SW8960918_Historical File_19980701

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December 3, 2007
,VII . Edwin I. Ennis, Jr.
2545 Castle Hayne Rd.
Wilmington, NC 28401
Subject: Stormwater Permit No. SW8 960918
Ennis Retail
High Density Project
New Hanover County
Dear Mr. Ennis:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Ennis Retail
on August 13, 2007. 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 21-1.1000. We are forwarding Permit No.
SW8 960918 dated December 3, 2007, for the construction and continued operation of the subject project.
This permit shall be effective from the date of issuance until December 3, 2017, 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.
The reissuance of this stormwater permit does not imply that the site is currently in compliance with the terms and
conditions of this state stormwater permit.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing upon written request within sixty (60) 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 Aisha Lau, or me
at [phone].
Sincere ,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/ahl: S:IWQSISTORMWATERIPERMIT1960918Ren.dec07
cc: Ms. Jessica Hubeny, Tripp Engineering
New Hanover County Building Inspections
City of Wilmington Development Services
Beth E. Wetherill, New Hanover County Engineering
Wilmington Regional Office
Central File
None Carolina
46111 y
North Carolina Division of Water Quality. 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwateNuality.org Fax [phone] r--I.877-623-6748
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State Stormwater Management Systems
Permit No. SW8 960918 Renewal
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. Edwin 1. Ennis, Jr.
Ennis Retail
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 December 3, 2017, and
shall be subject to the following specified conditions and limitations:
I. 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 in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 237,370 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
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.
6. The following design criteria have been provided in the wet detention pond and
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 960918 Renewal
must be maintained at design condition:
a. Drainage Area, 9cres:
Onsite, ft :
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL:
g. Permanent Pool Surface Area, ft2:
h. Permitted Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
j. Controlling Orifice:
k. Receiving Stream/River Basin:
I. Stream Index Number:
M. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
10.21
207,320
30,050
237,370
6
90%
18
18,000
39,444 attemporarypoolel
20
2.5" 0 pipe
Ness Creek / Cape Fear
18-74-62
"C Sw"
1. The stormwater management system shall be constructed in its 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 time 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 re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 960918 Renewal
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
6. 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.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
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, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, 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. 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.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality;
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 960918 Renewal
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with worth Carolina General Statute 143-215.6A to 143 215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance 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.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 3rd day of December, 2007.
NORT CAROLINA E ONMENTAL MANAGEMENT COMMISSION
�2
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

AUG 20,2007 03:12P Tripp Engineering 9107635631
page 1
Sob No.Mg
Date: _EZQ_2007
TRIPP ENGINEERING, P.C.
419 Chestnut Street, Wilmington, NC 28401
Phone: [phone] + FAX: [phone]
E-mail: [e-mail]
LETTER OF TRANSMITTAL
To: NCDENR
Attention: Pat Durrett
Subject: —Ennis Retail
-A. FAX TRANSMITTAL: NUMBER OF PAGES INCLUDES COVER 2
I am sending you: ( X ) ATTACKED ( ) UNDER SEPARATE COVER
( ) Prints ( ) Tracings ( ) Copy of letter ( ) Specifications ( ) Other
Cqgies Item No. l2escriptioil
Page 1 Wet Detention O & M Agreement
These are transmitted as checked below:
( ) For Approval ( X ) For Your Use ( ) Sign & Return
( )Review
Remarks: Picase let ua know if re is an in el that yoILneed in order to„compiete he
permit renewal rocess.
Cc:
Signed:__Iessi a tfubeny

