SW8031130_HISTORICAL FILE_20040413

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0311 �o
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
F�Sl HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20b14 OLA i 3
YYYYMMDD

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.Arector
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 13, 2004
Mr. Doug Shepard
Holden Beach DG, LLC
2727 Paces Ferry Road, Suite I-255
Atlanta, GA 30339
Subject: Permit No. SW8 031130
Dollar General — Holden Beach
High Density Stormwater Project
Brunswick County
Dear Mr. Shepard:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Dollar General — Holden Beach on April 13, 2004. 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 031130
dated April 13, 2004, for the construction of Dollar General — Holden Beach.
This permit shall be effective from the date of issuance until April 13, 2014, 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 Laurie Munn, or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/:Ism S:\WQS\STORMWAT\PERNIIT\031130.apr04
cc: Steve Chenault
Brunswick County Building Inspections
Laurie Munn
Wilrtiington Regional Office
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] ZENR

State Stormwater Management Systems
Permit No. SW8 031130
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 DG, LLC
Dollar General — Holden Beach
Brunswick County
FOR THE
construction, operation and maintenance of an infiltration basin in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the
approved stonmwater 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 April 13, 2014, and shall be subject
to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 24,951 square feet of impervious area. This basin
is designed to hold the 10 year — 10 minute rainfall event and hold and infiltrate the 25
year — 24 hour event. No vegetative filter is required.
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. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.
2

State Stormwater Management Systems
Permit No. SW8 031130
DIVISION OF WATER QUALITY
PROJECT DESIGN
DATA SHEET
Project Name:
Dollar General — Holden Beach
Permit Number:
SW8 031130 .
Location:
Brunswick County
Applicant:
Mr. Doug Shepard
Mailing Address:
Holden Beach DG, LLC
2727 Paces Ferry Road, Suite I-255
Atlanta, GA 30339
Application Date:
April 13, 2004
Receiving Stream/River Basin:
ICWW / Lumber
Stream Index Number:
LBR59 15-25
Classification of Water Body:
"SA HQW"
Drainage Area, acres:
1.1 acres
Onsite, sq. ft.:
43,995
Offsite, sq. ft.:
3,821
Total Impervious Surfaces, sq. ft.:
24,951
Pond Depth, feet:
2.5
Bottom Elevation, FMSL:
26.0
Bottom Surface Area, ft2:
4,393
Permitted Storage Volume, ft3:
14,358
Temporary Storage Elevation, FMSL:
28.5
Seasonal High Water Table Elev.:
22.0
Type of Soil:
Sand
Expected Infiltration Rate:
24 inches per hour
Time to Draw Down:
0.23 hours
01

State Stormwater Management Systems
Permit No. SW8 031130
II. SCHEDULE OF COMPLIANCE
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.
During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
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 slopes and the vegetated filter.
d. Immediate repair of eroded areas.
C. 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.
5. 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.
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. 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.
C. Further subdivision, acquisition, 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.
0

State Stormwater Management Systems
Permit No. SW8 031130
9. The pennittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction.
10. 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.
11. At least 30 days prior to the sale or lease of any portion of the property, the permittee
shall notify DWQ and provide the name, mailing address and phone number of the
purchaser or leasee. An access/maintenance 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 or lease of any portion of the property.
12. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system.
13. 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.
14. The permittee must maintain the current permitted drainage area. No additional runoff
from outside of the permitted drainage area boundary may enter the pennitted stormwater
facilities without first applying for and receiving a permit modification.
III. GENERAL CONDITIONS
1. 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. 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
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 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.

State Stormwater Management Systems
Permit No. SW8 031130
Unless specified elsewhere, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
Permit issued this the 13th day of April 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

State Stormwater Management Systems
Permit No. SW8 031130
Dollar General — Holden Beach
Stormwater Permit No. SW8 031130
Brunswick County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/weekly/full time)
the construction of the project,
(Project)
for
Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date

State Stormwater Management Systems
Permit No. SW8 031130
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections

Permit No. SW8
EXTENDED DRY DETENTION OPERATION AND MAINTENANCE AGREEMENT
The extended dry detention system is defined as the dry detention basin, forebay, and the
required additional BMP.
This system check one, oes � of incorporate a vegetated filter.
This system check one oes oes o 'corporate non-integrated pretreatment.
Maintenance activities shall be performed as follows:
1. All grassed areas of the basin shall be mowed at least twice annually, more frequently as
needed.
2. Debris must be removed from the basin, outlet and orifice whenever it accumulates or at
least twice annually.
3. Annually- inspect the basin after a rain event to ensure it is functioning properly.
4. Repair any erosion of the side slopes and around the inlets and outlet immediately.
5. Accumulated sediment shall removed if it has reduced the available volume to 75% of the
original depth.
6. The emergency spillway p
shall be kept in good working order.
7. Woody vegetation shall be removed from the banks.
8. Any areas of the system found to be deficient shall be repaired or replaced to design
standards.
9. Written records of the inspections and maintenance activities shall be kept on file.
I acknowledge and agree by m signature below that I am responsible for the performance of
the above maintenance procedures. I agree to notify DWQ of any problems with the system or
changes in the name of the project, responsible party, or address.
Print name: 159e•r-rB,rLe2—kaLAve4%w_,P%, itle: MEEr4?eV,
Address: r-j� 1-Z55 3033�
Phone: (-rlo) y33 G15cb X. 23 Fax:
Signature: Lit L kk� Date:
I, t/c.IL L 8re.6t ne r , a Notary Public in the
State of J beer lCL County of oobb
do hereby certify that ier-p-K zuwt)eL personally appeared
before me this the 4D day of M&Y , , 20 04 , and
acknowledge the due execution of the foregoing dry detention basin maintenance
requirements. Witness my hand and official seal,
My Commission expires Notary Public, Cobb County, Georgia
My Commission xpires ecerner 1, 2006

;OFFICEaUSE ONLY
Date Received
Fee Paid
Permit Number11
i/ 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
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
_2iZ'1 i7o�c� r5 R 1z-�,k-40 S.lvt5 1-25�
City: ArL'A- T'A State: CaO. Zip: 3a3'39
Telephone Number: ( -71 r-> ) L433 - 91x- X Zo
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
vic,' -Arz 63xar4I=i26-L_ 113EAG4-4
5. Location of Project (street address):
32y-5 �AoL.y;5� ?-*.=a -IA T?osyb
City: _}-}cx eit4 County:�tAe;>W 144<
6. Directions to project (from nearest major intersection):
7. Latitude: )-4 �13P5105 --xo " Longitude: W [e I (Ot U mot' of project
8. Contact person who can answer questions about the project:
Name: 5Tt?s le Telephone Number: 8 (P92' 3ZOO
II. PERMIT INFORMATION:
1. Specify whether project is (check one): J New Renewal Modification
Form SWU-101 Version 3.99 Page I of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number t�l� A and its issue date (if known)
3. Specify the type of project (check one):
,—Low Density High Density _Redevelop General Permit _Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major —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
C (one to two pages) describing stormwater management for the project .
i}rokt w�rTE2 FRan ^nPeR�1oJS �JRrtRcEs WILL 3E ?oOTED TNkot7G�1 VtGETATeD
Cis«*a ►7
2. 7torWwater runoff from this project drains to the I iver basin.
LkkN% r Zg.S
3. Total Project Area: Z • O acres 4. Project Built Upon Area:
5. How many drainage areas does the project have?
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.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
IF NTKACOASTAI- DATEPLAf
L B
12561 15 - 25
Receiving Stream Class
gps +4Quj
Drainage Area
1.10 (� AC2ES
Existing Impervious" Area
$1 o 5F. o.OZ AC. o t3
DEMOLI SHED
Proposed Impervious Area
5 ( 5 F . S7 AC.
% Impervious* Area (total)
Z 7. rj - ,
Impervious Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
O 1 ti SF 0.2 1 AC.
On -site Streets
0 MC-
On -site Parking
IS It 5 51F .SS AC_.
On -site Sidewalks
$225F• o•O2AL,
Other on -site
O N C
Off -site
M O NG
Total: ZticjS ($ S7AC.1
Total:
Impervious area is refined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99
Page 2 of 4
J Q1-(ZACoASTAL-
�ATERLJ+�7 IS o.(�3 m(t,ES �'00(v\' 5I'T -

7. How was the off -site impervious area listed above
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete 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.
Initials
Original and one copy of the Stormwater Management Permit Application Form
S Sc
One copy of the applicable Supplement Form(s) for each BMP
N /C•
Permit application processing fee of $420 (payable to NCDENR)
•STe_
Detailed narrative description of stormwater treatment/management
SSt;
Two copies of plans and specifications, including:
5TC
- 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)
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 firm):�C, �f�lCalrlGT�.'1�h� 1t`•I�—
Mailing Address: IZ�S f�Slvt`:6d . �fZl—:fG
City: State: X Zip:
Phone: Fax: ( " ) Oil 13ZIcr)
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2)yOUIa GJ{
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000. _,­�r—,
Date: Imo/.• •'�:3
Form SWU-10I Version 3.99 Page 4 of 4

�wlr 0311W
13DC Engineev .Inc.
TO: LAURIE MUNN
NCDENR — WILMINGTON REGIONAL OFFICE
127 CARDINAL DRIVE EXTENSION
WILMINGTON, NC 28405-3845
PHONE: [phone]
RE: DOLLAR GENERAL— HOLDEN BEACH, NC
DDC P/N: 03.02284E
DATE: APRIL 13, 2004
CC: PROJECT FILE
LETTER OF TRANSMITTAL
*******FEDERAL EXPRESS'*"***
COPIES
DATE
NO.
DESCRIPTION
1
Original Infiltration Basin Supplement
1
Original signed and sealed calculations
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED
E FOR YOUR USE
❑ AS REQUESTED
FOR REVIEW AND
COMMENT
❑ APPROVED AS NOTED
❑ RETURNED FOR
CORRECTIONS
❑ RESUBMIT _COPIES FOR
APPROVAL
❑ SUBMIT —COPIES FOR
DISTRIBUTION
❑ PRINTS RETURNED AFTER
LOAN TO US
❑ RETURN _ CORRECTED
PRINTS
❑ FOR BIDS DUE 20
From the desk of
Steven J. Chenault
Project Engineer
DDC Engineers, Inc.
1298 Professional Drive
Myrtle Beach, SC 29577
843.692.3200 843.692.3210 fax
E-Mail: [e-mail]

DOLLAR GENERAL
HOLDEN BEACH, NC
INFILTRATION BASIN:
DRAINAGE AREA (TOTAL)
ONSITE DRAINAGE TO BASIN
OFFSITE DRAINAGE TO BASIN
IMPERVIOUS AREA
PERCENT IMPERVIOUS, I
SOIL TYPE
INFILTRATION RATE
SHWT
REQUIRED VOLUME
VOLUME PROVIDED:
SURFACE AREA @ BOTTOM
SURFACE AREA @ STORAGE
BOTTOM ELEVATION
STORAGE ELEVATION
VOLUME PROVIDED
DRAWDOWN TIME
1.10 ACRES
43,995 SF/ 1.01 ACRES
3,821 SF / 0.09 ACRES
0.57 ACRES
52%
LEON & KUREB (SAND)
24 IN/HR.
22 fmsl
2064 CF
14,358 CF
4,393 SF
7,093 SF
26.00
28.50
((4,393 + 7,093)/2) X (28.5 - 26)
=14,358 CUBIC FEET (ok)
GREATER THAN REQUIRED VOLUME
TOTAL VOLUME / BOTTOM SURFACE / INFILTRATION RATE
2,064 / 4,393 / 2.0 = 0.23 HRS. (ok) LESS THAN 5 DAYS

PAGE 01/05
04/13/2004
Ynaulting Engineers
L
1
E'* G I V E E R 9
10:53 6436923210
Sumeyor=
DDC ENGINEERS
Land Planners •' Landscape Architects
To: AO (E /Vkl�
Company Name: AlC &ak
Fax i{:
9/0 " 3S0'zoo `{
From: STCfT C'Yam ut-'
1 298 Professional Drive ' lO "A�14' PIN: U
Pro'ect Name: �/
Myrtle Beach
Of
South Carolina 29577 Total Number of Pages Including Cover Shee/t�
Comments
4 �EViEw � L"on�n�E•�.Y` .
_ ?4Ns WoeE�rr
VIA. FE-D )C'•
Envlronmentalists
gY E
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DDC Engine "J Inc.
TO: LAURIE MUNN
NCDENR — WILMINGTON REGIONAL OFFICE
127 CARDINAL DRIVE EXTENSION
WILMINGTON, NC 28405-3845
PHONE: [phone]
RE: DOLLAR GENERAL — HOLDEN BEACH, NC
DDC P/N: 03.02284E
DATE: APRIL 12, 2004
CC: PROJECT FILE
LETTER OF TRANSMITTAL
*******FEDERAL EXPRESS*******
COPIES
DATE
No.
DESCRIPTION
2
Site Development Plans
1
Wetland delineation by CZR Inc.
1
Infiltration test by SWE
1
SHWT verified by Division of Water Quality
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑
FOR APPROVAL
❑
APPROVED AS SUBMITTED
FOR YOUR USE
❑
APPROVED AS NOTED
❑
AS REQUESTED
❑
RETURNED FOR
CORRECTIONS
FOR REVIEW AND
❑
RESUBMIT _COPIES FOR
COMMENT
APPROVAL
❑ SUBMIT_ COPIES FOR
DISTRIBUTION
❑ PRINTS RETURNED AFTER
LOAN TO US
❑ RETURN _ CORRECTED
PRINTS
❑ FOR BIDS DUE 20
From the desk of
Steven J. Chenault
Project Engineer
DDC Engineers, Inc.
1298 Professional Drive
Myrtle Beach, SC 29577
843.692.3200 843.692.3210 fax
E-Mail: [e-mail]

RPR-12-2004 15:31 SUTLER PROPERTIES
wi iu cvvv 11-10 JXVQV4VLJD
770 433 0909 P.05
LWX 1NaXK#<H I to PACE 02
INCORPORATED
Mr. Doug Shepard, P.E.
Butler Group/Butler Properties
One Paces West, Suite 255
2727 Paces Ferry Road
Atlanta, GA 30339
4709 COLLEGE ACRES DRK
SUITE 2
wILMINGTON, NORTH CAROLINA 28403-1725
12 April 2004
TEL [phone]
FAX [phone]
[e-mail]
Re: Delineation of Section 404 jurisdictional areas (wetlands and other waters) on an
approximate 2-acre site near Holden Beach, Brunswick County, North Carolina.
Dear Mr. Shepard:
CZR Incarpomted (CZR) delineated the Section 404 wetlands and hung 19 flags
depicting the wetland boundary on Butler Properties' Dollar General site near Holden
Beach on 9 April 2004. During the on -site visit, wetlands were delineated using the U.S.
Army Corps of Engineer's (COE) "routine on -site determination method" which evaluated
the three parameters of soils, vegetation, and hydrology. The presence or absence of
hydric qualities associated with each parameter is evaluated in order to'determine where
to hang the flags that mark the upland/wetland boundary. Generally, all parameters must
exhibit hydric characteristics before an area is deemed a wetland. Further information on
the necessary requirements needed for wetland confirmation can be found in the Corps
of Engineers Wetlands Delineation Manual (1987).
The soil survey for Brunswick County, sheet 16, Indicates that the site is underlain
by a combination of Leon fine sand and Kureb fine sand. Leon soils are among the hydric
soils found in Brunswick County and Kureb is considered non-hydric. The wetland sites
contained mucky low chroma soils with saturation within 12 inches of the surface. Two
data forms were filled out to describe the soils, plants, and surface hydrology at the time
of the on -site visit. These data forms have been included with this letter report (Attachment
A). Due to high soil disturbance from grading and fill, data forms were not taken in the
portion of the site mapped as Kureb fine sand.
Vegetation on the site is characteristic of disturbed areas in the coastal plain of
North Carolina. Dominant plant species in the wetland included loblolly pine (Pious taeda),
red maple (Ater rubrurrn), wax myrtle (Cerothamnus ceriferus), Virginia creeper
(Parthenocissus quinquefolia), netted chain fem (Woodwardia areolate), and royal'fern
(Osmunda regalis). The upland portion of the site is man -dominated, the majority of which
has had all vegetation removed by grading activities. The small portion of upland with
vegetation remaining had a diverse herbaceous layer, however, due to recent mowing, very
1061 EAST INDIANTOWN ROAD - SUITE 100 • JUPITER. FLORIDA $3477-5143
TEL [phone] - FAX [phone] • [e-mail] • www.CZRING.com

