SW8910502_HISTORICAL FILE_20041122

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 9l O SO 2
DOC TYPE
- ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
200L� it? 7-
YYYYMMDD

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
November 22, 2004
Mr. Robert M. Bedard, Assistant Vice President
' Wal-Mart Stores, Inc.
702 Southwest 8th Street
Bentonville, AR 72716
Subject: Permit No. SW8 910502 Modification
Wal-Mart Store #1767-Shallotte
High Density Stormwater Project
Brunswick County
Dear Mr. Bedard:
The Wilmington Regional Office received a complete modified Stormwater Management
Permit Application for Wal-Mart Store #1767-Shallotte on November 19, 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 910502 Modification dated November 22, 2004, for the
construction of Wal-Mart Store #1767-Shallotte.
This permit shall be effective from the date of issuance until June 7, 2009, the original
expiration date, and shall be subject to the conditions and limitations as specified therein.
Please pay special attention to the Operation and Maintenance requirements in this
permit. Failure to establish an adequate system for operation and maintenance of the
stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447.
Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Linda Lewis, or me at [phone].
Sincerely,
Rick Shiver
Regional Supervisor
Surface Water Protection Section
RSS/arl: S:\WQS\STORMWAT\PERMIT\910502.nov04
cc: James Freeland, P.E., Freeland & Kauffman
Town of Shallotte Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicet-877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us NorthCarolina
An Equal Opportunity/Affirmative Action Employer— 50°h Regcledl10°/ Post Consumer Paper
JVatura!!y

State Stormwater Management Systems
Permit No. SW8 910502 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
m
HIGH DENSITY DEVELOPMENT
a
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
Robert M. Bedard and Wal-Mart Stores, Inc.
Wal-Mart Store #1767-Shallotte
Brunswick County
FOR THE
construction, operation and maintenance of 2 wet detention ponds in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the
approved stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Water Quality and considered a part
of this permit.
This permit shall be effective from the date of issuance until June 7, 2009 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 in Section 1.6 on page 3 of this permit. Pond 1 has been designed to
handle the runoff from 206,100 square feet of impervious area, and Pond 2 is designed
to handle the runoff from 382,056 square feet of impervious area. Pond 2 must be
operated with a vegetated filter.
3. Approved plans dated June 7, 1999, and November 22, 2004, and specifications for
this project are incorporated by reference and are enforceable parts of the permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans.
5. The .32 acre offsite area is currently undeveloped due to a 40' No Build Zone. No built -
upon area from the offsite area may drain into this pond.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 910502 Modification
6. The following design criteria have been approved for the proposed wet detention ponds
and must be maintained at design condition:
POND 1
POND 2
a.
Drainage Area, acres:
6.15
11.58
Onsite, ft :
267,833
504,425
Offsite, ft2:
0
0
b.
Total Impervious Surfaces, ft2:
206,100
382,056
c.
Pond Depth, feet:
7.5
6
d.
Design Storm, inches:
1
1
e.
TSS removal Efficiency:
90%
85%
f.
Permanent Pool Elev., FMSL:
10
11
g.
Provided Surface Area, ft2:
11,110
15,605
h.
Provided Storage Volume, ft3:
17,520
30,492
i.
Temporary Storage Elev., FMSL:
11.43
12.85
j.
Forebay Volume, ft3:
n/a
9,115
k.
Controlling Orifice:
2" cp pipe
2" cp pipe
I.
Receiving Stream:
Woodward Branch
m.
Stream Index Number:
LBR59 15-25-2-8
n. Classification of Water Body: "C Sw HQW"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in it's entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface
except roads.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins
and piping.
g. Access to the outlet structure must be available at all times.
h. The vegetated filter will be kept grassed with no erosion. The spreader mechanism
will be kept clear.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 910502 Modification
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system, subject to
the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may
be used only if they draw water from the surface in the deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for a fountain in either of these ponds is 1/8
horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions
of this permit, the approved plans and specifications, and other supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications,
and other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification.
8. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
9. Prior to the sale of any portion of the property, an access/maintenance easement to the
stormwater facilities shall be granted in favor of the permittee if access to the
stormwater facilities will be restricted by the sale of any portion of the property.
10. The permittee is responsible for verifying that the proposed built -upon area does not
exceed the allowable built -upon area.
11. The runoff from all built -upon area on the project must be directed into the appropriate
permitted stormwater control system, per the approved plans.
12. If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
13. The permittee shall have submitted for and received a permit modification prior to any
construction including, but not limited to, the following items:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
14. The Director may determine that other revisions to the project should require a
modification to the permit.
Page 4 of 7