AUG-14-2007 TH 04:09 PM NODENR
O
f
FAX NO. 9103502004
P. 02/04
Michael F. Easley, Governor
Wiliam G. Ross,
Jr_, Secretary North Carolina) Department of
Environment and Natural Resoureas
Alen W. Wiffok, P.E.
Director Division of
taster Qurtl'
SURFACE WATER PROTECTION SECTION
9-0r TAL STORAilWATER PERMIT RENEV!!AL APPLICATION FQBM
L. CURRKNT PERUrr INFORANATION:
1 . Stormwater Management Permh Numbor:aWS 960918
2. Permit Holder's name: Eckm0p I. Ennis Jr.
3. Signing official's name: Edwin .Enni Jr. TiW: _ Owner
(person legally responsible for permit)
4. Mailing a,
State:hlC
Project Name:
Location of Project: (mm aadra�) 2523 Clastl ne R
Directions to Project (ftm neamrg ajW0,, lr+wmac um)__ 2623 Castle Mayne Road adimnt to
MCDCnelds at tha inte sction de Lme Rd and N Kerr.
PERMIT INFORMA noN
Spe* the tYl of stormwater treatment (wet pond, Infiftion, atc.):.Wet det lion
List any Changes (from prgsot that wa6 oVitany mprOVed, attach addinortal Pea" if needed) None
3, Do You have a Copy of the original Operation and Maintenance Agreement?Yes X No
Applicanfa Cerdfllcagon:
1, (print)_ ca& //w
ify that the information included on this
permit renewal app 6 #o the best y ge, correct and complete.
Slgnatur . Date: 8 r3
Submit this comp! ed form along with an application fee of $420.00 and a Copy of the designers
certification to the address listed below.
Norlh Garonne O1vnslnn *1 ft*rQuauty C43 MoWro w Squw Moll Phana ME) 946.648t Cu9t0mer 5aNae 1-877-62W48
UVaehltl W Regie nal MOB Wa6hngbn, NC 21889 FAX {25,2W&g2j5 inte M; h2a enr,et*.=us
An Equal tlpPQAuA fAf5fM d*Adw EmoWar-.50% Pzqdetlmo% paUCmawngr Paper

of WAr �� Michael F. Easley, Governor
' � 7 William G. Ross Jr., Secretary
t` North Carolina Department of Environment and Natural Resources
>e 3�
Alan W. Klimek, P.E. Director
0 - Division of Water Quality
May 21, 2007
Mr. Edwin Ennis Jr., Owner
Ennis Retail
2545 Castle Hayne Rd
Wilmington, NC 28401
Subject:: Stormwater Permit No. SW8960918
Ennis Retail
New Hanover County
Dear Mr. Ennis:
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8960918
to Mr. Edwin Ennis Jr. for a High Density stormwater pond to serve Ennis Retail on 10/1/1997. This
permit will expire on 10/1/2007. Section .1003(h) of 15 A NCAC 2H .1000 (the stormwater rules)
requires that applications for permit renewals shall be submitted 180 days prior to the expiration of a
permit and must be accompanied by a processing fee, which is currently set at $420.00. If this is still an
active project please complete and submit the enclosed renewal. application in a timely manner. If this
project has not been constructed and a permit is no longer needed, please submit a request to have the
permit rescinded. If you have sold the project, or are no longer the permittee, please provide the name,
mailing address and phone number of the person or entity that is now responsible for this permit.
Enclosed is a form for change of ownership, which should be completed and submitted if the property
has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility has been installed in accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee. Enclosed is a copy of a sample
certification. Also enclosed is a new Operation and Maintenance agreement that should be completed
and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day.
If you have any questions, please feel free to contact staff in the stormwater group at 910-796-7215,
Sind,
Ed Beck, Regional Supervisor
Surface Water Protection Section
Wilmington Regional Office
Enclosures
cc: Wilmington Regional Office
North Carolina Division of Water Quality Internet: www.newater-qualitv.org
127 Cardinal drive Extension Phone [phone]
Wilmington, NC 28403 Fax [phone]
One
NorthCarohna
Naturgi4_
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State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, SecretaY y
Division of Water Quality
Mr. Edwin I. Ennis, Jr., Owner
2545 Castle Hayne Road
Wilmington, NC 28401
Dear Mr. Ennis:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 1, 1998
Subject: Permit No. SW8 960918 Modification
Ennis Retail Center
High Density Commercial Stormwater Project
New Hanover County
The Wilmington Regional Office received the Stormwater Management Permit Application for Ennis Retail Center on
March 16, 1998, with final information on May 29, 1998. 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 960918 Modification dated July 1, 1998, for the. construction of Ennis Retail Center.
This permit shall be effective from the date of issuance until July 1, 2008, 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
adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be
in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at
[phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:1WQSISTORMWATIPERMIT1960918.JUL
cc: Phil Tripp, 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 28405 Telephone [phone] FAX [phone]
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State Stormwater Management Systems
Permit No. SW8 960918 Modification
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. Edwin L Ennis, Jr.
Ennis Retail Center
New Hanover County
FOR THE
construction, operation and maintenance of a 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 July 1, 2008 and shall be subject to the following specified
conditions and limitations:
I. 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 237.370 sonare
feet of impervious area, including the outparcels.
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.
2

