SW8020216_Historical File_20021023

�QF WAT_,O Q Michael F. Easley, Governor
Secreta
North Carolina Department of Environmllent and NaturalG. Ross, rResourrces
� r
> y Alan W. Klimek P.E., Director
f] Division d Water Quality
Wilmington Regional Office
October 23, 2002
Mr. Christopher W. Bailey,Vice President
Holden Beach Land Group, LLC
405-D Western Boulevard
Jacksonville,NC 28546
Subject: Permit No. SW8 020216
Holden Beach Food Lion
High Density Stormwater Project
Dear Mr. Bailey: Brunswick County
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Holden Beach Food Lion on October 3, 2002. 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 020216
dated October 23, 2002, for the construction of Holden Beach Food Lion.
This permit shall be effective from the date of issuance until October 23,2012, 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(910)395-3900.
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/:arl S:1WQSISTORMWATIPERMIT10202.16.00T
cc: Glenn Tew,P.E.
Holden Beach Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
`i
N.C.Division of Water Quality 127 Cardinal Drive Extension Wilmington,N.C.28405 [phone] Fax[phone] Customer Service
800-623-7748

State Stormwater Management Systems
Permit No. SW8 020216
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
Holden Beach Land Group, LLC
Holden Beach Food Lion
Brunswick 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 October 23,2012 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 756,799 square feet of impervious area. This
pond is designed to be operated with a vegetated filter.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
4. The tract will be limited to the amount of built-upon area indicated on page 3 of this
permit, and per approved plans.
5. 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.
2

State Stormwater Management Systems
Permit No. SW8 020216
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
Holden Beach Land Group, LLC
Holden Beach Food Lion
Brunswick 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 October 23, 2012 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 756,799 square feet of impervious area. This
pond is designed to be operated with a vegetated filter.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
4. The tract will be limited to the amount of built-upon area indicated on page 3 of this
permit, and per approved plans.
5. All stormwater collection and treatment systems must be located in either dedicated
common.areas or recorded easements. The final plats fcr the project v4rill be recorded
showing all such required easements, in accordance with the approved plans.
2

State Stormwater Management Systems
Permit No. SW8 020216
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: Holden Beach Food Lion
Permit Number: SW8 020216
Location: Brunswick County
Applicant: Mr. Christopher W. Bailey, Vice President
Mailing Address: Holden Beach Land Group,LLC
405-D Western Boulevard
Jacksonville,NC 28546
Application Date: October 3, 2002
Water Body Receiving Stormwater Runoff: UT Lockwoods Folly River/ 15-25-1-(11)
Classification of Water Body: "SC HQW"
Pond Depth, feet: 7.5
Permanent Pool Elevation,FMSL: 31.00
Drainage Area, acres: 24.27
Total Impervious Surfaces, ftz: 756,799
Food Lion, ftz: 217,527
Outparcel 1, ftz: 45,738
Outparcel 2, ftz: 41,382
Future, ftz 168,577
Offsite, ftz: 246,113
Required Surface Area, ftz: 25,154
Provided Surface Area, ftz: 25,503
Required Storage Volume, ft3: 61,165
Provided Storage Volume, ft3: 70,554
Temporary Storage Elevation,FMSL: 33.21
Controlling Orifice: 3"cp pipe
3

State Stormwater Management Systems
Permit No. SW8 020216
II. SCHEDULE OF COMPLIANCE
1. 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. All connections into the stormwater system from future areas or outparcels shall be made
such that short-circuiting of the system does not occur.
4. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including,but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins
and piping.
g. Access to the outlet structure must be available at all times-
h. The vegetated filter will be kept grassed with no erosion. The spreader mechanism
will be kept clear.
5. 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.
6. Decorative spray fountains will not be allowed in the stormwater treatment system.
7. 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.
8. 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.
9. 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.
10. Prior to the sale of any portion of the property, an access/maintenance casement to the
stormwater facilities shall be granted in favor of the permittee if access to the stornwater
facilities will be restricted by the sale of any portion of the property.
11. The permittee is responsible for verifying that the proposed built-upon area does not
exceed the allowable built-upon area.
12. 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.
4

State Stormwater Management Systems
Permit No. SW8 020216
13. Deed restrictions must be recorded prior to the sale of any portion of the drainage area,
outparcel or future area shown on the approved plans to ensure that the new owners are
made aware of the built-upon area limitations. The following statements must be
recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 020216, as issued by the Division
of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina, Division of Water
Quality.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
f. The maximum built-upon area for Outparcel 1 is 45,738 ftz and for Outparcel 2,
41,382 ft2; Future built-upon areas are limited to 168,577 ftz; the Hines property is
limited to 37,462 ftz; as shown on the approved plans. These allotted amounts
include any built-upon area constructed within the property boundaries, and that
portion of the right-of-way between the lot lines and the edge of the pavement.
Built upon area includes,but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate, coquina and parking areas,but does not include raised, open
wood decking, or the water surface of swimming pools.
g. The runoff from all built-upon area within the outparcel or future area must be
directed into the permitted stormwater control system.
h. Built-upon area in excess of the permitted amount will require a permit
modification.
i. The connection into the stormwater control shall be made such that short-
circuiting of the system does not occur.
j. Each outparcel or future development tract whose ownership is not retained by the
permittee, shall submit a separate permit application to the Division of Water
Quality and receive a permit prior to construction.
14. A copy of the recorded deed restrictions with all statements as listed above, 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/sea.] of.the Register of Deeds.
15. Built upon area includes,but is not limited to, structures, asphalt, concrete, gravel,brick,
stone, slate, coquina and parking areas, but does not include raised, open wood decking,
or the water surface of swimming pools
5

State Stormwater Management Systems
Permit No. SW8 020216
16. 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.
17. 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 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 or 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 and/or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
18. The Director may determine that other revisions to the project should require a
modification to the permit.
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. The permittee is responsible for maintaining compliance with the permit
conditions until such time as the Division approves the transfer.
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 may be imposed by other government
agencies (local, state, and federal)which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement
stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property for the purpose ui
inspecting all components of the permitted stormwater management facility.
6. The permit may be modified,revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does not
stay any permit condition.
7. Unless specified elsewhere,permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
6

State Stormwater Management Systems
Permit No. SW8 020216
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
Permit issued this the 23rd day of October, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
KCV AAAA� o �—
Alan . Klimek,P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 020216
7

r=
y.r
o .. J •R
Date Received Fee Paid Permit Number
Z � �/3-02 � �°
2� M1005 SA)8 0202/�v
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
L GENERAL INFORMATION
1. Applicants name(specify the name of the corporation,individual,etc.who owns the project):
Holden Beath Land GrQ= TTc
2. Print Owner/Signing Official's name and title(person legally responsible for facility and compliance):
Christopher W. ilev - Vice Pr sidPnt
3. Mailing Address for person listed in item 2 above:
. 405-D Western Boulevard
City:_ Jack onv'�1 e State: N.C. Zip: 28 46
Telephone Number: �_910 1 �46-8443
4. Project Name(subdivision,facility,or establishment name-should be consistent with project name on
plans,specifications,letters,operation and maintenance agreements,etc.):
Holden Beach - Food Lion Shopping Center
5. Location of Project(street address):
Sabbath-Home Road
City: Holden Beach County: Brunswick
6. Directions to project(from nearest major intersection):
Project os located in the Northeast quadrant at the intersection of NC
Hwy 130 and Sabbath Home Road (SR 1120)
0
-7. Latitude: 33 55. 96' Longitude: 78 0 15. 30' of project
8. Contact person who can answer questions about the project:
Name: ri Ann TeT,z Telephone Number: ( 910 892-5159
IL PERMIT INFORMATION..
I. Specify whether project is(check one): X New Renewal . Modification
Foam SWU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit,list the
exis,ting permit number and its issue date(if known)
3. Specify the type of project(check one):
Low Density x
_High Density Redevelop General Permit Other
4. Additional Project Requirements(check applicable blanks):
_CAMA Major x Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below,summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages)'describing stormwater management for the project.
The stormwater from the referenced project will be collected by a network of'drop
in1Pt structures and transmitted by underground pipes to a permanent wet pond
rPtPntinn basin before leaving the site.
2. Stormwater runoff from this project drains to the Lockwoods Folly River basin.
3. Total Project Area: 24.27 acres 4. Project Built Upon Area: 71.61% %
S. How many drainage areas does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project,attach an additional sheet with the information for each area provided in the same format as below.
e Am ia
Receiving Stream Name
Receiving Stream Class SC HQW
Drainage Area 24.27 Ac 1 057 201.20 SF)
Existing Impervious*Area 0.39 ac (16,988.40 SF)
Proposed Im ervious`Area 17.38 ac. (757,072.80 SF)
%Im ou?Area(total) 71.61 %
Ana 1
x
On-site Buildings 1-.26 ac (54,761 SF)
On-site Streets 1.8- ac (78,408 SF
On-site Parking 1.8 ac (78,408 SF)
On-site Sidewalks 0.14 ac (5950 SF)
Other on-sitepf�4 R&rC- 5.87 ac 255 697.20 SF
Off-site 6.51 ac(283,575.60 SF)
Total: 17.38 SF) Total: � '19
"Impervious area is defined as the built upon area including,but not Iimited to,buildings,roads,parking areas,
sidewalks,gravel areas,etc.
Form SWLT-101 Versions 3.99 Page 2 of 4

