19990029 Ver 1_Complete File_19990107

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UNITED STATES ENVIRONMENTAL PROTECTION AGENCY .1?
s A y° REGION 4
r ? W
ATLANTA FEDERAL CENTER
;F 2 61 FORSYTH STREET
4 PRO,-, ATLANTA, GEORGIA 30303-8960
SEP 13 1999
Q 20,,. .
Ms. Celeste Y. Plassman
Concerned Citizens for Southport
P.O. Box 10083
Southport, North Carolina 28461
Dear Ms. Plassma.n:
Thank you for your letter dated August 14, 1999, to Carol Browner, Administrator of
the Environmental Protection Agency (EPA), concerning the development of a Wal-Mart
Superstore near the Carolina Power and Light Canal in Southport, North Carolina. Your letter
was forwarded to the EPA Region 4 Office in Atlanta for response.
EPA has not received any specific information on this proposed project, nor have we had
the opportunity to visit the construction site. However, EPA Wetlands Section staff have
discussed the proposed project with a representative of the U.S. Army Corps of Engineers (COE),
Wilmington District. According to the COE representative, an application was submitted by
ATW Enterprises, Inc. for a permit under Section 404 of the Clean Water Act, for the excavation
and fill of less than one acre of wetlands associated with the proposed construction at the site.
The COE issued a general permit under Nationwide Permit No. (NWP) 26 for the proposed
project on May 6, 1999. For NWP 26, the COE is required to provide copies of the Pre-
Construction Notification to EPA and other federal and state resource agencies, if the wetland
impacts are between one and three acres. Because the proposed wetland impacts associated with
this project are less than one acre, no review was required by the other federal and state agencies;
therefore, EPA did not have the opportunity to comment on the project.
Because a permit has been issued under Section 404 of the Clean Water Act, the activities
in wetlands on the site have been authorized. EPA notes that any violations of NWP 26 which
may occur on the site are the responsibility of the COE, Wilmington District office. EPA typically
has the lead only in cases of unauthorized (unpermitted) wetlands activities. Therefore, we
suggest that you contact Mr. Allen Davis of the COE at [phone] for any concerns with
possible permit violations at this site. Any sedimentation and erosion control concerns fall under
the put-view of the State of North Carolina's Wilmington Office of the Department of
Environment and Natural Resources. For additional information, please contact Mr. Rick Shiver,
Division of Water Quality at [phone].
In your letter, you also mention the unauthorized wetlands drainage activities which were
conducted north of Southport in Brunswick County, and elsewhere in the State. EPA
understands the environmental damage caused by on-going problems associated with excessive
Internet Address (URL) • http://www.epa.gov
RecycledlRecyclable • Printed with Vegetable Oil Based Inks on Recycled Paper (Minimum 25% Postconsumer)
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2
volumes of water and sediment that are introduced downstream. In addition to sediment control
and flood attenuation, natural wetlands also provide water quality benefits, ground water
recharge, and wildlife habitat and food chain maintenance; functions which may be reduced in
impacted systems. Poorly envisioned and managed wetlands dredging, ditching, draining, or
filling activities often result in long-term environmental problems. This forms some of the basis
for the Clean Water Act Section 404 regulations which govern filling in wetlands. EPA has been
conducting inspections at many wetlands construction sites in North Carolina and the Southeast,
and we are working with the State of North Carolina and the COE to address wetlands drainage
issues.
We appreciate your desire to protect and preserve the environment and hope you find this
information helpful. If EPA may be of further assistance, please feel free to contact Kathy
Matthews at [phone].
Since ly
cc: USAGE, Wilmington District
NCDWQ, Raleigh
NCDWQ, Wilmington
John H. Hankinson, Jr.
Regional Administrator
• State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Iffl?W'A
A 10% so
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 24, 1999
Brunswick County
DWQ Project #990029
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Jeff Doss
Wal-Mart Stones, Inc.
2001 Southeast 10" Street
Bentonville, N.C. 72712
Dear Mr. Doss:.
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in0.904
acres of wetlands or waters for the purpose of constructing an expanded Wal-Mart Facility at US 17 and N.C. 130, as you
described in your application dated 5 January 1999. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 3108. This certification allows you to use Nationwide Permit Number 26 when the
Corps of Engineers issues it. In addition, you should get any other federal, state or local permits before you go ahead with your
project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply
Water shed regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified below. If
you change your project, you must notify us and you may be required to send us a new application.. If the property is sold, the
new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all
conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the
attached certification and any additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas
within 50 feet of all streams and ponds to notify the state in order to assure compliance for future wetland and/or water impact.
These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is
later).
2. The applicant is required to contact the Linda Lewis, Wilmington Regional Office of the N.C.
Division of water Quality to determine stormwater management requirements.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter
150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-
7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone John Domey at 919-733-1786.
Frrine re ,
. Ste en
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
John Dorney
Central Files
Rob Moul; Land Management Group
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Todd St. John
Charles Garcia; Freeland and Kauffman
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NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
990029.Itr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
05i24,19? MON 14:19 FAY 910 452 0060 LAND MANAGEMENT GROUP ???t11
LAND MANAGEMENT GROUP, INC-
Environmental Consultants
Po.,t.Office Box. 2522
Wilmington, North Carolina 28402
F_AXI-No: 910-452-0060
Robert L. Maul, Suite 14
Lazy F. Baldwin, Downey Branch Office Park
W. Stephen Morrison 3505 Wrightsville Avenue
G. Craig Turner - Wilmington; NrC-284o-o
PLEASE DELIVER THE FOLLOWING DOCUiM` -N I'(S) TO:
THIS TRANSMITTAL IS FROM:
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NUIJ.VIBER OF PAGES (LNCLUDENG TPL[S COVER.)

