SW8000232_HISTORICAL FILE_20000327

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 00 © 2 22
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20oo 03 27
YYYYMMDD

Sate of North Carolina
` Department of Environment
and Natural Resources
Wilmington Regional Office
.lames B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
Mr. Dennis D. Chisum, Managing Partner
Parkway Business Park, LLC
311 Judges Road, Unit 1-F
Wilmington, NC 28405
Dear Mr. Chisum:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 27, 2000
Subject: Permit No. SW8 000232
The Car Mart
High Density Stormwater Project
New Hanover County
The Wilmington Regional Office received a complete Stormwater Management Permit Application for The Car
Mart on March 23, 2000. Staff review of the plans and specifications has determined that the project, as proposed,
will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit
No. SW8 000232 dated March 27, 2000, for the construction of The Car Mart.
This permit shall be effective from the date of issuance until March 27, 2010, and shall be subject to the conditions
and limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements
in this permit. Failure to establish an adequate system for operation and maintenance of the stormwater management
system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adj udicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must
be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or
me at [phone].
Sincerely,
- Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWAT\PERMIT\000232MAR
cc: Ward Andrews, P.E.
Tony Roberts, New Hanover County Inspections
Beth Easley, New Hanover County Engineering
Linda Lewis
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28,105 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10°/ post -consumer paper

State Stormwater Management Systems
Permit No. SW8 000232
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 1S HEREBY GRANTED TO
Parkway Business Park, LLC
The Car Mart
New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of Water Quality
and considered a part of this permit.
This permit shall be effective from the date of issuance until March 27, 2010 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page
3 of this permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from
105,671 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.

State Stormwater Management Systems
Permit No. SW8 000232
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
The Car Mart
SW8 000232
Application Date:
Name of Receiving Stream/Index #:
Classification of Water Body:
If Class SA, chloride sampling results:
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Drainage Area, acres:
Total Impervious Surfaces, ftZ:
Offsite Area entering Pond, ftZ:
Required Surface Area, ftZ:
Provided Surface Area, ftZ:
Required Storage Volume, ft':
Provided Storage Volume, ft':
Temporary Storage Elevation, FMSL:
Controlling Orifice:
New Hanover County
Mr. Dennis D. Chisum, Managing Partner
Parkway Business Park, LLC
311 Judges Road, Unit I-F
Wilmington, NC 28405
March 23, 2000
Spring Branch / (CFR 18-74-63-1)
"C Sw"
N/A
6
27.5
3.17
105,671
None, per Engineer
6,014
7,550
8,909
13,154
1 " 4� pipe -
3

'OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
'�--0o(1Zev)
-zo �
560F UOUZ32
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):
Parkway Basinss�) Park, LLC
2. Print Owner/Signing Offici name and title (person legally responsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
311 Judges Road. Unit - 1-F
City: Wilmington State: N. Co Zip: 28405
Telephone Number: ( 910 ) 350-0565
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
MIS, Car Mart
S. Location of Project (street address):
5919 Market -Street
City: Wilmington County: N3w Hanover
6. Directions to project (from nearest major intersection): -
Approximately mile north on Market Street (US 17) from its
intersection with Smith Creek Parkway.
7. Latitude: 34-15 N. Longitude: 77-56 W. of project
8. Contact person who can answer questions about the•project:
Name: Bennis B. Chisum Telephone Number: ( 910 ) 350-0565
II. PERMIT INFORMATION:
1. Specify whether project is (check one): x New Renewal Modification
Form SWU-161 Version 3.99 Page I of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, listhe
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
_Low Density X High Density _Redevelop _Cenral Permit _Other
4. Additional Project Requirements (check applicable blanks):
_LAMA Major X Sedimentation/Erosion Control _404/401 Pemdt _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
II1. 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,.,; .,
Stormaater vi,11 be collected in drop inlets and piged to a pond
2. Stormwater runoff from this project drains to the 2 rintr Branch River basin.
;t
3. Total Project Area: 3.17 acres 4. Project Built Upon Area:--,76
5. How many drainage areas does the project have? one r
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.
Basiri-Iriformatioi ,
Drainage Area,!, 4,„„",
; 4Dramage;°Areal .•
Receiving Stream Name
rin Branch
m Class
C Sw
-� .
1 250 s . ft.
ious' Area
EExistmIm
4 000 s . ft.
rviousArea
(A =6 s . ft. 10-Area
(total)'
76
_
' S:'ceDrainageAreal'r4dings
62 s . f .ets
0 s . ft.
rParking,
king,.,.
96.o46 s . ft.ewalksite
0 s . ft.
Off -site
0 sq. ft.
Total:105.671 s . ft.
Total:
Impervious area is defined as the built upon area including, but not limited to, vuuamgs, roads, purRmg urru>,
sideuxilks, gravel areas, etc.
Form SWU-161 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than 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 [phone] 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 Page 3 of 4