7. HoW was the off-site impervious area listed above derived? Fire acres of off site (zoned residential;
are assumed to be 50% Imp. for 2.5 acres plus 4.22 acres off site (zoned commercial)
are assume to a mp. for 4.01 acres for a totai o _ ious.
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.
I. 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. SwaIes shall not be filled in,piped,or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below,you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above,that the covenants will be binding on all parties and
persons claiming under them,that they will run with the land,that the required covenants cannot be changed or
deleted without concurrence from the State,and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s)listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at(919)733-5083 for the
status and availability of these forms.
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density,Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off-Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 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 application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Ipitials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s)for each BMP
AT-
• Permit application processing fee of$420(payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications,including: �-�-
-Development/Project name
-Engineer and firm
-Legend
-North arrow
Scale
-Revision number&date
-Mean high water line
-Dimensioned property/project boundary
-Location map with named streets or NCSR numbers
-Original contours,proposed contours,spot elevations,finished floor elevations
-Details of roads,drainage features,collection systems,and stormwater control measures
-Wetlands delineated,or a note on plans that none exist
-Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations
-Drainage areas delineated
-Vegetated buffers(where required) i
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf,please complete this section.
Designated agent(individual or fine):__ Jordan-Tew & Associates., P.A.
Mailing Address: P.O. Box 249 (102 West Broad Street)
City: Dunn State: NC Zip: 28335
Phone: ( 910 ) 892-5159 Fax: ( 910 ) 892-1893
VIII. APPLICANT'S CERTIFICATION
I,(print or type name of person Iisted in General Information,item 2) Christopher W. Bailey/Vice President
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be corystfilcted ' •onformance with the approved plans,that the required deed restrictions
and protective coven W ll e rde and that the proposed project complies with the requirements of 15A
NCAC 2H.1000.
Signature: `� Date:
Form SWU-101 Version 3.99 Page 4 of 4

MEMORY TRANSMISSION REPORT
TIME : 09-28-111 07:29
FAX N0,1 : 910-350-2004
NAME :DENR Wilmington
FILE NO. 288
DATE 09.28 07:27
TO : S 919103468637
DOCUMENT PAGES 5
START TIME 09.28 07:27
END TIME : 09.28 07:29
PAGES SENT 5
STATUS OK
*** SUCCESSFUL TX NOTICE ***
Michmmi F_ Egas lay
,Govarnor
p North Carolina Dapartmant cf EnvlronVm1mnt sand Nstu�nlrAzacbur es
Alan W. Klimalc P.E., Dira9Ctor
O. -C Division o Watlar Quality
Wilmington Ftoglonal Offlca
Octcbcr 23,2002
lath.C wlstoplsar W.Bailey,Vice President
M0,1003M Beach Land Group,LLC
405-D Wenterma Boule!vsrd
Jaclrsonville,NC 2BS46
Subject: pewwnit 1V'o_ SVVB 020216
• HOlden Beacb Food Lion
High Densittyy Stoimwatar project
Br•txrtewicIc C'.ouatyr
Doer ibis-_Bailey:
The Wilaxinataa Regional Office racaived a eoatplete Storaawater Managaasent Pormit
ApplicataoR ffo�r I�oldt+a Baaac3a Food Limn on Qctobe 3,20p2_ Staff review of the plans aaad
spaoifloations has determined that the prcdoct.as proposed.will comnply with the Storxuwatcr
bar 23,2002�for the construction ofIIoldaatW Beac Fooad Lion t No. $WS 020216
This psaaait sha11 bs afreotive from the data ofissuance until Octobcr 23,2o12,and shall be
subjeast to the conditions and limitations as specified therein. Plesaa pay.sp ecial attasatioa to the
Operatioosa avid Maiater»asaco re4uiremauts is this permit.1?silure to astsblisYt an adocl—te 031-ftxn
4aor apasaYion sad mainta�vance c f the st'errawater managatmant eystern will result in fixture
comapLance problems_
if any parts rasquivanacmata6 or limitations cc ntaine a in this peanut are
"-- ----ap ble,you Lave the
right to r�ac�uest as adJudicatoxy Aaaring upon written request within tllirt�(30)days followirag
racarpt of this palmit_ This request must ba in the form Of a written petition,o
G� aQeranang to
aptar I SOB of the Nth or CarOliasa.C3eneral Statutes,amid Mad with the Offtaxo of Administrative
�leamr�a,P.O.Draavat 27447,Raleigh,NC 276 1 1-7447. L7rxlaess sua:lx deaaamada are made this
permit 82a11 be final sad bindigg-
lfyou have any queatioans,caw aced additional information cOracammaiag tliie rnsLtter,plcase contact
t_7. ate=,a,wjs.cw me at(910)1 395-3900_
Sincerely.
Ric1c Shiver
Water Quality Ragioraal Supervisor
RSS/:arI 0216_Q4ZrT
cc: <ilaman Taw,P_E.
Holden Beach Building Inspections
r_iz"2a Lewis
Wilmingtoma Regional Office
a..Emuiaai Fiiee
N_ar^._ 0/Wetsr Ivy 12T Cardlnel oslw 6Kenslon WK-1nptaan,N_C.2es06 (61 Ol 39l6.3000 Fax(e10)360-2004 q-- M n os

oc: o 3 ?0o2 Gordan - Tew & Associates, P.A.
ENGINEERWG,SURVETHO,AMTERMUTESTING&PLANNING
142 West Brad Street(Zip28334)
Post Office Box 249
Du=,IN'txtE Carolina 28355
Roiurie E.Jordao,p.L$. l( II (i Phcax;CMO)M51-W
Johnny(llean Taw,P.E. VCrN l�n Fax (910)M1893
MMH QF
s!� VjVer11
To : WIL'nre'A Ite : a 2 62
Company: G. !9 Location
12. '7. . CIA el-I Ty, N Project Name
We Transmit . WHereravith aln Accordance(With Your Request
The Following : © Drawings Preliminary: 0 Test Results Gather
For Your: Approval use ® Review&Comment ® Record
Number of Sets or Copies Date Description
� it C 7�► �Q vi�c' 1� . G
Remarks :
Transmitted By: Copies To:

t-19-93; 12.00AM; ;910483 ;489 #
Wo
'JORDAN- TM & ASSoc][aTEs, P.A.
ENGEWERING, SURVEYING, MATERJALS TESTING & PLANNING
102 NEST BROAB STRMT(ZIP 28334)
POST OFFICE BOX 249
BUM*N.C 28M
Ronnie&JuAms P.LS Phom: 9104924M
Jdmv GI®Taw,P.S Fax 910402-IM3
FAGS M E TRANSM11TAL SHEET
DATE: 16 l R l a
FAX FROM:__
FAX TO: c CA."1'S
FAX No.: (t?lo)
COMPANY: . C . ✓i S i a� Ufa ""W0`1
PROJECT NAME O)t SUBJECT: Ile,• AIOG.� ti o H
TOTAL NO. -OF PAGES BEING FAXED (INCLUDING COVER)
ORFMNAL WILL= OR WILL NOT BE MAILED
MESSAGE: vc- Se u (L--�
Y`eU 143 dLse e rfi1512 AajoltD
e
>oo,'2