APR-12-2004 15:31 BUTLER PROPERTIES 770 433 0909 P.06
V4'1Zi4UG" 1L:Ltl 71tlJ`JL`J1J7 L;4K iMiUWUHAILD PAGE 03
Mr. Doug Shepard
12 April 2004
Page 2
few plants were racognixable. Dominant species identified included Japanese
honeysuckle (Lonic0a japonica), goldenrod (Solidago canedensis), and cane (Arundinads
gigantea).
The wetland/upland boundary was delineated with bright pink flagging tape,
numbered "JC-1"through "JC-19". ThewetlBnU boundary is shown on the attached sketch
map (Attachment $). A .survey of these flags is the only way to insure that the
wetland/upland boundary can be reproduced in the future. Ordinarily, an on -site visit with
agency representatives to confirm the upland/wetland boundary is scheduled prior to
surveying. The surveyed Section 404 jurisdictional plat should contain the following
information before the COE will approve/sign the plat:
1. A signed survey with a seal by a registered surveyor.
2. A COE signature paragraph.
3. A list of coordinates for all surveyed points with corresponding identification
numbens es indicated on the flags in the field.
4. Tie-in lines for referencing each wetland boundary to other surveyed
locations identifiable in the field (i.a,. road intersection, bench marks).
5. Plat must identifywetland and upland areas and limits of delineation (project
boundary).
Should you decide to pursue development of the property that may include impacts
to Section 404 jurisdictional areas, the COE signed platwill be an important tool during any
permitting [Section 404 with COE, 401 certification from NC Division of Water Quality, and
Coastal Area Management Act (CAMA) concurrence]. Regulatory agencies require that
wetland impacts be, avoided or minimized to the fullest extent practicable. If wetland
impacts are unavoidable or impracticable, the acreage of impacted wetlands will be a key
issue for agency discussions and used to determine the best permit approach. If you need
additional information or have any questions, please give me a call. Thank you.
Sincerely,
esC7.t2rr--1AANC RPORAT'EQ
V�
Coo r
Office Manager
file: 1986
cc: Jim Hudgens, CZR Incorporated
enclosures/attachments

APR-12-2004 15:31 BUTLER PROPERTIES 770 433 0909 P.07
7iva7c7ic7 I;LK 1M.'UKF- I ILD PAGE 04
ATTACHMENT A
DATA FORMS

APR-12-2004 15:32 BUTLER PROPERTIES 770 433 0909 P.08
u rr acr <uuv ic. co 7i w7c7is7 t:LK Lm-uKrUKAItU PAGE 05
A -
DATA FORM
ROUTINE WETLAND DETERMINATION
(198T COE Wetlands Delineation Manual)
vanGrAT7r1N
Danhcartt Ward Speces .
2-SF;,j0P4*jO CPtO;Ab6-a_¢1S
StraNRn
Indicator
Dorrdnant Pk" ftmmhm
Mom
Irdkoftf
FNA
PA��
�"
10.
3.RRveb,j3N4A Crf60111t*
-- •_
ti
�'I
11.
4.fj%iJ(V ^ SP.
1Z
5.
12.
6.
1a.
Pwvz t cf Domirwa Species aid are OBI., FACW or PAC
(ex*4V FAC-). .
Bernick": F/�G rI l?u�etiQ �- �.w� vivo+✓Vl
9MA QI rK TAe%+' IN uP� �JSY ts.rrStOk Ft qG YC^$. AdEltLf
� o a T M r.1• G--� etEo orr �r•tx�rtr-aac.F
Wetland HydmkW Indt atorx
Recolded Data (Dgtdbe in Pen ):
S6sarri, lake. or Tide gauge
Prenarl WFc2bX9:
_Aerial INOW raph"
ddm
_kaprdated
J Salwated in t)ppW 12lndres
YCNo Recaded Data Aral"
Waw Marks
om lines
R Sediment Deposits
y Orakcage Patlems in Weaands_
F[Id Obsecratiom:
Saee"dxY in&catars (2.or mom mgt+w1f
Depth of 8wfuo water. �� (m.)
...OddEed Root Chamrels in Upper 1z inch"
Leaves
O¢pNtoFre WalwihPit (n•)
_WVate—mf
Local Soil Sumv Mita
`FAC-NeulralTcst
�M•)
(Explain In Remadcs)
Depth to Saturated Soli
Remarks: .
SOILS

APR-12-2004 15:32 BUTLER PROPERTIES ??0 433 0909 P.09
»icr cuuY ic. co 71rJJ7G7137 CZX INCURPORATED PAGE 66
A -
Map Unit Name 1
(Sues and Phase): Zf: pa FrNL< SAND D kwgQ Olam rapA ,.._
Field gMorvatiom
TaxonOmY (su ): Cwdkm Mapped Type? YOS No
Profile O�cdotiarr: .
Depth
Mwt c Color Mptae caws Mottle Terdom. Conaetlorm
LkMtMs7 limo „r" IAlwue/ IAast) aur!A Allow Stnuiun. as
o- a i.s
z-� 5 tp SA.J0
Hyddo soa hi Baton`. -
_
twtlo Wpedon K0 Argank Cordell it swface Layer in so" Sons
sums, Odor _ 69anic streadry Ln sally soft
_Agidc treistire Repirc L lAcd on Local lyddc salts list
Redecfng Cwrdliorrs — Uswd on Nabwal Lydde Ser& List
_. CVWYed or UWCtamro caws — Dow (ElgAein In Remarks)
Remarks: .. -
tua :..� a an: Lie,.
VAM" Hyd!ebop PraMW Y Y Chda) (Cbcb)
Hydric Soft heeed'! YCCW Is bw Gmrp6M Poild Y Win a HYedardl Yes
Remarks:

APR-12-2004 15:32 BUTLER PROPERTIES 770 433 0909 P.10
r.c. c..Y ic. c� .faua�c�aa� W a11164."Ir1J1{ir f fy rmV Of
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE wetlands Delineation Manual)
vcr_PTAlrinkl
RMLft d_marl Soaalris
1—flaui
stratum
i
FAC
_ FgGfi
�".•
FJ+C
aSL
tit-
Pant Specks
Strome
Indicator
T
�_
z. ..
10.
3. GI'NANr=JS 6ER.F6t/f
11.
4.V1715 SP
12.
I&
5.oA0.el50 FAIA
^,1L
f;, 4idpNRRpO RRC-V1.A-rA
�, GSr1��bA faAw15
11.
is.
Pereent of Dpm'ererA Species" are M PACW or PAC
(eadu4V FAG)-- /
RWa*s: FA6 : IrE J%04� : a W T t-VT AV ." 9
are, 0+.rr1 "tt#1ea+a 1v "*1LAe0 a TafT WS1"
Recorded Dare (Drum et Rerraft):
YIM WW Hydfomoy If"Acalafi:
Stre6m, lake; ar Tide Calge
Pfvrery Irwirndors:
d
UdtlKWW
_ D
j(Bakealed in tipper 12 kwhes
No Recorded Data Available
_ Water Waft
Dr t Unes
Freid Obyervaliens'.
— Drainage Patw= in vk 6nds
Secondary aKficetOM ((2a fnafe regWreW
Depth of Surface Water
` (M.)
_ O,udleed Rdo( Chw. *% In Upper 12 km*w
Water-Stahmd leaves
pel5th le Ffee V1f6i1er N Pp;
Local SO Survoy Do1a
FIFAC-Neutral T6M
Depth to Saturated SOP;
0 r r Cn,)
_A Other (Explain in Remarks)
Remarks: -) NRcs 1I4b0CATeA At = ►Ils:osoc.

APR-12-2004 15:32 BUTLER PROPERTIES 770 433 0909 P.11
uv/1G/LGGw 1L. 60 71GJ7L71J7 UZX lNUUk*-JKR IkU PFlfif= NH
Mto UM Name y
(Sefiesand Phew): Leon
Damage Class: Pooia.
Fqk! OFrervat�ats
e�1.....�
,TAcononry (sL o" P)- , A &n.t L
L (i Confia^ MappodType? Yes No
PtoNa Dec
Depth M"
cow Moot colors Motile TexWre, Cenaedorts,'
,[out=) HWLW f
MOM Q AbundepmrA A st StruMue. etc.
yfi 5f," yyuc w
Hydric saf Rukatom
1 mftsol
_ nitric EY4don
conaefom
_ Kigh OMm* camera in Swbw!.Ayer in sandy Sege
SuMc Odor
Otgank Sft"V In am* soft
_ Awk Meb(ore Ppake
_
_ Llaled on Loar'- d So w
_ Rmhm*tg Cmdsons
_ Lisped on Magonal HydAo Solls list
_ Gloyad a L,owA;hm na Colors
_ Olh®r (E]mlom to Renal)
Rernwks: ^ NRe:$. ie0WfTs0t
Al ; tilLSrrrae�
WETLAND DETERMINATION
Hydmplryfc Vegetation Present? (cirdel (mule)
Vthdand Hydrology Protpnt7 No
Hydde sofa Pmserd7 . No 16 oftSatpGttg Pond Y1Wdtt a YtbOartdd'r � No
Remarks:
14 .

APR-12-2004 15:33 BUTLER PROPERTIES 770 433 0909 P.12
•....�... .<. <., �.�aa<aaaa wac iiwurtrWCNicu rFtut t7y
ATTACHMENT B
SKETCH MAP

r
r
�. - -- -
-yarj�-----------------
/ ---� IPi�,
- 4
^�•94
i_
gs
;'
ttpf5 F�e+6GFo gY czR, ,fit, 0.3
oil
a'
r
� l��• �. Mgt
w
u14rio4 . (w -v" I X.J. By v gcE.

P. * * * COMMUNICATION RESULT REPORT ( APR. 6.2004 3:00PM ) * * 1
FILE MODE OPTION
585 MEMORY TX
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
Date: April 6, 2004
To: Doug Shepard
Company: Butler Properties
FAX #: [phone]
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
----------------------------------OK—P. ------------ 8-7704330909 —
-----
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. Easley, Governor
North Carolina Department of Enviro mlllent a d NG. �ral Resources
Alan W. Klimek, P•E.,Dlrector
Division of Water Quality
Coleen H. Sullins, Deputy Director
DlNclnn nl lei..�..� r.__i•.
FAX COVER SHEET
No. of Pages: 2
From: Laurie Munn
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 031130
Project Name: Dollar General — Holden Beach
MESSAGE:
Mr.� Shepard,
Vincent Lewis and I visited the site today. We met with Mr. Bobby Barnett of Venture
Construction, The plans state that there are no Wetlands on the site. There are
Wetlands on the site and they will be disturbed by the current design. Also, the
topography on the site does not match the survey. We measured a depth to the water
table to be at 24" at the approximate location of the outlet structure (current elevation 24
fmsi). If you wish to continue using the dry detention basin design_ tha hnffnrn of fhra

Date: April 6, 2004
To: Doug Shepard
Company: Butler Properties
FAX #: [phone]
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources.
Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
FAX COVER SHEET
No. of Pages: 2
From: Laurie Munn
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 031130
Project Name: Dollar General — Holden Beach
MESSAGE:
Mr. Shepard,
Vincent Lewis and I visited the site today. We met with Mr. Bobby Barnett of Venture
Construction. The plans state that there are no wetlands on the site. There are
wetlands on the site and they will be disturbed by the current design. Also, the
topography on the site does not match the survey. We measured a depth to the water
table to be at 24" at the approximate location of the outlet structure (current elevation 24
fmsl). If you wish to continue using the dry detention basin design, the bottom of the
basin may be at 23 fmsl, but the basin will have to be moved so that no wetlands are
disturbed. The soils on the site are very sandy towards the building, and you may wish
to consider an infiltration basin. The bottom of the infiltration basin may be at 24 fmsl. I
have provided a sketch of our findings and an area that looks suitable for the basin to
be placed. Prior to the issuance of the permit, you must provide a wetland delineation,
and if you wish to use an infiltration system, you will need the infiltration rates from a
soils analysis. Please call me if you have any questions.
Cc: Steve Chenault fax: [phone]
S:\WQS\STORMWAT\ADDINFO\2004\031130.aprO4
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax
Customer Service
1 800 623-7748
+A
NGDEMR

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PONDING
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JOSEPH A. CROWNOV
AND
h JENNIFER C. LANGD(
x DEED BOOK 1458, PAG
ZONED R6000
PAGE 237
>R000

* * * COMMUNICATION RESULT REPORT ( RPR. 6.2004 3:02PM ) * * * P. 1
FILE MODE OPTION
---------------------------
586 MEMORY TX
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT
PAGE
------------
-----------------------
8-8436923210 ------------------
OK P. 212
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. Easley, Governor
North Carolina Department of Environmient and Natural Resource
0 br
41WAIanD[vlslon of Water Quality
ty
Coleen H. Sulllns, Deputy Director
Division of Water Quality
FAX COVER SHEET
Date: April 6, 2004 No, of Pages: 2
To: Doug Shepard From: Laurie Munn
Company: Butler Properties Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 031130
Project Name: Dollar General — Holden Beach
MESSAGE:
Mr. Shepard,
Vincent Lewis and I visited the site today. We met with Mr, Bobby Barnett of Venture
Construction, The plans state that there are no wetlands on the site. There are
wetlands on the site and they will. be disturbed by the current design. Also, the
topography on the site does not match the survey. We measured a depth to the water
table to be at 24" at the approximate location of the outlet structure (current elevation 24
fmsl), If you wish to continue usinq the dry detention basin design, the bottom of the

Date:
April 6, 2004
To:
Doug Shepard
Company:
Butler Properties
FAX #:
770-433-0909
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
FAX COVER SHEET
No. of Pages: 2
From: Laurie Munn
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 031130
Project Name: Dollar General — Holden Beach
MESSAGE:
Mr. Shepard,
Vincent Lewis and I visited the site today. We met with Mr. Bobby Barnett of Venture
Construction. The plans state that there are no wetlands on the site. There are
wetlands on the site and they will be disturbed by the current design. Also, the
topography on the site does not match the survey. We measured a depth to the water
table to be at 24" at the approximate location of the outlet structure (current elevation 24
fmsl). If you wish to continue using the dry detention basin design, the bottom of the
basin may be at 23 fmsl, but the basin will have to be moved so that no wetlands are
disturbed. The soils on the site are very sandy towards the building, and you may wish
to consider an infiltration basin. The bottom of the infiltration basin may be at 24 fmsl. I
have provided a sketch of our findings and an area that looks suitable for the basin to
be placed. Prior to the issuance of the permit, you must provide a wetland delineation,
and if you wish to use an infiltration system, you will need the infiltration rates from a
soils analysis. Please call me if you have any questions.
Cc: Steve Chenault fax: [phone]
S:\WQS\STORMWAT\ADDINFO\2004\031130.aprO4
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax
Customer Service
1 800 623-7748
owA
NCDEUR