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Division of Water Quafity
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North Carolina Department of Environment and Natural Resources
PO Box 29535, Raleigh, North Carolina 27626-0535 / Phone: [phone]
Re: Shallotte WaNart....
Subject: Re: Shallotte WalMart....
Date: Mon, 26 Apr 1999 16:10:28 -0700
From: "John Dorney" <[e-mail]. nc.us> Internal
To: "Todd St. John" <[e-mail]. nc.us>
have we heard from Joanne yet based on what linda said? if she agrees with
linda or does not disagree, we can issue 401. please call joanne to
discuss. thankx
"Todd st. john" wrote:
> Charles Garcia, engineer, ca77ed me regarding the 5ha77otte waNart. He
> wanted to know if we needed any additiona7 info to settle any
> outstanding questions. I fowarded Linda Lewis' response in which she
> fe7t the existing pond could not be expanded w/o purchase of additiona7
> property. A750, Joanne brought up conscerns about f7oodin . Linda Lewis
> said it is up to the engineer to reso7ve such questions (as I a7ways
> say). Anyway I advised Garcia of the fact that Linda did not feel the
> existing pond could be expanded (he was pleased with that obviously)
> and Joanne's flooding concerns which he feels that there is no prob7em
> re flooding (he or his company is 7iab7e for such a determinat7on).
> Anyway, is there anything e75e you need from me or that i need to get?
> Todd St. John
> Environmenta7 Engineer
> 4011wet7ands unit
1 of 1 4/27/99 11:38 AN
State of North Carolina
Department of Environment,
Health and Natural Resources
Wilmington Regional Office
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
NCDENR
NORTH CAROLINA DEPARTMENT OF
NVIRONMENT AND NATURAL RESOURCES
April 19, 1999 i'
MEMO 1
TO: John Dorney - Wetlands Group
FROM: Joanne Steenhuis - Wilmington Regional Office--V
SUBJECT: Review of Shallotte Wal Mart Stormwater Pond
It is my understanding, after a conversation with Linda Lewis, that she cannot require the Wal-Mart to enlarge
the existing stormwater detention pond. Linda has not restricted the expansion of the existing detention pond therefore,
Wal Mart does have this option open. This expansion would most likely require the purchase of a portion the adjacent
property. The property adjacent to the pond is currently being built on, but it only on the section that fronts US
Highway 17.
I still have concerns about the filling in of the run on the back of the property. There may be future issues about
flooding if there is no slough for the water to drain to. Please insert a condition into the 401 Certification that states
that any future flooding of these houses may be the responsibility of Wal Mart and not the State.
cc: WiRO
Linda Lewis
127 Cardinal Drive Extension, Wilmington, NC 28405 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer
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Robert L. Moui
Lanny F. Baldwin
W. Stephen Mor6son
G. Cr ig Turner
Environmental Consultants
Post. Office Box 2522
Wilmington, North Carolina 28402
FAX_No..: 9 I 0-45?-006G
Suite 14
Downey Branch Office Park
3805 Wrightsville Avenue
Wngton; NC-28403
PLEASE DELIVER THE FOLLOWNG DOCUMENT(S) TO:
E-r?, El?alc, R(9- -73 ?-
THIS TRANSMITTAL IS FROM:
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WE ARE USING A (BELL PHONES FAQ: LINE 1500).
NUMBER OF PAGES (INCLUDING THIS COVER)
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Aprll 8, 1999
Mr. Eric IFleek
NC Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27607
RE: Shallotte Wal Mart
DWO Project #990029
Dear Eric:
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aeaY %G.rlle .
I am sending this in regards with your recent conversation with Laura Stasavich
of Land Management Group regarding the above mentioned project. We have been in
consultation with Mr. Charles Garcia of Freeland and Kauffman, Inc. regarding your
questions. Our notes indicate that you had two concerns regarding the stormwater
ponds on the project:
1. You wished to know whether the existing stormwater pond could be
expanded in combination with a dry detention area in back and
2. If that is not possible, whether the drop inlet in the back property corner
could be utilized.
I have enclosed a copy of Mr. GarciWs letter addressing these concerns. Mr.
Garcia has informed that expansion of the storrnwater pond is not possible due to the
2:1 elopes to the north and east and by the property line to the west. Also Mr. Garcia
has informed us that the adjacent property had been purchased and that construction is
currently underway on that property.
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Secondly, Mr. Garcia has indicated that the drop inlet option is infeasible as well due to
insufficient gradient.
I have also enclosed a copy of Mr. Garcia's e-mail regarding off-site drainage.
Incidentally, I will forward copy of this correspondence to Joanne as well.
Incur last conversation, you indicated to me that once the engineering questions
were answered, the 401 certification would be issued. If you have questions regarding
the material presented above, please contact Mr. Charles Garcia at 864-233-6497.
Otherwise, we will assume that your concerns have boon satisfied and that the 401
certification will be issued shortly.
Thank you for your assistance in this matter- If you have other questions, please
feel free to contact me. I will send this to you via both fax and hard copy.
Sincerely:
Paul M. Fa ey
Wetland Scientist
cc: Mr_ Charles Garcia, Freeland and Kauffman
Ms. Joanne Steenhuis, DWO
c001A aRaxD 1KHRMUYN W-I 0900 956 0T6 IM RC:TT 11RL 66/90/tO
qpr, 7, lggg;+;:Phi FREELAND & KAUFFMAN
No-2650 P. 213
FREE AND and K,AUFFMAN, INC. rmI-Aw
and Fredeea, Inc,
rNG1Nf?9 "GAN[reAPEA'CHrTzGT25 ?dlr?pnYI11G,Arkan5as
April 7, 1999
Land Management Group, Inc.
Downey Branch Office Park, Sulte 14
3805 Wrightsville Avenue
Wilmington. NC 28403
Attu; Laura Stasavich
6
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Re; Wal-Mart Store #1767 Fxpansion
Shallotte North Carolina ?v y
Qear lraura,
Please see the attached drawl which is a copy of the existing pond area froln the survey
conducted <atmn a s dates, Inc. The existind pond is clearly restricted from
any expane slope to the north and east and by the property line to the west '
i sputa wi rt's?real tate broker regarding the ability to purchase a portion of
the adjacey an as i nfiemed at that time that the properly had recently been
purchasedby sdurces in the Town, of Shal lotl:e that construction is currently `
tMerway On this adjacent project. ? \ f
Please: realize that we have looked at many engineering alternatives to rninirnize our
irnpadts, and we believe that the Site Plan as presented is the best potable plan vrith the
least amount of impact on adjacent wetlands,
Sincerely,Y
Freeland and Kauffman, Inc.
Charles A. Garcia
209 West ne Avenue * Gr,eenvids, South Carolina 29809 • Telephone [phone]!97- PAX 864-235.8915
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MEMORANDUM S r? 01 ?
TO: John Dorney Regional Contact: a 57Y%U/VW /?S
Non-Discharge Branch WO Supervisor: X59/ U!-:?iZ VD-AA
Date: 114Rr .-H
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Shallotte Wal-Mart expansion
Project Number 99 ` 0029
Recvd From APP
Received Date IM99 Recvd By Region
Project Type expanding an existing Wal-Mart
County Brunswick
County2
Region Wilmington
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
26 OO -NF-F,-5-2-5-2-8 F C HQW 30,759. 0.90 F__
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N
r?a?Tw,gT ?A??.GS?UP
Recommendation: 0Issue 0Issue/Cond Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
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Central Office 1q-0T e Q_,, •7 -fo ;-/13?E ?LG
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
LT?W'A
• 2
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 5, 1999
DWQ Project # 990029
Brunswick County
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Charles Garcia
Freeland and Kauffman
209 West Stone Avenue
Greenville, NC 29609
Dear Mr. Garcia:
The Division of Water Quality has reviewed your plans for the discharge of fill material into 0.904
acres of streams and/or wetlands located at NC 17 near NC 130 in Shallotte in Brunswick County.
Insufficient evidence is present in our files to conclude that your project must be built as planned in waters
and/or wetlands in accordance with 15A NCAC 2H .0506. Therefore, unless modifications of the proposal
are made as described below, we will have to move toward denial of your 401 Certification as required by
15A NCAC 2H .0507(e) and will place this project on hold as incomplete until we receive this additional