Holden Beach Food Lion Shopping Center Management Narrative
The above referenced project is located in the northeast quadrant of the intersection of
IvCSR 1120 (Sabbath Home Road) and NCSR 1239 (Ocean View Avenue). The project
will consist of a Food Lion Grocery Store and 10 each (1200 s f) commercial shops. The
project will.also have 2 present out parcels plus 1 area that is expected (but not presently)
to become part of the shopping center. The project will have several areas of offsite
property that will drain onto the project site and these areas have been taken into
consideration during the design of the pond.
The total drainage areas that will flow to the pond are as follows: 1) Food Lion Parcel
(includes sanitary sewer plant and retention pond areas) 12.97 acres - on .site. 2) Out
Parcel I, (1.1 acres-on site). 3)Out Parcel H, (1.0 Acres-on site). 4)Hines Property 0.9
acres - off site. 5) Various off site areas zoned commercial 3.3 Acres - off site. 6)
Various off site areas zoned residential 5.0 Acres off site. We have assumed the off site
residential parcels will be 50% impervious and the offsite commercial parcels will be
95% impervious. The on site Food Lion parcel has been calculated using 5.00 acres of
impervious as is shown on the present plan + 3.87 acres of impervious for future
development of the sanitary sewer plant area and the on site spoil area between the sewer
plant and the permanent retention pond. Using this information we have calculated that
the percent impervious for the total upstream drainage area is 71.61% (17.38 acres
impervious + 24.27 total acres)see data below.
Total Drainage Area (on site)Food Lion Parcel= 12.97 Ac., (on site) Out Parcel I= 1.1
Ac., (on site) Out Parcel H = 1.0 Ac., (off site) Hines Property = 0.9 Ac., (off site)
Various Parcels=8.3 Ac.,(See off site Drainage Map)24.27 Acres
Primary on-site Food Lion(BUA)(as shown on site plan) 5.00 ac..
Other on-site : Future Development(sewer plant plus spoil area)4.65 @ 83%)=3.87 ac
Out Parcel I(1.1 ac @ 95%)= 1.05 ac.
Out Parcel 11 (1.0 ac @ 95%)=0.95 ac.
Off Site Hines Parcel(0.9 ac @ 95%)=0.86 RECEIVED
See Off site Map (3.1 ac @ 50%)= 1.55
See Off Site Map(1.2 ac @ 500%)= 0.60
See Off Site Map (0.7,ac @ 50%) =0.35 OCT 0 3 2002
See Off Site Map(0.9 ac @ 95%)=0.86
See Off Site Map(1.3 ac @ 95%)= 1.24 nwQ©Zo2/C
See Off Site Map(1.1 ac-@ 95%)= 1.05 PROD#
S(,u8 o
Total BUA's Drainage Area= 17.38 Ac
�IK CA
Total%impervious(Total Drainage Area)= 17.38 ac _ 24.27 ac=71.61% r� �•��a*(•►R�l�,y'�
�*• fi�E�d� ��s
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SA/DA Factor=0.023805 Using 7.5' depth in pond
Surface area required=24.27 Ac. (0.023805)=0.5777 Ac. =25,166.67 SF
Surface area provided at permanent pool elevation 31.00=25,503 SF therefore oA.
We have designed a network of pipes and catch basins, which will ensure that all the on
site as well as off site water that is upstream from this pond will be routed to and through
this permanent retention pond.
We have determined the volume of water that the pond must store from a 1"rain event s
follows: (using the"Simple Method"as described by Schueler(1997)
Rv= 0.05 +0.0091 where Rv =Run off coefficient = 0.05 + 0.009 (71.61) 1 = Percent
Impervious=0.69449
Volume of water to be contained = (Design rainfall) (Rv) (Drainage Area) = (F)
(0.69449 Win)(Vikft/in)(24.27 acres)= 1.4046 acre feet =61, 184.64 ft3
We have determined that setting the top of the principal spillway"tee"at 33.21' elevation
will provide us with ft-240-43 storage, which will be sufficient to store the runoff from
the.1"storm event. 70� 553. 61 /C3 A-T-
Next we determine the size needed for the outlet orifice at the principal spillway structure
as follows: 3
J70, 5'53.6( .41- 1 C#/o,L ,g 8,41 605.to *743.-�L2
A421M - 0.2479 ft3/sec (assumes 3" diameter outlet) = 24kM see. + 60 = 4,-t -5-
dmin.with
1.1' average head) =�Wmia + 60 = 68,54 hrs. bl-W hours _ 24 =TB.J 3.zq
y 7q.0 6 r/9.06
This 3"diameter orifice is o.k. as the draw down time for the run off from a 1"rain event
will drain down within a 2-5 day time period.
We have designed the flow pattern of the water through the permanent retention pond in
a manner so that the length of the centerlino of the flow path is 667' while the width of
the basin is 215', which gives a length to width ratio of 3.10, which is greater than the
minimum 3:1 required.
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85% TSS REMOVAL
30 FOOT VEGETATED FILTER REQUIRED
' DEPTH 3' 3.5' 4.0' 4.5' 5.0' S.5' 6.0' 6.5' 7.0' 7.5'
r
IMP %
10% .9 1 .8 .7 .6 1 .5 0 0 0 0 0
20% 1.7 1.3 1.2 1.1 1.0 .9 .8 .7 .6 .5
30% 2.5 2.2 1.9 1.8 1.6 . 1.5 1.3 _ 1.2 1.0 .9 . _
40% 3.4 13.0 2.6 2.4 12.1 1.9 1.6 11.4 1A 1.0
50% 4.2 3.7 1 3.3 3.0 2.7 12.4 2.1 1.8 1.5 1.3
60% 5.0 4.5 3.8 3.5 3.2 2.9 2.6 2.3 2.0 1.6
70% 6.0 15.2 4.5 4.1 3.7 *3.3 2.9 12.5 2.1 1.8
80% 6.8 6.0 5.2 4.7 4.2 3.7 3.2 2.7 2.2 2.0
90% 7.5 6.5 5.8 15.3 14.8 4.3 3.8 3.3 2.8 m2!9a.,
100% 1 8.2 17.4 6.8 16.2 1 5.6 15.0 14.4 13.8
*Revised 10/31rn =
90% TSS REMOVAL 4580
NO VEGETATED FILTER REQUIRED �o•.'yih. 'G'1 NEE�`,��3,.;''�'
. al�eie�ses Id/�b�+
DEPTH 3 3.5' 4.0' 4.5' • 5.0' 5.5' 6.0' 6.5' 7.0' 7.5'
IMP %
10% 1.3 1.0 .8 .7 .6 .5 .4 .3 .2 .1
20% 2.4 2.0 1.8 1.7 1.5 1.4 1.2 1.0 .9 .6
30% 3.5 3.0 2.7 2.5 2.2 1.9 1.6 1.3 1.1 :8
40% 4.5 4.0 3.5 3.1 12.8 2.5 2.1 1.8 1.4 1.1
50% 5.6 5.0 4.3 3.9 3.5 3.1 2.7 2.3 1.9 1.5
60% 7.0 6.0 5.3 4.8 4.3 1. 3.9 3.4 2.9 2.4 1.9
70% 8.1 7.0 6.0 5.5 5.0 4.5 3.9 3.4 2.9 2.3
80% 9.4 8.0 7.0 16.4 5.7 5.2 4.6 4.0 3.4 2.8
90% 1 .10.7 19.0 7.9 17.2 6.5 15.9 5.2 14.6 3.9 3.3
11 100% 1 12.0 1 10.0 1 8.8 18.1 17.3 6.6 15.8 15.1 4.3 13.6
Note: The required surface area calculated from the tables is to be provided at the permanent pool elevation.