State Stormwater Management Systems
Permit No. SW8 960918 Modification
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
If Class SA, chloride sampling results:
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Total Impervious Surfaces, ft2:
Outparcels, ft2:
Offsite Area entering Pond, ft2:
Required Surface Area, ft2:
Provided Surface Area, ft2:
Required Storage Volume, W:
Provided Storage Volume, W:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Ennis Retail Center
960918 Modification
New Hanover County
Mr. Edwin I. Ennis, Jr., Owner
2545 Castle Hayne Road
Wilmington, NC 28401
March 16, 1998
Ness Creek
"C Sw"
n/a
6
18
237,370
#1 @28,850; #2 @31,250; #3 and #4 @51,000 each;
Existing McDonald's @28,250 and residence @1,800
13,058
18,000
19,656
39,444
20
2.5"+ pipe
3

State Stormwater Management Systems
Permit No SW8 960918 Modification
5. Deed restrictions must be recorded prior to the sale of any outparcel shown on the approved plans to ensure that
future owners are made aware of the built -upon area limitations. The following statement must be recorded:
"To ensure continued compliance with the NC Division of Water Quality Stormwater Management Permit
Regulations, 15A NCAC 2H.1.'W`, the four outparcels as shown on the approved plans are limited in the
amount of built -upon area that can be constructed as follows: #1 028,850 ft2; #2 c@31,250 ft2; and #3 and
#4 @51,000 ft2 each; inclusive of that portion of the right-of-way between the front lot line and the edge
of the pavement, structures, pavement, walkways of brick, stone, slate, but not including wood decking
or the water surface of swimming pools."
"All built -upon area from the outparcel must be directed into the permitted stormwater control system. of
"Additional built -upon area will require a permit modification. "
"The connection into the stormwater control shall be made such that short-circuiting of the system does not
occur. "
6. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -
upon area.
7. The following items will 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.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.
8. 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.
II. SCHEDULE OF COMPLIANCE
The permittee will comply with the following schedule for construction and maintenance of the stormwater
management system:
a. 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 except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
C. All connections into the stormwater system from future areas/outparcels shall be made such that short-
circuiting of the system does not occur.
4

State Stormwater Management Systems
Permit No SW8 960918 Modification
2. 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. Scmiarrival scheduled inspections revery 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 trust be available at all times.
3. 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.
4. Decorative spray fountains will not be allowed in the ponds.
5. 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.
6. 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.
7. A copy of the recorded deed restrictions must be submitted to the DWQ within 30 days of the date of the recording.
The recorded copy must be signed by the permittee, dated, stamped with the deed book number and page, and bear
the stamp of the Register of Deeds.
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.
9. Prior to the sale of any 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.
III. 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. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which in -ay be imposed by ether government agencies (ocal, state, and federal) which
have jurisdiction.
�1

State Stormwater Management Systems
Permit No SW8 960918 Modification
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 per�ittee grants DENR Staff r rmission to enter the property during normal business hours for the purpose
of inspecting all components of the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit
modification, revocation and reissuance or termination does not stay any permit condition.
Permit issued this the 1st day of July, 1998.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 960918 Modification
R