information, we are requesting (by copy of this letter) that the U.S. Army Corps of Engineers place your
project on administrative hold.
Please provide us with information supporting your position that states your project must be
constructed as planned and that you have no practicable alternative to placing fill in these waters and/or
wetlands. Specifically can you construct your expansion with less than one-third acre impact to wetlands?
You also must clearly show the location of all streams on the site plan as well as any impact to them.
Finally your application refers to ongoing attempts too acquire adjacent uplands. Please discuss these
efforts in your response. Any documentation such as maps and narrative that you can supply to address
alternative designs for your project may be helpful in our review of your 401 Certification.
Please respond within three weeks of the date of this letter by sending a copy of this information to
me and one copy to Ms. Joanne Steenhuis Wilmington Regional Office at 127 Cardinal Drive Ext.
Wilmington NC 28405. If we do not hear from you in three weeks, we will assume that you no longer want
to pursue this project and we will consider the project as withdrawn. I can be reached at 919-733-1786 id
you have any questions.
cerel ,
CSI vo'
R. Dorney
cc: Wilmington DWQ Regional Office
Wilmington Office Corps of Engineers
Central Files
John Dorney
Wilmington Field Office Corps of Engineers
Paul Farley; Land Management Group
990029.nty
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
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March 1, 1999
Mr. John Dorney
NC Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27607
i
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RE: Shallotte Wal-Mart Expansion Project
NWP 26/401 Certifcation Application
Brunswick County
Dear Mr. Dorney:
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I am writing regarding the above listed permit application. Our records indicate that
your office received the application on January 7, 1999. We have not received a response to
the application to date. It is our understanding that your sixty day review period will end on
March 9, 1999. Therefore, we will assume that the 401 certification will be granted if we have
not heard from you by then. If this is not the case, please advise.
Please contact Laura Stasavich or me if you have questions. I will send this to you via
fax and put a hard copy in the mail. Thank you for your assistance in this matter.
Sincerely:
Paul M. Farley
Wetland Scientist
cc: Mr. Charles Garcia
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April 8, 1999
Mr. Eric Fleek
NC Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27607
RE: Shallotte Wal Mart
DWQ Project #990029
Dear Eric:
9W& a
6.w A..A ep. g,.h
?I4gt?, .iYfB ,cos
I am sending this in regards with your recent conversation with Laura Stasavich
of Land Management Group regarding the above mentioned project. We have been in
consultation with Mr. Charles Garcia of Freeland and Kauffman, Inc. regarding your
questions. Our notes indicate that you had two concerns regarding the stormwater
ponds on the project:
1. You wished to know whether the existing stormwater pond could be
expanded in combination with a dry detention area in back and
2. If that is not possible, whether the drop inlet in the back property corner
could be utilized.
I have enclosed a copy of Mr. Garcia's letter addressing these concerns. Mr.
Garcia has informed that expansion of the stormwater pond is not possible due to the
2:1 slopes to the north and east and by the property line to the west. Also Mr. Garcia
has informed us that the adjacent property had been purchased and that construction is
currently underway on that property.
AV
Secondly, Mr. Garcia has indicated that the drop inlet option is infeasible as well due to
insufficient gradient.
I have also enclosed a copy of Mr. Garcia's e-mail regarding off-site drainage.
Incidentally, I will forward copy of this correspondence to Joanne as well.
In our last conversation, you indicated to me that once the engineering questions
were answered, the 401 certification would be issued. If you have questions regarding
the material presented above, please contact Mr. Charles Garcia at 864-233-5497.
Otherwise, we will assume that your concerns have been satisfied and that the 401
certification will be issued shortly.
Thank you for your assistance in this matter. If you have other questions, please
feel free to contact me. I will send this to you via both fax and hard copy.
Sincerely:
1
V
Paul M. Fa ey
Wetland Scientist
cc: Mr. Charles Garcia, Freeland and Kauffman
Ms. Joanne Steenhuis, DWQ
Apr. 1. 1999 5;13PM FREELAND & KAUFFMAN
No.2650 P. 2/3
FREELAND and "UFFMAN, INC. FreelandlK?a?uffman
ENGINEERS • LANDSCAPE ARCH/TECTS and Fredeen, Inc,
Bentonville. Arkansas
April 7, 1999
Land Management Group, Inc.
Downey Branch Office Park, Suite 14
3805 Wrightsville Avenue
Wilmington, NC 28403
Attn: Laura Stasavich
Re; Wal-Mart Store #1767 Expansion
Shallotte, North Carolina
Dear Laura,
Please see the attached drawing which is a copy of the existing pond area from the survey
conducted by Freeland and Associates, Inc. The existing pond is clearly restricted from
any expansion by the 2:1 slopes to the north and east and by the property line to the west.
I spoke with Wal-Mart's real estate broker regarding the ability to purchase a portion of
the adjacent property and was informed at that time that the property had recently been
purchased. I am told by sources in the Town of Shallotte that construction is currently
underway on this adjacent project.
Please realize that we have looked at many engineering alternatives to minimize our
impacts, and we believe that the Site Plan as presented is the best possible plan with the
least amount of impact on adjacent wetlands,
Sincerely,
Freeland and Kauffman, Inc.
Charles A. Garcia
209 West Stone Avenue • Greenville, South Carolina 29609 • Telephone [phone] • Fax [phone]
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From: Charles Garcia <[e-mail]>
To: '[e-mail]' <[e-mail]>
Date: Thursday, April 08, 1999 6:45 AM
Subject: Shallotte, NC Wal-Mart
Laura -
I forgot to mention in my letter that there is no off-site drainage which enters our property.
The location that Joanne is talking about is actually a high point and water will flow back
away from our site at the eastern edge of the property.
- Charles
4/8/99
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March 11, 1999.
Mr. John Dorney
Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27607
RE: Shallotte Wal-Mart Expansion Permit
DWQ Project #990029
Dear Mr. Dorney:
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I am to your letter regarding the above project dated March 5, 1999. Thank you
for allowing us to respond to your letter. Please be advised that the applicant does
wish to further pursue the project and therefore requests that you not consider the
project as withdrawn. I will address your listed concerns in the order that these
concerns are presented in your letter. I have also included a copy of a memo written by
Mr. Charles Garcia regarding your letter. Much of my response has been summarized
from his memo.
It is not possible to complete the project with less than one-third acre of wetland
impacts. The site plan has undergone at least two revisions in order to minimize
impacts. The truck loading area was redesigned to eliminate impacts to riverine
wetland on western end of the property, an approximately 506` retaining wall was
added in order to eliminate the need for side slopes which would have impacted
wetlands. The parking area is the minimal amount for a store of this size per Wal Mart
requirements. This amount is below the number of parking spaces required by the
Town of Shallotte. A variance was obtained to accomplish this. A loading bay was
deleted in the truck well.
There are no stream impacts in the project area. I have enclosed a site topo
map for your review: The topo appears to show that riverine wetlands are present near
the western site boundary. The original site plan (copy enclosed) included proposed
impacts to this area but the site plan was revised to eliminate these impacts.
The applicant did purchase a piece of uplands from the Shallotte Baptist Church
which did eliminate the need for some wetland impacts. The Church was willing to sell
the parsonage, but nothing else. No other upland area is available for the project.
Thank you for your assistance in this matter. Please contact me if you have questions.
Sincerely:
Paul M. Farley
Wetland Scientist