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Holden Beach Food Dion Shopping Center
Wet Detention Basin Supplement Justification Sheet
e. We have designed the SAMA ratio to provide 9Q°/a of TV due to the fact that wa
are unable to provide a 30' vegetated swale .at the principal spillway outlet
location.
k. The property that the retention pond is located on is owned and controlled by the
same legal entity that will own and control the retention pond and therefore there
will not be a need for an easement to be obtained unless dnnd until this property
should change ownership.
A � r
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P. 1
COMMUNICATION RESULT REPORT ( OCT. 2.2882 8:32AM )
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
----------------------------------------------------------------------------------------------------
752 MEMORY TX 89108921893 OK P. 1/1
-----------------------------------------------------------------------------------------------------
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
0-� ware
Michael F. Easley, Governor
cj William G. Ross,Jr, Secretary
North Carolina Department of Environment and Natural Aesources
G7 Alan W, Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
FAX COVER SKEET
I
! i
Date: October', 02 No. of Page$. 1
To: Glenn Te* JE. From: Linda Lewis
Company: 3'4d n-Tow&Associates 'Water Quality Section�Stormwater
FAX#; 911a- 2-1$9311 FAX#[phone]
11 Phone#[phone]
D'WQ StormwatW�roject Number: SWS 020216
Project Nannea Holden Beach Food Lion
MESSAGE: �
Deer Glenn:
1 have re d the calculatiox;s regarding the sto=water permit application for Holden
Beach Food Lion It1 were faxed to me on September 27,2002.Please provide the following items;
a. Ple4e,provide either a sealed cover page for the remaining calculation pages that

ATi Q Michael F. Easley, Governor
G' 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: October 2,2002 No. of Pages: 1
To: Glenn Tew,P.E. From: Linda Lewis
Company: Jordan-Tew&Associates Water Quality Section- Stormwater
FAX#: [phone] FAX#[phone]
Phone#[phone]
DWQ Stormwater Project Number: SW8 020216
Project Name: Holden Beach Food Lion
MESSAGE:
Dear Glenn:
I have reviewed the calculations regarding the Stormwater permit application for Bolden
Beach Food Lion that were faxed to me on September 27,2002.Please provide the following items:
a. Please provide either a sealed cover page for the remaining calculation pages that
were originally sent on August 13,2002,or submit individual sealed pages for those
remaining calculations.
2. Please label the contour elevations on each volume calculation sheet that you
provided on September 27, 2002. Only the first sheet has them labeled.
S:\WQS\STORMWAT\ADDINFO\2002\020216.00T
AN WX
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington,N.C.28405 [phone] Fax[phone] Customer Service
800-623-7748

P. 1
COMMUNICATION RESULT REPORT ( SEP.26.2002 4:22PM )
TTI NCDENR WIRO
FILE MODE ----OPTION----------------ADDRESS-(GROUP)-----------------RESULT---------PAGE-----
------------------ -
649 MEMORY T`.; 8-9108921893 OK P. 1/1
- -----------------------------------------------------------------------------------------------
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
��a�
Michael F. Easley, GoveMor
William G. Ross,Jr.,secretary
North Carolina Department of Environment and Natural Resource
Alan W, Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
FAX COVER SITEET
Date: September 26!2002 No. of Pages: I
To: Glenn Ted;,P.E. From: Linda.Lewis
CompaRy: Jordan Tew&Associates Water Quality Section,Stormwater
FAX#: 91&09 -1893 FAX#[phone]
Phone#[phone]
DW Stormwftte1r:P Q ject Number: SWS 020216
Prn j ect Name: Holden Reach Food Lion
MESSAGE:
Dear Glenn:
I have review the infolmiation regarding the stormwater ner�,dt applimtjcn fyr Holden
Reach Food Lion lhOtv r4s submitted on August 13, 2002. Please address the following items;
1. 1 a-ha, ing fxouble duplicating the accumulated volumes that are reported in the
calcW44 aus. What method did you use to determine the incremental volumes?My

F wATF
Michael F. Easley, Governor
+0 6
William G. Ross,Jr., Secretary
f.. 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: September 26,2002 No. of Pages: 1
To: Glenn Tew,P.E. From: Linda Lewis 43�
Company: Jordan-Tew& Associates Water Quality Section- Stormwater
FAX#: [phone] FAX#[phone]
Phone#[phone]
DWQ Stormwater Project Number: SW8 020216
Project Name: Holden Beach Food Lion
MESSAGE:
Dear Glenn:
I have reviewed the information regarding the stormwater permit application for Holden
Beach Food Lion that was submitted on August 13, 2002. Please addYess the following items:
1. I am having trouble duplicating the accumulated volumes that are reported in the
calculations. What method did you use to determine the incremental volumes?My
spreadsheet simply averages the two areas and multiplies by the elevation difference.
When I do that with the areas reported in the calculations,I get significantly different
numbers than shown.
2. Please provide forebay volume calculations.
3. Please seal the revised calculations.
S:\WQS\STORMWAT\ADDINFO\2002\020216.SEP
N.C.Division of Water Quality 127 Cardinal Drive Extension Wilmington,N.C.28405 [phone] Fax[phone] Customer Service
800-623-7748

Jordom - Tew & Associates, P.A.
EfGMMUMV.SURMUM,MAMUM n3MG&PLANNING
l02 west&mW d(Zi W-M)
Z umu,NWIL CAMNal 2833
Rosu�ieIL 7at4fo,P.hB.
-TOh=y OR=Tow,P.&
LEM a ------ ------------
To: �in �«. . LewiS7iv'
n
Company: � G ._.�.. (j6� • Q� Location: rc. cat Cc .
Project Navas; lj eh )FOLO CIQ
4 c
We Transmit: L Herewith ❑In Accordance With Yaw Rec,.d
The Following: E3 Drawings © Prelimi=y Test Resin Other
For Your: Approval 0 Use - ❑Review fit Comment Ll Record
Number of Seta or Copies Date Description
Remarks: GA�P Y'
M � J c /e CI
Tram By. Copies To: �
let�QG$ �1 -F� C-S #,3 �x�'I`-� /os� ho tfe beeH r�✓Pse
�V`e,M /eG p "1 e, -V vC�1 I r'6�( P;a& �� r�Ktr� `C.�l� ` Gr1 J!"1'� , ✓1
1
me VP� V✓uS /h� t � 49'p"C e4^ d �e �a�L12 Woo

JORDAN - TEW & ASSOCIATES, P.A.
ENGINEERING,SURVEYING,MATERIALS TESTING&PLANNING
102 WEST BROAD STREET(ZIP 28334)
P.O.BOX 249
DUNN,N.C.28335
RONNIE E.JORDAN,P.L.S. EMAIL: [e-mail] 28335 om PHONES:FAY.483-1489
JOHNNY GLENN TEW,P.E. DUNN(910)892-5159
FAX:[phone]
E EIVED
August 6, 2002
AUG 13 2002
DWQ
N.C.D.W.Q. PROD # :S $O 7oZ(o
Attention: Linda Lewis,]Environmental Engineer
127 Cardinal Drive Extension
Wilmington,N.C. 28405
RE: Request for additional information-Stormwater Project No. SW8 020216
Food Lion Shopping Center-Holden Beach,Brunswick County
Dear Ms.Lewis:
The following is a response to your above referenced request for additional-information.
We have addressed each of your review items as follows:
1. We have added a note on Sheet #1 of the plans that no wet lands are present on the
site as per information provided by owner/developer.
2. Holden Beach Land Group,LLC will have control of all the property as shown within
the project area and therefore there should not be a need for an access easement to the
retention pond area. If and when the property should change possession an access
easement will be provided in order to assure continued access to the retention pond
area.
3. We have specified emergent rush as the wetland plant to be planted on the 6:1
vegetated shelf.
4. We have reconfigured the pond design so that the travel path of the water has a total
length of 667' while the overall width of the basin is 215'. This gives a length to
width ratio of 667'/215' =3.1, which exceeds the 3:1 minimum required ratio.
5. We have added the location of Hwy 130 and Hwy 17 to the vicinity map. '
6. We have added the maximum allowable built upon areas for Out parcel I and Out
parcel H on the plan data sheet. We have not added the Hines property to the data
sheet as it is not presently part of the project itself. We have considered it as an
offsite parcel that is zoned as commercial and have used a 95% impervious area
coverage in the design calculations for the ponds overall SA/DA requirement. We
have also taken the parcel into account in our temporary storage volume needed in the
pond. Should this parcel become part of the project in the future the restrictive
covenants as submitted with the revised application can be amended to include this
parcel.