I�
m
22�X 8.5 i7.5
EyR X¢
_—_ • \ \\
31.66 CO N 5
I VN o
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:. 32.56 _ _ — NTION
32.20\ PONDING
.:: 32.96 \,.. \ EL.- ITS
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x N N
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32.3.5
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N 6o0�r 3 3Ny 296.73 / I�REBAR /.
-A N/F
JOSEPH A. CROWNOV
/ry iv AND
/ JENNIFER C. LANGD(
DEED BOOK 1458, PAG
:t ZONED R6000
': �LANCA TER
NCASTER
46, PAGE 237
i '.niRfio00

THE BUTLER GROUP OF COMPANIES
BUTLER PROPERTIES
SERVING COMMUNITIES BY DEVELOPING WITH INTEGRITY
March 29, 2003
VIA FACSIMILE [phone]
AND US MAIL
Ms. Laurie Munn
North Carolina Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Dollar General -Holden Beach
NCDENR Water Quality Project No. SW8 031130
3045 Holden Beach Road
Holden Beach, NC
Dear Ms. Munn:
APR 0 2 ?004
This letter is to notify you that Doug Shepard, Vice President of Development for Butler
Properties, is authorized to act as agent for Holden Beach DG, LLC for all NCDENR permitting
activities.
Please call me at [phone] extension 23 if you have any questions or require additional
information.
""Sincerely,.
HOLDEN BEACH DG, LLC
S V'
ArettLutler
STATE OF GEORGIA
COUNTY OF COBB
I, Christy Maxwell, a Notary Public in and for said County and State, certify Brett L. Butler
personally appeared before me this day and acknowledged that he is the managing member of Holden
Beach DG, LLC, a Georgia corporation.
WITNESS my hand and notarial seal, this /,261 day of HCi (-Clk 2004.
C
Notary Public
My Commissio xpires:
•"""r; r ""
Notary Public Cobb County Georgia
My Commission E>pires February 24, 2008
One Paces West - Suite 255 - 2727 Paces Ferry Road Atlanta, Georgia 30339
I
Ph. 770.433.9500 1 Fax. [phone] www.butlerproperties.net

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
lvtichael F. Easley, Governor
William G. Ross Jr., Secrecy
FAX COVER SHEET
Date: a / 0 � h
T� 4 ' $a"
CO: _ 0
FAX #: I 0
REMARKS:
No, Of Pages:Fro(wt
OA
CO: J
CO:
FAX#: [phone]
117 Cardinal Drive Extension, qual Oppon nity Atli mutive Action Employer Fax [phone]

P. 1
x COMMUNICATION RESULT REPORT ( MAR.29.2004
FILE MODE OPTION
---------------------------
318 MEMORY TX
REASON FOR ERROR
-------
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
---------------
8-7704330909
1:59PM ) *
TTI
RESULT
-------OK —
* *
NCDENR WIRO
PAGE
------------- P.
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
W.ilmingtoa Regiewil Office
vichael F. Briley, Governor WilUM G. Rose Jr., Secretary
FAX COVER SHEET
Dote: /a 0 No. Of Ps ea:
T�: From: Alu4 Q
CO: CO:
FAX #: 'Z7 0 3 -0 FAX#- 91W5.Q:1Q
OMARKS:
r r7 C�tdlnal error 6rtm�lnn, Wllnihq►o�, N,C, iNOL+)B4! T�phop� (p10) J%J90p Rn1(910) aeowp�
An Equal opponu011y Ammud" Awn Smpw m'

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
March 29, 2004
Mr. Doug Shepard, Vice -President
Holden Beach DG, LLC
2727 Paces Ferry Road, Suite I-255
Atlanta, GA 30339
Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. S W 8 031130.
Dollar General — Holden Beach
Brunswick County
Dear Mr. Shepard:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Dollar General — Holden Beach on March 8, 2004. 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 provide documentation that you are the vice-president of Holden Beach DG, LLC.
The North Carolina Secretary of State website does not list you as an officer.
2. Please provide the signed Operation and Maintenance Agreement for the Dry Detention
Basin. 0 'X't C 'wfcc �1 �" /��V &6CY .
3. Please provide a note on.the plans that all roof drainage must be directed to the basin.
4. Please delineate the drainage area to the basin.
5. If the vegetative Swale is to be located before the entrance to the basin, all drainage must
be directed to this Swale. The swale must meet all the requirements listed on p. 68 of the
BMP manual. Also, please provide calculations for the swale showing that the swale
meets these requirements and provide a detail of the swale on the plans.
6. Please provide a 3:1 L:W flow path ratio in the pond. This length to width ratio must be
met at all locations that runoff from impervious surfaces enter the pond.
7. Please label the bottom elevation of the basin on the detail. Also, please revise the detail
to show the required small permanent pool near the outlet. Provide an elevation for this
area. Please provide dimensions of the pond at the overflow elevation.
8. Please provide a detail of the outlet control structure.
9. The calculations show a volume calculation for the 1" event, but the supplement states
that the 1 year, 24-hour event is used. Please clarify which storm event is used and
provide detailed calculations for this storm event. The calculations should be in square
feet. Please show how you calculated the average head on the drawdown calculation. I
have provide examples of how we check this information.
10. Please provide the express permitting fee of $4000.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service APAl
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NN—MENR

Mr. Doug Shepard
Page 2
March 29, 2004
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to April 5, 2004, 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 [phone].
Sincerely,
Laurie Munn
Environmental Engineer
RSS/:Ism S:\WQS\STORMWAT\ADDINFO\2004\031130.mar04.doc
cc: Laurie Munn
Steve Chenault
Enclosures

WET POND EXAMPLE
DRAINAGE AREA= 10 ACRES (including 1 acre offsite)
IMPERVIOUS AREA= 6 ACRES (including 20,000 sf offsite @full buildout)
PERCENT IMPERVIOUS, ( I )= 6 =10 = .6 OR 60%
Use a 5 foot deep pond, 85% TSS (a vegetated filter is required) SA/DA = 3.2% (.032)
MINIMUM REQUIRED SURFACE AREA AT PERMANENT POOL
_ .032 X 10 ACRES=13,939 SQUARE FEET
MINIMUM REQUIRED VOLUME (Simple Method by Tom Schueler-preferred by DWQ)
Rv = .OS + .009 (60) _ .59
VOLUME_ (1" /12 ") X .59 X 10 X 43,560 = 21,417 CUBIC FEET
SURFACE AREA PROVIDED AT PP=14,700 SQUARE FEET (>13,939) (ELEV =15)
NEED AT LEAST 21,417 CUBIC FEET OF STORAGE (21,417-14,700=1.461), USE 1.5'
SET ELEVATION OF TEMPORARY POOL =15 + 1.5 =16.5'
SURFACE AREA AT 16.5 = (219' X 27') + (219' x 52.5') = 17,411 SQUARE FEET
VOLUME PROVIDED = ((I4,700 + 17,411) - 2) X (16.5 -15) = 24,083 CF (>21,417)
FOREBAY VOLUME
PERMANENT POOL VOLUME = 39,927 CUBIC FEET
FOREBAY VOLUME REQUIRED = .2 (39927) = 7,985 CUBIC FEET
FOREBAY VOLUME PROVIDED= 8,065 CUBIC FEET (3' deep forebay)
ORIFICE SIZING
Q, = 21417 + 172800 = .12 CFS (Flowrate required for a 2 day drawdown)
Q; = 21417 - 432000 = .05 CFS (Flowrate required for a 5 day drawdown)
CHOOSE A 2" CIRCULAR ORIFICE, AVERAGE HEAD = (1.5' - (1/2)(2 "/12))/2=.709'
AREA = .0218 FTZ
Q = Cp 2gh Q=.09 CFS (.05<,09<.12)

ORIFICE SIZING -Standard Orifice Equation
Q = Ca (2gh)' where h is 1/2 of the total head. First, estimate the required areas for
orifices designed to drawdown in 2 days and 5 days. Divide the 1" runoff volume by 172,800
seconds (2 days) and 432,000 seconds (5 days), to get a flowrate for each, then solve the orifice
equation for the area of each orifice by plugging in each flowrate. Use an average head based
on 1/2 the temporary pool depth. Then solve for the diameter. Choose an area or diameter
between the 2, and check it by solving for Q, using the orifice equation and an average head
based on 1/2 the distance from the centerline of the proposed orifice to the proposed
temporary pool elevation. If Q falls between the 2 and 5 day flowrates, you've got a winner.
Q2 day = 21,417=172,800 = :12 cfs A=Q / (C x (2(yh)l' )
Required Area = 4.14 in
Q; day = 21,417 _ 432,000= .05 cfs Required Area =1.73 in2
Choose a 2" $ orifice Area = 3.14 in2, or .0218 ft2
The average head ='/2 (18" - '/2 (2")) = 8.5" _ .708'.
Check:
Q = Ca (2(yh)�' _ .6 x .02IS x (2 x 32.2 x .708)1 _ .088 cfs
.05 cfs s .088 cfs < 012 cfs therefore, a 2" orifice will be OK.
Choose a 1.5" square Area = 2.25 in2, or .0156 ft2
The average head ='/2 (18" - 1/2 (1.5") = 8.625" _ .719'
Check:
Q=.6x.0156x(2x32.2x.719')'=.0637cfs
.05 cfs < .064 cfs < .12 cfs therefore, a 1.5" square orifice will be OK.
Other methods and types of orifices are acceptable. Provide the calculations, formulas,
assumptions, coefficient value determinations, etc. to support.
cv

Entity Names
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OFTHE
Secretary SECRETARY OF STATE
•Corporations Home
*Important Notice
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PO Box 29622 Raleigh, NC 27626-0622 j9191807-2000
Date: 3/29/2004
Click here to:
View Document Filings I
Print a pre -populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
NC Holden Beach DG, LLC Legal
Limited Liability Company Information
SOSID:
0714356
Status:
Current -Active
Date Formed:
3/3/2004
Citizenship:
Foreign
State of Inc.:
GA
Duration:
Perpetual
Registered Agent
Agent Name: C T Corporation System
Registered Office Address: 225 Hillsborough Street
Raleigh NC 27603
Registered Mailing
225 Hillsborough Street
Address:
Raleigh NC 27603
Principal Office Address:
2727 Paces Ferry Road
Suite 1-255
Atlanta GA 30339
Principal Mailing Address:
2727 Paces Ferry Road
Suite 1-255
Atlanta GA 30339
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
For questions or comments concerning the Corporations Division, please send e-mail to Corporations Administrator
Click here for help downloading forms.
http://www.secretary.state.ne.us/Corporations/soskb/Corp.asp?6200853 3/29/2004

State of North Carolina
Department of the Secretary of State
SOS1D: 714356
Date Filed: 3/3/2004 4:21:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200406200316
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to §57C-7-04 of the General Statutes of North Carolina, the undersigned limited liability company hereby applies for a
Certificate of Authority to transact business in the State of North Carolina, and for that purpose submits the following:
1. The name of the limited liability company is Holden Beach DG, LLC
and if the limited liability company name is unavailable for use in the State of North Carolina, the name the limited
liability company wishes to use is
2. The state or country under whose laws the limited liability company was formed is: Georgia
3. The date of formation was _. _. July 25, 2003 ; its period of duration is: Perpetual
4. Principal office information: (Select either a or b.)
a. ® The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street 2727 Paces Ferry Rd, Suite 1-255
City, State, Zip Code Atlanta, Georgia 30339 County Cobb
The mailing address, if different from the street address, of the principal office of the corporation is:
b. ❑ The limited liability company does not have a principal office.
5. The street address and county of the registered office in the State of North Carolina is:
Number and Street 225 Hillsborough Street
City, State, Zip Code Raleigh, North Carolina 27603 County
Wake
6. The mailing address, if different from the street address, of the registered office in the State of North Carolina is:
7. The name of the registered agent in the State of North Carolina is:
CT Corporation System
CORPORATIONS DMSION P. O. BOX 29622 RALEIGH, NC 27626-0622
(Revised January 2001) (Form L-09)

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
8. The names, tides, and usual business addresses of the current managers of the limited liability company are:
(use attachment ijnecessary)
Name Business Address
Harry J. Butler, Jr., Manager 2727 Paces Ferry Rd, Suite 1-255, Atlanta, Georgia 30339
Brett L. Butler, Manager 2727 Paces Ferry Rd, Suite 1-255, Atlanta, Georgia 30339
Debi T. Wilson, Manager 2727 Paces Ferry Rd, Suite 1-255, Atlanta, Georgia 30339
9. Attached is a certificate of existence (or document of similar itmort), duly authenticated by the secretary of state or other official
having custody of limited liability company records in the statc or country of formation. The Certificate of Existence must be
less than six months old A photocopy of the certification cannot be accepted
10. If the limited liability company is required to use a fictitious name in order to transact business in this State, a copy of the
resolution of its managers adopting the fictitious name is attached.
11. This application will be effective upon filing, unless a delayed date and/or time is specified:
This the Z106Y of _ lawm y , 2004
N/A
Holden Beach DG, LLC
Z
eofLimitedLiability mpany
Signature of M nager
Brett L. Butler
Type or Print Name
Notes:
1. Filing fee is $250. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0621
(Revised January 1001) (Form L-09)

Secretary of State
Corporations Division
315 West Tower
#2 Martin Luther King, Jr. Dr.
Atlanta, Georgia 30334-1530
MARKS & WILLIAMS, LLC
JAMES WILLIAMS
7380 MCGINNIS FERRY ROAD
SUWANEE, GA 30024
CONTROL NUMBER
DATE INC/AUTH/FILED:
JURISDICTION
PRINT DATE
FORM NUMBER
CERTIFICATE OF EXISTENCE
0341606
07/25/2003
GEORGIA
11/28/2003
211
I, Cathy Cox, the Secretary -of -State of -the -State of Georgia, do hereby certify
under the seal of my office-tha-b as of the above -print date
j HOLD'EN BEACH "DG, LLC
A GE6RGIA LIMITED LIABILITY COMPANY
is in compliance with the applicable filing and annual registration provisions
of Title 14 of the'Official -Code of Georgia Annotated'
Said entity was. formed in the jurisdiction stated above:or was authorized to
transact business In— Georgia on thealiove date, and has not filed articles of
dissolution, certificate of_scancellation or any other similar document with the
Office of the Secretary of State. '
This certificate relates only to the legT1 existence of.the above -named entity
as of the print date above. It does not' certify whether or not a notice of
intent to dissolve, .an application for withdrawal, a statement of commencement
of winding up or any. other similar document has been filed or is pending with
the Secretary of State,_,,..
This information is electronically transmitted, issued and certified in
accordance with the Georgia Electronic Records and Signatures Act and Title 14
of the Official Code of Georgia Annotated and is prima -facie evidence that said
entity is in existence or is authorized to transact business in this state.
20031128154503043
6`
Cathy Cox
Secretary of State