cc: Joanne Steenhuis, DWQ
Charles Garcia, Feeland and Kauffman
it
FREELAND and KAUFFMAN, INC.
ENGINEERS - LANDSCAPE ARGHTECTS
March 10, 1999
Land Management Group, Inc.
Downey Branch Office Park, Suite 14
3805 Wrightsville Avenue
Wilmington, NC 28403
Attn: Laura Stasavich
Re: Wal-Mart Store # 1767 Expansion
Dear Laura,
Affiliate
Freeland-Kauffman
and Fredeen, Inc.
Bentonville, Arkansas
Enclosed please find four (4) copies each of the current Site Plan and the previously
pursued Design Civil Site Plan for the above referenced project. I would like to bring your
attention to a few things which caused us to change the design.
1. The original plan called for the prototypical expansion of this store to a
"172-prototype." This is shown on the plan titled "Design Civil Site Plan."
You can see that the prototypical truck loading area would have impacted
the wetlands to a much greater extent in this condition. This caused us to
make the decision to move slightly away from the prototypical plan and add
a dock appendage to the rear of the store." This pushed us further north
into wetlands, but these wetlands are combined with uplands and seem to
be of less quality than those which would be impacted with the prototypical
truck dock.
2. A retaining wall of nearly 500' in length was added to the plan to alleviate
the impact of the fill slope from the parking area into the wetlands.
3. Wal-Mart attempted to purchase the church parcel in order to expand the
building more to the east to eliminate some of the impacts, but this was not
a possible alternative. The church agreed to sell the parsonage, but would
not sell even a piece of their main parcel. This caused us to slightly change
the garden center area as can be seen on the Site Plan.
4. We had to go through a public hearing process in order to obtain a
variance for the parking requirements from the Town of Shallotte, also.
209 West Stone Avenue - Greenville, South Carolina 29609 - Telephone [phone] - Fax [phone]

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This eliminated any chance of expanding the building to the front of the
existing store. As is, the parking shown is the minimum that Wal-Mart will
allow for a store this size.
5. To help alleviate some.of the impacts also, we deleted one of the loading
bays in the truck well. This change saved an additional twelve 0 2') feet of
wetlands impacts. (A store this size will normally have at least 4 bays.)
6. Finally, we feel that the expansion of the existing store is a better solution
than finding a new site in the Shallotte area. We believe that the
construction of a new store on a vacant piece of property would have a
much greater impact on wetlands.than the expansion of the existing store
due to the abundance of wetlands in the area.
It is our contention that the Site Plan included in this package is the best possible plan
with the least amount of impact on adjacent wetlands. Please let me know if I can be of
further assistance.
Sincerely,
Freeland and Kauffman, Inc.
Charles A. Garcia
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Mr. John Dorney
NC Division of Water Quality
Environmental Science Branch
4401 Reedy Creek Road
Raleigh, NC 27607
Dear Mr. Dorney,

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7 1999
PAYMENT
RECEIVED
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Enclosed, for your review, are 7 copies of application materials submitted to Allan Davis
requesting a Nationwide #26 permit for the Shallotte Wal-Mart expansion. If you have any
questions regarding this project, please do not hesitate to contact either Paul Farley or myself at
Land Management Group.
Sincerely,
Laura Stasavich and
Paul Farley,
Wetland Scientists,
Land Management Group, Inc.
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5 January 1999
Mr. Allan Davis
Wilmington Regulatory Field Office
US Army Corps of Engineers
P. O. Box 1890
Wilmington, NC 28402-1890
Dear Mr. Davis,
Yai* 0
Tow-91-A
I am submitting a Nationwide #26 permit application for Wal-Mart Stores, Inc. at the request of
Freeland and Kauffman, Inc. (engineers). As you may remember from your site visit, the Shallotte
Wal-Mart would like to expand its existing store into a "supercenter". The proposed expansion
would include doubling the size of the current building and providing paved access areas around
the sides and back of the building (site plan enclosed). Stormwater ponds will also be needed.
An attempt has been made to avoid and minimize wetland impacts where practicable, however,
there are two constraining factors. These are the combined lack of undeveloped upland around
the store and the fairly uniform layout and design of Wal-Mart supercenters. Expansion is
prohibited to the south by NC Hwy 17, while residential areas and a church are found to the
northeast and east of the site. An effort is currently being made to acquire some of this upland.
Riparian wetlands are found to the west and along the northwest edge of the site. The expansion
design has been altered from its initial draft to reduce impacts to these wetlands, and proposed
impacts are now limited to 0.904 acres along the northwest comer of the site. Roughly half of
that acreage would be filled and half would be excavated to create stormwater retention ponds.
The details of this proposed project are further described in the application materials enclosed. If
you have any questions regarding this permit request, please do not hesitate to contact either Paul
Farley or myself.
G??7? Ga?tb 54offA,? ?? ?aro 2522
(1dmiiW& a, ?rWA %riedma 28402
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Sincerely,
Laura Stasavich and
Paul Farley,
Wetland Scientists,
Land Management Group, Inc.
cc: John Dorney, NC Division of Water Quality
JoAnne Steenhuis, NC Division of Water Quality
Jim Gregson, NC Division of Coastal Management
9941& 94
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01/05/99 20:01 F & K, INC. 4 910 452 0060 N0.376 U02