7. We have redesigned the pond such that the pond no longer is encroaching onto any
property of John Holden. This should relieve the requirement for such an easement
for access and maintenance for the pond. The principal spillway and emergency by
pass spillway have also been redesigned so that they now fall within an existing
drainage swale easement that adjoins the project site on the northeast line as shown
on the grading and drainage plan.
8. We have provided a.Va."versus storage table with the project narrative that shows
that the runoff from the 1" rain event will be stored in the redesigned pond at an
elevation of 33.21 and this is where we have set the top of the 12" tee for the
principal spillway structure. Therefore the storage volume required is held between
the elevations of 3 1.00 and 33.21.
9. We have added the temporary storage pool elevation to pond section A-A.
10. We have provided with this submission an offsite drainage area map, which specifies
the offsite areas that contribute to the overall drainage area. The map shows the size
of the areas, the current zoning of the areas and the design impervious amounts for
each area.
11. We have provided a legend on the plans.
12. We have referenced the principal spillway structure on the plans as well as the detail.
13. We have extended the stormwater system so that it now touches and stubs into Out
Parcel I.
14. We have redesigned the 18"drain lines that drain the water from the spoil area so that
they first enter the forbay area.
15. We have provided a plan view of the permanent pool elevation 31.00 with its
dimensions on Sheet#2.
16. We have redesigned the depths for the permanent pond areas as well as the forbay
area and have shown the levels for sediment removal in the wet pond supplement
form as part of the maintenance instructions.
17. We have reported all built upon areas as acres as well as square feet.
18. We have provided the latitude and longitude of the principal spillway on the revised
application form.
19. We have provided the deed restrictions for future development on the sanitary sewer
plant and spoil area as well as Out Parcel I and Out Parcel U. We have not included
the Hines property on the deed restrictions due to the fact that Holden Beach Land
Group, LLC does not currently have control of this property. These deed restrictions
could be amended at some future date if this property is obtained by the Holden
Beach Land Group,LLC.
20. We have separated the Food Lion built upon areas from the "other on site areas" and
"offsite areas" as per your request. Remembering that the Hines property is currently
classified as off site property zoned commercially and assumed for design purposes to
be ?07impervious.
21. We have provided a 3" outlet orifice and have noted it as such on the plans and the
supplement.
22. I have hand written my initials on the wet pond supplement form.
23. As previously mentioned we have provided a pond length to width ratio that is greater
than 3 to 1.
24. I have initialed item'M"on the wet pond supplement.

25. We have reworked the overall calculations and they are in detail inside the project
narrative. The revised calculations show a total drainage area to the pond of 24.27
acres and a total built out impervious area of 17.38 acres. This given an overall
impervious area percentage of 17.38 acres =24.27 acres^ 71.61%. This is the figure
we used to determine the required SA/DA percentage when we assumed a pond depth
of 7.5'.
26. We have used the required percentages of 50% impervious for offshe residential and
95%impervious for off site commercial areas in our pond calculations.
27. We have used the.SA/bA table for the coastal counties and are furnishing a copy of
this table with this correspondence.
28. We have provided a table of the stage elevations verses the cumulative storage
volumes for the permanent pool area as well as a separate table for the temporary
storage pool area. This table can be used to determine the cumulative storage
volumes that will be present at a given elevation.
29. We are unable to provide a 30' vegetated filter at the principal spillway outlet and
therefore we have used the 90% TO design table which is to be used in lieu of
providing such a filter.
If you have any questions regarding this additional information, please feel free to call.
Sincerely,
Jordan-Tew&Associates,P.A.
?ohnnvyGlenn Tew, PE
JGT:dl

Jordan - Tew & Associates, P.
E?VGP&EiWG,.�5'�l G,A TESTING 8r P. W J t 1 -
1 Brad 9 t d ft28334)
Officx Box Z49
s ..,lT Piodh Cffolina 28335
r
Ronme B Jcgdsn,P ;" am(DIOD .5151
Johmy GUM TOW, � 4 N a- �� � (9IO)Mt893
---- ---- •----
ll //IaEUM—OZ 1 A
To : � rl o� -----�—�mee r D , . ok a�
Company: G-. ram. . C� Location N(M' ev t c�c Cc
Project Name,
W 1 I WII�el V1 " > G• �;(aqb 5 {►� j.l G yl
We Transmit : WrHerewith O In Accordance With Your Request
The Following: ( Drawings E Preliminary; L) Test Resuits O'Other
For Your: afApproval .. Use Review&Comment Ll Record
Number of Sets or Copies Date Description
I�� s
1^e v i e w ,dCrw. cc c
Remarks : ICl/t�GL �h�iS �ai 1 e �/ oV env SST Wor//� �e
Transmitted By:� ,R.J Co es To:
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JORDAN - TEW & ASSOCIATES, P.A.
ENGINEERING,SURVEYING,MATERIALS TESTING&PLANNING
102 WEST BROAD STREET(ZIP 29334)
P.O.BOX 249
DUNN,N.C.29335
RONNIE E.J P.L.E. EMAIL: dardan70l®aol.com PHONES:FAY.483-1489
JOHNNY GLENN ENN TE TEW,P.E. DUNN(910)992-5159
FAX:[phone]
July 16, 2002
Attention: Linda Lewis, Environmental Engineer
N.C. Division of Water Quality
127 Cardinal Drive Extention
Wilmington, N.C. 28405
Re: Request for additional information Stormwater Project No. SW8020216
Food Lion Shopping Center—Holden Beach,BrunswickCo.,N.C.
Dear Ms. Lewis:
As per you letter dated June 21, 2002, I am requesting additional time in order to
resubmit a revised plan, which addresses your review comments. I am requesting an
additional 30 days maximum in order to prepare the redesign plan and the revised data.
Therefore I am requesting that my revised plan be allowed to be resubmitted no later than
August 21, 2002 before the project would be returned as incomplete.
Please notify me if this request for time extention is granted.
Sincerely,
Jordan-Tew & Associates, PA
eny%lenn
JGT:dl
�v

F gATF
�O 9Q Michael F. Easley, Governor
William G. Ross, Jr. Secretary
vj North Carolina Department of Environment and Natural esources
=i Alan W. Klimek P.E., Director
IF--- _ 'C Division of Water Quality
Wilmington Regional Office
June 21, 2002
Mr. Christopher W. Bailey,Vice President
Holden Beach Land Group, LLC
405-D Western Boulevard
Jacksonville,NC 28546
Subj ect: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 020216
Food Lion Shopping Center-Holden Beach
Brunswick County
Dear Mr. Bailey:
The Wilmington Regional Office received a Stormwater Management Permit Application
for Food Lion Shopping Center-Holden Beach on April 16,2002. 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. Please either delineate all wetlands on the proposed site, disturbed or undisturbed,
or note on the plans that none exist.A pocket of wetlands has been shown on the
adjacent Holden property,but nothing is shown for the proposed property.
f 2. Please show where 60'access to the pond will be provided.No access easement
has been noted on the plans.
f3. Please specify., by name,the wetland species to be planted on the 6:1 vegetated
shelf.
i✓4. Please reconfigure the pond to provide a 3:1 L:W flow path ratio. The current
location of the outlet structure will cause the runoff to short-circuit a large portion
of the pond.
1 5. 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.
6. Please complete the site data table on sheet 1 of 5 by including the built-upon
limits for the outparcels (OP) and the Hines property. It is not necessary to break
down the proposed OP's and the Hines property into buildings and parking just
show the total BUA allowed.
7. Please provide a copy of the executed drainage easement agreement with John
Holden. It needs to include the ability to access the property for maintenance, and
must prohibit the regrading or filling of that part of the pond located within the
easement.
QJ
N.C.Division of Water Quality 127 Cardinal Drive Extension Wilmington,N.C.28405 [phone] Fax[phone] Customer Service
800-623-7748

