SW7070201_HISTORICAL FILE_20180102

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7(%���
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
KHISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

No-y� `"lam
Central Files: APS _ SWP
1 /2/2018
Permit Number SW7920413 Permit Tracking Slip
Program Category
Status.-
Project Type
State SW'
- _
Active -
New Project -
Permit Type
Version
Permit Classification
State Stormwater
- -
1.00
Individual
Primary Reviewer
- Permit Contact
Affiliation
bill.moore -
- -
Coastal SWRuIe -
-
- -
- -
CoastalStormwater-1988
-
Permitted Flow
Facility -
Facility Name
/
/ h`��
MajorlMinor
Region
`Walmart Shopping Center
/ D i, ^
Minor
Washington
Location Address
C
��.d5�7
County
Hertford
Owner
Owner Name
Wal-Mart Stores Inc
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Mark Goldsmith
2001 SE 10th St
Dates/Events Bentonville AR 72716055
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
4/20/1992 4/13/1992 4/20/1992 4/20/1992
Regulated Activities Requested /Received Events
State Stormwater - HD - Detention Pond
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

a

WAL=MART'
WAL-MART STORES, INC. 2001 SE 10th STREET BENTONVILLE, AR 72716-0550 479-204-3314
3/16/2009
Mr. Scott Vinson
NCDENR
943 Washington Square Mall
Washington, NC 27889
Certified Mail Receipt # 7001 1940 0002 9587 7039
RE: Stormwater Permit Rescission Request
Wal-Mart Store #1950-3 Ahoskie, NC
Storm Water General Permit Number: SW7070201
To Whom It May Concern:
MAR 2 3 Z009
Wal-Mart Stores East, LP respectfully requests that Stormwater permit # SW7070201 be rescinded. No
construction activities have taken place, and Wal-Mart has no plans for future construction activities on this site. I
am including a copy of the letter 1 am sending to Mr. Pat McClain to inactivate the ES&C plan associated with this
storniwater permit.
Wal-Mart does not own this property. The current property owner is REB Farms, Inc.:
Robert Brinkley
Farm Manager / Broker
REB Farms Inc.
252-332-6559 (fax and office phone share a line)
252-395-0398 (cell)
robert—[e-mail] embargmail.com or
[e-mail] (home email)
Thank you for the guidance and help you provided in getting this matter resolved.
If you have any questions or need further information, please do not hesitate to contact me at 479-204-3314 or by
E-mail at Mark. [e-mail]. Thank you for your time.
Sincerely,
Mark S. Goldsmith (CPESC)
Director of Stonnwater Compliance
Wal-Mart Stonnwater Coordinator 9635
Sam Walton Development Complex
2001 SE loth Street
Bentonville, Arkansas 72716-0550
Attachments (2)
cc: W-M Construction Manager
W-M Design Manager

I ;jg n; r!' G1
WAL-MART STORES, INC. 2001 SE 10th STREET BENTONVILLE, AR 72716-0550 479-204-3314
3/16/2009
Mr. Pat McClain
NCDENR
943 Washington Square Mall
Washington, NC 27889
Certified Mail Receipt # 7001 1940 0002 9587 6827
RE: Requst for ES&C Plan inactivation
Wal-Mart Store #1950-3 Ahoskie, NC
Storm Water General Permit Number: SW7070201
To Whom It May Concern:
Wal-Mart Stores East, LP respectfully requests that the ES&C permit associated with stormwater permit #
SW7070201 be inactivated, as this permit is being rescinded via a letter to Mr. Vinson. No construction activities
have taken place and Wal-Mart has no future plans for construction activities on this site.
Thank you for your help in getting this matter resolved.
If you have any questions or need further information, please do not hesitate to contact me at 479-204-3314 or by
E-mail at Mark. [e-mail]. Thank you for your time.
Sincerely,
Mark S. Goldsmith (CPESC)
Director of Stormwater Compliance
Wal-Mart Stormwater Coordinator 9635
Sam Walton Development Complex
2001 SE 1 Oth Street
Bentonville, Arkansas 72716-0550
Attachments (1)
cc: W-M Construction Manager
W-M Design Manager
�1nR 2 J 2009