,
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete apyrlicalion 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
• 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 do date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finish ad 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
• rains a srogq dd'n•eI d
• egetaled buffers (where required)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): J. ward Ardrws, P. E.
Mailing Address: P. 0. Box 4429
City: Wilmington State: Id. C. _ Zip: 28406
Phone:( 910 ) 762-2764 Fax;( 910 ) 762-2764
VIII. APPLICANT'S CERTIFICATION
1, (print or type narne of person listed in General Information, item 2) Dennis D. Chistmt
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recojded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000. A O �I
3-2(9- ©o
Dennis
Chisum, Managing Partner
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. 5%(%8'W0 Z32-
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Manamment Plan Review:
A complete stormwatcr management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name: The Oar tart
Contact Person: Dennis D. Chisum Phone Number. ( 910) 350-0565
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
21.5 ft.
27.5 ft.
29.0 ft,
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
Permanent Pool Surface Area 7.550 sq. ft. (water surface area at the orifice elevation)
Drainage Area 3A? ac. (on -site and off -site drainage to the basin)
Impervious Area 2.43 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 28.524 cu. ft.
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA 1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
13.154 cu. ft.
5.736 cu. ft.
(combined volume of niin basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
•o432 (surface area to drainage area ratio from DWQ table)
1 in. (2 to 5 day temporary pool draw -down required)
1 in.
90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page l of 4

r
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizin; should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed io determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet-.etention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS .::moval and 90% TSS removal.
H. 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 the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the 540171tlwater Management Permit
Application Form, the agent may initial below. If a requirement has not beco met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (requi red minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of tl�e basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
N/� e. If required, a 30-1oot vegetative filter is provided at the outlet (include non erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
Q. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
/V k. A recorded drainage easement is provided for each basin including access to nearest right-
of -way.
1. if the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
A mechanism is specified which will drain the basin for maintenance or an emergency.
111. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This
system (check one)
0 does
0 does not
incorporate a vegetated filter at the outlet.
This
system (check one)
0 does
0 does not
incorporate pretreatment other than a forebay.
Form SWU-l02 Rev 3.99 Page 2 of 4

Maintenance activities shall be perfot fined as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, era>ion, trash accumulation,
vegetated cover, and general Londition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately re -seed as necessary to maintain good N --getative cover, mow vegetative
cover to maintain a maximum he:ght of six inches, and remove trash as nt:eded.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment (:om the wet detention basin system semi-annually or when depth is
reduced to 75% of the original d,.;ign depth (see diagram below). Remo\ ed sediment shall be disposed
of in an appropriate manner and ,hall be handled in a manner that will no. adversely impact water quality
(i.e. stockpiling near a wet deten, ion basin or stream, etc.).
The measuring device used to de.ermine the sediment elevation shall be : ach that it will give an accurate
depth reading and not readily pe:ietrate into accumulated sediments.
When the pennanent pool depth reads 4.5 feet in the main pond, th, sediment shall be removed.
When the permanent pool depth reads 3.0 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 2'•5
Sediment Re oval El. 24.5 75
-------------- -- Sediment Removal Elevation 2 }.0 75%
BottomEtc 2 �b--------------------------------Z-;----------------
Bottom Elevation _ 5 25%
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 5C'lo of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SW U-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be mai.uained in good working order,
t acknowledge and agree by my signature below that I am responsiole for the performance of the seven
maintenance procedures listed above. I agr to notify DWQ of any problems with the system or prior to any
changes to the system or responsibkt;y
Print name: Dennis P. Chistmt
Title
Partner
Address: 311 Judges Road - Unit 1-F, Wilmington, N. C. 28405
Phc
Sig
Date: "3- U _ 00
Note: 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/rll a Notary Public for the State of YZdA
County of `>7&4) 4✓ltic� do hereby certify that �Ot�iX/ru a� •%i7/d u nt
personally appeared before me this I Z)_ day of 4bja:&?/c odd , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
__ k,
ALl B L\Cl
SEAL
My conunission expires 7�O/��p0
Form S W U-102 Rev 3.99 Pad e 4 of 4