Michael F. Easley, Governor
i'.
William G. Ross Jr., Secretary
.y
North Carolina Department of Environment and Natural Resources
r
-i
Alan W. Klimek, P.E.,Director
'C
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 29, 2004
Mr. Doug Shepard, Vice -President
Holden Beach DG, LLC
2727 Paces Ferry Road, Suite I-255
Atlanta, GA 30339
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 031130
Dollar General - Holden Beach
Brunswick County
Dear Mr. Shepard:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Dollar General - Holden Beach on March 8, 2004. 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 provide documentation that you are the vice-president of Holden Beach DG, LLC.
The North Carolina Secretary of State website does not list you as an officer.
2. Please provide the signed Operation and Maintenance Agreement for the Dry Detention
Basin. 6''V'�_ vi-aJ-)
,/3. Please provide a note on.the plans that all roof drainage must be directed to the basin.
4. Please delineate the drainage area to the basin.
5. If the vegetative Swale is to be located before the entrance to the basin, all drainage must
be directed to this swale. The Swale must meet all the requirements listed on p. 68 of the
BMP manual. Also, please provide calculations for the swale showing that the Swale
meets these requirements and provide a detail of the swale on the plans.
6. Please provide a 3:1 L:W flow path ratio in the pond. This length to width ratio must be
met at all locations that runoff from impervious surfaces enter the pond.:
7. Please label the bottom elevation of the basin on the detail. Also, please revise the detail
to show the required small permanent pool near the outlet. Provide an elevation for this
area. Please provide dimensions of the pond at the overflow elevation.
8. Please provide a detail of the outlet control structure.
9. The calculations show a volume calculation for the 1" event, but the supplement states
that the 1 year, 24-hour event is used. Please clarify which storm event is used and
provide detailed calculations for this storm event. The calculations should be in square
feet. Please show how you calculated the average head on the drawdown calculation. I
have provide examples of how we check this information.
10. Please provide the express permitting fee of $4000.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] N_MENR

Mr. Doug Shepard
Page 2
March 29.2004
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to April 5, 2004, 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 [phone].
Sincerely,
Laurie Munn
Environmental Engineer
RSS/:Ism S:\WQS\STORMWATIADDINFO\2004\031130.mar04.doc
cc: Laurie Munn
Steve Chenault
Enclosures

DRAINAGE AREA=
10 ACRES (including 1 acre offsite)
IiVIPERVIOUS AREA= 6 ACRES (including 20,000 sf offsite @full buildout)
PERCENT IMPERVIOUS, (I )= 6 -10 = .6 OR 60%
Use a 5 foot deep pond, 85% TSS (a vegetated filter is required) SA/DA = 3.2% (.032)
MINIMUM REQUIRED SURFACE AREA AT PERMANENT POOL
_ .032 X 10 ACRES=13,939 SQUARE FEET
MINIMUM REQUIRED VOLUME (Simple Method by Tom Schueler-preferred by DWQ)
Rv = .05 + .009 ( 60 ) = .59
VOLUME = 0" /1211) X .59 X 10 X 43,560 = 21,417 CUBIC FEET
SURFACE AREA PROVIDED AT PP=14,700 SQUARE FEET (>13,939) (ELEV =15)
NEED AT LEAST 21,417 CUBIC FEET OF STORAGE (21,417 +14,700 =1.46'), USE 1.5'
SET ELEVATION OF TEMPORARY POOL =15 + 1.5 =16.5'
SURFACE AREA AT 16.5 = (219' X 27') + (219' x 52.5')=17,411 SQUARE FEET
VOLUME PROVIDED = ((14,700 + 179411) - 2) X (16.5 -15) = 24,083 CF (>21,417)
FOREBAY VOLUME
PERMANENT POOL VOLUME = 39,927 CUBIC FEET
FOREBAY VOLUME REQUIRED = .2 (39927) = 7,985 CUBIC FEET
FOREBAY VOLUME PROVIDED= 8,065 CUBIC FEET (3' deep forebay)
ORIFICE SIZING
Q, = 21417 + 172800 = .12 CFS (Flowrate required for a 2 day drawdown)
Q; = 21417 + 432000 = .05 CFS (Flowrate required for a 5 day drawdown)
CHOOSE A 2" CIRCULAR ORIFICE, AVERAGE HEAD = (1.5' - (1/2)(2 "/12))/2=.709'
AREA = .0218 FTz Q = CD 2gh Q=.09 CFS (.05s.09<.12)
6

• ORIFICE SIZING -Standard Orifice Equation
Q = Ca (2gh)' where h is 1/2 of the total head. First, estimate the required areas for
orifices designed to drawdown in 2 days and 5 days. Divide the 1" runoff volume by 172,800
seconds (2 days) and 432,000 seconds (5 days), to get a flowrate for each, then solve the orifice
equation for the area of each orifice by plugging in each flowrate. Use an average head based
on 1/2 the temporary pool depth. Then solve for the diameter. Choose an area or diameter
between the 2, and check it by solving for Q, using the orifice equation and an average head
based on 1/2 the distance from the centerline of the proposed orifice to the proposed
temporary pool elevation. If Q falls between the 2 and 5 day flowrates, you've got a winner.
Qz day = 21,417-172,800 = .12 cfs A=Q / (C x (2gh)l )
Required Area = 4.14 in
Q; da,. = 21,417 _ 4321000= .05 cfs Required Area =1.73 in
Choose a 2"$ orifice Area = 3.14 inz, or .0218 ftz
The average head ='/ (18" - '/z (2")) = 8.5" = .708'.
Check:
Q = Ca (2gh)'- _ .6 x .0218 x (2 x 32.2 x .708)1 _ .088 cfs
.05 cfs s .088 cfs < 012 cfs therefore, a 2" orifice will be OK.
Choose a 1.5" square Area = 2.25 inz, or .0156 ftz
The average head ='/z (18" —2 (1.5") = 8.625" _ .719'
Check:
Q=.6x.0156x(2x32.2x.719')Yl=.0637cfs
.05 cfs <..064 cfs < .12 cfs therefore, a 1.5" square orifice will be OK.
Other methods and types of orifices are acceptable. Provide the calculations, formulas,
assumptions, coefficient value determinations, etc. to support.

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
NI'ichael F, Easley, Governor
Date, a D�
CO:. E�
FAX #:
REMARKS:
William G. Ross Jr., Secretary
FpX COVER SHEET
No. Of Pages: e5
From: u n
CO:
FAX#: 910 35� 4
227CardinalDrlveErienalAn, ,,N,0 ponMC, 194564645 unityAlll mntlr A�WnEmploycr5•3�DFm(9It))250.2004

P. 1
* COMMUNICATION RESULT REPORT ( MAR.29.2004
FILE MODE OPTION ADDRESS (GROUP)
----------------------------------------------------------
317 MEMORY TX 8-8436923210
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
1:57PM ) *
TTI
RESULT
-------OK -.
* *
NCDENR WIRO
PAGE
----------
P. 5/5
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of Nodh Carolina
Department of EnVironment and Natural Resoaroes
Wilmington Regiowd Offma
Michael F. Easley, Govemor William Q. Roan Jr., Secretary
FAX COVER SHEET
Date: a 0q Nq. Of pages:
To, From... %Izu-tL2
C ; . �. b CO:W
FAX #: ,2.10 , FAX#:11052:2M
REMARKS:
III Cardinal Drive E011111o0a, WOm(lo P n �4M 701011111100 n E 1'm0 Fay (910) JAO.=4
0

MEMORANDUM
To:. Valery Stephens
From: Linda Lewis �
Date: March 23, 2004
Subject: Application Fee Refund
Project Name: Dollar General Holden Beach
Project Number: SW8 0301130
Brunswick County
Dear Valery:
Please refund $420.00 to the below named person. The project has been
withdrawn and is being resubmitted to the Express Permit Program.
Check Number: 1502
Deposit Number: 133158
Deposit Date: March 16, 2004
Please make the check payable to and send to:
Butler DG, LLC
One Paces West, Suite 225
2727 Paces Ferry Road
Atlanta, GA 30339
Federal Tax ID Number: 02-0663473
Thank you for your speedy response.
RSS/arl: S:\WQS\STORMWAT\REFUND\031130.mar04
cc: Doug Shepard, Butler Properties
Linda Lewis
Central Files

DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
CASH RECEIPTS JOURNAL VOUCHER WITH SUMMARY Page —of
DOCUMENT ID: 1 I 6 1 2 1 Deposit Date: LI Z- C' U Budget Code: EFFM
APP. CODE: m - GL EFFECTIVE DATE:
DIVISION ,77 ILIc a] DATA TYPE CODE: � Deposit No.:

Form Name: Cash Receipts Journal ucher with Summary
Description: This form is used as a1dala entry for to record cash receipts detail in the NCAS Budgetary Control'
module, Information gathered on I is form include document ID, GL effective date, data type codes, deposit
USE PINK PAPER

Re: Dollar General - Holden Beach, NC - Request for determination ...
Subject: Re: Dollar General - Holden Beach, NC - Request for determination of Low vs. High
Density
From: Linda Lewis <[e-mail]>
Date: Tue, 23 Mar 2004 09:50:46 -0500
To: Doug Shepard <[e-mail]>
CC: "Rick Shiver (E-mail)" <[e-mail]>, "Steve Chenault (E-mail)"
<[e-mail]>, Brett Butler <bbutler@butlerproperties. net>
Dear Mr. Shepard:
The points you make concerning the criteria for low density are all correct.
Meeting low density, however, is more than just limiting built -upon area and
eliminating pipe. There is one additional item which you have not taken into
account. Just below section NCAC 2H.1003 (d)(5)(D) there is a statement that reads:
"Development designed to meet the requirements in Subparagraphs (d)(1) and (d)(3)
[/Low Density Projects and Other Projects/] of this paragraph must demonstrate that
no areas within the project site are of such high density that stormwater runoff
threatens water quality."
The Division has chosen to allow the reviewer to make the determination that an
area or pocket of "high density" exists within a low project based on several
factors:
1. If the built -upon area associated with the project is clustered in one area of
the project, leaving the remaining area open, or:
2. If a single discharge point is created, or:
3. Sheet flow from the built -upon area through the remaining open areas is not
provided, or:
4. Engineered BMP's that need to be maintained are used. These cannot be permitted
under the low density option.
Additionally, under NCAC 2H.1006, the Division is allowed to require "more
stringent stormwater management measures on a case -by -case basis where it is
determind that additional measures are required to protect water quality and
maintain existing and anticipated uses of these waters [HQW]." This project is just
slightly outside of the 1/2 mile distance from the receiving strean, the
Intracoastal waterway, which is class SA HQW. The Divsion is justified in requiring
a permit for a stormwater managment system at this site instead of allowing the
runoff from this pocket of high density to be treated in an unpermitted BMP.
The built -upon area for this project is clustered, and is collected off the
pavement at a single concentrated discharge point to a swale, which transports it
to a dry detention pond. Sheet flow is not provided. This site meets all four
criteria to be considered a pocket of high density. As was indicated in my return
letter of January 5, 2004, this project is high density and should be resubmitted
as such.
The proposed dry detention pond can be permitted with a few additions to the design
to conform to the requirements listed in Chapter 6 of the BMP manual. Please have
your consultant review the criteria and revise the application accordingly.
If you have any questions, please call Rick Shiver @910-395-3900.
Linda
Doug Shepard wrote:
Ms. Lewis,
1 of 2 3/23/2004 10:01 AM

Re: Dollar General - Holden Beach, NC - Request for determination ...
It is my understanding that the above referenced project qualifies as Low Density
for the following reasons:
* This project is governed by code section 15A NCAC 02H .1005 (3) (a) Low
Density Option because we are 0.63 miles from the Intracoastal waterway which is
a Class SA waterbody. The distance of 0.63 exceeds the one-half mile threshold to
be governed by code section 15A NCAC 02H. 1005 (2).
* Built apon area for this project is 28.5%, which is less than the 30%
maximum for Low Density project classification
* Stormwater runoff is transmitted solely by vegetated swales. All stormwater
piping has been eliminated.
* A 30 foot vegetated buffer is provided at the rear of this project.
Because this project is classified as Low Density no BMP is specified and no
supplement forms have been submitted. Please note that our plans specify a
detention pond that is provided to satisfy the stormwater regulations of
Brunswick County and to act as a temporary sediment pond as required by the
NCDENR Land Quality Division. Both of these agencies have reviewed and approved
this project. Our Land Quality Division permit number is Bruns-2004-142. The
permit was issued 12-19-03.
If you agree with the above determination of Low Density classification, please
arrange to transfer this application to the "Fast Track" department. It is my
understanding that the review fee will be $2000.00 and the $420.00 review fee
submitted December 19th is refundable or can be credited toward payment of the
Fast Track fee.
Please contact me by replying to this email or by calling [phone]
extension 20 so that I may complete any necessary Fast Track permit application
forms and arrange for payment of the Fast Track review fee.
Doug Shepard, P.E.
Vice President of Development
Butler Properties
2727 Paces Ferry Road
Suite 1-255
Atlanta, CA 30339
Phone: [phone]x20
Fax: [phone]
[e-mail]
2 of 2 3/23/2004 10:01 AM

State of North Carolina RECEIVE
Department of Environment
and Natural Resources M�� 5 2004
Wilmington Regional Office _
Division of Land Resources
Land Quality Section
Michael F. Easley, Governor
William G. Ross Jr., Secretary
March 11, 2004
NCDENR
Ng GRO... DP Ai IT CH ov
E RONMC auo Nmt RmmRces
NOTICE OF VIOLATIONS OF THE
SEDIMENTATION POLLUTION CONTROL ACT
CERTIFIED MAIL 7003 1010 0000 0032 4694
RETURN RECEIPT REQUESTED
Mr. Toy Johnson
881 Sabbath Home Road SW
Supply, NC 28462
CERTIFIED MAIL 7003 1010 0000 0032 4700
RETURN RECEIPT REQUESTED
Mr. Toy Johnson
Route 2 Box 120
Supply, NC 28462
CERTIFIED MAIL 7003 1010 0000 0032 4717
RETURN RECEIPT REQUESTED
Mr. Toy Johnson
c/o Mark Owens
Brunswick Realty
123 Ocean Blvd. West
Holden Beach, NC 28462
CERTIFIED MAIL 7003 1010 0000 0032 4724
RETURN RECEIPT REQUESTED
Holden Beach DG, LLC
Doug Shepard, V.P.
2727 Paces Ferry Road Suite 1-255
Atlanta, GA 30339
Project Name: Dollar General Store -Holden Beach
Project No: Bruns-2004-142
Brunswick County
Dear Mr. Johnson:
On March 9, 2004, personnel of this office inspected a project located off Holden Beach Road(Highway
130) in Brunswick County, North Carolina. This inspection was performed to determine compliance with the
North Carolina Sedimentation Pollution Control Act of 1973. The inspection revealed a land -disturbing activity
of approximately 1.2 acres being conducted.
It is our understanding that you and/or your firm are responsible for this land -disturbing activity. The
purpose of this letter is to inform you that this activity was found to be in violation of the Act, NCGS 113A-50
to 66, and Title 15A, North Carolina Administrative Code, Chapter 4. If you feel that you are not responsible
for the following violations, please notify this office immediately.
127 Cardinal Drive Extension, Wilmington, N.C. 284053845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Toy Johnson/Holden Beach Dollar General, LLC
March 11, 2004
Page Two
The violations that were found are:
Failure to take all reasonable measures to protect all public and private property from damage by such
land -disturbing activities. 15A NCAC 4B.0105.
Stormwater retention pond, some sections of silt fence and a gravel construction entrance have not
been installed. Existing silt fence has not been properly toed in.
2. Failure to maintain satisfactorily all temporary and permanent erosion and sedimentation control
measures and facilities during the development of a site. 15 NCAC 4B.0113..
Existing silt fence is down in some areas of the project.
To correct these violations, you must:
1. Construct the stormwater retention pond which is the primary sedimentation and erosion
control device.
2. Properly install the silt fence.
3. Install all required sections of silt fence.
4. Repair & maintain existing silt fence.
5. Install a gravel construction entrance.
The initial one day civil penalty could be an assessment of up to $5,000.00. A time period for
compliance is not required for this initial one day civil penalty pursuant to NCGS 113A-61.1 (c) and NCGS
113A-64(a)(1). An initial one day civil penalty is being considered for this project.
If the violations described in this Notice are not corrected within 7 days following your receipt of this
Notice, the Division of Land Resources may take additional appropriate legal action against you pursuant to
NCGS 113A-64. That action could be the assessment of additional civil penalties and may result in the
initiation of other remedies as prescribed by the Act. If additional civil penalties are assessed for the violations,
the amount may be up to $5,000.00 per day for each day of the violation pursuant to NCGS 133A-64(a)(1).
If all violations are corrected within the time period specified for compliance, additional civil penalties or legal
remedies will not be pursued.
Any new land -disturbing activity.associated with this project should not begin until the area presently
disturbed is brought into compliance with the Act. When corrective actions are complete, you should notify
this office so that the work can be inspected. You should not assume that the site is in compliance with the
Act until we have so notified you. In addition, once compliance has been achieved, all installed measures must
be satisfactorily maintained until development is complete and the site is fully stabilized to avoid further
violations of the Act.
We solicit your cooperation, and would like to avoid taking further enforcement action. At the same
time, it is your responsibility to understand and comply with the requirements of the Act. Copies of the
relevant statute and administrative rules may be examined at this office or will be sent to you upon request.
Should you have questions concerning this Notice or the requirements of the Act, please contact either Kevin
Rowland or me at your earliest convenience.