State Stormwater.Management Systems
Permit No. SW8 910502 Modification
15. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in the
notice, the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of revised
plans and certification in writing to the Director that the changes have been made.
III. GENERAL CONDITIONS
1: This permit is not transferable to any person or entity until approved by the Director. In
the event there is a desire for the facilities to change ownership, or there is a name
change of the Permittee, a formal permit request must be submitted to the Division of
Water Quality accompanied by an application fee, documentation from the parties
involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved. The
permittee is responsible for maintaining compliance with the permit conditions until such
time as the transfer is approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject
the Permittee to enforcement action by the Division of Water Quality, in accordance
with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances which may be imposed by other
government agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property for the purpose 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.
7. The permittee shall notify the Division in writing of any name, ownership, or mailing
address changes within 30 days.
Permit issued this the 22nd day of November 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, N.L., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

OFFICE USE ONL
Fee Paid
w �O
Permit Number
g/uSsi .
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):
—WAL=MART ST9RE5, INC.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
—RUBEERT M. BEDARD (ASSISTANT VICE PRESIDENT, WAL-MART STORES, INC.)
3. Mailing Address for person listed in item 2 above:
7 02S OUTHWE S TBSiI_STREE T
City: BENTONVILLE State: AR Zip: 72716
Telephone Number: ( 479 ) 273-4000
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
WAL-MART STORE# 1767 PARKING LOT EXPANSION
5. Location of Project (street address):
4549 MAIN STREET
City: SHALLOTTE County: BRUNSWICK
6. Directions to project (from nearest major intersection):
LOCATED AT THE INTERSECTION OF NC HIGHWAY 130, HOLDEN BEACH ROAD,
AND U.S. HIGHWAY 17 BUSINESS
7. Latitude: -i t 3 ° 99 ' Longitude: 7 8 ° 2 2 ' of project
8. Contact person who can answer questions about the project:
Name:_CHARLES_A ._GARCIA Telephone Number: L8 6 4 ) 6 7 2- 3 4 3 0
H. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal X Modification
Form SWU-101 Version 3.99 Page 1 of 4

wosoz /-�Oc/
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number—_ 910502 _ and its issue date (if known)__
3. Specify the type of project (check one):
_Low Density x High Density Redevelop _General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major CX Sedimentation/Erosion Control 404/401 Permit X NPDES Stormwater
i --
Information pn required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
M. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
ALL STORMWATER FROM THE ADDITIONAL PARKING LOT AREA WILL BE CONVEYED
THROUGH PIPEXT2QNE OF THE TWO EXISTING ON —SITE POND LOCATED ON THE
NORTH SIDE OF THE PROJECT SITE. THE POND WILL RELEASE THE 100—YR STORM
RUNOFF THROUGH THE RISER STRUCTURE WITHOUT DOING ANY MODIFIC T
2. Stormwater runoff from this project drains to the River basin.
3. TOW Project Area: 21 .74 acres 4. Project Built Upon Area: 62,1
%
�i.
5. How many drainage areas does the project have? 2
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
'project, attachan additional sheet with the information for each area provided in the same format as below.
r,uuunuauon Drainage Area 1 I - Drainage Area 2
Receiving Stream Name _. WOODWARD BRANCH OF THE SHALLOTTE RIVER
HxtstingImpervious' Area 1 9.54 AC 7.73 AC
ProposedImperviods`Area 4.73 AC 8.77 AC
% Impervious Area (total) 7 6. 9 %
Impervious Surface, Area
Drainage Area 1
Drainage Area 2
On-sl[eBuildings�
-----
4.27 AC
On -site Streets
On -site Parking
0.39 AC
0.53 AC
4.18 AC
3.87 AC
On -site Sidewalks '
0.16 AC
0.1 AC
Other on -site
Off -site
_ _ _ _ _
Total: 4.73 AC
Total: R_77 AC
Irnpervfous area Is dented as the built upon area Including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel arras, etc.
Form SArU-101 Version 3.99
Page 2 of 4
I

7. How was the off -site impervious area listed above derived? FIELD SURVEY
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 he 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.
I. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
Scale
Revision number & 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)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): FREELAND AND KAUFFMAN, INC. (CHARLES A. GARCIA)
Mailing Address: 209 WEST STONE AVENUE
City: GREENVILLE State: SC Zip:29609
Phone: _( 864 ) 672-3430 Fax: i 864 1 233-8915
VIIL APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in General Information, item 2) ROBERT M . BEDARD
certify that the information included on this permit application forth 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 21-1.1000. � ^ (yt T S �Q P �_. pV(-.
T, y !/I. Date: 5-3?--041
F It P . 9 .t. /
ASS 1547 -- V ('Ce lr'5
Form SWU-101 Version 3.99 Page 4 of

ata
FREELAND and KAUFFMAN, ING. FreelAffillKauffman
ENGINEERS •LANDSCAPE ARCHn-EcrS and Fredeen, Inc.
Bentonville, Arkaneae
November 17, 2004
To: Linda Lewis
From: Ankita Modi
Re: Wal-Mart #1767-Parking Lot Expansion (Shallotte, NC)
Please find enclosed 2 copies of the revised sheet which shows the revised outlet .
structure details for the above referenced project. Please call me at 864-672-3433 if you
have any questions.
Thank you
REC T,; VE
NOV 1 9 2004 .
BY:
209 Weet 5tona Avenue • Greenville, 5outh Carolina 29609. Telephone [phone], Fax [phone]