TE 97104
OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
3-1(0 - c(
3 $S'. vo
156OF g(oo gl2r HCO
State of North Carolina
Department of Enpirtionment 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):
Edwin I. Ennis Jr.
2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and
its compliance):
Edwin I. Ennis Jr. — Owner
Mailing Address for person listed in item 2 above:
2545 Castle Hayne Road
City: Wilmington State: NC Zip: 28401
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Ennis Retail
5. Location of Facility (street address):
2523 Castle Havre Road
City: Wrightsboro County: New Hanover
6. Directions to facility (from nearest major intersection):
5001f South from the intersection of US Hwy 117 and NC 133
7. Latitude: W77'55'30" Longitude: N34017'00" of facility
8. Contact person who can answer questions about the facility:
Name: Phillip G. Tripp, P.E. Telephone Number: [phone]
H. PERMIT INFORMATION:
Specify whether project is (check one): New Renewal X 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 SW8 960918 and its issue date (if known) /U / q ?'
Form SWU-101 January 1998 Page 1 of 4

TE 97104
Specify the type of project (check one):
Low Density X High Dmnsity
Redevel--General Permit ^*u er
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404 Permit
M. 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.
Detention Pond
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 10.21 acres 4. Project Built Upon Area: 53.4% %.
5. How many drainage basins does the project have? 1
6. 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 format
as below.
Basin Information
Dramnp Ruin 1
U Basin Z
ReceivingStream Name
Unnamed trib to Cape Fear River
Receiving Stream Class
C-SW
Drainage Basin Area
10.21a►c,,
Existing Impervious * Area
90,150 sf
Proposed Impervious * Area
147,220 sf
%Impervious* Area (total)
53.4%
Ivqxrvious * Staface Area
Drainage Basin 1
1'1340 sf
Dry Basin-2
On -site Buildings
On -site Streets
17,760 sf
On -site Parking
197,770 sf
On -site Sidewalks
4,100 sf
Other on -site
N/A
Off -site
N/A
Total:
X= 237,370 sf_
* Impervious area is defined 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 are 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

TE 97104
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 behaK please complete this section:
Designated agent (individual or firm): Tripp Engineering, P.C.
Mailing Address: 507 Chestnut Street
City: Wilmington State: NC Zip: 28401
Phone: [phone] Fax: [phone]
VII. SUBMITTAL REQUIREMENTS
This application package will not be accepted by the Division of Water Quality unless all of the applicable
items are included with the submittal.
1. Please indicate that you have provided the following required information by signing your initials in the
space provided next to each item.
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form
�T
• One copy of the applicable Supplement Form(s) for each BMP (see Attachment A)
PGr
• Permit application processing fee (see Attachment A)
• Two copies of plans and specifications including:
G
• Detailed narrative description of stormwater treatment/management
P
• Two copies of plans and specifications, including:
NOT-
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number and date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR members
- Original contours, proposed contours, spot 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)
VI. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Edwin I. Ennis, Jr.
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 recg#ed with all required permit c9aditions, and that to the best of my knowledge, the
proposed projeckfornpVes with )equirements'sA NCAC 2H .1000.
§ Mi
Form SWU-101 January 1998 Page 3 of 4