RE: Ahoskic, NC 1950-03 Permit # SW7070201
Subject: RE: Ahoskie, NC 1950-03 Permit # SW7070201
Front: "Moriah Snoxhill" <[e-mail]>
Date: Wed, I I Mar 2009 12:04:02 -0500
To: "Scott Vinson' <Scott. V inson@ ncmail.net>
CC: 'Brandon Nikolish" <Brandon.Nikolish o wal-mart.com>
I will do so. I am currently waiting on information regarding the
current property owner, and will be sending the letters out as soon as I
receive it.
Moriah Snoxhill Stormwater Coordinator
Phone: [phone] Fax: [phone]
[e-mail]
Sam Walton Development Complex
2001 SE 10th St.
Bentonville, AR 72712
-----Original Message -----
From: Scott Vinson[mailto:[e-mail]]
Sent: Wednesday, March 11, 2009 12:01 PM
To: Moriah Snoxhill
Cc: Brandon Nikolish; Andres Forero
Subject: Re: Ahoskie, Me 1950-03 Permit # SW7070201
Moriah,
yes, this is the correct address. If you could also send a copy of your
letter to Mr. McClain asking to rescind the ESSC plan along with your
letter for rescission of the stormwater permit I would appreciate it.
Thank you,
Scott
Moriah Snoxhill wrote:
Mr. Vinson -
I am drafting a letter to submit to you requesting that the stormwater
permit be rescinded. Would you please confirm that the address this
letter needs sent to is: 943 Washington Square Mall Washington, NC
27889?
Thank you for all of your help with this matter!!
Moriah Snoxhill Stormwater Coordinator
Phone: [phone] Fax: [phone]
[e-mail]
Sam Walton Development Complex
2001 SE loth St.
Bentonville, AR 72712
-----Original Message -----
From: Pat McClain [mailto:[e-mail]]
Sent: Friday, March 06, 2009 2:58 PM
To: Moriah Snoxhill
Cc: Scott Vinson; Brandon Nikolish; Andres Forero
Subject: Re: Ahoskie, NC 1950-03 Permit # SW7070201
Moriah,
Land Resource can invalidate the plan if you so desire, provided
either
no land disturbing has been undertaken or if started that the site is
stabilized with a permanent ground cover.
In the event that you ask us to keep your file on active status
pending
a sale, then the new land owner would have to make written request
that
Ithe plan be transferred to them and Wal-Mart would also have to write
a
Iletter basically acknowledges the request to transfer the approval and
I of 3 3/17/2009 1:18 PM

RE: Ahoskie, NC 1950-03 Permit H SW7070201
states you have no objections. The easiests method from my
perspective
would be to ask that the plan be voided.
Scott Vinson wrote:
Moriah,
that's correct, but the letter can be signed by any vice president or
higher within the company. It does not necessarily have to be signed
by Eric Zorn, Executive VP. If you could also let us know in the
letter about Wal-Mart s the current or future ownership of the
property. If land disturbing activities have taken place, or if the
ES3C plan is to stay active, then the current or new owner of the
property will have to apply for a stormwater permit once wal-mart's
is
rescinded. You may want to contact Mr. Pat McClain with the Division
of Land Resources, Washington Regional Office, regarding your
Sediment 6 Control Approval for the site.
Scott
Moriah Snoxhill wrote:
Scott -
Thank you for your time in answering my questions about permit
terminations. My understanding is that if we need to terminate a
stormwater permit, Wal-Mart would need to write a formal letter
requesting that the permit be rescinded, including information
regarding our reason, if land disturbing actives have taken place,
Ithe property was sold and to whom, etc. This letter would need to be II
signed by the same person who signed the Notice of Intent.
Please let me know if my understanding is correct, and again, I
you for your help with this matter
Moriah Snoxhill Stormwater Coordinator
Phone: [phone] Fax: [phone]
[e-mail] <mailto:[e-mail]>
Sam Walton Development Complex
2001 SE IOth St.
Bentonville, AR 72712
C:\DATA\My Pictures\wmt sig save.gif
2 of 3 3/17/2009 l: I 8 PM