Walmart revision
Subject: Walmart revision
From: Linda Lewis <[e-mail]>
Date: Tue, 16 Nov 2004 18:17:01 -0500
To: Ankita Modi <[e-mail]>
Ankita:
The only thing I see is that since the top of the outlet structure riser in Pond 42
is now going to be 12.85 from it's previously permitted 12.62, you will need to
provide 2 copies of the revised plan sheet that contains the detail for that outlet
structure showing this change on the detail.
.Other than that, everything looks good. My best wishes to you and your future
husband for a safe trip and a happy marriage.
Linda
1 of 1 l 1/16/2004 6:32 PM

WATER QUALITY REPORT
WAL-MART STORE # 1767
PARKING LOT EXPANSION
SHALLOTTE, NC
RECEIVES I
SEP 1 0 200�
BY:
PREPARED FOR
Wal-Mart Stores, Inc.
702 Southwest Eighth Street
Bentonville, Arkansas 7271,6-
��105 a`f •
F,'%`NGIPIEE
'R• FREE
PREPARED BY
Freeland and Kauffman, Inc.
209 West Stone Avenue
Greenville, South Carolina 29609
[phone]
[phone] fax
September, 2004

Wal-Mart Store # 1767
PARKING LOT EXPANSION
SHALLOTTE, NC
WATER QUALITY REPORT
Project Description: The following is the Stormwater management report for the expansion of
existing parking lot for existing Wal-Mart Store# 1767 located at the intersection of NC Highway
130 and NC highway 17 business in Shallotte, North Carolina. The proposed development
consists of demolition of an existing church building, pavement & utilities and construction of
parking lot, landscaped area and storm drains. The stormwater system will be a combination of
catch basins and pipes which will convey all runoff from the proposed development to the existing
pond which is located on the North side of the project site.
Existing condition: There are two existing ponds on the Wal-Mart site. One is located on the
West side and another is located on the North side. At present, 11.08 acres drainage area drains
to the existing pond located on north side of the project site. Of this area, 7.73 acres is
impervious. The existing SWM pond has a bottom elevation of 5.0 and the top of the pond is 15.
The permanent pool elevation is 11.0. The existing pond has a forebay volume equal to +/-20% of
the volume of the permanent pool. Presently, the stormwater runoff from the site drains to the
forebay through the storm drain system.
Proposed condition: A portion of the proposed parking lot expansion area was previously
accounted in the pond design. By expansion of the parking lot, we are adding an additional 0.5
acres of drainage area to the existing pond. Due to this, the total drainage area draining to the
existing pond will be 11.58 acres which includes 8.77 acres impervious area. This results in an
impervious area equal to 75.7% of the drainage area. The corresponding calculations for water
quality are included with this report. The calculations attached show that the first one (1 ") inch of
rainfall from the site will be released from the proposed outlet structure over a period of 3.53
days. The calculations also show that the 100 year storm runoff will pass through the top of the
riser.

FREELAND and KAUFFMAN, INC:
ENGINEERS • LANDSCAPE ARGHIIECTS
209 West Stone Avenue
0roenville• South Carolina 29609 Job
Telephone [phone]
Fax [phone]
Job No. _
Computed Dy
Checked By_
Date
Date

i

F
FREELAND and KAUFFMAN, INC.
ENGINEER5 • LANDSCAPE ARCHITECTS -
209 West Stone Avenue Job
Greenville, South Carolina 29609
Telephone [phone]
Fax [phone]
Job No. _
Computed By
Checked By _
Date
I