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IXWe, the undersigned, nearby authorize Land Management Croup,
Inc, as agents for A04 wetlands permit work on the property
lasted in'the enclosed permit appli cation. Lard Management Group,
Inc. should be contacted with any questions regarding this permit
application.
Signed
Date
DEM ID- CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT: 26
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE
OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE
SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET).
PLEASE PRINT.
1. OWNERS NAME Charles Garcia. Freeland and Kauffman. Inc.(engineers for Wal-Mart Stores Inc.)
2. MAILING ADDRESS: 209 West Stone Avenue
Greenville. SC 29609
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING
ADDRESS ABOVE):
4540 Main Street Shallotte N. C. 28459
3. TELEPHONE NUMBER (HOME): N/A (WORK): [phone]
4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Paul Farley or Laura Stasavich c/o Land Management Group. P.O. Box 2522.
Wilmington. NC 28402. [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Brunswick NEAREST TOWN OR CITY: Shallotte
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
The tract is located in the town of Shallotte. N. C., on N. C. Hwy. 17 at the intersection of N. C. Hwy 130 and
N. C. Hwv 17.
6. IMPACTED OR NEAREST STREAM/RIVER: Woodwards Branch
RIVER BASIN: Lumber River
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY
(WS-I OR WS-II)? YES [ ] NO [X] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [X]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
Highwav Business and Residential (citv zoning)
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES [X] NO[ ] IF YES, PROVIDE ACTION ID NUMBER OF PREVIOUS PERMIT
AND ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
A Nationwide #26 permit for impacts to about 1 /3 of an acre was issued when the existing WalMart was
built, but the action ID number of this permit is unknown (permit issued by Ernie Jahnke).
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES [ ] NO [ X] IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF Land
The expansion site covers approx. 8.0 acres.
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
1.873 acres
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.504 EXCAVATION: 0.40
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED: 0.904
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): NIA
LENGTH BEFORE: FT. AFTER: FT.
WIDTH BEFORE (based on normal high water contours): FT.
AVERAGE DEPTH BEFORE: FT. AFTER: FT.
(2) STREAM CHANNEL IMPACT WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED,-WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? Stormwater ponds to be used for Wal-Mart Superstore expansion.which will
include approximately 8 acres.
WHAT IS THE EXPECTED POND SURFACE AREA? 2 ponds together total 10.850 sq.ft.
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED (ATTACHED PLANS: 8 %" X 11" DRAWINGS ONLY):
The proposed project will include adding 185.883 sq;ft. of building to the existing Wal-Mart, grading and
preparing paved access lots around the expansion, and grading and excavating an area for stormwater
retention ponds. (Engineering plan attached)
13. PURPOSE OF PROPOSED WORK: To expand the existing Wal-Mart.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS):
Room for expansion is limited at this site, as various business and residential areas surround the exisiting
Wal-Mart. In addition, store designs for a Wal-Mart are fairly uniform and somewhat limit the flexiblity of
design. Hwy 17 prevents expansion to the south, and the Shallotte Babtist Church is located on the
southeast side. Residental areas border the northeastern edge of the property. Some of this upland,
residential property is in the process of being acquired for the expansion. however, additional land to the
northwest is still needed for the placement of stormwater ponds. Wetland impacts have been reduced
from oriainal designs and wetland impacts are now limited to less than 1 acre.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS)
AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES SHEET)
REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING
ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY
BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED:
mailed application 1/6/99 to NMF. No longer sending to USFWS per their request.
(ATTACH RESPONSES FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: mailed application 1/6/99
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES [ ] NO [X] (IF NO, GO TO 18)
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,29 AND 38). ALL
STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP.
MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR
EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PROJECT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
Residental and highway business
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
Local sewer system.
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL
MANAGEMENT (WATER QUALITY) CERTIFICATION, AND,
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA
DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH
THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM.
P'JIN'Ir'
OWNER'SIAGENT'S SIG TURE
DATE
Paul M. Farley
Wetland Scientist
Land Management Group, Inc.
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
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+,
s i 17 Russtnm
BIK
. 04
t?
r.
4i
x/
RY

N
SCALE 1" = 2.4 miles'
Land Management Group, Inc. NW #26 Application FIGURE 1:
Environmental Consultants for Wal-Mart Stores, Inc. Site Vicinity Map
Wilmington, N.C.
January 1999 Shallotte, NC
N RCS SOILS MAP

N
SCALE 1" = 2000`
Land Management Group, Inc. NW #26 Application FIGURE 3:
Environmental Consultants for Wal-Mart Stores, Inc. NRCS Soils Map
Wilmington, N.C. Sheets 15 & 16
January 1999 Shallotte, NC
Brunswick County Survey

r e?y
r'S.]iS X1..11
V"
5-CFS or less BOUNDARY MAP

0 1
f
Land Management Group, Inc. NW #26 Application
Environmental Consultants
Wilmington, N.C. for Wal-Mart Stores, Inc.
January 1999 Shallotte, NC

F
44,
FIGURE 5:
5-cfs or less Boundary Map
1943 Shallotte Quad. Sheet
N
SCALE 1" = 2000'
WETLAND DELINEATION SURVEY
(northwest corner of tract only)
_. c,1
,U• OAK
N
SCALE 1" = 40'
Land Management Group, Inc. NW #26 Application FIGURE 4:
Environmental Consultants for Wal-Mart Stores, Inc.
Wilmington, N.C. Wetland Delineation Survey
January 1999 Shallotte, NC
#
Hatched areas = wetlands
Shaded areas = uplands
ENGINEERING SITE PLAN -

Shaded area indicates wetlands overlayed on site plan
Land Management Group, inc. NW #26 Application
Environmental Consultants for Wal-Mart Stores, Inc.
Wilmington, N.C.
January 1999 Shallotte, NC
SCALE 1 *=280'
WAL*MART
way-MA2T STCW5, W,

'JdM.40W
HMO ab K&F"M L NG

t-2336-
A lbYY,iM9p
z0 • b 1V?w' ?? Olwb.
Mt1. X510 Mf1 $1M1 -
9WM NC 'bW
0.1! fM • M2-3b
Pb Hf ? Vblbl !bM b
Q ' 19Z-8'd
- • WYM
Q
t 9b
b
a
1L
-
2Jd Se.rat OA .?Mr
..b?.1 AR Tlllt
BOJ45WCK COUJt7
WALWART STORE .n87

o.: rz °F' gym. a
FIGURE 6:
Engineering Site Plan
DATA FORM
ROUTINE WETLAND DETERMINATION
(1967 COE Wetlands Delineation Manual)
ra e i or 1
Project/Site: Shallotte Wal-Mart Date: 15199
ApplicantlOwner. Freeland and Kauffman, Inc. (engineers) County: Brunswick
Investigator. Land Management Group, Inc. State: NC
D Normal Circumstances exist on the site? < No Community ID: 1-upland
the site significantly disturbed (Atypical Situation)? Yes ® Transect ID:
the area a potential Problem Area? Yes ® Plot ID:
needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
Pins taeda FAC 9.
Andropogon spp. FAC- 10.
Cafcarpa amedcana FACU- 11.
Sassafras albidium FACU 12.
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluc uding FAC-) 25
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
_ Recorded Data (Describe in Remarks): Primary Indicators
Stream, Lake, or Tide Gauge Inundated
Aerial Photographs Saturated in Upper 12 Inches
Other Water Marks
X No Recorded Data Available _
_ Drift Lines
Sediment Deposits
_
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 inches
Depth of Surface Water: 0 (ft.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: >12 (in.) FAC-Neutral Test
-Other (Explain in Remarks)
Depth to Saturated Soil: >12 (in.)
Remarks:
SOILS Proiect(Site: Shallotte Wal-Mart Pace 2 of 2
Map Unit Name
Series and Phase): Baymeade Drainage Class: well drained
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? Yes No
Profile Descripti on:
Depth Matrix Color Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) Abundance/Contrast Structure etc.
0-2 A 10YR3/1
3-+ E 10YR7/1
Hydric Soil Indicators:
_ Histosol Concretions
Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
_
_ Sufdic Odor _ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _ Listed on Local Hydric Soils List
_ Reducing Conditions Listed on National Hydric Soils List
- Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes (Circle) (Circle)
Wetland Hydrology Present? Yes
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetlan Yes No
Remarks:
Applicant/owner; Land Management Group, Inc.
Freeland and Kauffman, Inc. (for Wal-Mart stores) Post Office Box 2522
209 West Stone Avenue Wilmington N.C. 28402
Greenville, South Carolina 29609 910-452-0001
SOILS
Proiect/Site: Shallotte Wal-Mart
Map Unit Name
(Series and Phase): Dorovan Muck Drainage Class: very poorly drained
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? g No
Profile Descripti on:
Depth Matrix Color Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) Abundance/Contrast Structure etc.
0-+8 01 10YR211 Muck
Hydric Soil Indicators:
_ Histosol Concretions
_ Histic Epipedon _
High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor -Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _ Listed on Local Hydric Soils List
_ Reducing Conditions _ Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
Ut I tKMINA I ION
Hydrophytic Vegetation Present? No (Circle) (Circle)
Wetland Hydrology Present? No
Hydric Soils Present? es No Is this Sampling Point Within a Wetlan Yes No
Page 2 of 2
Applicant/owner; Land Management Group, Inc.
Freeland and Kauffman, Inc. (for Wal-Mart stores) Post Office Box 2522
209 West Stone Avenue Wilmington N.C. 28402
Greenville, South Carolina 29609 910-452-0001