RE: Ahoskic, NC 1950-03 Permit # SW7070201
Subject: RE: Ahoskie, NC 1950-03 Pennit # SW7070201
From: "Moriah Snoxhill" <[e-mail]>
Date: Wed, I I Mar 2009 10:48:36 -0500
To: "Pat McClain" <Pat.McClain a ncmail.net>
CC: "Scott Vinson" <Scott. V i nson@ ncmail.net>, "Brandon Nikolish" <I3randon.Nikolish a wal-marl.com>, "Andres Forero"
<A [e-mail]>
Mr. McClain -
Thank you the information, and your help with this matter. The ESSC
permit will need to be invalidated as no construction activities have
taken place, and the project has been dropped. A letter is being
drafted to submit to Mr. Vinson to have the stormwater permit rescinded.
The address I have for both you and Mr. Vinson is:
943 Washington Square Mall Washington, NC 27889.
If you would please confirm that this is the correct address, I will
follow this e-mail up with a formal letter asking you to invalidate the
ES3C permit.
Again, thank you for your help with this matter, and the information
that you provided.
Moriah Snoxhill Stormwater Coordinator
Phone: [phone] Fax: [phone]
mori a h. snoxhi l [e-mail]
Sam Walton Development Complex
2001 BE loth St.
Bentonville, AR 72712
-----Original Message -----
From: Pat McClain[mailto:[e-mail]]
Sent: Friday, March 06, 2009 2:5B PM
To: Moriah Snoxhill
Cc: Scott Vinson; Brandon Nikolish; Andres Forero
Subject: Re: Ahoskie, NC 1950-03 Permit N SW7070201
Moriah,
Land Resource can invalidate the plan if you so desire, provided either
no land disturbing has been undertaken or if started that the site is
stabilized with a permanent ground cover.
In the event that you ask us to keep your file on active status pending
a sale, then the new land owner would have to make written request that
the plan be transferred to them and Wal-Mart would also have to write a
letter basically acknowledges the request to transfer the approval and
states you have no objections. The easiests method from my perspective
would be to ask that the plan be voided.
Scott Vinson wrote:
Moriah,
that's correct, but the letter can be signed by any vice president or
higher within the company. It does not necessarily have to be signed
by Eric Zorn, Executive VP. If you could also let us know in the
letter about Wal-Mart 5 the current or future ownership of the
property. If land disturbing activities have taken place, or if the
ESSC plan is to stay active, then the current or new owner of the
property will have to apply for a stormwater permit once Wal-mart's is
rescinded. You may want to contact Mr. Pat McClain with the Division
of Land Resources, Washington Regional Office, regarding your Erosion,
Sediment a Control Approval for the site.
Scott
Moriah Snoxhill wrote:
Scott -
Thank you for your time in answering my questions about permit
terminations. My understanding is that if we need to terminate a
stormwater permit, Wal-Mart would need to write a formal letter
requesting that the permit be rescinded, including information
regarding our reason, if land disturbing actives have taken place, if
I oft 3/17/2009 1:18 PM

RE: Ahoskie, NC 1950-03 Permit # SW7070201
the property was sold and to whom, etc. This letter would need to be
signed by the same person who signed the Notice of Intent.
Please let me know if my understanding is correct, and again, I thank
you for your help with this matter
Moriah Snoxhill Stormwater Coordinator
Phone: [phone] Fax: [phone]
[e-mail]<mailto:[e-mail]>
Sam Walton Development Complex
2001 BE loth St.
Bentonville, AR 72712
C:\DATA\My Pictures\wmt sig save.gif
This email and any files transmitted with it are confidential and
intended solely for the individual or entity to whom they are
addressed. If you have received this email in error destroy it
immediately.
Wal-Mart Confidential II
Pat McClain, PE
Land Quality Regional Engineer - Washington Region
NO Dept. of Environment and Natural Resources
943 Washington Square Mall
Washington, NO 27889
Office 252-946-6481, fax [phone]
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
2 of 2 3/17/2009 1:18 PM

RE: Ahoskie, NC 1950-03 Permit # SW7070201
This email and any files transmitted with it are confidential and
intended solely for the individual or entity to whom they are
addressed. If you have received this email in error destroy it
immediately.
Wal-Mart Confidential
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third
parties."
3 of 3 3/17/2009 1:18 PM