DETENTION POND ANALYSIS
Ia00631X"
PROJECT NAME: The Car Mart
FILE NAME: S:\WQS\POND\000232.WK1
REVIEWER: art
DATE: 27-Mar-2000
Receiving Stream: Spring -Branch Class: C Sw
Drainage Basin: Cape Fear Index No. 18-74•
Site Area 5.51 acres
Drainage Area 138250.00i square feet needs to be verified
Area in Acres 3.17 acres
Chlorides: n/a
IMPERVIOUS AREA Rational C-list beside
each item below in E15 to E20
Building 9625.00 square feet 0.95
Existing Marl 35375.00 square feet 0.95
New Parking 60671.00 square feet 0.95
square feet
square feet
square feet
TOTAL
' 105671 I00;j
Cc=
0.77
% IMPERVIOUS 76.43%
Des. Depth
6.0 TSS:
90
SURFACE AREA CALCULATION
Rational ? 1.00 If Rational is used put a
SA/DA 4.35% " 1" in box E26. If not, leave it blank.
Req. SA 6014 square feet
Prov. SA 7.550 square feet [From plan Contours]
Bottom
Perm. Pool
Design Pool
Design SA
Req. Volume
Prov. Volume
Flow Q2, cfs
Flow Q5, cfs
No. of Orifices
21.50
MSL
27501
MSL
29.00
MSL
9989
square feet
8909
cubic feet
131154'1
cubic feet
rerm. rooi volume=
Req. Forebay Volume=
Provided Volume=
Percent=
Des. Storm 1;00.
Rv= 0.73791248
SA @ _
Avg. Head = 0.73 ft
0.052 Area, in' 1.81
0.021 Area, in' 0.72
Diameter, in [ 1.00i Area =
Q, cfs = 0.022 Drawdown
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines.
0.785 in
:IE4Edays

J. WARD ANDREWS
Consulting Engineer
POST OFFICE BOX 4423
WILMINGTON, NORTH CAROLINA 28406 (� qqq
TELEPHONE 2, 302-4404 ST R r��� f j� TER
March 22, 2000 +,YJ/, IiIU/j U//p\e
Ms. Linda Lewis
Environmental Enginser
N. C. Department of Environment
and Natural Resources
Water Quality Division
127 Cardinal Drive Extension
Wilmington, N. C. 28405
Lear Ms. Lewis
D
E C E I V E D
MAR 2 3 2000
D
PROJ 4 Z3Z
I have your letter of March 13, 2000 requesting additional information
on Stormwater Project No. SbB 000232, The Car Vert.
The following information is Riven as requestedi
(1) An affidavit regarding wetlands is on the plans.
(2) A new; location map has been provided.
(3) The grading inset on sheet 1 gives dimensions and elevations
on the new storage area in back.
(4) Dimensions on all areas are provided.
(5) Nine foot radii are used at permanent pool level.
(6) I am submitting a now Supplement form.
(7) I found that the forebay area was insufficient. and have changed
the dimensions on the plans and in the calculations. The depth
of the forebay also changed from 3 ft. to 4 ft. An analysis of
the actual impervious area changed it from 92% to 76%. I have
therefore prepared and submit a now Application form and a new
Supplement form.
(8) With the change in impervious area, the one inch orfice is OK.'.
Please let me know if any further information is requierd.
Yours very truly.
Ward Andrews. P. S.

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`State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
March 13, 2000
Mr. Dennis D. Chisum, Managing Partner
Parkway Business Park, LLC
311 Judges Road -1F
Wilmington, NC 28405
Dear Mr. Chisum:
.iia stttttttttttttttt��
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 000232
The Car Mart
New Hanover County
The Wilmington Regional Office received a Stormwater Management Permit Application for The
Car Marton February 23, 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. Delineate all wetlands on site, or note on the plans that none exist.
2. The location map provided on the plans is unreadable. Please reprint.
Please provide proposed grading and dimensions for the new storage area in back, and for
the extended asphalt area. Please delineate (highlight, shade, etc.) and label these *areas..
4. Please dimension the existing building, marl, asphalt, concrete, and sidewalk areas.
5. Please label the radii in the permanent pool. The area lost outside the radius must be
subtracted from the permanent pool area.
6. Please provide an original page 2 of the supplement form. All parts of the application must
be original.
Please show the surface area at the temporary pool elevation of 29, and how you concluded
that 12,439 cubic feet of volume have been provided in the pond. _
8. The orifice calculation has a math error in it. The engineer calculates the flow rate, Q, as
.0310734 cfs, but multiplying the numbers shown, the flow rate is actually .0219 cfs, which
means the 1" orifice is too small. Please revise the calculations, plans and supplement, and
specify a larger orifice.
127 Cardinal Dr. Ext., Wilmington, North Carolina 29405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

e
Mr. Chisuln
March 13, 2000
Stormwater Project No. SW8 000232
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 April 13, 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,
e�e�
Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\000232.MAR
cc: Linda Lewis
Ward Andrews, P.E.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50 % recycled/10°/ post -consumer paper

STORMWATER MANAGEMENT
CAR MART
This project is being developed for use as an automobile sales lot
which will have all available space paved or stabalised. Since County
regulations require 8% green area, the impervious area is calculated at
92% of the total area.
The front portion of this tract is already developed with a building
and paved area in place. The stormwater flows to an existing drop inlet.
The middle portion of this tract is being developed at this time
for additional car storage. The land slopes toward the western edge
of the property where the stormwater will be collected in drop inlets
and piped to the pond.
The back portion of the property is not being developed at this time.
When it is developed,it will require another; pond on the north side of
the branch.
The pipe from the outlet structure to the receiving ditch has to
be a 10 inch pipe to comply with the County pre and post requirements.
E C E I V E
FEB 2 3 2000 D
PROD # S(,V &07-32

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