Mr. Bailey
June 21, 2002
Stormwater Application No. S W8 020216
8. The detail for the outlet structure indicates that the elevation of the top of the tee
is 33, but the calculations use the volume in the pond between 31 and 34 to show
that the required 1" volume has been provided. If 33 is the storage elevation,then
either the calculations need to demonstrate that the required 1" volume is provided
between elevations 31 and 33, or the tee elevation needs to be raised to 34. This
may affect the orifice size since the driving head is reduced.
9. Please add the storage pool elevation to the Pond Section A-A.
10. Please clearly delineate(i.e., show property boundaries and outline them on a
map)the overall drainage area and the 4 acre, 1.2 acre, and 3.1 acre offsite
/ drainage areas, and identify all existing built-upon area.
11. Please provide a legend on the plans.
12. Please be consistent when labeling the structures and details. The outlet structure
on the grading plan is labeled as the "Principal Spillway Structure", but the detail
is labeled as the "Outlet Detail".
13. Please provide a means for Outparcel#1 to direct its runoff into the pond. The
collection system does not extend far enough up the access road to reach it, and no
stub-out has been provided,as was done for Outparcel#2 and the Sandra Hines
property.
14. All runoff must enter the pond through the-forebay: There is an 18" RCP that
comes into the pond at the southeast corner from a temporary diversion berm
along the east Hewett property line. Please either reroute the pipe into the forebay,
or note that the pipe is also temporary and must be removed. I suggest piping this
offsite runoff around the pond and directly into the ditch.
15. Please provide the dimensions of the permanent pool contour.
16. The pond depth must be maintained at 3' at all times,therefore,the sediment
removal benchmark on the diagram on the supplement must be revised to 28
FMSL and the depth reported as 3'. You have shown the sediment removal
benchmarks as elevations rather than depths.
17. Please report all built-upon areas in square feet on the application.
18. Please provide the latitude and longitude of the outlet structure of the pond on the
application.
19. Please provide a copy of the proposed deed restrictions to include all required
conditions and limitations as indicated on the enclosed document. Please include
the built-upon limits for the outparcels and the Sandra Hines property.
20. In the lower part of Section III, Part 6 of the application, (the impervious area
breakdown section),please split out the outparcel and future BUA's from the Food
Lion BUM. Use the "Other on-site" box to report these values.
1
21. The supplement reports that the orifice is 4",but the calculations and plan details
show 3". Please correct the supplement, since a 4" orifice is too large.
22. Please handwrite your initials on the supplement. Typewritten initials indicate that
the typist has confirmed the items rather than the engineer or applicant.

Mr.Bailey
June 21, 2002
Stormwater Application No. SW8 020216
23. Regardless of the amount of excess surface area provided, short-circuiting of the
pond is not allowed. The design errors that have been made will take away any
excess surface that once existed. Please initial Item "f' on the supplement, and
provide a 3:1 Length to Width ratio.
Z24. Please go ahead and initial Item "m" on the supplement. You have specified that a
portable pump will be used as the mechanism to draw down the pond in an
emergency.
25. The calculations have been done incorrectly. In order to determine the required
permanent pool surface area,the entire 24.23 acre drainage area and all of the
built-upon area(onsite,offsite, (see comment#26), outparcels and future)must be
used. It is inappropriate to determine the surface areas required for the 12.93 acre
site and the outparcels, separately and then add them together. Please revise.
26. Please account for the built-upon area within the 8.3 acres of offsite drainage area
at the "full build-out potential", as required by the rules. The Division
recommends bypassing offsite runoff. You do not own the offsite areas,therefore,
you cannot force the offsite land owners to enter into agreements with you for
sharing the cost of maintainin ff
g the pond. If you do not bypass the offsite runoff
please account for it as follows: if the area is an existing,developed subdivision,
please account for it at 50%impervious; if it is an existing or possible future
commercial development,please account for it at 95% impervious. This may
increase the offsite BUA from 0.39 acres to as much as 6.49 acres.
of 27. The SA/DA ratios your engineer has determined are way too low. It appears that
the SA/DA table from the BMP document was used, but this is not the correct
table,because it is only to be used for ponds in the Piedmont. A note at the bottom
of that table tells you to call the DWQ Regional office to obtain the SA/DA tables
to be used in the 20 coastal counties. This error, combined with the offsite BUA
error,will result in the need for a much larger pond, unless the design depth is
increased.The correct coastal SA/DA tables for 85%and 90% TSS removal are
enclosed.
V"28. Please provide a table of the pond elevations,beginning at the bottom and ending
at the temporary pool elevation, and their corresponding surface areas and
volumes that are provided in the pond. How.were you able to determine that a
volume of 89,810 cubic feet was provided at elevation 34?(refer to comment#8).
How did you determine that the permanent pool volume was 59,294 cubic feet?
�' How did you determine that the forebay volume was 13,298 cubic feet?Please
1�U56-1 show all the math used to arrive at your conclusions.
V6. 29. Please provide a 30'vegetated filter(see enclosed detail)for the discharge from
the pond if the required minimum surface area is based on the 85% TSS table.
Please be very specific when detailing the filter. An existing ditch does not
qualify as a vegetated filter. Moreover,the ditch is located off your property,
where you.=have no control over what happens to it. If you cannot provide a
permittable vegetated filter, on your property,please design the pond using the
90%TSS removal chart.

Mr. Bailey
June 21, 2002
Stormwater Application No. SW8 020216
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 July 21, 2002, 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 of NCGS 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(910) 395-3900.
Sincerely,
�Gl�[� �
Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\2002\020216.JLJN
cc: Linda Lewis
J. Glenn Tew,P.E.

Entity Names http://www.secretary.state.nc.us/Corporations/Corp.asp?528176
Idl-PA W1 MF--i' OF THE SECRETARI '00r STATE
fions
Date: 6/21/2002
Document Filings
Corporation Names
Name Name Type
Holden Beach Land Group, LLC Legal
Limited Liability Company Information
SOSID: 0560962
Status: Current-Active
Date Formed: 8/17/2000
Citizenship: Domestic
State of Inc.: NC
Duration: 12/31/2050
Registered Agent Principal Office No Address Listed
Agent Name: Bailey, Warren G Address:
Registered Office 405-d Western Blvd. Principal Mailing
Address: Jacksonville NC 28541 Address: No Address Listed
Registered Mailing 'PO Box 400
Address: Jacksonville NC 28541-0400
I of 1 6/21/200210:57 AM

Jordan - Tew & Assoda#es, P.A.
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For Yoer: �Approva# C�Use Cl Review&Comment C�Record
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heal rn Soil & Envlronmwental Associates, Inc.
w� P.O. Box 9321
Fayetteville, NC 28311-7696
Phone/Fax[phone]
MEMO
To: Glenn Tew
From. Mike Eaker
Re: Soil water table findings,Proposed Food Lion Site, Sabbath Home Road,Brunswick
County,NC
Glenn,
In reference to the aforementioned site,we advanced auger borings into the soil to
determine soil wetness(based on colors of chroma 2 or less).
These soils were typically similar to the Kureb soil series. In general, soil water tables
would exceed 6 feet for this soil.
One portion of the area(see map)was disturbed and contained buried trash(wire, plastic,
etc.). This area may have served as a trash dump in the past. Significant areas of soil
have been removed(possibly mined)yielding lower elevations.
In these areas we could not determine soil wetness by color. We went to the lowest
elevation and found free water flow at approximately 2.5 feet.
I trust this is the information you need at this time.
If you have any questions,please call.
SOIL/SITE EVALUATION • SOIL PHYSICAL ANALYSIS•WETLANDS MAPPING • LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING •SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION &DESIGN