FREELAND and KAUFFMAN, INC.
EAG1/ mq • LAwscAPE ARawTEc s
March 16, 2007
To: Mr. Scott Vinson
North Carolina Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Re: Wal-Mart Supercen ter #1950-03
Ahosk/e, NC
Stormwater Review SW 7070201-Re-subm/ttal
Affiliate
_Freeland Kauffman
and Fredeen, Inc.
Bentonville, Arkansas
her,:; 1 p'1007
We are in receipt of your comment letter dated 3/ 13/07, and have enclosed the following
information:
o (2) sets of revised Pond Section Sheets, 23 & 24.
o (1) copies of page one of the updated Pond Supplement Sheets for each pond
o (1) Updated Stormwater Management Report, stamped and signed
Each of your individual comments are addressed as follows:
J
1. The larger 14" and 16" orifices have been moved up to El. 38.93 and 38.95, respectively,
and the pond section sheets and Stormwater Management Report has been revised
accordingly.
2. Page one of the Pond Supplement for each pond has been revised to reflect the new
Temporary Pool Elevation and Volumes, which is now sufficient to store the 1-inch runoff
volume for each drainage basin.
Please review this information for approval at your earliest convenience. Should you have any
questions or need additional information, please call me directly at [phone].
Thank you,
Todd Burnett
Freeland & Kauffman, Inc.
Enclosures
209 West Stone Avenue • Greenville, South Carolina 29609 • Telephone [phone] • Fax [phone]

r

Rc: �Val-Minn - Ahoskic
Subject: Re: Wal-Mart - Ahoskie
From: Scott Vinson <Scott. Vinson@ncmai I -net>
Date: Thu, 15 Mar 2007 16:18:49 -0400
To: Mike Ranks <[e-mail]>
CC: Todd Burnett < [e-mail]>, Lyn Hardison <[e-mail]>
Mike,
Wednesday, March 21 submittal date if good. Thanks,
Scott
Mike Ranks wrote:
We'll make the changes to provide the additional storage during the 1" water
quality event. I think we have a good chance of getting this done and shipped
you for receipt on Monday, but just in case could we please get an official
extension until Wednesday, March 21 for the resubmittal? I don't want to take
any chances of not getting this to you on time. Thanks for your review, and
we'll have new information to you shortly.
--Mike Ranks
Freeland and Kauffman, Inc.
864.672.3441
-------------------- ----------------------- -- ---
*From:* Scott Vinson [mailto:Scott.VinsonCacmll.nett
*Sent:* Thursday, March 15, 2007 1:47 PM
*To:* Mike Ranks
*Cc:* Todd Burnett; Lyn Hardison
*Subject:* Re: Wal-Mart - Ahoskie
to
Mike,
I'm afraid if you would go through the additional effort to do the proposed
modeling
of the pond, and I took the argument before our Stormwater Unit for proposal,
it would still not make a big enough difference to the unit. We have
historically required
that the 1" design volume be available between the permanent pool & temporary
pool. The other potential problem would be that we might have
to take this application out of our Express program and place it in our Routine
review program because of the additional time it would take to complete the
modeling and bring it before the group at our monthly meetings. It will take
time
and I'm sure several discussions among the group in order for us to consider
changing past policies on how the stormwater rules are implemented, with no
guarantee that the group will change policy on this particular design
requirement.
It seems a much easier task to raise the larger outlet orifices on the outlet
structures
then it would be to change existing policies that, to my knowledge, have not
changed
since 1995. If you do decide to make the requested changes and you need an
additional
few days to complete this, please write, I'll be glad to grant an extension to
the new March 19
deadline for submittal. Thank you & please call or write if you have any
questions,
Scott
Mike Ranks wrote:
1 of 4 3/15/2007 4:19 PIv