ATTACHMENT A
Y. Deed Restdclion LmVaage
1r (+ .dMrCV 6
1 M
04
MaDa nstwe i n
2a,260
EkBE
out Na 't -
28,850
�.ee
Out Ram@! . 2 i
3t,2W
a,72
kar
4fr22a
't:04
Out Peeol A No: 0
5i ow
1,17
Dot PnmO No. 4
for d1I ro"acts tlla involve
t
e
t
The following stahiments must be recorded for All low density projects projects
mAxily lon and 3eiling of to of outp=els:
I. No morn Owns P square feet of any lot, including that portion of the rfght-vf-way betmem the
sdge of paamrr "t Arid the front lot line, Aall be covered by impervious structures inel�eding
asphalt, 1,110EY, concytax, brick stone, slate or similar material but not including wood decking or
tAd -surface of swimming pools. Ties covenant i5 intended to injure continued compliance with the
stcrmwater permit issued by the State of North Carolina. The covenant mace not be changed or
deleted without dze consent of the Stara,
2. N4 me my fill in, pipe, or alter arty roadside swals exc�t as necessary to prlaaide 1t Minimum
driremay crossing.
NOTE: If lot sizes very significantly; the owner/developer must provide an attachment listing each lot
number, size and the allowable built -upon azea: for each lot,
.�Y , rya -
For commercial projects that have outparcels or future developmeit the'fo7I'a"w I iiie.*it
recorded: PMH"
3. The Gonrecticm frerre rile ou.`parc_l or future area into the stornt voter s ys.am must be made jlt;o ,ht
forebay such that short-eircuitinA of the system does not accur.
4. All bu:7t-upon area from the outpdreel or jncurz deVe:apmert: mus. be ;l:re:+e iat!q the pe^nit;$
stDrn;dl4ter conyol system.
$. suil:-upon aria in eri_1ss of the rermi".'d irlVun: :sill rea:[tre a Tj1e"'RS. mgdtacx: Atr
eoristeucloxL .
Far vif7 oudet mterm, the following Starennetlt in ad4,�LOri :c items 1 and 2 acovQ
i, .tio one may pine, Rill In or alter an'a dLsiY ..= :30 'oor 'ont3 ��a1�.�4d�.:P.► ,ke
requiremenrs oe "'vCA ZH I003rj).
Z_ 5uppl+�ent forazs
The applicable suppiemcnt form(s) listed Wow must be subs -►lured tr each B&NIF sp�:4e3 for proje�:
Fora+ 5'vV' -102 Wet Detwtion oasis► Supplement
Form 5'vVU-103 Infiltration Basin Supplement
Form SW�..-104 Low Density Supplement
Form PV -105 Curb Outlet System Supplement
Forst SM-106 Off --Site Systarn Supplement
Form SWV-107 Underground Infiltratipn Trench Suapiemrmt
Form SWU-108 NOUS4 River Basin Nutrzant M�aggemeat strawsy Slagple t
I Pwnit Application Fees (ched made payable to !�CDE R and submitted t9 04 4FFMP0114 �*
Uffice)
Type of penWt
Low itv
High Density
Other
Oirecwr's Certification
czn8-q1 Fit
New, Modification, or
Late RenewaU
5225
3383
32�a
3550
$30
ti'.,~ cwl'.1(11 TgnuAry 194OR Agvo 1 of 1
Tlmel� Renewal ,Without
.4/a
S?=5
n/a
n/ a
n/a

TRIPP ENGINEERING, P.C.
41 507 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • Fax: [phone]
May 28, 1998
NCDXNR
Division-ofEnvironmenW Management
Water Quality Section
127 Cardinal -Drive -
Wilmington, NC 28405-3845
Attu:- Ms: Linda -Lewis
Re: Ennis Retail
New Hanover County,, NC
SW8 960918 Modification
TE 97104
Dear Linda:
is
MAY_2-9,1998
We exelose-two f 2} sets, -of revised -plans. In response -to your eoffesp©ndenee of
May 11, 1998, we provide the following:
1. Grades; dirnensions, ete. have-beenWdedte-pm4ouslyper-mittedplans.
2. We have provided Attachment A with attached calculations relating all
outparcels.
3: Devised -plans nevi note: No -Wetlands Exist.
4. Title on ` Forebay Section" has been corrected to "Pond and Forebay Section"
to eliminate confusion.
5: Asphalt access-Foamis-accountedfor in-Dellar Stern calculations:
Please review for approval and contact us with questions or comments. Thank
YOU -
Sincerely,
Tripp Engineering, P.C.
Phillip G. Tripp, P.E.
PGT jss