Holiday Ranches
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Storage Indlcatlon Method
Holden Beach Food Lion
10 Year Storm Routing
Given Input Data:
File ........ ... G:\CAD\DWG\P\Holden\hd\10-yr.sim
Description .... Holden Beach Food Lion - 10 Year Storm Routing
Time increment 0.5000 min
Input Files:
Pre-Dev Hydrograph curve ..
Post-Dev Hydrograph curve G:\CAD\DWG\P\Holden\hd\10yr.hdc
Stage-Storage curve ....... G:\CAD\DWG\P\Holden\hd\pond-route.ssc
Stage-Discharge curve .. ... G:\CAD\DWG\P\Holden\hd\4outlet.sdc
Output Data:
Routed Peak Flow . ........ 0.4378 cfs
Routed Peak Time . .. .. .... 24.0 min
Post-Developed Peak Flow 53.9000 cfs
Post-Developed Peak Time 5.0000 min
Support Calculations:
------------------------------------------------------- --------------------------
Time Inflow (I1+I2)/2 H1 Sl-(01/2)T S2+(O2/2)T H2 Outflow
min cfs ft3 ft ft3 ft3 ft cfs
----------------------------------------------------------------------------------
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 31.0000 0.0000
0.5000 1.3200 19.8000 31.0000 0.0000 19.8000 31.0010 0.0006
1.0000 5.1500 97.0500 31.0010 19.7869 116.8369 31.0062 0.0037
1.5000 11.1100 243.9000 31.0062 116.7593 360.6593 31.0190 0.0114
2.0000 18.6200 445.9500 31.0190 360.4199 806.3699 31.0425 0.0255
2.5000 26.9500 603.5500 31.0425 805.8346 1489.3846 31.0785 0.0471
3.0000 35.2800 933.4500 31.0705 1488.3958 2421.8458 31.1276 0.0766
3.5000 42.7900 1171.0500 31.1276 2420.2381 3591.2881 31.1892 0.1135
4.0000 48.7500 1373.1000 31.1892 3588.9040 4962.0040 31.2614 0.1569
4.5000 52.5800 1519.9500 31.2614 4958.7099 6478.6599 31.3413 0.2048
5.0000 53.9000 1597.2000 31.3413 6474.3590 8071.5590 31.4253 0.2552
5.5000 52:5800 1597.2000 31.4253 8066.2006 9663.4006 31.5091 0.3022
6.0000 48.7800 1520.4000 31.5091 9656.9855 11177.3855 31.5889 0.3213
6.5000 43.1600 1379.1000 31.5889 11169.9653 12549.0653 31.6612 0.3387
7.0000 37.9000 1215.9000 31.6612 12540.7345 13756.6345 31.7248 0.3540
7.5000 33.2800 1067.7000 31.7248 13747.5021 14815.2021 31.7806 0.3673
8.0000 29.2200 937.5000 31.7806 14805.3669 15742.8669 31.8294 0.3791
8.5000 25.6600 023.2000 31.8294 15732.4159 16555.6159 31.8723 0.3893
9.0000 22.5300 722.8500 31.8723 16544.6254 17267.4754 31.9098 0.3983
9.5000 19.7900 634.8000 31.9098 17256.0122 17890.8122 31.9426 0.4062
10.0000 17.3700 557.4000 31.9426 17878.9353 18436.3353 31.9714 0.4131
10.5000 15.2600 489.4500 31.9714 18424.0962 18913.5462 31.9965 0.4192
11.0000 13.4000 429.9000 31.9965 18900.9903 19330.0903 32.0104 0.4221
11.5000 11.7600 377.4000 32.0104 19318.2343 19695.6343 32.0211 0.4242
12.0000 10.3300 331.3500 32.0211 19682.9202 20014.2702 32.0306 0.4261
12.5000 9.0700 291.0000 32.0306 20001.5051 20292.5051 32.0388 0.4278
13.0000 7.9600 255.4500 32.0388 20279.6957 20535.1457 32.0460 0.4292
13.5000 6.9900 224.2500 32.0460 20522.2976 20746.5476 32.0522 0.4304
14.0000 6.1400 196.9500 32.0522 20733.6657 20930.6157 32.0576 0.4315
14.5000 5.3900 172.9500 32.0576 20917.7045 21090.6545 32.0624 0.4325
15.0000 4.7400 151.9500 32.0624 21077.7177 21229.6677 32.0665 0.4333
15.5000 4_1600 133.5000 32.0665 21216.7087 21350.2087 32.0700 0.4340
16.0000 3.6500 117.1500 32.0700 21337.2305 21454.3805 32.0731 0.4346
16.5000 3.2100 102.9000 32.0731 21441.3857 21544.2857 32.0758 0.4352
17.0000 2.8200 90.4500 32.0758 21531.2766 21621.7266 32.0781 0.4356

17.5000 2.4700 79.3500 32.0781 21608.7051 21688.0551 32.0800 0.4360
18.0000 2.1700 69.6000 32.0800 21675.0230 21744.6230 32.0817 0.4363
18.5000 1.9100 61.2000 32.0017 21731.5818 21792.7818 32-0831 0.4366
19.0000 1.6700 53.7000 32.0831 21779.7330 21833.4330 32.0843 0.4369
19.5000 1.4700 47.1000 32.0843 21020.3777 21867.4777 32.0853 0.4371
20.0000 1.2900 41.4000 32.0853 21854.4170 2189548170 32.0862 0.4372
20.5000 1.1300 36.3000 32.0862 21882.7518 21919.0518 32.0868 0.4374
21.0000 1.0000 31.9500 32.0868 21905.9828 21937.9328 32.0874 0.4375
21.5000 0.8700 28.0500 32.0874 21924.8609 21952.9109 32.0878 0.4376
22.0000 0.7700 24.6000 32.0878 21939.8365 21964.4365 32.0882 0.4376
22.5000 0.6700 21.6000 32.0882 21951.3603 21972.9603 32.0884 0.4377
23.0000 0.5900 18.9000 32.0884 21959.8828 21978.7828 32.0886 0.4377
23.5000 0.5200 16.6500 32.0886 21965.7043 21982.3543 32.0887 0.4377
24.0000 0.4600 14.7000 32.0887 21969.2752 21983.9752 32.0888 0.4378
24.5000 0.4000 12.9000 32.0888 21970.8959 21983.7959 32.0888 0.4378
25.0000 0.3500 11.2500 32.0888 21970.7166 21981.9666 32.0887 0.4377
25.5000 0.3100 9.9000 32.0887 21968.0876 21978.7876 32.0886 0.4377
26.0000 0.2700 0.7000 32.0886 21965.7092 21974.4092 32.0885 0.4377
26.5000 0.2400 7.6500 32.0885 21961.3314 21968.9814 32.0883 0.4377
27.0000 0.2100 6.7500 32.0883 21955.9044 21962.6544 32.0881 0.4376
27.5000 0.1800 5.8500 32.0881 21949.5785 21955.4285 32.0879 0.4376
28.0000 0.1600 5.1000 32.0879 21942.3538 21947.4538 32.0877 0.4375
28.5000 0.1400 4.5000 32.0877 21934.3803 21938.8803 32.0874 0.4375
29.0000 0.1200 3.9000 32.0874 21925.8082 21929.7082 32.0872 0.4374
29.5000 0.1100 3.4500 32.0872 21916.6375 21920.0875 32.0869 0.4374
30.0000 0.1000 3.1500 32.0869 21907.0184 21910.1684 32.0866 0.4373
30.5000 0.0800 2.7000 32.0866 21897.1009 21899.8009 32.0863 0.4373
31.0000 0.0700 2.2500 32.0863 21886.7350 21888.9850 32_OB6O 0.4372
31.5000 0.0600 1.9500 32.0860 21875.9208 21877.0708 32.0856 0.4371
32.0000 0.0600 1.8000 32.0856 21864.8085 21066.6085 32.0853 0.4371
32.5000 0.0500 1.6500 32.0853 21853.5479 21855.1979 32.0850 0.4370
33.0000 0.0400 1.3500 32.0850 21042.1391 21843.4891 32.0846 0.4369
33.5000 0.0400 1.2000 32.0846 21830.4322 21831.6322 32.0843 0.4369
34.0000 0.0300 1.0500 32.0843 21818.5772 21819.6272 32.0839 0.4368
34.5000 0.0000 0.4500 32.0839 21806.5741 21807.0241 32.0835 0.4367