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
1 of 2
ProjectiSke: Shallotte Wal-Mart
ApplicantiOwner: Freeland and Kauffman, Inc. (engineers)
Investigator: Land Management Group, Inc.
o Normal Circumstances exist on the site? i No
the site significantly disturbed (Atypical Situation)? -'Y-es (M
the area a potential Problem Area? Yes o
needed, explain on reverse.)
VEGETATION
Date: 1-5-99
County: Brunswick
State: NC
Community ID: 2-WETLAND
Transect ID:
Plot ID:
Dominant Plant Species Stratum Indicator Dominant Plant Species SO= Indicator
Taxodiuum dishchium OBL 9.
IUyssa aquatica OBL 10.
Acer rubrum FAC 11.
Smilax spp. FAC 12.
Ilex spp. FACW 13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluc uding FAC-) 100
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
_ Recorded Data (Describe in Remarks): Primary Indicators
Stream,Lake, or Tide Gauge Inundated
Aerial Photographs X Saturated in Upper 12 Inches
Other X Water Marks
_
X No Recorded Data Available _ Drift Lines
Sediment Deposits
X Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 inches
Depth of Surface Water: 0 (ft.) X Water-Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: 3 (in.) FAC-Neutral Test
- Other (Explain in Remarks)
Depth to Saturated Soil: 1-2 (in.)
Remarks:
REVISIONS
a~ Ug 17 g-
Y PASS
PROPOSED PROPERTY LINE
~ ~ ~ SITE
b~~ ! ~ ti ~ s
3~~ \ 4~ ~ ?S S~ TMS 182-22.61 ;;:w~
i' 6 D.B. 799-643 / ~ 6~~ F ~ <:if~` 6
i~, ZONED: RAM 15 "~h ~ 6~, (RESIDENTIAL) I HEAVY DUTY Q
(k0 ~ I~ < CONCRETE ~^1 ~L'
_ ~ '-'1 TMS 182 26.0 ~ - ~ ~ ° 4 ~
~ N 08'05' 19" ~ D.B. 17-126 ~ . H ~ Eo~E of ~ 14'0519' W _ N 08°05' 19" W I , ° J5 0~ _ ° CITY LIMITS u y30
ZONED. B ~ r iNe w N s ANO Ar~R 300.84' (HIGHWAY BUSIN SS) / 92.00' 300.84' •i ~ . ' ~ TR /'~K a . ; ° ~.np, UC
15' B/L ° TURN-AROUND 15' B/L ° ~ ° •
~ A, AREA ° ` ° 13~'
~V ~ \ V A DETEN i ION POND ~ _ \ / ° ° ~ ° LOCATION MAP s . ° D.
~ tiy~, ~ / ~ LP ~ 'i •p ° i EDGE OF
p, TREE LINE 2~,,A 'tip ~ OVERLAY \ 9 ° ° 'g STANDING WATER C
A\ Tee. HEAVY DUTY i i
\ \ PEO. i' ~ ~ ASPHALT ~uA~o HEAVY DUTY \ . ~ RA,~ ASPHALT d DUTY ALT ° ' a. e i
~ .,gyp ~ - TIE TO EXISTING ~ <r ::::::}iaC>:,.
~ `0 0 GUTTER 3 rZ0 60 :5... ~ D <;£...;
~.r....,r , 5 ::..v. ~ ~ \ n.::::: i:::::: i,....................................... A.............n.. 2 ................................................n....w:::::::::::.~:.:::rv::;.~::::::::..::::::.:........................................................................................... {.Y:::::::::::::::::::. ......................................................................................:.:.....................:.:...................:.:.:.:..~.....:8::::::::::::::::: m•: n' :.~Ill~n ::::.;:.;.or ;:;;::•;:•;:•::;:r;.:;•:;•:;.;;. i E
.:::::::.:...............................:::.v::::::::;:::::::::::::::n................,................::;....v...............;.:.;v;................:v...:.....................................,;....................v;...................... . F v............. ~ i F...\........:...Mtt(.......v ln......................; .............................:n......•. ~..1::::::::::::::::::::::::::::::.:.......................; h ~.)n '....:...?:.w::::::::::::::::::::::::::::::::::::: wvw~w+:n•:nw...... f ................n..::m N:: {...:.:::::v::::::..: p'::::•:::::::: ;:::::::::v:: n..,:n:.... . ...............................................................vnwmwww.. ....h.n....................................... ~p : z v . YY n.:::: x:::::: w::::: x;: •.....v......, xiiiiiiiiiii:::.::...........:::::::::::.......... • ~vn:~,~:::; ..F ~ 2 M~ 0 .....a::::%::;biiiiiiiiiiiiiiii;;;;,i ..................................................................................vv:::::::::::::::::::::n....................,......., .......Fxv:::nw::: ;:.....::::::::•,.................v.:%A.,.^::::r:.'.'::: iiiiiiiiiiii::::::n,.............,...:::.::::Ciiiin•:+:{t;•iiiii:':i^ii'rii: iiiiii y::::::;;:::::::::;: ~ / 9' :::v::n..... .....2j91. pp n......... ......................Ix.............,................................. .............................................:.......................:..................................................................................................................................n.n..• ...n........ . v............, v:::::::::::::::::v.:.............. ............:v .::......................................v:•::::::.~;roiii>.i<?ifii:i::i::iiiiiiJ:::::::::iiiiiiiiiiiii::viiiiii::Wiii:~:i'ii: A`::''.. I' CALF 60' S
C ............................................................................................................................................................................................s.:.; u•.N:::::::::::::::::::::.:........:::::::.:.......... ..............................................................................................v v:::::::::::::::::;;::::::;;; ....,.................:.:.........;.:.:..::::::::....:..:::::::p;•: i::::::: nliiii?iiii: )i........ J.l..................:: i:::::::..................'....... nJ: ~w::::::::::: iiiiiiiiiiiiiiii:^Yiiii:iiiiiiiii:q}iii:!vi:^ii / Y ......n.~•>....................... P ~ ................................3:. . TO . . S / ,•~;,iiiii:;;.•::o:iiiiiii;~;•>::•::i:;.:::.:iiii:;•i;•:;.;::•iii; F...... . o•:......,..... ~L ..................s:: q....................................................... ~,'::f.:,p:.::::::::::::•:::::.:::.~::::::::::.iiii. ~•nroiiii::.. • .........................................A::.....................................:.... f'... .......::T :.::::::n..... m mY nv...v.. ...v............... v::::: n:~::....... v GnnII,~,......... v v .w:::::'~i::::;. +.vny.:;i::.::::Y :::::::::::::nv, ilnv:;:•::::::::n:r::;::n............:::::::isn?~,:.::::::::%~Jw::::::inq::w:::::::::n.l.•....:~.:.:::::•::::~ ...11\ )..1....:.............................. I.~:..::: •:::.I.C.:..: b w~ e ~ .;;:..;:::.::::;•;:;•:;•;;•::c::o:.;
'YWP'YYY~' . :••\S•:~•::•::::::::::::::::::::::::::::::i::••ii vnl'Liiiiii'•1 •'2!•iiiiiii'!•+ n••: J,. C4 ~ N4iiiiiiii:' \ y.a:::: Fti R f. w:::4:iiil.}....:::.^iii:ii::.i..........1v :::::........:n::::'G!:F:`:•`~\::n}y:Fi,'.,YCi;:!IG:~^iiiiiiiiiS•....SiY iiiii::Y ...v....... :;:6:Nn::;;;;;;•:n 4iYY: • $.C:::::5 y~;f` i:i~ i:,i:::i: •.n::: »•~ylls: G. •r~'i:::::::::' «gi a;;:::::::':i:::::::':'i:: d '
\ I ~~AISL ~ ~ ss~'-' I 16 0 '~,.:;:;:1::::ribi ; :iii;`.;( ° ~y ::<:::<:>:::«<>:<:,:::>::>::::>;: THI AREA CALL d, ~R~ ~ „>;::::<i:>:: BEFORE DIGGING IN S ,
\ ~ SIGN 1~,d~~;~Q,~ 4~ I 31 (TYPJ TI N CENTER
18 0 R Y 16'x103' COMPRESSO THE UTILITY PROTEC 0 iS0 SURFACE DOCK
EXISTING HOUSE CONC. PAD W/ >:.iiiiii:.i. ~`~'~~nn; I-800-632-4949 ~D W/ COMPACTOR PAD
\ 18 ASPHALT RAMP CNgIN LINK FENCE A7 5' .E A7 55.5' °::~5t:g:>:g;.gz#•u'• M-F 7 00 AM - 7 00 PM , . : : : : : : M. (12'x36') (RE= ARCH) `^~~;:i:>::::>::::>:;< = I ARCH)