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
May 11, 1998
Mr. Phil Tripp, P.E.
Tripp Engineering
507 Chestnut Street
Wilmington, NC 28401
NCDEiTR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 960918 Modification
Ennis Retail
New Hanover County
Dear Mr. Tripp:
The Wilmington Regional Office received a Stormwater Management Permit Application for Ennis
Retail on March 16, 1998. A preliminary review of that information has determined that the application is
not complete. Tjie following information is needed to continue the stormwater review:
1. This is a modification to previously permitted plans. Please show all of the previously
permitted development with dimensions, grades, etc., just as you show the "new"
development. The revised plans will become the permitted plans, so they must reflect all the
proposed development.
2. Provide Attachment A limiting the built -upon area for outparcels.
3. Delineate all wetlands on site, or note on the plans that none exist.
4. Relabel the "Forebay Section" as the "Pond and Forebay Section" to eliminate confusion.
5. Where do you account for the asphalt access road in the calculations?
127 Cardinal Dr. Est., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Tripp
May 11, 1998
Stormwater Project No. SW8 960918 Modification
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 June 11, 1998, 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 have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\960918.MAY
cc: Linda Lewis
Central Files
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 SUBMITTAL REQUREMENTS
DETENTION POND
A. Site Plan
✓
1.
Developirment/,N-oject Name
2.
Engineer name and firm.
3.
Legend
c/
4.
North Arrow
5.
Location Map with direction, distance to named streets, NCSR numbers.
_
6.
Scale
7.
Date
✓
8.
Revision number and date.
✓
9.
Original contours, proposed contours, spot elevations, finished floor elevations.
10..
Existing drainage, including off -site. Map of offshe area?
—
11.
Properly/Project boundary lines, `dimensioned.
iJ lfh
12.
Mean High Water Line, if necessary.
✓
13.
Drainage easements, pipe sizes.
_)i�—
14.
Wetlands delineated, or a note on the plans that none exist.
N (A
15.
Details of the road, parking, cul-de-sacs, including sidewalks, curb and gutter..
16.
Drainage area to each pond delineated.
✓
17.
Dimensions of the permanent pool.
0
18
Vegetated filter detail if using 85 % TSS. This is NOT a connector ditch.
f
19.
20.
Dimensions of the road, parking cul-de-sacs, sidewalks, and curb and gutter.
Unit footprint
_
with dimensions and concrete wood deck areas noted.for apartments
or condo development.
21.
Forebay at each inlet. Prefer one inlet
�✓
22.
Inlets located such that entire pond is used for treatment and no short-circuiting.
✓
23.
Pond section with: .
✓
Bottom elevation
Permanent pool elevation PP
Storage pool elevation SP
✓
Slopes:' 3:'1 above permancnt pool
I -I-_
Vegetated shelf @6:1 slope, with begin and end elevations around pond..
111-
Forebay bottom elevation, 31A slopes,
✓
Forebay weir elevation between PP and SP.
✓
24.
Outlet structure detail with trash rack and orifice.
25.
Il PCB. l Rre '�Zr4

STORMWATER SUBMITTAL REQUIREMENTS
DETENTION POND (cont)
B. Calculations
1.
85 % or 90 % TSS Chart noted.
✓"
2.
Pond depth.
3.
SA/DA ratio calculation.
4.
Required surface area at permanent pool.
5.
Provided surface area at permanent pool (Based on pond dimensions)
6.
Required volume.
c/
7.
Provided volume.
8.
Orifice size based on provided volume.
9.
Engineer seal.
10..
Built -upon area to each pond.
11.
Forebay designed to hold 20 % of the first inch.
12.
Non -erosive flow in the vegetated filter, if using 85 % TSS.
C. Supporting Documentation
1. Completed permit application
_
a. Is the person who signed the landowner or a leasee? Must be landowner.
b. Section III completely filled in- can tailor this section for submittal type.
C. Check signature per .1003 (e). Make sure title is provided.
WJ j A
d. If agent signs, signatory authorization from owner.
e. Attachment A provided for subdivided lots, future development, outparcels.
f. Mailing address & phone of applicant- no C/O.
g. Verify water body classification.
,/
2. Signed Operation and Maintenance Plan to include all items on DWQ O & M form.