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ao D N•Taw & &WICUTESi P.A.
ENGINEERM09 SUAV"ING, IMATUULS T19MG & PLANNING
102 WEST`BROAD$n=T(Zip 2n:3 j)
POST OFFICS BOX 249
VU"l 9 N. Cr 2
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JWWMq Mm Tew,F.B. 1oa "0.092-1093
FACSBdK E TKANSWWAL SH6ET
.DATE:_ 4 "" a 7-
FAX FROM: &�t •/e w
FAX TO:
FAXNO.: 9/d) -?.So — 2dvAf
COMPANY: /4 e G . ff>.
PROJECT NAME OR SUBJECT: ft� �eM. � tea: •/'G'� p��j,n -�
TOTAL NO OF PAGES BEING FAXED(IlVCI.umm.Cp1/ n— .;
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CERTIFIED MAIL RECEIPT
Only.: No Insurance Coverage Provided)
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ru Postage $
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Total Postage&Fees .y
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Street,Apt.No.;
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or Po Box No.
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COMPLETE •MPLETE THIS SECTION ON DELIVERY
■ Complete items 1,2,and 3.Also complete A. 7hatu re 4item 4 if Restricted Delivery is desired. Agent■ Print your name and address on the rsverseAddressee
so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
.
D. Is delivery address different from item 1? ❑Yes
1. Article Addressed to: If YES,enter delivery address below- 0 No
3. Service Type
FerCertified Mail ❑ Express Mail
❑Registered ❑ Return Receipttor Merchandise
❑ Insured Mail ❑C.O.D.
4. Restricted Delivery?(Extra Fee) ❑Yes
2. Article Number 7001 1940 0007 1402 3566
(Transfer from service label)
PS Form 3811,August 2001` Domestic Return Receipt 102595-01-M-2508

-o f %'ArE Michael F. Easley, Governor
p� 9Q William G. Ross, Jr., Secretary
- y North Carolina Department of Environment and Natural Resources
> r
p Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
February 25,2002
CERTIFIED MAIL#7001 1940 00071402 3566.
RETURN RECEIPT REQUESTED
Mr.Johnny G.Tow
Jordan-Tow&Associates,P.A.
PO Box 249
Dunn,NC 28335
Subject: REQUEST FOR STORMWATER
MANAGEMENT PERMIT APPLICATION
Holden Beach-Food Lion Shopping Center
Stormwater Project No. SW8020216
Brunswick County
Dear Mr. Tow:
On February19,2002,the Wilmington Regional Office received a Water(duality Classification Request Form for
Holden Beach-Food Lion Shopping Center.The North Carolina Administrative Code requires any project that must receive
either Sedimentation and Erosion Control Plan approval and/or a CAMA Major permit to apply for and receive a Stormwater
Management Permit by the Division of Water Quality.Any construction on the subject site,prior to receipt of the required
permit,will constitute a violation of 15A NCAC 2H.1000 and may result in appropriate enforcement action by this Office.
Either a Stormwater Permit Application Package including 2 sets of plans,completed application form,fee,and
supporting documentation,or a written response regarding the status of this project and the expected submittal date must be
received in this Office no later than March 19, 2002. Failure to respond to this request may result in the initiation of
enforcement action, and construction may experience a subsequent delay.
TheNPDES 010000 Federal Stormwater Permitthat accompanies the Erosion Control Plan approval lettermustNOT
be considered the Coastal Stormwater Management Permit,which will be signed by the Water Quality Supervisor. Please
reference the Project Number above on all correspondence.If you have any questions,please call me at(910)-395-3900.
Sincerely, +
Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAnSTORMSUB\020216.Feb
cc: Delaney Aycock,Brunswick County Inspections
Johnny Glenn Tow,Jordan-Tew&Associates,P.A.
Janet Russell
Linda Lewis
Central Files
Affm
NQDM
N.C.Division
of Water Quality 127 Cardinal Drive Extension Wilmington,N.C.28405 [phone] Fax[phone] Customer Service
800-623-7748

7 �bHl`I IYI.LGI RC W IMU i
State of North Carolina (germ 1 f
Department of Environment and Natural Resources
Division of Water Quality
WATER QUALITY CLASSUIcATION%MQUEST FORM
Tdis fore may be photocopied for use as an original.
L pRr-VECT IlVFORMATYON
In order to determine whether a State Stormwater Management Permit will be required for a project�a
a nom-coastal county, the clasifcation of the closest downslope surface waters (the surface waters that any
sbeet flow or overflow from the project would flow toward) must be der =Aped. Please complete Sections I
and 11 below. DQW Stan will det= ine the receiving sftm classification, complete Section M, and retura
the completed form to you.
1. Project Name:_ Holden Beach-Food Lion Shopping Ge ounty: Brunswick
2:. Contact PerSoa: Glenn Tew
K `Mailing Address: P.O. Box 249
Dunn NG 28335 910-892-5159
4. City_ State Zig Phone No.
5. Name of closest dowz!slope surface waxers: Unknown tributary to Lockwood Folly River
6. Si pature of contact person:
7. Is a Sedjm=ation Erosion Control Plan or a LAMA Major Permit required? [EYES ENO
]fit. REQUJqtED Y'd'Rl!'dS
An S%".x 111, copy of the appropriate portion of a USGS quad sheet showing the projects property
boundaries,receiving beam, major roads or State Roads numbers, and nearest town or city must be
attached.
M. Cr,ASSIFICATION REQUEST (To be coWkred by Regional Office personnel)
1. Name of surface waters: V�T �.cx�C 5 Fo l l Ever
2. River Basin: Lu m 6ze- -Index No,
3. Classification(as established by the Environmental Management Commission): j C (4G?UV
4. Proposed Classification, if applicable:
5:----State S11=1it titer lv a!`nagem eimit required? - C1N�-
6. Signature of Regional Off iee personnel: t) n6kU Date
GO Linda Lewis
Engineer
Bua ft Inspector
CeMal Files
Fora SWU-111 Version 4.99

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Jordaa- Tew & Associates, P.A.
ENGINEF,RIIVG,SURVEYING,MATERIALS 72SMG&PLANNING
102 Wed Brtmdshvd(Zip 29334) � GG
Past QtEae Boca 249 tk
2833, Oak 2
55
Ran6e K Jadtm,PJI & p� IN [phone]
Johnny(dent►TOW,P.E. c7" 2�jR,* (910)892-18i
To: kl M l o, w i S Date: All O
Company: AL 2 E N R Location I��.� tre.
�)P i V t l x' • Project Name: 1J e i &..S. -
We Transmit : UHerewith Uln Accordance With Your Request
The Following : 0 Drawings Preliminary .. ❑ Test Results Other
For Your: LI Approval Q use UReview&Comment Ll Record
Number of Sets or Copies Date Description
2Il 71Az a car v G 1 T, �
11 QV Sk 'A .S
&,'i erc ;L4
__.
Remst'ks.
Transmitted By: �w r Copies To:

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TRACT DATA
FOOD LION . . . . . . . . . 33,000 S.F.
S Court S.W. SHOP SPACE . . . . . . . . 12,000 S.F.
TOTAL BUILDING AREA . . . 45.000 S.F. MES
TRACT AREA . . . . . . . 12'93 ACRES
REDUCED COPY TOTAL TRACT AA.4E . . . . . . .M02 ACRES
TOTAL PARKING PROVIDED . . . .219 SPACES
RIOT TO SCALE
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BAR SCALE T�October 29 �
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