,o S D PERIMETER (RE ~ ARCH) \ , 31 DUTY ~ Notes
~ 0 ASPHALT I 31
~ 42,67 173.67' - - ~ ~ ~ IS PED 143.b7' I. All dimensions, unless otherwise noted, are to face
' X-ING ~o,~ \ EXISTING of curb, face of building, or centerline of parking (STING ba ,
~ s 18 SIGN \ ~ BUILDING ;l I 0 ILDIN y G RAMP (RE= -
\ ~ ~ s ~ 0 GRADING PLAN) ~`~`~<°`<:>.><<>:°.:a> 2, Unless otherwise noted, pavement shau be standard ;~,,.r.::~.:;. LEGEND
~ i ~ duty asphalt.
\ ~ 0 30 ~ ~ a a co EXIT PORCH ~~H'"""'~~~~• "~r<'~~~:€ EXI TING PROPO ED DESCRIPTION
~ ~s ~ 12 EDGE OF NC SIGN ~ \s~ ~ EXISTING (RE= ARCH) 3, All handicap spaces are to receive a handicap ,,,;,;;>?I'r sign rnd a handicap symbol painted on the asphalt,
oo ~ wAt•MA~r ASPHALT (TYPJ ~ ~ PYLON CONCRETE PAVEMENT Stall(s) adjacent to the eight (8') foot striped aisles
\ %s \ \ sI~N 2 ~ 9 TRANSFORMER PAD + are to receive a "Van Accessible" sign n addition
\ ~ a 2~ PED ~ , ~ X ING T BY CONTRACTOR th above. SE to e W/ 2 AURD POST HEAVY DUTY ASPHALT
~ ~ ~ ~ ~ 9 ~ SIGN c~ 4. Unless otherwise noted, all curb and gutter shall
VAN ACCESSIBLE 154.26' urb a shown on the detail sheet. HANDICAP PARKING SPACE be type A c s
' A ~ ~ HC SIGN (TYP,) ~ \ / . \ ~ \ ~ ~ ~ • ~ ~ o. EXISTING WAL~MART STORE tt1767 NF
HWY. ~ 17 r , v N,C. \ ~ A~ o ~ ~ 2 -75.780 SF BETTY/CARTER _ 5. Cart COrraIS are t0 be provided by Wal-Mart. II:"'`!'"ii CONCRETE CURB S GUTTER TMS 182-25.01 The contractor shall assemble the cart carats and
~ ~ \ ~ ~~0 ~ FF EEV, -30.00' R/W) v ~ o 80 i>E'fiz`<il• ZONED: RM Wh f@ Indicated, 474 ::i:;;~q (RESIDENTIAL) place th@m On th8 Slfe plGn
r 5 \ ~ ~ 25 \ \ :i>~~ SIGN
INESS) 11 ro 1~5 s~ Fr s, ~ ~ RAMP ASPHALT TO (BUS ~ , r TIE TO EXISTING ,The contractor shall refer to the architectural EXIT PORCH `.<'>;>;sii>>>< 6 20 PARKING SPACES PER ROW plans for exact locations and dimensions of the
~ a.4~3 ncRES ~ TOP OF SIDEWALK s'~" TMS 186-27 ~ CURB is GUTTER m (120 MAX) (RE= ARCH) Vestibule, Garden Center sloped paving, porches,
I si~rdA~ D.B. 30-173 \ ~ PROPO EC ramps, truck dock, precise building dimensions, and OPO ED Storage
si~N~~ ~ eox ~ , 22 ~ ~ o/ ~ ooNr~~~~~~ ~ L MART SUPS CE WA exact utility entrance points. PE CENTER X1767 U
INTERSECTION , ~ ~ 19 TIP PEDE TRIAN C I72'SG 'C R 7. to si ns shall meet the criteria of the North 2 SG 0 s
i~rv ; ~ ~;a, Bt.oe. a S R ED S j s / ~ ~ h/ PED CROSSING. STRIPE WITH ±183 211 .S.I HEAVY DUTY p g 2~1 qS•F~ Carolina Department of Transportation and Manual on
# 130 ~ X-ING ~ , N,C. NWY, ~ a 4 TRIPES 45 , 24 O.C. S > ~ ;;^tti<<>::> ASPHALT Uniform Traffic Control Devices. M;~~>::>::>:<;
i / ~ ~ AsPNA~r ~ SIGN (TYPICAL) ROAD) ~ , a ~ BEACH (HOLDEN v . a:;.;::>::>::>:.:
~ ~ A q9 21 ~ ~ ~ 13 I PROVIDED 8, Place one (U aisle si n and post on the end of ;Ii< SETBACKS ~ REQU RED 9 each parking bay In the painted island as Indicated.
~ ~P / 4 EXISTING EXIT PORCH FRONT 20 FT ±309 FT Sae detail sheet for size, t e, etc,
~ \ i ~ sP ~ ~ ~ ~ ~ ANA I E BUILDING ' (RE= ARCH) yp ' LEFT 10 FT ±172 FT
~ EDGE OF V CCESS BL ~ ~ EXISTING NC SIGN (TYPJ 9. All parking spaces, unless otherwise noted, are to FT be 9.5' in width and 18' in depth, Existing parking
% ~ , A ~ ASPHALT ' , A RIGHT 10 FT 45 '`>>``r ~ to be restriped as shown.
/ i / \ 3 "~"<.>,>.:<i`" REAR 20 FT +79 FT
/ o ,V ~ \o / \ ~ ~ 317.33' - s ~ P RAM 17.33' NousE 10. Associate Arkin shall be striped white to 3 p 9
~ ti~ 0 \ \ 3~ MP V 0 ~ i distinguish it from patrons parking. 78,43' ~:~~~~:~<:>::::::»M. <>~.•>~~~:<:::::>::; HANDICAP PARKING
~ s~~w ` A ~ STANDARD PED ti~ DUTY X-ING ::::::T:.::::. 54' CON COMPACTOR PAD II. Striping for truck docks is to be 4" wide X 130'
\ ' ~ ~ IGN , , - ~ 2~ - (RE= ARCH) '?~>'>I!<« 17 SPACES REQUIRED long= 9'-4' apart centered on truck seals. (12 x36
17 SPACES PROVIDED
~ o TIRE/ AT-GRADE DOOR 12, All parking lot lighting poles and fixtures with TIRE/BATTERY ~ H) lams and required paint shall be provided by Anchor I ~ (RE ~ ARC p
~ , ' 22 26 !>1;<<< ,EXIT PORCH ~ ~ \ ~ ~ ~ >:<4::W>W::; ~ (RED ARCH) STOP STORAGE ~ and installed by the electrical contractor. The
~ ~ < ~ \ PED I>`>'> :.iiii::,;:::;:i:: ocN X-ING - ~ PARKING SPACE= electrical contractor shall rovide Anchor with a TRUCK WELL r~i
IGN S 0 F ENCED P WAL-MART STANDARDS one-yea warranty certificate. All incurred costs for iiiiyy„ receiving, unwrapping of factory painted poles, storage,
A \ 4 DISPLAY SEA ONAL :;.;i:;.ii::.iiiii .:i::> .::::.::::::::::,:;;>i; . ~ 4 ::::w: t::::::. / 8-BAY ° liability, warranty labor, etc, shall be included in the
\ ~ AREA EN AD G 1 t rice. '<>< t Ilation costs contras TLE ° Ins a p
~ ~ 22 489 SF. <'`'.:><::»'>` 6,251 S,F. • e ,
\ ~ s ~ TLE DIRECTIONAL HC RAMP cn \!~''''f'ff : i
i ~ •0 SIGN (BY OTHERS) ~ 54,33' r` ° . ,
63,33' i \ 68' ii..,.: 2 ~ 2 ?e ' .1 A \ p s e <iiil~
o :;i::..~'....::.:..: n:~::::::: nv i::: i."::.. ...H.. u,> •::;•:i;:::::: iv\viC:<Ci'i,ii'4iii:'ii:''i ::::f::.v..::.iiyY.viiii viilr:~,:. r.:.. :''i~~•iiY: .::':viii:iii;i: :::::::::::::::n;:::::c.""~:'::j. ::.~:::::;.r::::::::;;: ciiiii: ,v~ i. :C~ • y !M%:iy::•.:~ .n•.::,:i,}~,8t•~!t4nt::: • ~ ° • i ~ A
\'V' - y. ~7.~.`..... Gii;::;:<;iiii4:??i?3isSS::...'''iiiiiiYi)'::i'.:i:i:;o:"' . IbfV r..::::.::.~ J . ,'y:. 1^\•'F~:'ti:. f..n;v.4,Y::if~•i:.i~ ? ° ~ N A J.: S:i''S' F.C..
:~"3 C ..~......T.. f i::::::::::.y:::::::........ \ HEAVY DUTY v .:,.::;~;r.;;, ~H;y.'J,.::'i'f~'.l'~~0~,::'Si'"i:.iii'ri::v::i:i:C<i~n:~i%lli: ni:: A ~o • p AL MART TORES INC. W S
I 5 T PNAL A S 15 ;o. ~ :q' • i m ~ 2001 SE IOth Street
\ ~ s `ti STOP 00 s 14 e° A • TRUCK : . ,.p Bentonville, Arkansas 72712 14 0 °
~ ~ \ SIGN ° TURN=AROUND. , ~ 501-273-4000
~ 2~~ `"i~~`..;c:::<::;::::>::>s>"' ~i ~~9 45,028 SOFT. V ~ ~ ° : ~ -AREA.
~:::i>::>:..?:«:::>>z":.s:<r:;<::.':i:,i::>..~~`t:<:: 1.034 ACRES ~y cd 09 ~ ~ HEAVY DUTY / I. e. e n~ . CONCRETE /
\ V 3 e~ ~ 14 / SHALLOTTE BAPTIST `9 14 /
\ ~ ~ CHURCH .GATE I~ • ~ A \ T?dS 182-29 0 - - ~ /
~ ~ ~ " CHURCH D.B. 30-173 ~a - - - - - - - / F AI~J and KAU=FMAN, INC. R~L
\ i0i + ~ ~a / Engineers ~ Landscape Architects
~ a/ \ ~ 209 West Stone Avenue eld4 ` / Greenville, South Caolina 29609
~ o ~ \ ~ , 5 N/F / - 497
a 5ti9 ~ ~ SHALLOTTE BAPTIST 864-233 5 CHURCH / fax [phone]
TMS 182-31 / D.B. 30-173 /
rl C~N~ ~ ~ ~ QA~ ~ V WALK V ~ ~ '
/ Zoning = HB (Hlghlway Business District)
SIGN Address 4540 Maln Street
~ ` Shallotte, NC 28459 Deed Refi 18Z-325
~ ~A ~ ~ y ~ ; Plat Ref = Wal-Mart Stores, Inc.
\ ` ~ i Tax Map 18Z-325
~ V ~ \ i NSF ~ ~ SHALLOTTE BAPTIST Owner Wal-Mart Stores, Inc.
~ CHURCH ~ ~ TMS 182-30 2001 Southeast IOth Street
D.B. 580-553 PARKING SUMMARY Bentonville, AR 72712
BRUNSWICK COUNTY
PRE-EXPANSION 75,780 S.F, 485 SPACES 6.40/1000 S.F.
~ i ~ POST-EXPANSION 183,211 S.F, 816 SPACES 4,74/1000 S.F.