County
Person I
Address:
Case #
MJR1 N GdROLlNADEPARTMENT OFENVIRONMENTAND NATURAL RESOURCES
9ND QUALTIYSEC�'ION 1;7 Cardina(Drive, Ext., Wilmington, NC2840;-3845 [phone]
/� i
River Basin Z&IW4y i-
Project #1 i�/iO.v- /Z2
1. Project Location /Ul/ 0 Picturyys: No ❑ Yes lY Prints ❑ Slides ❑ Di ital Video ❑
2. Weather and Sod Condit ons / 6 / ,
3. Is site currendv under notice of violation? Yes ❑ No
4. Is the site in compliance with the S.RC.A. and the rules?
Yes ❑
S. Violations:
❑ a. No approved plan, G.S. 113A-57(4) and 1SA NCAC 4B.0107(c)
❑ g.
,Z�. Failure to follow approved plan, G.S. 113A-61.1
❑ h.
❑ c. Failure to submit revised plan, G.S. 113A-54.1(b) and
15A NCAC 4B.0118(a)
❑ i
❑ d. Failure to provide adequate groundcover, G.S. 113A-57(3) and
15A NCAC 4B.0107(b) or 15A NCAC 4B.0124(e)
❑ e. Insufficient measures to retain sediment on site, G.S. 113A-57(3)
❑ k.
�f Failure to take all reasonable measures, 15A NCAC 4B.01 ,
6. NPDES Permit Violation? Yes No ❑ Describe Mom'_
No,Y If no, check violations below:
Inadequate buffer zone, G.S. 113A-57(1)
Graded slopes and fills too steep, G.S. 113A-57(2)
or 15A NCAC 4B.0124(d)
Unprotected exposed slopes, G.S. 113A-57(2)
Failure to maintain erosion control measures,
15A NCAC 4B.0113
Other (describe)
7. Has sedimentation damage occurred since last inspection? les ❑ If yes, where? (check all that apply):
Lake/natural watercourse on the tract ❑ Lake/natural watercourse off the tract ElOtl
Description
Degree of damage: Slight ❑
8. Contact made with (Name)
Inspection Report given ❑ or sent
9. Corrective actions needed:
ter property
Moderate U Severe ❑
Tide
to Person Financially Responsible Date given/sent O Q
Time arriving at site10 :.., Time leaving site: Z'2' ���/�7
cc:

Toy Johnson/Holden Beach Dollar General, LLC
March 11, 2004
Page Three
Please do not hesitate to contact me regarding any questions you might have about this matter.
Sincerely,
Daniel Sams, P.E., M.E.
Regional Engineer
DES//bfr
cc: Sedimentation Specialist
WiRO-LQS
DWQ Supervisor-WiRO
Enclosure: Inspection Report

THE BUTLER GROUP OF COMPANIES
BUTLER PROPERTIES
SERVING COMMUNITIES BY DEVELOPING WITH INTEGRITY
March 10, 2003
VIA OVERNIGHT MAIL
Ms. Linda Lewis
North Carolina Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension �j ('� �j .. T�%�j
Wilmington, NC 28405 RECEIVED
CE a
RE: Dollar General -Holden Beach
NCDENR Project No. Bruns-2004-142
3045 Holden Beach Road
Holden Beach, NC
Dear Ms. Lewis:
MAR 1 1 2004
DWQ
PROJ # n3 JJ30
Enclosed for your review and approval are the following documents that supplement the
full resubmittal package for the above referenced project:
• Grading Plan with the limits of a drainage easement marked in red
• A copy of the Drainage Easement agreement
The drainage easement, as plotted in red, is an agreement with the neighbor to allow
construction of a drainage Swale along the common boundary line. The agreement also
creates a shared detention area that can be modified at the time of development of the
neighboring parcel to accommodate additional runoff and water quality impacts.
Please call me at [phone] extension 20 if you have any questions or require
additional information.
Sincerely,
HOLDEN BEACH DG, LLC
E(adgi Shepard, P.E.
Vice President
Enclosures
cc: Steve Chenault — DDC Engineers
One Paces West - Suite 255 - 2727 Paces Ferry Road Atlanta, Georgia 30339
Ph. 770.433.9500 1 Fax. [phone] www.butlerproperties.net

A
0
1 , o
DDC Engineers, Inc.
TO: LINDA LEWIS
NCDENR — WILMINGTON REGIONAL OFFICE
127 CARDINAL DRIVE EXTENSION
WILMINGTON, NC 28405-3845
PHONE: [phone]
RE: DOLLAR GENERAL — HOLDEN BEACH, NC
DDC P/N: 03.02284E
DATE: MARCH 5, 2004
CC: PROJECT FILE
LETTER OF TRANSMITTAL
"*"'*FEDERAL EXPRESS'**"**
MAR Q 6 `/004
COPIES
DATE
NO.
DESCRIPTION
1
Original and one copy of Stormwater Management Application Form
1
Check for $420.00
2
Narrative and Stormwater Calculations
2
Site Development Plans
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑
FOR APPROVAL
❑
APPROVED AS SUBMITTED
E
FOR YOUR USE
❑
APPROVED AS NOTED
❑
AS REQUESTED
❑
RETURNED FOR
CORRECTIONS
IN
FOR REVIEW AND
❑
RESUBMIT COPIES FOR
COMMENT
APPROVAL
❑ SUBMIT_ COPIES FOR
DISTRIBUTION
❑ PRINTS RETURNED AFTER
LOAN TO US
❑ RETURN _ CORRECTED
PRINTS
❑ FOR BIDS DUE 20
From the desk of
Steven J. Chenault
Project Engineer
DDC Engineers, Inc.
1298 Professional Drive
Myrtle Beach, SC 29577
843.692.3200 ■ 843.692.3210 fax
E-Mail: [e-mail]

Project Narrative
Dollar General Store
Holden Beach, North Carolina
November 16,2003
(Revised) March 5,
Prepared for:
Holden Beach DG, LLC
2727 Paces Ferry Road
Suite 1-255
Atlanta, GA 30339
1298 Professional Drive
Myrtle Beach, SC 29577
Ph: [phone]
Fax: [phone]
Doc Project No. 03.02284E

1.1 Pre -Development Site Conditions
1.1.1. Site Description
Dollar General is proposing to construct a 9100sf retail sales building and associated
parking on a 2.00 acre site in Brunswick County, near Holden Beach, NC. The site is
located on the south side of Highway 130 and is approximately 1631 feet from the
intersection of SR1239. The parcel is located adjacent to a vacant parcel to the east
owned by N/F Lyndon Johnson and Judith D. ET. This parcel borders an existing
residence to the west owned by N/F Patricia G. Lancaster and Eugene Lancaster.
Currently, the majority of this site is wooded and an existing residence is located on
the parcel that will be demolished during development. This parcel is currently zoned
CLD. This tract of land does not lie within the 100 year intermediate regional flood
zone as per the FEMA as shown on Community -panel #370295 0335 E, last revised
April 2, 1991. Topography is relatively flat with slopes generally in the range of 3% or
less. Anticipated land disturbance for this project will be approximately 1.2 acres. The
PIN# for this property is 232GE00503.
1.1.2. Existing Drainage Patterns and Outfall
Runoff from the site generally sheet flows from north to south from the front of the lot
at Highway 130 (ELEV 35 MSL) to the rear of the lot bordered by and existing ditch
(ELEV 22 MSL). Pre -development cover conditions are as follows: 1% buildings, 16%
lawns, 83% wooded with underbrush. Stormwater is collected and conveyed offsite
via the existing ditch. Pre -development stormwater runoff was calculated for a 1-yr,
24-hr storm and 10-yr, 24-hr storm event. A summaryof the results is included at the
end of this narrative.

2.1 Post Development Site Conditions
2.1.1. Sediment and Erosion Control Program
Vegetation and mulch will be applied to all applicable areas immediately after grading
is completed. Gravel sub -base will be installed in the parking areas as soon as grading
is completed. Sediment control will be accomplished by the installation of temporary
sediment fence and inlet protection devices. A temporary construction exit will be
used to prevent the transportation of sediment from the site to the state highway.
Pollution removal will be accomplished with BMP features such as grassed swales,
check dams, and dry pond design with controlled discharge.
2.1.2. Stormwater Management System
Post development runoff from the developed portion of the property will be detained
in a storage basin constructed within the proposed project. Stormwater will be routed
to the proposed dry pond via vegetated swales. Stormwater controlled within the
detention area and released at a rate less than the pre -development. Refer to the
attached "drawdown calculation". Post -development cover conditions are as follows:
28% impervious, 34% lawns, 38% wooded with underbrush. Discharge from the
basin will be routed to the previously mentioned existing ditch and assume pre -
development patterns. Discharge from the detention basin will be conveyed across a
30' vegetated buffer prior to entering the existing outfall ditch. Post -development
stormwater runoff was calculated for a 1-yr, 24-hr storm and 10-yr, 24-hr storm
event. A summary of the results is included at the end of this narrative.
Peak Discharge Summary Offsite
24hr
Storm Event
Pre -Development
Peak Discharge
Maximum Allowable
Peak Discharge
Post -Development
Peak Discharge
1 Year
1.66 cfs
1 .8 3 cfs
0.05 cfs
10 Year
5.32 cfs
5.85 cfs
5.12 cfs

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Holden Beach quadrangle - TopoZone Pro elevation display M=-8.
Projection is UTM Zone 17 NAD83 Datum G=1.524
http://www.topozone.com/print.asp?z=17&n=3756984.7474915 &e=752308.100887524&s... 12/4/2003

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Dollar General Store
Holden Beach, NC
Maximum Node Conditions
March 2004
Name Simulation
BNDY HOLD10YR-POST
BNDY HOLDIYR-POST
P1 HOLD10YR-POST
P1 HOLDIYR-POST
Max
Warning
Max Delta
Max Surf
Max
Max
Stage
Stage
Stage
Area
Inflow
outflow
ft
ft
ft
ft2
cfs
cfs
20.400
26.500
0.0000
0
5.117
0.000
20.400
26.500
0.0000
0
0.046
0.000
26.043
26.500
0.0050
6609
8.597
5.117
25.567
26.500
0.0050
5402
3.702
0.046
File: C:\ENG-FILE\ICPR3\02284E\HOLDEN.ICP
Revised: 3/5/2004
Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.
Page I of I

Dollar General Store
Holden Reach, NC
Maximum Link Conditions
March 2004
Max Max Max Max
Name Simulation Flow Delta Q US Stage DS Stage
cfs cfs ft ft
CS-1 HOLD10YR-POST 5.117 -0.073 26.043 20.400
CS-1 HOLDIYR-POST 0.046 0.000 25.567 20.400
File: C:\ENG-FILE\ICPR3\02284E\HOLDEN.ICP
Revised: 3/5/2004
Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc.
Page 1 of I

Dollar General Store
Holden Beach, NC
Maximum Basin Conditions
March 2004
Simulation
HOLDIOYR-POST
HOLDIYR-POST
HOLDIOYR-PRE
HOLDIYR-PRE
Basin
Group
Time Max
Flow
Max
hrs
cfs
B1-D
POST-DEV
12.01
8.603
B1-D
POST-DEV
12.01
3.726
B1-P
PRE-DEV
12.04
5.326
B1-P
PRE-DEV
12.04
1.658
Volume Volume
in ft3
5.142 23705.692
2.110 9726.005
3.725 17172.673
1.193 5502.109
File: C:\Eng-File\ICPR3\02284E\holden.ICP
Revised: 3/5/2004
Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline "Technologies, Inc. Page I of I

Dollar General Store
Holden Beach, NC
Input Data
March 2004
Basins __________________________________------- ---- -__--_= -------------- ____------
------------
Name: B1-D
Group: POST-DEV
Unit Hydrograph: Uh323
Rainfall File: Scsii-24
Rainfall Amount(in): 7.000
Area(ac): 1.270
Curve Number: 84.00
DCIA(%): 0.00
Node: P1 Status: Onsite
Type: SCS Unit Hydrograph
Peaking Factor: 323.0
Storm Duration(hrs): 24.00
Time of Conc(min): 5.00
Time Shift(hrs): 0.00
Max Allowable Q(cfs): 999999.000
--------------------------___----------------______-----------_------_----___---_
Name: B1-P Node: BNDY Status: Onsite
Group: PRE-DEV Type: SCS Unit Hydrograph
Unit Hydrograph: Uh323
Rainfall File: Scsii-24
Rainfall Amount(in): 7.000
Area(ac): 1.270
Curve Number: 71.00
DCIA(%): 0.00
________________________
Nodes
________________________
________________________
Name: BNDY
Group: POST-DEV
'type: Time/Stage
Time(hrs) Stage(ft)
------------------------------
0.00 20.400
24.00 20.400
Peaking Factor: 323.0
Storm Duration(hrs): 24.00
Time of Conc(min): 10.00
Time Shift(hrs): 0.00
Max Allowable Q(cfs): 999999.000
Base Flow(cfs): 0.000
Init Stage(ft): 20.400
Warn Stage(ft): 26.500
--"'-------------------------------------__----------9----------------_-
Name: P1 Base Flow(cfs): 0.000 Init Stage(ft): 22.500
Group: POST-DEV Warn Stage(ft): 26.500
Type: Stage/Area
PROPOSED DRY POND
Stage(ft) Area(ac)
22.500 0.0001
23.000 0.0100
24.000 0.0600
25.000 0.0900
26.000 0.1500
26.500 0.1700
--== Drop Structures _____ ------------ ___--_--------------
-------------------
Name: CS-1 From Node: P1
Group: POST-DEV To Node: BNDY
Length(ft): 36.00
Count: 1
File: C:\ENG-FILE\ICPR3\02284E\HOLDEN.ICP
Revised: 3/5/2004
Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page I of 4