REVISIONS I BY
D.A.=2=11.08 AC (QEFEQ
APPROVED SITE
DEVELOPMENT PLANS
PQEPAQED
BY
B;LDNG
F�,IEELAND
AND
(WAL-MART)
<AUFFMAN)'lN,C,
FOPSDMH
VVAL-MAPT
STO
TOP 28.76
I.E. 19.88 IN
I.E. 19.73 OUT
1767 EXPANSION)
N/F
WAL—MART REAL ATE BUSINESS
TMS 1 025
D.B. 1 0686
ZO#G—HB
A D.A.=2=11.58 AC
A -
GARDEN CENTER /
}
15" RCP //'—/�
M-
/�/ �31.Q1
/
/
/ I
/
/
/
/
/
/
/ I/ 30' SANITARY
SEWER
/ EASEMENT
/ P.B. S-208
/ I i
30' UTILITY
1 j EASEMENT
1 / P.B. S-208
CBDI
TOP 25.28
I.E. 24.82
15_ RCP
EIP 1" OPEN / / ! !
TOP BENT
- -_-_----_ -- -------
------------33-------�
--35 -fN 52'55'15" E 150.05' r I
\ �5
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I.E. 21.6
1 I.E. 21.706 0 \I I
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32,175
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92OP�°6\ — — — J— _ I 15RCP_ S 5
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—45 3'22'
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4 I.E. 31.03
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Ur 1 N j9 0 OPEN TOP `\\ 15RCP ', SWHTEVILLE j/' ��`
I.E. 30.90 IN
TOPEIP 2" OPEN
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TOP 34.40 --
l� I.E. 27.40 IN —
�1OUT
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_ — — — TOP 32.59 r
—�— CBDI I.E. 29.79 bUT
TMS 18200140 ,
TOP 30.20
I.E. 28.26 IN N/F I
I.E. 28.15 OUT HIGHWAY 17 LLC, A VIRGINIA
LIMITED LIABILITY COMPANY
C/O HYMAN MEYERS ►
D.B. 1394-1212
ZONING: HB
MAIN STREET - BUSINESS U.S. 17 '
I
(80' R/W) '
15" RCP
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FREELAND and KAUFFMAN, INC. Affiliate
„ � .Freeland -Kauffman _
ENGINEERS • LANoscAPE ARCHI7ECT5_ and Fredeen, Inc.
' Bentonville, Arkan5a5
September,9, 2004-
To: Linda Lewis v\'�
Frorri: Ankita Modi
Re: Wal-Mart
Re: (Parking lot expansion)
I
Please find enclosed 2 sets of plans and 1 copy of Water quality report for the above
referenced project, Please call me at 864-672-3433 if you have any questions.
i
Thank you
SEP 1 0 2004
BY:
209 West 5tone Avenue • Greenville, South Carolina 29609 •Telephone [phone] • Fax 6e4-233-5915,

WalMart Shallotte Modification 910502
Subject: WalMart Shallotte Modification 910502
From: Linda Lewis <[e-mail]>
Date: Wed, 18 Aug 2004 15:53:11 -0400
To: Ankita Modi <[e-mail]>
Ankita:
A few other minor items regarding the stormwater application:
1. The design rainfall on the supplement is 111, not 711. This is the minimum State
requirement and what the orifice has been sized to handle,
2. FYI- Item (m) on page 2 of the supplement may not be marked N/A. I have struck
through the 'IN/A". It was already initialed, so you need not sent in a revised copy
of this sheet. A temporary pump qualifies as the mechanism to drain the pond in an
emergency.
3. The sediment removal benchmark diagram on page 3 of the supplement must be
filled in with the appropriate elevations. The, benchmark blanks above the diagram
must be filled in with the appropriate depths, not elevations.
Linda
1 of 1 8/18/2004 3:53 PM

Wal-Mart Shallotte
c
Subject: Wal-Mart Shallotte
From: Linda Lewis <[e-mail]>
Date: Wed, 18 Aug 2004 15:37:04 -0400
To: Ankita Modi <[e-mail]>
Ankita:
The Division of Water Quality received an application to modify the existing
stormwater management permit for the subject project on June 2, 2004. The
application is incomplete. Please address the following items prior to September
18, 2004, to continue the review:
1. The SA /DA tables in the BMP manual are for use in the Piedmont only. we have
other tables that are used for projects in the 20 coastal counties, as is noted in
the BMP Manual. Please see the attached document for the correct SA /DA table to
use. There is a significant increase in the minimum required surface area.
2. All of the new parking area must be collected to drain into the pond. The east
corner of the new parking lot drains into an existing inlet which drains into the
Highway 17 drainage system. The existing inlet must be either removed, blocked off
or redirected such that it will drain to the pond. The drainage area, built -upon
area and pond calculations will need to be revised to account for this increase.
Linda
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WAL-MART STO2E =1767
PAPKING LOT EXPANSION
F ELAND ma KAFFMAN, INC.
SwuaLLLLOTTE, NC
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FREELAND and KAUFFMAN; INC. Affiliate
Freeland-YauNman _
ENGINEERS' LANDSCAPE AKcHITECTS - and Fredeen, Inc.
. Bentonville, Arkansas
June 1, 2004
CA
To: Linda Lewis
From- Ankita Modi,
Re: Wal-Mart #1767 (Shallotte, NC -Parking lot expansion)
Please find enclosed 2 sets of plans, 1 copy of Water quality report and application forms
along with an application fee of $420.0. Please note that these plans are separate and are
an addition to the plans approved under permit number 910502. Please call me at 864-
672-3433 if you have any questions.
Thank you '
2'09 West Stone Avenue • Greenville, South Carolina 29609 .-Telephone [phone] • Fax [phone]