Rc: Wal-Mart - Ahoskic
Scott, I reviewed your below email, and listened to your viocemail to
Todd. We certainly understand the need to provide a conservative
design, and we want to be sure we get this correct.
My only thought is that if we could demonstrate to you that during a
worst -case scenario, assuming the lowest dewatering orifice is
completely blocked, that there are no significant negative impacts on
the pond discharges, would this satisfy the concern? If we can model
the pond to exclude the lowest dewatering orifice, and show what the
effect this scenario has on the 1" water quality event and the 2-year
storm event, could we satisfy you that the pond is adequately designed?
If not, we'll be happy to redesign the pond as you detail below. We
would obviously like to avoid doing this, as we don't have a lot of
vertical storage left in the pond now, but we will if needed. Thanks
for your time, and please call if you'd like to discuss.
--Mike Ranks
Freeland and Kauffman, Inc.
864.672.3441
-----Original Message -----
From: Scott Vinson[mailto:[e-mail]] Sent: Wednesday, March 14,
2007 2:46 PM
To: Mike Ranks
Subject: Re: Wal-Mart - Ahoskie
Mike,
could you pass this along to Todd Bernette as well, I don't have his
email.
I just wanted to follow up on the phone conversation I had earlier today
with Todd and a voice mail message that I have just recently left for
Todd.
To help clarify, the temporary pool elevation is viewed as that,
elevation located immediately above the permanent pool (small diameter
orifice elev.) where stormwater is allowed to drain out of the pond
whether by weir or larger orifice.
After re -reviewing the state stormwater rules to help determine if the
actual design or temporary pool volume could be minimally lowered to
account for the ongoing drainage of the pond during a rain event; The
minimum design storage volume must be available above the permanent pool
and at or below the temporary pool or first outlet above the small
diameter orifice. Also, the storage volume of the system shall be
calculated to provide for the most conservative protection of downstream
surface waters. If the minimum 1" design storm volumes are met at
elevations, 38.92(East pond) & 38.94(West pond) then the next outlet or
large orifices need to be located at, or above, these elevations.
It is understood that the pond will begin to drain as the rain event
occurs, however it has been a more conservative approach to provide for
the entire 1"
design volume between the permanent pool & temporary pool elevations.
2 copies of revised plan sheets 23 & 24 along with a revised page
1 of 4, of both Wet Detention Basin supplement forms, will need to be
submitted in order to show these minimum design requirements.
If you have any questions please call or write, Scott Vinson
Mike Ranks wrote:
Scott, I received your voicemail, and I appreciate the email that you sent
12 of 3/15/2007 4:19 PM

Re: Wal-M,-it - Ahoskie
l below. I'll take a look at our design this morning and will give jl
1!
you a call to let you know what I find out. Thanks.
--Mike Ranks
Freeland and Kauffman, Inc.
864.672.3441
-----Original Message -----
From: Scott Vinson[mailto:[e-mail]]
Sent: Tuesday, March 13, 2007 6:04 PM
To: Mike Ranks
Subject: Wal-Mart - Ahoskie
Mike,
I have one more revision that is needed before I can issue the Stormwater
Permit for this project. The request letter is attached below. Please call
or write if you have any questions.
Scott Vinson
----------------------------------------------------------------------
March 13. 2007
Mr. Mark Goldsmith, CPESC, Director of Stormwater Compliance
Wal-Mart Stores East, LP
1001 SE 10^th St. Dept. 44-9635
Bentonville, AR 72716-0550
Subject: Stormwater Review SW7070201
Wal-Mart Store #1950-03, Ahoskie
Hertford County
Dear Mr. Goldsmith:
This office received a Coastal Stormwater permit application and plans
for the subject project on February 6, 2007 with additional information
being received on March 5, 2007. A preliminary review of the project
indicates that before a State Stormwater permit can be issued the following
additional information is needed.
1) The larger 14" s 16" diameter outlet orifices located on the outlet
Istructures at elevation 38.80' causes the effective 1" storm volume to
3 of 4 3/ 15/2007 4:19 PM

Re: Wal-Mart - Alioskie ,,.. `�L
be dramatically lowered from elevations 39.9 & 40.0. It also causes the
drawdown of the design storm to be less than the 2 day minimum. Please
remove both of these larger diameter orifices from the outlet structures on
plan sheets 23 & 24. Please submit 2 copies of revised plan sheets 23 & 24.
2) Please remember to seal, sign & date any revised calculations and 2
sets of plan sheets.
The above requested information must be received in this office prior to
March 19, 2007 or your application will be returned as incomplete. The
return of this project will necessitate resubmittal of all required items
including the application fee. *If you need additional time to submit the
required information, please mail or fax your request for time extension to
this office at the Letterhead address.*
You should also be aware that the Stormwater Rules require that the permit
be issued prior to any development activity. Construction without a permit
is a violation of 15A NCAC 2H.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $10,000
per day.
Please reference the Stormwater Project Number above on all correspondence.
If you have questions, please feel free to contact me at
[phone].
Sincerely,
Scott Vinson
Environmental Engineer
Washington Regional Office
cc: Mike Ranks, PE - Freeland & Kaufman
Washington Regional Office
14 of 4 3/15/2007 4:19 PM