TRIPP ENGINEERING, P.C.
507 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • Fax: (910) 3-56� 1
MAR 16 1998
March 13, 1998
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Ennis Retail
New Hanover County, NC
TE No. 97104
Dear Linda:
Enclosed please find two (2) sets of plans, two (2) sets of sealed calculations, one
(1) signed application form including narrative, pond O & M, and Wet Detention Basin
Supplement, and one (1) check to cover the application fee.
Please review for approval and contact us with any questions or comments. Thank
Sincerely,
Tripp Engineering, P.C.
S. Lance Strawn
PGTJss
Enc.
moo

11
4x

3/"11/98 ENNIS RETAIL 97104
PGT Stormwater Calculations
Total Drainage Area
s . ft
acres
444,700
t0:21
Impervious Area
Land Use
s . ft
acres
1/2 residence ¢xl ;A
1,800
0:04
McDonald's exiS4n
28,250
0.65
Out Parcel No: 1
28,850
0.66
Out Parcel No. 2 ( ;4Ay%
31,250
_
0.72
Dollar Storer Oroao5ej
45,220
1.04
Out Parcel No. ro 0
51,OGG
1.17
Out Parcel No. 4 c Se d
5-1, 000
1.1-7
Total
237, 370
5. 45
Stormwater Calculations:
Time of Concentration:
Hydraulic Length (L) = 800 ft.
change in Height (H) = 4 ft.
Tc = (Ls /H).;i"5/ 128
10.33 min.
Flow for 10 year, 6 hour Storm (Qio)-.
QPRE _ (CPRE) x (lip) x (Area)
= 16.08 cfs
QPosT = (CPosr) X (lio) X (Area)
40.52 cfs
Detention Pond Design:
Pond Size:
Elevation
ft.
Surface Area
. ft.
Normal Pool
18.00
I l3150
Flood Pool
20.00
21,444
ITopr of Bank
21.00
23,051
Bottom of Poot
12.00
8 3$2.
Total Provided Storage Volume:
Vol. _ [(Normal pool SA+ Flood Pool S*i 21
x (F. P. elev. - N. P. elev. }
39,594 cu. ft.
9685POND.xis
4z:z
-9k- 1 of 2
% impervious = 0.534
= 53.4%
CPRE = , 0.25
CPosr = (% imp.)(.95)+(1% imp.)(.25)
0.63
lio-= 6.30 in/hr
15V = 7.79 in/hr
Flow for 50 year, 6 hour Storm (Qso)
QPRE - (CPRE) X (lip) X (Area)
19.88 cfs
QPosr = (Cpos-r) x (110) x (Area)
50.10 cfs .
State Surface Area Requirement at normal Dool:
Pond side slopes = 3 :1
Depth below N. P. = 6 ft.
SA/DA = 0.0305
(Chart for 90% TSS Removal for Wet Detention
Pond without Veaetative Filtert
Required SA = (SA/DA}x (Total Drainage Area)
t3, 563 sq. ft.
State Volume Requirement for Storaae of first 1" runoff:
Vol. _ [(1/12) x (DA) x (% imp.)] +
[(1/12) x (DA}x (1% imp.) x C}
C = 0.25
24,100 cu. ft.
STORMWATEk
nECEIyE
Inf
MAY 2 91998
PROJ # E M