~ ~ \

~ AL-MART STORE =1767 W
Shallotte North Carolina

\ Drawn CAG FEK Job, 98.087 Drawing
pK Date' 10-29_98 of 5 Check

REVISIONS
a~ Ug 17 g-
Y PASS
PROPOSED PROPERTY LINE
~ ~ ~ SITE
b~~ ! ~ ti ~ s
3~~ \ 4~ ~ ?S S~ TMS 182-22.61 ;;:w~
i' 6 D.B. 799-643 / ~ 6~~ F ~ <:if~` 6
i~, ZONED: RAM 15 "~h ~ 6~, (RESIDENTIAL) I HEAVY DUTY Q
(k0 ~ I~ < CONCRETE ~^1 ~L'
_ ~ '-'1 TMS 182 26.0 ~ - ~ ~ ° 4 ~
~ N 08'05' 19" ~ D.B. 17-126 ~ . H ~ Eo~E of ~ 14'0519' W _ N 08°05' 19" W I , ° J5 0~ _ ° CITY LIMITS u y30
ZONED. B ~ r iNe w N s ANO Ar~R 300.84' (HIGHWAY BUSIN SS) / 92.00' 300.84' •i ~ . ' ~ TR /'~K a . ; ° ~.np, UC
15' B/L ° TURN-AROUND 15' B/L ° ~ ° •
~ A, AREA ° ` ° 13~'
~V ~ \ V A DETEN i ION POND ~ _ \ / ° ° ~ ° LOCATION MAP s . ° D.
~ tiy~, ~ / ~ LP ~ 'i •p ° i EDGE OF
p, TREE LINE 2~,,A 'tip ~ OVERLAY \ 9 ° ° 'g STANDING WATER C
A\ Tee. HEAVY DUTY i i
\ \ PEO. i' ~ ~ ASPHALT ~uA~o HEAVY DUTY \ . ~ RA,~ ASPHALT d DUTY ALT ° ' a. e i
~ .,gyp ~ - TIE TO EXISTING ~ <r ::::::}iaC>:,.
~ `0 0 GUTTER 3 rZ0 60 :5... ~ D <;£...;
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\ I ~~AISL ~ ~ ss~'-' I 16 0 '~,.:;:;:1::::ribi ; :iii;`.;( ° ~y ::<:::<:>:::«<>:<:,:::>::>::::>;: THI AREA CALL d, ~R~ ~ „>;::::<i:>:: BEFORE DIGGING IN S ,
\ ~ SIGN 1~,d~~;~Q,~ 4~ I 31 (TYPJ TI N CENTER
18 0 R Y 16'x103' COMPRESSO THE UTILITY PROTEC 0 iS0 SURFACE DOCK
EXISTING HOUSE CONC. PAD W/ >:.iiiiii:.i. ~`~'~~nn; I-800-632-4949 ~D W/ COMPACTOR PAD
\ 18 ASPHALT RAMP CNgIN LINK FENCE A7 5' .E A7 55.5' °::~5t:g:>:g;.gz#•u'• M-F 7 00 AM - 7 00 PM , . : : : : : : M. (12'x36') (RE= ARCH) `^~~;:i:>::::>::::>:;< = I ARCH)
,o S D PERIMETER (RE ~ ARCH) \ , 31 DUTY ~ Notes
~ 0 ASPHALT I 31
~ 42,67 173.67' - - ~ ~ ~ IS PED 143.b7' I. All dimensions, unless otherwise noted, are to face
' X-ING ~o,~ \ EXISTING of curb, face of building, or centerline of parking (STING ba ,
~ s 18 SIGN \ ~ BUILDING ;l I 0 ILDIN y G RAMP (RE= -
\ ~ ~ s ~ 0 GRADING PLAN) ~`~`~<°`<:>.><<>:°.:a> 2, Unless otherwise noted, pavement shau be standard ;~,,.r.::~.:;. LEGEND
~ i ~ duty asphalt.
\ ~ 0 30 ~ ~ a a co EXIT PORCH ~~H'"""'~~~~• "~r<'~~~:€ EXI TING PROPO ED DESCRIPTION
~ ~s ~ 12 EDGE OF NC SIGN ~ \s~ ~ EXISTING (RE= ARCH) 3, All handicap spaces are to receive a handicap ,,,;,;;>?I'r sign rnd a handicap symbol painted on the asphalt,
oo ~ wAt•MA~r ASPHALT (TYPJ ~ ~ PYLON CONCRETE PAVEMENT Stall(s) adjacent to the eight (8') foot striped aisles
\ %s \ \ sI~N 2 ~ 9 TRANSFORMER PAD + are to receive a "Van Accessible" sign n addition
\ ~ a 2~ PED ~ , ~ X ING T BY CONTRACTOR th above. SE to e W/ 2 AURD POST HEAVY DUTY ASPHALT
~ ~ ~ ~ ~ 9 ~ SIGN c~ 4. Unless otherwise noted, all curb and gutter shall
VAN ACCESSIBLE 154.26' urb a shown on the detail sheet. HANDICAP PARKING SPACE be type A c s
' A ~ ~ HC SIGN (TYP,) ~ \ / . \ ~ \ ~ ~ ~ • ~ ~ o. EXISTING WAL~MART STORE tt1767 NF
HWY. ~ 17 r , v N,C. \ ~ A~ o ~ ~ 2 -75.780 SF BETTY/CARTER _ 5. Cart COrraIS are t0 be provided by Wal-Mart. II:"'`!'"ii CONCRETE CURB S GUTTER TMS 182-25.01 The contractor shall assemble the cart carats and
~ ~ \ ~ ~~0 ~ FF EEV, -30.00' R/W) v ~ o 80 i>E'fiz`<il• ZONED: RM Wh f@ Indicated, 474 ::i:;;~q (RESIDENTIAL) place th@m On th8 Slfe plGn
r 5 \ ~ ~ 25 \ \ :i>~~ SIGN
INESS) 11 ro 1~5 s~ Fr s, ~ ~ RAMP ASPHALT TO (BUS ~ , r TIE TO EXISTING ,The contractor shall refer to the architectural EXIT PORCH `.<'>;>;sii>>>< 6 20 PARKING SPACES PER ROW plans for exact locations and dimensions of the
~ a.4~3 ncRES ~ TOP OF SIDEWALK s'~" TMS 186-27 ~ CURB is GUTTER m (120 MAX) (RE= ARCH) Vestibule, Garden Center sloped paving, porches,
I si~rdA~ D.B. 30-173 \ ~ PROPO EC ramps, truck dock, precise building dimensions, and OPO ED Storage
si~N~~ ~ eox ~ , 22 ~ ~ o/ ~ ooNr~~~~~~ ~ L MART SUPS CE WA exact utility entrance points. PE CENTER X1767 U
INTERSECTION , ~ ~ 19 TIP PEDE TRIAN C I72'SG 'C R 7. to si ns shall meet the criteria of the North 2 SG 0 s
i~rv ; ~ ~;a, Bt.oe. a S R ED S j s / ~ ~ h/ PED CROSSING. STRIPE WITH ±183 211 .S.I HEAVY DUTY p g 2~1 qS•F~ Carolina Department of Transportation and Manual on
# 130 ~ X-ING ~ , N,C. NWY, ~ a 4 TRIPES 45 , 24 O.C. S > ~ ;;^tti<<>::> ASPHALT Uniform Traffic Control Devices. M;~~>::>::>:<;
i / ~ ~ AsPNA~r ~ SIGN (TYPICAL) ROAD) ~ , a ~ BEACH (HOLDEN v . a:;.;::>::>::>:.:
~ ~ A q9 21 ~ ~ ~ 13 I PROVIDED 8, Place one (U aisle si n and post on the end of ;Ii< SETBACKS ~ REQU RED 9 each parking bay In the painted island as Indicated.
~ ~P / 4 EXISTING EXIT PORCH FRONT 20 FT ±309 FT Sae detail sheet for size, t e, etc,
~ \ i ~ sP ~ ~ ~ ~ ~ ANA I E BUILDING ' (RE= ARCH) yp ' LEFT 10 FT ±172 FT
~ EDGE OF V CCESS BL ~ ~ EXISTING NC SIGN (TYPJ 9. All parking spaces, unless otherwise noted, are to FT be 9.5' in width and 18' in depth, Existing parking
% ~ , A ~ ASPHALT ' , A RIGHT 10 FT 45 '`>>``r ~ to be restriped as shown.
/ i / \ 3 "~"<.>,>.:<i`" REAR 20 FT +79 FT
/ o ,V ~ \o / \ ~ ~ 317.33' - s ~ P RAM 17.33' NousE 10. Associate Arkin shall be striped white to 3 p 9
~ ti~ 0 \ \ 3~ MP V 0 ~ i distinguish it from patrons parking. 78,43' ~:~~~~:~<:>::::::»M. <>~.•>~~~:<:::::>::; HANDICAP PARKING
~ s~~w ` A ~ STANDARD PED ti~ DUTY X-ING ::::::T:.::::. 54' CON COMPACTOR PAD II. Striping for truck docks is to be 4" wide X 130'
\ ' ~ ~ IGN , , - ~ 2~ - (RE= ARCH) '?~>'>I!<« 17 SPACES REQUIRED long= 9'-4' apart centered on truck seals. (12 x36
17 SPACES PROVIDED
~ o TIRE/ AT-GRADE DOOR 12, All parking lot lighting poles and fixtures with TIRE/BATTERY ~ H) lams and required paint shall be provided by Anchor I ~ (RE ~ ARC p
~ , ' 22 26 !>1;<<< ,EXIT PORCH ~ ~ \ ~ ~ ~ >:<4::W>W::; ~ (RED ARCH) STOP STORAGE ~ and installed by the electrical contractor. The
~ ~ < ~ \ PED I>`>'> :.iiii::,;:::;:i:: ocN X-ING - ~ PARKING SPACE= electrical contractor shall rovide Anchor with a TRUCK WELL r~i
IGN S 0 F ENCED P WAL-MART STANDARDS one-yea warranty certificate. All incurred costs for iiiiyy„ receiving, unwrapping of factory painted poles, storage,
A \ 4 DISPLAY SEA ONAL :;.;i:;.ii::.iiiii .:i::> .::::.::::::::::,:;;>i; . ~ 4 ::::w: t::::::. / 8-BAY ° liability, warranty labor, etc, shall be included in the
\ ~ AREA EN AD G 1 t rice. '<>< t Ilation costs contras TLE ° Ins a p
~ ~ 22 489 SF. <'`'.:><::»'>` 6,251 S,F. • e ,
\ ~ s ~ TLE DIRECTIONAL HC RAMP cn \!~''''f'ff : i
i ~ •0 SIGN (BY OTHERS) ~ 54,33' r` ° . ,
63,33' i \ 68' ii..,.: 2 ~ 2 ?e ' .1 A \ p s e <iiil~
o :;i::..~'....::.:..: n:~::::::: nv i::: i."::.. ...H.. u,> •::;•:i;:::::: iv\viC:<Ci'i,ii'4iii:'ii:''i ::::f::.v..::.iiyY.viiii viilr:~,:. r.:.. :''i~~•iiY: .::':viii:iii;i: :::::::::::::::n;:::::c.""~:'::j. ::.~:::::;.r::::::::;;: ciiiii: ,v~ i. :C~ • y !M%:iy::•.:~ .n•.::,:i,}~,8t•~!t4nt::: • ~ ° • i ~ A
\'V' - y. ~7.~.`..... Gii;::;:<;iiii4:??i?3isSS::...'''iiiiiiYi)'::i'.:i:i:;o:"' . IbfV r..::::.::.~ J . ,'y:. 1^\•'F~:'ti:. f..n;v.4,Y::if~•i:.i~ ? ° ~ N A J.: S:i''S' F.C..
:~"3 C ..~......T.. f i::::::::::.y:::::::........ \ HEAVY DUTY v .:,.::;~;r.;;, ~H;y.'J,.::'i'f~'.l'~~0~,::'Si'"i:.iii'ri::v::i:i:C<i~n:~i%lli: ni:: A ~o • p AL MART TORES INC. W S
I 5 T PNAL A S 15 ;o. ~ :q' • i m ~ 2001 SE IOth Street
\ ~ s `ti STOP 00 s 14 e° A • TRUCK : . ,.p Bentonville, Arkansas 72712 14 0 °
~ ~ \ SIGN ° TURN=AROUND. , ~ 501-273-4000
~ 2~~ `"i~~`..;c:::<::;::::>::>s>"' ~i ~~9 45,028 SOFT. V ~ ~ ° : ~ -AREA.
~:::i>::>:..?:«:::>>z":.s:<r:;<::.':i:,i::>..~~`t:<:: 1.034 ACRES ~y cd 09 ~ ~ HEAVY DUTY / I. e. e n~ . CONCRETE /
\ V 3 e~ ~ 14 / SHALLOTTE BAPTIST `9 14 /
\ ~ ~ CHURCH .GATE I~ • ~ A \ T?dS 182-29 0 - - ~ /
~ ~ ~ " CHURCH D.B. 30-173 ~a - - - - - - - / F AI~J and KAU=FMAN, INC. R~L
\ i0i + ~ ~a / Engineers ~ Landscape Architects
~ a/ \ ~ 209 West Stone Avenue eld4 ` / Greenville, South Caolina 29609
~ o ~ \ ~ , 5 N/F / - 497
a 5ti9 ~ ~ SHALLOTTE BAPTIST 864-233 5 CHURCH / fax [phone]
TMS 182-31 / D.B. 30-173 /
rl C~N~ ~ ~ ~ QA~ ~ V WALK V ~ ~ '
/ Zoning = HB (Hlghlway Business District)
SIGN Address 4540 Maln Street
~ ` Shallotte, NC 28459 Deed Refi 18Z-325
~ ~A ~ ~ y ~ ; Plat Ref = Wal-Mart Stores, Inc.
\ ` ~ i Tax Map 18Z-325
~ V ~ \ i NSF ~ ~ SHALLOTTE BAPTIST Owner Wal-Mart Stores, Inc.
~ CHURCH ~ ~ TMS 182-30 2001 Southeast IOth Street
D.B. 580-553 PARKING SUMMARY Bentonville, AR 72712
BRUNSWICK COUNTY
PRE-EXPANSION 75,780 S.F, 485 SPACES 6.40/1000 S.F.
~ i ~ POST-EXPANSION 183,211 S.F, 816 SPACES 4,74/1000 S.F.

~ ~ \

~ AL-MART STORE =1767 W
Shallotte North Carolina

\ Drawn CAG FEK Job, 98.087 Drawing
pK Date' 10-29_98 of 5 Check