Dollar General Store
Holden Beach, NC
Input Data
March 2004
UPSTREAM
DOWNSTREAM
Geometry:
Circular
Circular
Span(in):
15.00
15.00
Rise(in):
15.00
15.00
Invert(ft):
21.550
21.400
Manning's N:
0.013000
0.013000
Top Clip(in):
0.000
0.000
Bot Clip(in):
0.000
0.000
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall
Weir 1 of 2 for Drop Structure CS-1
Count: 1
Type: vertical: Mavis
Flow: Both
Geometry: Circular
Span(in): 1.00
Rise(in): 1.00
••` Weir 2 of 2 for Drop Structure CS-1 •"
Count: 1
Type: Horizontal
Flow: Both
Geometry: Rectangular
Span(in): 24.00
Rise(in): 36.00
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Entrance Loss Coef: 0.000
Exit Loss Coef: 0.000
Outlet Ctrl Spec: Use do or tw
Inlet Ctrl Spec: Use do
Solution Incs: 10
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Disc Coef: 3.200
Orifice Disc Coef: 0.600
Invert(ft): 22.500
Control Elev(ft): 22.500
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Disc Coef: 3.200
Orifice Disc Coef: 0.600
Invert(ft): 25.750
Control Elev(ft): 25.750
TABLE
TABLE
Hydrology Simulations ------------- ______------------------ —_-____________________—
Name: HOLDIOYR-POST
Filename: C:\Eng-File\ICPR3\02284E\HOLDI0YR-POST.R32
Override Defaults: Yes
Storm Duration(hrs): 24.00
Rainfall File: Scsii-24
Rainfall Amount(in): 7.00
Time(hrs) Print Inc(min)
___-__------
24.000 5.00
----------------------------------------" - "" `
Name: HOLDIOYR-PRE
Filename: C:\Eng-File\ICPR3\02284E\HOLDIOYR-PRE.R32
Override Defaults: Yes
Storm Duration(hrs): 24.00
Rainfall File: Scsii-24
Rainfall Amount(in): 7.00
Time(hrs) Print Inc(min)
------------------------------
24.000 5.00
File: C:\ENG-FILE\ICPR3\02284E\HOLDEN.ICP
Revised: 3/5/2004
Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 2 of 4

Dollar General Store
Holden Beach, NC
Input Data
March 2004
----------------------------------------------------------------------------------------------------
Name: HOLDIYR-POST
Filename: C:\Eng-File\ICPR3\02284E\HOLDIYR-POST.R32
Override Defaults: Yes
Storm Duration(hrs): 24.00
Rainfall File: Scsii-24
Rainfall Amount(in): 3.70
Time(hrs) Print Inc(min)
------------------------------
24.000 5.00
-----------------------------------------------------------' "'"---
Name: HOLDIYR-PRE
Filename: C:\Eng-File\ICPR3\02284E\HOLDIYR-PRE.R32
Override Defaults: Yes
Storm Duration(hrs): 24.00
Rainfall File: Scsii-24
Rainfall Amount(in): 3.70
Time(hrs) Print Inc(min)
------------------------------
24.000 5.00
==== Routing Simulations _____________________________________________ __________________
Name: HOLD10YR-POST Hydrology Sim: HOLD10YR-POST
Filename: C:\Eng-File\ICPR3\02284E\HOLD10YR-POST.I32
Execute: Yes Restart: No
Alternative: No
Max Delta Z(ft): 1.00
Time Step Optimizer: 10.000
Start Time(hrs): 0.000
Min Cale Time(sec): 0.5000
Boundary Stages:
Time(hrs) Print Inc(min)
36.000 15.000
Group Run
--- "'-------- -----
POST-DEV Yes
Patch: No
Delta Z Factor: 0.00500
End Time(hrs): 24.00
Max Cale Time(sec): 60.0000
Boundary Flows:
---------------- ___ ____ _____---
Name: HOLDIYR-POST Hydrology Sim: HOLDIYR-POST
Filename: C:\Eng-File\ICPR3\02284E\HOLDIYR-POST.I32
Execute: Yes Restart: No Patch: No
Alternative: No
Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500
Time Step Optimizer: 10.000
Start Time(hrs): 0.000 End Time(hrs): 24.00
Min Cale Time(sec): 0.5000 Max Cale Time(sec): 60.0000
Boundary Stages: Boundary Flows:
File: C:\ENG-FILE\ICPR3\02284E\HOLDEN.ICP
Revised: 3/5/2004
Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 3 of 4

Dollar General Store
Holden Beach, NC
Input Data
March 2004
Time(hrs) Print Inc(min)
36.000 15.000
Group Run
POST-DEV Yes
Boundary Conditions ___ ------------------
-____________________________
File: C:\ENG-FILE\ICPR3\02284E\HOLDEN.ICP
Revised: 3/5/2004
Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline "Technologies, Inc. Page 4 of 4

FEB.24.2004 10:47AM MARKS & WILLIAMS
After recording, return to:
Marks & Williams, LLC
7380 McGinnis Ferry Road
Suite 100
Suwanee, GA 30024
N0.53e P.3i13
THIS DRAINAGE EASEMENT AGREEMENT (hereinafter referred to as the "Agreement"),
made and entered into as of the 199 day of February, 2004, by and between HOLDEN BEACH DG,
LLC, a Georgia limited liability company (hereinafter collectively referred to as "Beach"), and LYNDON
L. HOLDEN and JUDITH D. HOLDEN, residents of the State of North Carolina (hereinafter
collectively referred to as "Holden'.
3K11hLEaaH1H:
WHEREAS, Beach is the owner ofthat certain tract or parcel ofland lying and being in Brunswick
County, North Carolina, shown as "Beach Tract" on the site plan attached hereto as Exhibit' (the "Site
Plan"), and being more particularly described on B21h t „A„ attached hereto and incorporated herein by
this reference (hereinafter referred to as the "Beach Tract"); and
WHEREAS, Holdenis the owner ofthat certain tract or parcel ofland lying andbeing inBntnswick
County, North Carolina, which lies adjacent to the Beach Tract, is shown as "Holden Tract" on the Site
Plan, and is more particularly described on Exhibit " " attached hereto and incorporated herein by this
reference (hereinafter referred to as the "Holden Tract'); and
WHEREAS, Beach wishes to grant to Holden, for the benefit of the Holden Tract, an easement
over and across a portion of the Beach Tract for the purpose of storm water drainage from the Holden
Tract through a drainage ditch to be constructed, in part, on the Beach Tract, and for the purpose of
stormwater retention in a retention pond to be constructed on the Beach Tract; and
WHEREAS, Holdenwishesto grantto Beach, forthe benefit ofthe Beach Tract, an easement over
and across a portion of the Holden Tract for the purpose of storm water drainage from the Beach Tract
through a drainage ditch to be constructed, in part, on the Holden Tract; and

FEB.24.2004 10:47AM MARKS & WILLIAMS N0.538 P.4i13
WHEREAS, Beach and Holden wish to set forth the terms and conditions pertaining to the grant
of easement herein contained,
NO W, THEREFORE, forand it consideration of Ten Dollars ($10.00) inhand paid by eachparty
to the other, and other good and valuable consideration, the receipt and sufficiency of which are hereby
acknowledged, Beach and Holden hereby agree as follows:
k. Grant ofDrainaoeEasementbyHold en, Holden hereby grants, bargains, sells and conveys
unto Beach, its successors and assigns, for the benefit ofthe Beach Tract and all portions thereof, a non-
exclusive, perpetual easement for the construction, operation, repair and maintenance of a storm water
drainage ditch over and across a seven foot wide strip of land onthe Holden Tract and more particularly
described on Exhibit "D"attached hereto and incorporated herein by this reference (the "HoldeaDhainage
Area'). The Holder Drainage Area is the easterly portion of that tract of land shown as "Drainage
Easement' on the Site Plan, The foregoing drainage easement shall be appurtenant to, and for the sole
benefit ot; the Beach Tract. Holden shall not use any portion of the Holden Drainage Area for any purpose
inconsistent with the rights granted herein.
2. Grant of hgUageFasement by Beach Beach hereby grants, bargains, sells and conveys
into Holden, its successors and assigns, for the benefit of the Holden Tractand all portions thereof, a non-
exclusive, perpetual easement for the construction, operation, repair and maintenance of a storm water
drainage ditch over and across a seven foot wide strip of land on the Beach Tract (the "Beach Drainage
Area", together with the Holden Drainage Area, the "Drainage Area'). The Beach Drainage Area is the
westerly portion of that tract of land shown as "Drainage Easement" on the Site Pian. The foregoing
drainage easement shall be appurtenant to, and for the sole benefit of, the Holden Tract. Beach shall not
use any portion of the Beach Drainage Area for any purpose inconsistent with the rights granted herein.
3. Cons Eian ofDrainaee Doh At such time as Beach develops its improvements on the
Beach Tract, Beach shall, at its expense, construct a drainage ditch (the "Ditch") in the Drainage Area of
sufficient size to carry all storm water runoff fromthe HoldenTractand the Beach Tract to that portion of
the Beach Tract shown as "Drainage & Stormwater Management Easement" on the Site Plan (the
"Retention Area")-
4, Grant of Storm Water ManagernentPondbvBeach. Subjectto theprovisions of Sections
5 and 6 below, Beach hereby grants, bargains, sells and conveys unto Holden, its successors and assigns,
for the benefit of the Holden Tract and all portions thereof, a non-exclusive, perpetual easement over the
Retention Area for the purpose of storm water retention. The easement area granted by Section 2 above
and the easement area granted by this Section 4 are more particularly described on Exhibit "attached
hereto and incorporated herein by this reference. The foregoing retention easement shall be appurtenant
to, and for the sole benefit of, the Holden Tract, Beach may use portions of the Retention Area for any
purpose not inconsistent with the rights granted herein.

FE3.24.2004 10:48RM IMARKS & WILLIAMS N0.538 P.5i13
5, coa=+ction of amgys Pond. At such time as Beach develops its improvements onthe
Beach Tract, Beach sball, at its expense, construct a retention pond or other storm water retention
improvement (the "Pond') in the Retention Area of sufficient size to serve the storm water retention
requirement of the Beach Tract as set forth in the storm water management regulations of Brunswick
County and/or the North Carolina Department of Environment and Natural Resources, and any other
appropriate governmental regulations (collectively, the "Regulations"). Beach may construct the Pond in
such location within the Retention Area as Beach reasonably determines. Beach shall not be required to
construct the Pond of sufficient size to serve the retention requirements of the Holden Tract.
6. Construction ofHolden's Pond. At such time as Holden commences development ofthe
Holden Tract, Holden shall, at their expense, either (i) enlarge the Pond to such size as may be sufficient
to serve the storm water retention requirements of both the Beach Tract and the Holden Tract in the
manner required by the Requirements, or (u) construct a separate retention pond or other storm water
retention improvement in the Retention Area of sufficient size to serve the storm water retention
requirements of the Holden Tract in the manner required by the Requirements. In performing any work
contemplated by this section, Holden shallnotinterfem with the "Septic System" (as hereinafter defined),
the operation ofthe Pond or any storm water runoff from the Beach Tract, and shall replace or repair any
improvements damaged or disturbed during such work.
7. . Brach shall be responsible for the maintenance and repair
ofthe Ditch and the Pond. Until such time as Holden commences development of the Holden Tract, Beach
shall pay all costs incurred in connection with such maintenance and repair of the Ditch and the Pond.
From and afterthe date on which Holden commences development Otte HoldenTract, Beach and Holden
shall share equally (r) all costs reasonably incurred by Beach in connection with the maintenance and repair
of the Ditch, and (ii) if Holden elects to direct storm water runoff from the Holden Tract to the Pond, all
costs reasonably incurred by Beach in connection with the maintenance and repair of the Pond. Holden
shall reimburse Beach for Holden's share of such costs promptly after receipt of an invoice therefor. If
Holden elects to construct their own storm water retention improvements, Holden shall be responsible for
maintaining and repairing, at their expense, all such improvements, and Beach shall pay for all costs incurred
in maintaining and repairing the Pond. The reimbursement obligations of Holden set forth herein shall
constitute a lien against the Holden Tract enforceable by Beach.
S. ConUnion Easement. Beach and Holden each hereby grant, bargain, sell end convey
unto the other, and their respective successors and assigns, for the benefit of the their respective tracts, a
temporary construction easement across the property of the other as reasonably necessary during any
construction, maintenance or repair of the Ditch, the Pond, or other drainage or retention improvements.
After performing any construction, maintenance or repair on the property ofthe other, the party performing
the same shall restore the surface of the land and all improvements thereon to their prior condition.
3

FEB.24.2004 10:4eAM MARKS & WILLIAMS N0.538 P.6i13
9. ley BeachandHolden eachherebyindemnifyand hold the other harmlessfrom
any loss, cost, damage or expense arisingfrotnwork performed by the indemnifyingparty on the property
ofthe other including, but not limited to, anymechanies' ormateriahnen's liens led in connection therewith.
10. &e3sh��Rti�-� Holden acknowledges and agrees that Beach shall be installing a
sanitary sewer septic system (the "Septic System') within the Retention Area. The Septic System shall be
for the sole benefit ofthe Beach Tract. Holden ackmowledges that it shall be their responsibility to inquire
as to the location ofthe Septic System prior to performing any work in the RetentionArea in order to avoid
damage to the Septic System. This document does not grant any right to Holden to construct a sanitary
sewer septic system in the Retention Area.
11. SlIce,"sors and Assigns. This Agreement and the rights and liabilities conferred or
undertaken hereby shall run with the land and shall be, binding upon, and shall inure to the benefit of, the
patties hereto and their respective legal representatives, assigns, successors in title and successors in
interest.
12. *,pis Alan o G. No amendment to this Agreement shall be binding upon any party to this
Agreement unless such agreement is in writing. This Agreement shall be construed and interpreted pursuant
to the laws of the State of North Carolina; This Agreement constitutes the entire agreement of the parties
hereto with respect to the subj ect matter hereofand no representation, inducement, promise or agreement,
oral or written, between any of the parties hereto not embodied herein shall be of any force and effect. If
any term, covenant and condition of this Agreement or the application thereof to any person or
circumstance shall to any extent be invalid or unenforceable, the remainder of this Agreement and the
application of such terms, covenants or conditions to persons or circumstances other thanthow as to which
it is held invalid or unenforceable shall not be affected thereby and each term, covenant and condition of
this Agreement shall be valid and be enforced to the fullest extent permitted by law.
[Document continued on next page]
4

FEB.24.2004 10:48AM MARKS & WILLIAMS N0.538 P.7i13
IN WITNESS WHEREOF, the Parties hereto have caused this Agreement to be duly executed
under seal and delivered as of the day and year first above written,
HOLDEN BEACH DG, LLC, a Georgia
limited liability company
By: &A
Name: Brett L. Butler
Title: Manger
(SEAL)
don L, Holden
/ ,�
Y (SEAL) U.
Jijth D. Holden
5

FEB.24.2004 10:49AM
MARKS & WILLIAMS
N0.53B P.8i13
STATE OF GEORGIA
COUNTY OF COBB
1 ouit4l6mmue a Notary Public of the aforesaid State and
County, do hereby c ify that Brett L. Butler, Manager ofHolden Beach DG, LLC, personally appeared
before me this day and aelmowledged the due execution of the forgoing instrument.
WITNESS my hand and official seal this +- I day of February, 2004.
]OFFICIAL SEAL]
Notary Public
Notary Public, Cobb County, Georgia
My Commission Expiry Commission Expires December 1, 2006
G..tp�i�i
STATE OF NORTH CAROLINA � NOTARY
r*4
r Q : PUBLIC
COUNTY OF L2> _ .���,ys•_ ••,��`\�.
i Yl� h Notary Pn f • 1f#jWesaid State and
I, t11r\
County, do hereby certify that Lyndon Holdeof appeared before me. s day and acknowledged
the due execution of the forgoing instrument
ad Judit D. Holden
WITNESS my hand and official seal this I -"" day of February, 2004.
pmCIA G SEAL] K
Notary Public
My Commission Expires: -OLG-09