3111/98 ENNIS RETAIL 97104
PGT Stormwater Calculations
Forebay:
Required Volume
Vol. = 20% of Required state storage volume
4,820 cu. ft.
Provided Volume
Normal Pool SA = 1,835 sq. ft.
Flood Pool SA = 3,215 sq. ft.
Vol. _ [(ht. P. SA + F. P. SA) / 21 x (F. P. et - N. P. et.)
5,050 cu. ft.
depth = 3 ft
Outlet Structure Design:
Flow for 2-day drawdown:
for 1 st 1" of stormwater,
Q = Provided Vol. / 172, 800 sec. (2-days1
0.229 cfs
Kegwrea Area or ripe Tor z-day drawdown
A= Q/[CdxSQRT(2xgxh)]
Cd = 0.6
g = 32.2 ft./s2
h = (F. P. elev.- N.P. elev.) /2
1 ft.
A = 0.0476 sq. ft.
Diameter of Pipe for 2-day drawdown:
DIA. = SQRT[(A x 4) / pi]
0.2462 ft.
2.95 in.
Outlet Structure Check:
Using a 4' x 4' Basin,
Perimeter L = 16 ft.
Q = CIA
C = (% imp.)(.95) + (1-% imp.)(.25)
0.63
I = 6.30 in. for a 10 yr. Storm
A = 10.21 Acres
40.52 cfs
Flow for 5-day drawdown:
for 1 st 1" of stormwater,
Q = Provided Vol. / 432,OGG see. (5-days)
0.092 cfs
Kequirea Area or ripe for 5-day drawdown
A= Q/[CdxSQRT(2xgxh)]
Cd = 0.6
g = 32.2 ft./s2
h = (F. P. elev. - N.P. elev.) / 2
1 ft.
A = 0.0190 sq. ft.
Diameter of Pipe for 5-day drawdown:
DIA. = SQRT[(A x 4) / pi]
= 0.1557 ft.
1.87 in.
Q= CwxLxH15
H = [Q / (Cw x L)]M
Cw = 3
0.89 ft.
Peak elevation = flood pool elevation + H
= 20.89 ft.
9685POND.xIs 2 of 2

�j TE 97104
ENGINEERING 8 FACILITIES APPLICATION FOR PERMIT FOR A6_� rr
a�"01fEj� LAND -DISTURBING ACTIVITY 6(U 1� File Number
UNDER THE CONDITIONS SET FORTH BY I`�n �s� c
i THE NEW HANOVER COUNTY Fee Paid
SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE
FM01TM Date
Applicant: Edwin I. Ennis, Jr. Applicant's Agent: Edwin I. Ennis, Jr.
Address: 2523 Castle Hayne Rd. Address:_ 2523 Castle Hayne Rd.
Wilmington, NC 28401 Wilmington, NC 28401
Telephone Number:. [phone] Telephone Number: [phone]
Total Acres of Land Disturbance: 1.3 Purpose of Development: Commercial
Location and Description of Land Disturbance:
AP roar. 500 if South from the intersection of US 117 and NC 133
Land owner(s) of Record
STATEMENT OF FINANCIAL RESPONSIBILITY
Person or firm(s) financially responsible for the
land -disturbing activity. If not a North Carolina
resident you must have a N.C. agent (List Below)
Name:
Edwin I. Ennis, Jr.
Name:
Edwin I. Ennis, Jr.
Address:
2523 Castle Hayne Rd.
Address:
2523 Castle Hayne Rd.
Wilmington, NC 28401
Telephone Number:
[phone]
Location of deed(s) or instrument(s):
Wilmington, NC 28401
Telephone Number: [phone]
County New Hanover
Book Page
Tne above information is true and correct to the best of my knowledge and belief and was provided by me while under oath.
(This form must be signed by the financially responsible person if an individual and by an officer, director, partner, attorney -in -
fact, or other person of authority to execute instruments for the financially responsible person if not an individual.) I agree to
provide corrected information should there be any change in the information provided herein.
Date: _ 2%�g c(� Name (Type or nt) Edwin Ennis, r.
Title: Owner
1, Konica L. Valsi New Hanover
a Notary Public of the County of State of North
Carolina hh��*5e
rtify that Edwin I. Ennis, Jr.
1m�appeared personalty before me this day and be-
ing�� � ledged that the above form was executed by him.
Witness mend and notari5I9seal, thy _ day ofFjeb, 19 18
r it r
Notary,
My commission expires 08/07/O1

TE 97104
Ennis Retail
Modification to SW8 960918
TE 97104
STORMWATER NARRATIVE
The contributing area within the scope of this project is unchanged at 10.21 acres. We are proposing a
modification to an existing stormwater permit (SW8 960918). We are enlarging the detention pond to
accommodate Outparcel Nos. 3 and 4 and we are proposing development of the existing "office" site at the
south end of the tract for the construction of a Dollar General Store. Included are asphalt parking and an
extended access road.
Form SW-101 January 1998 Page 5 of 4