FEB.24.2004 10:49AM MARKS & WILLIAMS N0.538 P.9i13
A parcel of land situated in Lockwood Folly Township, Brunswick County, North Carolina and
more particularly described as follows;
Commencing at the point of intersection of North Carolina Highway 130 south, North Carolina
Highway 130 West (Holden Beach Road), and State Road 1239, Thence southwesterly along the
southerly right of way line of North Carolina Highway 130 a distance of 1,631.44 feet, according to a
survey plat by Brunswick Surveying, Inc recorded in Map Cabinet 17 Page 247 of Brunswick County
Records, to a I 'h" nail set at a base located at the northwesterly corner of a tract of land recorded in
Deed Book 161 at Page 622 of Brunswick County Records, said 1 %_" nail found being the
northeasterly corner of the herein described parcel and the TRUE POINT OF BEGINNING;
From the TRUE POINT OF BEGINNING as thus established, leaving the southerly right of
way line of North Carolina Highway 130 (Holden Beach Road), South 05 degrees 57 minutes 44
seconds West, along the westerly line of said tract of land recorded in Deed Book 161 at Page 622, a
distance of 275.92 feet to a 2" rebar found; Thence North 86 degrees 10 minutes 36 seconds East,
along the southerly line of said tract recorded in Deed Book 161 at Page 622, a distance of 171.49 feet
to a 1 ''/2" rebar found; Thence South 02 degrees 46 minutes 40 seconds East along the westerly he of
a parcel of land recorded in Deed Book 131 at page 83 a distance of 18.20 feet to a 1/4" rebar found;
Thence North 87 degrees 49 minutes 38 seconds East, along the southerly line of the said parcel
recorded in Deed Book 131 at Page 83, a distance of 99.35 feet to aa/5/8" pipe found; Thence South
02 degrees 11 minutes 08 seconds East, a distance of 4.81 feet to a VA" pipe found; Thence South 56
degrees 34 minutes 39 seconds West, a distance of317.33 feet to a 1/4 " rebar found: Thence South
63 degrees 04 minutes 02 seconds West, a distance of 106.79 feet, to a '/2 " rebar found: Thence
North 05 degrees 58 minutes 44 seconds West, a distance of 208.33 feet to a 2 " rebar found; Thence
North 06 degrees 05 minutes 34 seconds West, a distance of 298.73 feet, to an iron pin found on the
southerly right of way line of North Carolina Highway 130; Thence North 89 degrees 37 minutes 07
seconds East, along the said southerly right of way lime of North Carolina Highway 130, a distance of
170.66 feet to a 1 t/a" nail set at a base found. Said 1 %1" nail found being the TRUE POINT OF
BEGINNING.
Said tract of land containing 2.0 acres and being shown on and described according to that
certain plat titled "ALTA/ACSM Land 'Title Survey for Project Number 03S-267 for Chicago Title
Insurance Company, Holden Beach DG, LLC, Regions Bank, Toy Johnson, by LandAir Surveying
Company, dated July 16, 2003, and bearing the seal of Jon G. Adams NC RLS No. L-4143, which
survey is hereby made part of this legal description by this reference.

FEB.24.2004 10:49AM MARKS & WILLIAMS N0.538 P.10i13
EXHIBIT «B"
Holden Tract
BEGINNING at an iron stake on the south side of Highway #130, 31 feet from
center, said iron stake being Everett Galloway's northwest corner of a four -tenth of
an acre tract, more or less conveyed to him by John H. Caison March 31,1958, and
Recorded in Book No. 134, page 167, records of Brunswick County, Southport,
N.C., runs thence South 1 deg. 15 minutes W. 270.5 to an iron stake; thence west 172
feet to an iron stake; thence N. 10 deg. E 276.1 feet to an iron stake on the south side
Highway No.130, thirty one feet from center; thence south 89 deg. E 130 feet to the
beginning. Containing seven -tenths of an acre, more or less.

FEB. 24.2004 10:49AM MARKS & WILLIAMS N0.538 P.11i13
A drainage and stormwater management easement situated in Lockwood Folly Township, Brunswick
County, North Carolina and more particularly described as follows;
Commencing at the point of intersection of North Carolina Highway 130 south, North Carolina
Highway 130 West (Holden Beach Road), and State Road 1239, Thence southwesterly along the
southerly right of way line of North Carolina Highway 130 a distance of 1,631 44 feet, according to a
survey plat by Brunswick Surveying, Inc recorded in Map Cabinet 17 Page 247 of Brunswick County
Records, to a 1 'h" nail set at a base located at the northwesterly corner of a tract of land recorded in
Deed Book 161 at Page 622 of Brunswick County Records, thence leaving the southerly right-of-way
line of North Carolina Highway 130 (Holden Beach Road), South 05 degrees 57 minutes 44 seconds
West, along the westerly line of said tract of land recorded in Deed Book 161 at Page 622, a distance
of 24.55 feet to the TRUE POINT OF BEGINNING;
From the TRUE POINT OF BEGINNING as thus established, continue along said westerly line of
said tract of land recorded in Deed Book 161 at Page 622, South 05 degrees 57 minutes 44 seconds
West, a distance of 250.77 feet to a 2" rebar found; Thence North 86 degrees 10 minutes 36 seconds
East, along the southerly lime of said tract recorded in Deed Book 161 at Page 622, a distance of
171.49 feet to a 1 '/2" rebar found; Thence South 02 degrees 46 minutes 40 seconds East along the
westerly line of a parcel of land recorded in Deed Book 131 at page 83 a distance of 18,20 feet to a
'/4" rebar found; Thence North 87 degrees 49 minutes 38 seconds East, along the southerly line of the
said parcel recorded in Deed Boole 131 at Page 83, a distance of 99.35 feet to a 51$" pipe found;
Thence South 02 degrees 11 minutes 08 seconds East, a distance of 4.81 feet to a'/4" pipe found;
Thence'South 56 degrees 34 minutes 39 seconds West, a distance of 317.33 feet to a'/4 " rebar
found: Thence South 63 degrees 04 minutes 02. seconds West, a distance of 106.78 feet, to a'/2 "
rebar found: Thence North 05 degrees 58 minutes 44 seconds West, a distance of 208.33 feet to a 2 "
rebar found; Thence North 06 degrees 05 minutes 34 seconds West, a distance of 61.55 feet; Thence
North 89 degrees 37 minutes 07 seconds East, a distance of 113.77 feet: Thence North 05 degrees 57
minutes 44 seconds East, a distance of212.30 feet: Thence North 89 degrees 37 minutes 07 seconds
East, a distance of 7.04 feet to the TRUE POINT OF BEGINNING.

FEB.24.2004 10:50AM MARKS & WILLIAMS N0.53B P.12i13
,V C I: 6 6
A seven -foot wide drainage easement situated in Lockwood Folly Township, Brunswick County,
North Carolina and more particularly described as follows;
Commencing at the point of intersection of North Carolina Highway 130 south, North Carolina
Highway 130 West (Holden Beach Road), and State Road 1239, Thence southwesterly along the
southerly right of way line of North Carolina Highway 130 a distance of 1,631.44 feet, according to a
survey plat by Brunswick Surveying, Inc recorded in Map Cabinet 17 Page 247 of Brunswick County
Records, to a 1 '/d' nail set at a base located at the northwesterly comer of a tract of land recorded in
Deed Book 161 at Page 622 of Brunswick County Records, thence leaving the southerly right-of-way
line of North Carolina Highway 130 (Holden Beach Road), South 05 degrees 57 minutes 44 seconds
West, along the westerly line of said tract of land recorded in Deed Book 161 at Page 622, a distance
of 24.55 feet to the TRUE POINT OF BEGWNG;
From the TRUE POINT OF BEGINNING as thus established, North 89 degrees 37 minutes 07
seconds, a distance of 7.04 feet; Thence along a line seven feet east of and parallel with the westerly
line of said tract of land recorded in Deed Book 161 at Page 622, South OS degrees 57 minutes 44
seconds West, a distance of 250.34 feet to a point on the southerly line of said tract recorded in Deed
Book 161 at Page 622; Thence along said southerly line South 86 degrees 10 minutes 36 seconds
West, a distance of 7.10 feet to a 2" rebar found; Thence along the westerly line of said tract of land
recorded in Deed Book 161 at Page 622, North 05 degrees 57 minutes 44 seconds, a distance of
250.77 feet to the TRUE POINT OF BEGINNING.

FEB.24.2004 10:50AM MARKS & WILLIAMS N0.538 P.13i13
NPtt'3 jib 1 `1.0�1� �� 50S0*-T,q.f p 2�
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EXHIBIT"]

FEB-23-2004 19:39 BUTLER PROPERTIES 770 433 0909 P.02
*SM Since 1973
February 9, 2004 Am Dwades ... Vee Reasurm
We Estem Ve redporrd We solve.
Butler Properties
2727 Paces Ferry Road
One Paces West, Suite 255
Atlanta, Georgia 30339
Attention: W. Matt Wilson
Reference: Double Ring InSihrometer Testing
Dollar General Store
3045 Holden Beach Road
Holden Beach, North Carolina
Job Number 1063-04-066
Dear Mr. Wilson:
As requested, S&ME personnel have recently conducted one double -ring mfiltrvmeter test of the
surficial soils at the subject site at the apprmrimare location shown in Figure 1. Specifically, our
representatives performed the following work items on February 5, 2004:
1. Advanced one hand-augered boring near the infiltrometer test location in older
to visually classify the in -place soils. A Munseli Soil Color Chart was used to
define the hue and chroma of the recovered soil samples.
2. Conducted double -ring infiltrometer testing at a depth of 2 inches below the
existing ground surface. This testing was conducted in general accordance with
American Society for Testing and Materials (AST" procedure D-3385
entitled, "Inftitration Rate of Soils in Field Using Double -Ring Infiltrometer".
Based on our field classifications of the excavated soils at the hand-augeted boring location, the in -
place soils consist of slightly silty sands which extended to a depth of about 30 inches below the
existing ground surface. Silty sands were then encountered and extended to the completed boring
depth of 36 inches. Water was encotmtered in the borehole at a depth of 26 inches below the
existing ground surface The site water level will fluctuate with climatic and seasonal conditions,
however, and may be higher or lower at other times of the year. The U.S. Department of
Agriculture publication entitled, "Soil Survey of Brunswick County, North Carolina", shows that the
depth to the seasonal high water table could occur within one foot of the original ground surface.
UME, Inc. I (910) 799994E
6409 amwrdom Wq, Budding 83 191017999958 fmc
Mmingron, North Comlino 28do5 I wwv mein— e

FEB-23-2004 19:40 BUTLER PROPERTIES
Buller Properties
S&ME Job Number 1063-04-066
770 433 0909 P.03
February 9, 2004
Page Two
The average infiltration rare az the test location was approximately 24 inches per hour_ A summary
of the field test results is presented in Table 1.
S&ME appreciates the opportunity to provide our services during this phase of the project. Should
YOU have any questions after rmewmg this letter, or if we can be of additional assistance, please do
not hesitate to contact us at your convenience.
Sincerely,
S&ME, INC.
C. Richard Comrell, H
Senior Enguaeerirtg Technician
Michael W. Behen, P.E.
Senior Geotechnical Engineer
CRC.MWBfjns
Amchmencs

FEB-23-2004 19:40 BUTLER PROPERTIES
TABLE 1
Double Ring lnfihrometer Testing
Dollar General Store
3045 Holden Beach Road
Holden Beach, North Carolina
Job Number 1063-04-W
Date of Test: February 5, 2004
Depth of Test Below Site Grade. 2 inches
Depth of water in Rings: 02 inches
Inner Diameter, of Inner Ring: 11% inches
Inner Diameter of Ou= Ring: 22%x inches
Depth to ar'oundwater: 26 inches
Average Infiltration Rate: 24 inches per hour
SOIL PROFILE
Depth
o �jsg ches
Hue
Value/Chrom
12iDeseritrtiot�
1 04
2.5 Y
$12
Grayish Brown Fine to Medium SAND -
Trace of Silt
4-24
2.5 Y
5/1
Gray Fine to Medium SAND - Trace of Silt
24-30
2.5 Y
311
Very Dark Gray Fine to Medium SAND -
Ttace of Silt
30-36 10 YR 2/1 Black Fine to Medium SAND - Some Silt -
a Few Organics
water was encountered at a depth of 26" below the existing ground surface.
A

FEB-23-2004 19:40 BUTLER PROPERTIES
NOTE. Site plan dra-in& provided to SUM by Sutler Properties personnel-
-a
• 1 Approximate Location of infiltrometer Testing'"
$'G ALE: 2 2 t--= ale—
kROECT '
_ JOB ryp; ,1063-04-066
GENERAL STORE FL6. NQ
1W HOLDEN BEACH ROAD
TOTAL P.05

Mr. Doug Shepard
Butler Properties
2727 Paces Ferry Road, Suite 1-255
Atlanta, GA 30339
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Coleen Sullins, Deputy Director
Division of Water Quality
January 23, 2004
Subject: REQUEST FOR STORMWATER
MANAGEMENT
PERMIT APPLICATION
Dollar General Store
Stormwater Project No. S W 8 031130
Brunswick County
Dear Mr heepard: 5`
On ovembei 21, 2003, the Wilmington Regional Office received a copy of a Erosion and Sedimentation
Control Plan for the subject project. 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 February 24, 2004. Failure to respond to this request may
result in the initiation of enforcement action, and construction may experience a subsequent delay.
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan approval letter
must NOT 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 I
RSS/bar: S:\WQS\STORMWA'I\STORM B\035nspections
cc: Delaney Aycock, Brunswick Count
Linda Lewis
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional Office Wilmington, NC 28405 [phone] (fax)
.V�
A
NCDENI

Dollar General - Holden Beach
;f s
Subject: Dollar General - Holden Beach
From: Linda Lewis <[e-mail]>
Date: Mon, 05 Jan 2004 10:13:55 -0500
To: Steve Chenault <[e-mail]>
Dear Mr. Chenault:
I received a low density stormwater application for this project on
December 19, 2003. Please add the built -upon area to page 2 of the
application. It is not acceptable practice to reference the
"report" for this information, especially since I am unable to find
it in the report. In order to be sure that we are talking about the
same built -upon area numbers, please just list them in the
appropriate places on the application.
Additionally, please be advised that based on the proposed use of a
piped collection system, low density development is not an option
for this site. Please redesign the project to utilize an engineered
system.
The application is being returned today under separate cover.
Linda Lewis
1 of 1 1/5/2004 10:14 AM

,.j-
lFWA7- Michael F. Easley, Governor
�William G. Ross Jr., Secretary
G
v North Carolina Department of Environment and Natural Resources
> Alan W. Klimek, P.E.,Director
o Division of Water Quality
Coleen H. Sullins, QYDeputy Director
Division of Water Quality
January 5, 2004
Mr. Doug Shepard, Vice President
Holden Beach DG, LLC
2727 Paces Ferry Road Suite 1-255
Atlanta, GA 30339
Project Name: Dollar General Holden Beach
County: Brunswick County
Project Number: SW8 n/a
Dear Mr. Shepard:
The submitted project information is being returned because it lacked the necessary
elements to process the Stormwater Management Permit application. The following
information is needed to accept the application for review:
Please revise the application to high density. The use of a piped collection
system does not meet low density criteria.
® Please list the proposed built -upon area on page 2 of the application. It is not
acceptable to reference the report for this information. I am unable to locate the
proposed BUA in the report.
® The appropriate supplement form for a high density project, March, 1999 version
(required for wet detention and infiltration basins or trenches)
® Sealed design calculations.
A soils report with Seasonal High Water Table elevation, soil type, and expected
infiltration rate for all infiltration projects.
Please provide the requested information and return the package to the address below.
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
4�ku �cl":2�
Linda Lewis
Environmental Engineer
cc: Steve Chenault, DDC Engineers, Inc.
Linda Lewis
RSS/arl: S:\WQS\STORMWAT\RETURN\dollargeneralholdenbeach.jan04
.` A
Service � N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer S ice =
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] '.NCDEN

Q O R E
PROPERTY SCIENCES
June 24, 2003
Butler Properties
One Paces West, Suite 255
2727 Paces Ferry Road
Atlanta, Georgia 30339
Attention: Mr. Clarke Coole
Subject: Limited Subsurface Exploration
Dollar General Store
North Carolina Highway 130
Holden Beach, North Carolina
QORE Job No. 24065-A, Report No, 238809
Gentlemen:
QORE, Inc. has completed the authorized limited subsurface exploration for the Holden Beach,
North Carolina site in general accordance with our Proposal No. 03-005A dated January 9,
2003. Presented herein are a summary of our understanding of the planned development, a
brief site description, a Hand Auger Boring Record generally describing the soil and
groundwater conditions encountered, a Boring Location Plan, an overview of how we expect the
soil and groundwater conditions to affect planned development, and other pertinent information.
PROJECT DESCRIPTION
Plans are to construct a standalone Dollar General Store on a 2.0-acre site on the south side of
North Carolina Highway 130 in Holden Beach, North Carolina . The building will encompass
9,100 square feet and is to be surrounded by asphaltic pavement. The structure will be a pre-
fabricated, lightweight metal building. Column and wall loads will be supported by turned -down
slab foundations or thickened sections of the concrete slab -on -grade.
A building layout plan was provided, but no grading plan was available at this time. Only minor
grade changes (cut or fill) to reach finished grades are expected.
WORK SCOPE
Our work scope consisted of a site reconnaissance by a senior technician and drilling of four
auger borings with hand -operated equipment to depths of 7 feet beneath the surface. While
advancing each boring, the technician observed and visually classified the soils brought to the
surface in the auger bucket. Additionally, penetration resistance values using a portable dynamic
cone penetrometer were obtained at approximately 1-foot vertical increments. Boring locations
11420 Johns Creels Parlmay Duluth. Georgia 30097 [phone] fax [phone]

Dollar General Store — Holden Beach, North Carolina June 24, 2003
QORE Job No. 24065-A, Report No. 238809 Page 2
were approximately as shown on the attached Boring Location Plan. Each borehole was checked
for the presence of groundwater immediately after completion of the boring and just prior to our
technician leaving the site.
Soil conditions at individual borings are generally described on the attached Hand Auger Boring
Record. Note that the transitions between soil types may be more gradual than shown. Also
attached is a brief description of the hand auger boring and penetrometer test procedure.
GENERAL SITE DESCRIPTION
The project site is located on the south side of North Carolina Highway 130 (Holden Beach Road).
The site is bordered by undeveloped or residential property and there is a grocery store across
North Carolina Highway 130 from the site -The majority of the site is wooded with sparse to
moderate undergrowth. Exceptions are along the eastern edge of the property which is an open
field, the back (southern) part of the property which is wooded and heavily overgrown, and an
open area occupied by a small wood -framed house in the front (northern) part of the property. In
general the site is relatively flat, sloping only slightly downward from North Carolina Highway 130
toward the south.
AREA GEOLOGY
The project site is in the Coastal Plain Physiographic Province. The Coastal Plain is underlain
by wedge-shaped deposits of Cretaceous and younger sediments that range in thickness from
near zero at the contact (the Fall Line) with the Piedmont Physiographic Province along its
northwest edge, to thousands of feet at the coast.
The Coastal Plain soils are marine deposits that range in age from as old as 130 million years
near the "Fall Line" contact with .ancient continental rocks to recent deposits near the coast.
They contain various materials including interbedded gravels, sands, silts, and clays, soft to
hard limestones, and organics such as peat.
SUBSURFACE CONDITIONS
Please refer to the attached Hand Auger Boring Record for a general description of soil conditions
encountered at the boring locations.
PRELIMINARY CONCLUSIONS
The borings indicated the presence of about'/ to''/z foot of topsoil, but roots of trees and other
vegetation will extend to greater depths. Thus, it should be anticipated that the average depth of
stripping will be probably be about'/z to 1 foot.
The borings indicate that the upper soils are loose, but should be of sufficient consistency to
support construction traffic without substantial disturbance. While the upper soils are somewhat
silty, it should be possible to densify the upper 1 to 2 feet of soil by compacting the surface with a

Dollar General Store — Holden Beach, North Carolina June 24, 2003
DORE Job No. 24065-A, Report No. 238809 Page 3
large vibratory roller. Once the site has been stripped, disturbed surface material should be
bladed relatively flat. A large vibratory roller should then be used to compact the surface making
several passes in two directions perpendicular to each other. This process should stabilize the
surface to allow support of pavements and the building foundation or support of additional fill that
may be placed. The building foundation can be designed based upon a net allowable soil bearing
pressure of up to 2,000 psf.
The above general recommendations assume that no significant excavation will be required.
Excavation of more than 1 foot will bring the surface elevation closer to the lower consistency soils
(penetration values of 4 to 5 bpi) that were penetrated in the lower portions of the borings. If
excavation of more than 1 foot will be required, we should be given the opportunity to review the
grading plan and modify these recommendations as needed.
LIMITATIONS OF PRELIMINARY CONCLUSIONS
This report is for the exclusive use of Butler Properties for specific application to the subject
project. Our conclusions and/or recommendations have been prepared using generally accepted
standards of geotechnical engineering practice in the State of North Carolina. No other warranty is
expressed or implied. CORE is not responsible for the conclusions, opinions, or recommendations
of others based on these data.
Our conclusions and/or recommendations are based on the limited design information fumished
to us, the data obtained from this limited subsurface exploration, the assumptions outlined herein,
and our past experience. They do not reflect variations in the subsurface conditions which are
likely to exist between our borings and in unexplored areas of the site. These variations result
from the inherent variability of the subsurface conditions in this geologic region as well as past
land use. If such variations become apparent during construction, it will be necessary for us to re-
evaluate our conclusions and/or recommendations based upon on -site observation of the
conditions. We note that no type of exploration can guarantee that buried debris -or unfavorable
conditions will not exist at some place on the site intermediate of the borings or in unexplored
areas. The exploration is intended to help Butler Properties reduce the chance of purchasing a
site where unfavorable shallow subsurface conditions exist.
If the overall design or location of the planned building and pavements is changed, the
conclusions and/or recommendations contained in this report must not be considered valid unless
the changes are reviewed by our firm and our recommendations modified or confirmed in writing.
When the design is finalized, we should be given the opportunity to review the foundation plan,
grading plan, and applicable portions of the project specifications. This service will allow us to
determine whether these documents are consistent with the intent of our conclusions and/or
recommendations.
Field observations, monitoring, and quality assurance testing during earthwork and foundation
installation are an extension of the geotechnical design. We recommend that the owner retain
these services and that we be allowed to continue our involvement in the project through these
phases of construction.
We note that with hand auger borings, it is sometimes difficult to distinguish between some natural
soils and 'clean" fill. This distinction is more easily made when observing split -barrel samples

Dollar General Store — Holden Beach, North Carolina June 24, 2003
QORE Job No. 24065-A, Report No. 238809 Page 4
obtained during standard penetration testing in mechanical soil test borings. The importance of
this is that buried debris, organics, or other unfavorable conditions can be present beneath "clean"
fill, whereas this is not an issue where virgin soils are present.
Neither dynamic cone penetrometer tests nor standard penetration tests in mechanical borings
directly indicate the degree of compaction of soil fill. The degree of compaction of the fill is
important in determining its characteristics relative to foundation and pavement support as well as
in evaluating the potential for fill settlement.
ASSUMPTIONS/COMMENTS
• Topsoil and organics must be stripped from building and pavement areas prior to fill
placement, or building and pavement construction.
• Soil fill should be compacted to at least 95 percent of its standard Proctor (ASTM D698)
maximum dry density (unless otherwise recommended).
• Surficial soils (a few inches to about a foot) are subject to softening or experiencing
substantial changes in moisture content from exposure to the elements between the time
of our exploration and the time of site grading.
• The expansion/shrinkage potential of on -site soils has not been evaluated as part of this
work.
• Our general assessment of conditions relative to the planned development assumes only
minor cut or fill placement. The precise location and finished elevation of the planned
building and pavement are not known at this time.
• Groundwater levels are subject to seasonal and yearly fluctuations and may exist at higher
levels than indicated by our borings at some time in the future.
• Where sandy soils overlie less permeable soils such as clays, clayey sands, etc.,
rainwater or surface runoff can be readily absorbed by the upper sandy soils. The less
permeable underlying soils can hinder downward percolation of the water and temporarily
trap or "perch" the water in the upper soils. Such water may be non-existent during warm,
dry seasons and virtually at the surface during rainy seasons. Perched water is common in
the Coastal Plain Geology, but can occur elsewhere. There is no way for us to distinguish
between "true groundwater" and "perched water" in an exploration of this type.
• We assume utilities will generally be installed at depths of 6 feet or less below finished
grades.
The boring layout was accomplished by estimating right angles and pacing from property
corners, roadways, or other points identified on the provided site drawing; thus, boring
locations shown on the attached Boring Location Plan are approximate.

Dollar General Store — Holden Beach, North Carolina June 24, 2003
DORE Job No. 24065-A, Report No. 238809 Page 5
ACKNOWLEDGMENT
QORE, Inc. appreciates being selected to participate in this phase of the project. We are available
to provide consulting services and quality control testing during the construction phase. Please
contact us if you have questions about this report or if we may be of further service.
Respectfully submitted,
QORE, Inc.
Kenneth.A. Ball, P.E.
Senior Geotechnical and Materials Engineer
Reg. Ga. 12623
David T. Cunningham, P.E.
Raleigh Branch Manager
Reg. N.C. 23411
KAB/DTC/rs
Enclosures

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Ct Q O R Ew
PROPERTY SCIENCES
HAND AUGER BORING RECORD
PROPOSED DOLLAR GENERAL STORE
Holden Beach, North Carolina
Job No. 24065-A, Report No. 238809
Paqe 1 of 2
Boring
Depth (ft.)
DESCRIPTION
Penetrometer
No.
From To
Depth (ft) n, bpi
B-1
0
1/2
Topsoil
/Z
1
Coastal Plain Sediments — Loose light brown fine to
1
9
medium sand with some silt
... 1�
2
7
Coastal Plain Sediments — Loose brown fine to
3
4
7
4
1
7
medium sand with some silt (wet beginning at 4 feet
below surface)
5
4
6
4
7
4
Boring Terminated
7
Groundwater measured initially at 7 feet; stabilized
water level likely at 4 feet
B-2
0
1/2
Topsoil
1
8
2
9
Coastal Plain Sediments — Loose tan and brown fine
3
6
1/2
7
to medium sand with some silt (wet beginning at 4
4
4
feet beneath the surface)
5
4
6
.5
7
5
Boring Terminated
7
Groundwater measured initially at 7 feet; stabilized
water level likely at 4 feet
B-3
0
1/4
Topsoil
1/4
2
Coastal Plain Sediments — Loose tan fine to medium
1
8
sand with some silt
2
7
3
7
Coastal Plain Sediments — Loose light gray -brown fine
4
4
2
7
to medium sand with some silt (wet beginning at 4
5
5
feet below surface)
6
4
7
5
Boring Terminated
7
Groundwater measured initially at 7 feet; stabilized
water level likely at 4 feet

Ct Q O R E'u
PROPERTY 5 C 1 ENCES
HAND AUGER BORING RECORD
PROPOSED DOLLAR GENERAL STORE
Holden Beach, North Carolina
Job No. 24065-A, Report No. 238809
Page 2 of 2
Boring
e(ft)
Depth ----
---DD
-
DESCRIPTION
meter
Penetrometer
-roro ----
-
No.
From 1 To
Depth (ft) I-n
, bpi
B-4
0
1/4
Topsoil
1/4
2
Coastal Plain Sediments — Loose tan fine to medium
1
B
sand
2
7
2
7
Coastal Plain Sediments — Loose silty fine to medium
3
6
sand with some silt (wet beginning at 4 feet below
4
5
surface)
5
4
6
5
7
5
7
Boring Terminated
Groundwater measured initially at 7 feet; stabilized
water level likely at 4 feet

HAND AUGER BORINGS
WITH
PORTABLE CONE PENETROMETER TESTS
The borings were made by manually twisting a post -hole auger into the soil. The auger consists of
a two curved blades and a bucket which retains the soil as the auger is advanced. At regular
intervals, the n was removed from the boring and cone penetrometer soundings were performed
with a dynamic portable cone penetrometer. The device has a 1.5-inch diameter, 45-degree cone
point with a surface area of 3.9 inches which is driven with a 15-pound steel weight on a guide
rod.
After the cone point was completely embedded at the test depth it was driven an additional 13/4
inches by the steel weight falling 20 inches onto a steel anvil. The number of hammer blows
required to drive the cone the 13/4-inch increment was recorded as the "penetration resistance" in
units of blows per increment. Penetration resistance, when properly evaluated, is an index to the
soil's strength, compressibility, and density.

THE BUTLER GROUP OF COMPANIES
BUTLER PROPERTIES
SERVING COMMUNITIES BY DEVELOPING WITH INTEGRITY
March 26, 2003
VIA OVERNIGHT MAIL
Ms. Laurie Munn
North Carolina Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Dollar General -Holden Beach
NCDENR Water Quality Project No. SW8 031130
3045 Holden Beach Road
Holden Beach, NC
Dear Ms. Munn:
Enclosed is a copy of the executed Extended Dry Detention Opertation and Maintenance
Agreement for the above referenced project.
Please call me at [phone] extension 20 if you have any questions or require
additional information.
Sincerely,
HOLDEN BEAC G, LLC
Doug Shepard, P.E.
Vice President
Enclosure
cc: Steve Chenault — DDC Engineers
One Paces West - Suite 255 - 2727 Paces Ferry Road Atlanta, Georgia 30339
Ph. 770.433.9500 1 Fax. [phone] www.butierproperties.net

` THE BUTLER GROUP OF COMPANIES
5UTL ER PROPERTIES
3E3raNG C0&Vzj.V7,-$ 2, N"F.i A'tcG;171
\larch 23. 2003
VIA FACSIMILE [phone]
AND US MAIL
Mr. Cameron Weaver
North Carolina Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Dollar General -Holden Beach
NCDENR Water Quality Project No. SW8 031130
3045 Holden Beach Road
Holden Beach, NC
Dear Mr. Weaver:
Please accept this letter as a request for transfer of our previously submitted application
to the "Fast Track" program.
Enclosed is a check for S4000.00 payable to NCDENR for payment of the review fee. It
is my understanding that our previous application fee of $420.00 is being processed for a
refund.
Please call me at [phone] extension 20 if you have any questions or require
additional information..
Sincerely,
HOLDEN BEACH DG, LLC
D/I g Shepard, P.E.
Vice President
Enclosure
cc: Steve Chenault — DDC Engineers
One Paces West - Suite 255 - 2727 Paces Ferry Road Atlanta, Georgia 30339
Ph. 770.433.9500 1 Fax. [phone] www.butlerproperties.net