Re: Wal-Mart - Ahoskie
Subject: Re: Wal-Mart - Ahoskie
From: Scott Vinson <[e-mail]>
Date: Wed, 14 Mar 2007 14:45:43 -0400
To: Mike Ranks <[e-mail]>
Mike,
could you pass this along to Todd Bernette as well, I don't have his email.
I just wanted to follow up on the phone conversation I had earlier today
with Todd and a voice mail message that I have just recently left for Todd.
To help clarify, the temporary pool elevation is viewed as that elevation
located immediately above the permanent pool (small diameter orifice elev.)
where stormwater is allowed to drain out of the pond whether by weir or
larger orifice.
After re -reviewing the state stormwater rules to help determine if the actual
design or temporary pool volume could be minimally lowered to account for
the ongoing drainage of the pond during a rain event; The minimum design
storage volume must be available above the permanent pool and at or below the
temporary pool or first outlet above the small diameter orifice. Also, the storage
volume of the system shall be calculated to provide for the most conservative
protection of downstream surface waters. If the minimum 1" design storm
volumes are met at elevations, 38.92(East pond) & 38.94(West pond) then
the next outlet or large orifices need to be located at, or above, these elevations.
It is understood that the pond will begin to drain as the rain event occurs,
however it has been a more conservative approach to provide for the entire 1"
design volume between the permanent pool & temporary pool elevations.
2 copies of revised plan sheets 23 & 24 along with a revised page
1 of 4, of both Wet Detention Basin supplement forms, will need to be submitted
in order to show these minimum design requirements.
If you have any questions please call or write,
Scott Vinson
Mike Ranks wrote:
Scott, I received your voicemail, and I appreciate the email that you
sent below. I'll take a look at our design this morning and will give
you a call to let you know what I find out. Thanks. --Mike Ranks
Freeland and Kauffman, Inc.
864.672.3441
-----Original Message -----
From: Scott Vinson[ma.i.lto:[e-mail]] Sent: Tuesday, March 13, 2007
6:04 PM
To: Mike Ranks
Subject: Wal-Mart - Ahoskie
Mike,
I have one more revision that is needed before I can issue the
Stormwater Permit for this project. The request letter is attached
below. Please call or write if you have any questions.
Scott Vinson
March 13, 2007
Mr. Mark Goldsmith, CPESC, Director of Stormwater Compliance
I of 3 3/14/2007 2:46 PM

Re: Wal-Mart - Ahoskie
Wal-Mart Stores East, LP
1001 SE 10^th St. Dept. 44-9635
Bentonville, AR 72716-0550
Subject: Stormwater Review SW7070201
Wal-Mart Store #1950-03, Ahoskie
Hertford County
Dear Mr. Goldsmith: -
This office received a Coastal Stormwater permit application and plans
for the subject project on February 6, 2007 with additional information
being received on March 5, 2007. A preliminary review of the project
indicates that before a State Stormwater permit can be issued the
following additional information is needed.
1) The larger 14" & 16" diameter outlet orifices located on the outlet
structures at elevation 38.80' causes the effective 1" storm volume to
be dramatically lowered from elevations 39.9 & 40.0. It also causes the
drawdown of the design storm to be less than the 2 day minimum. Please
remove both of these larger diameter orifices from the outlet structures
on plan sheets 23 & 24. Please submit 2 copies of revised plan sheets 23
& 24.
2) Please remember to seal, sign & date any revised calculations and 2
sets of plan sheets.
The above requested information must be received in this office prior to
March 19, 2007 or your application will be returned as incomplete. The
return of this project will necessitate resubmittal of all required
items including the application fee. -If you need additional time to
submit the required information, please mail or fax your request for
time extension to this office at the Letterhead address.*
You should also be aware that the Stormwater Rules require that the
permit be issued prior to any development activity. Construction without
a permit is a violation of 15A NCAC 2H.1000 and North Carolina General
Statute 143-215.1 and may result in civil penalties of up to $10,000 per
day.
Please reference the Stormwater Project Number above on all
correspondence. If you have questions, please feel free to contact me at
[phone].
Sincerely,
Scott Vinson
Environmental Engineer
Washington Regional Office
cc: Mike Ranks, PE - Freeland & Kaufman
Washington Regional Office
12 of 3 3/14/2007 2:46 PM

Michael F. Easley, Governor
i William G. Ross Jr., secretary
rNorth Carolina Department of Environment and Natural Resources
i
.� Alan W. Klimek, P.E. Director
Division of Water Quality
March 13, 2007
Mr. Mark Goldsmith, CPESC, Director of Stormwater Compliance
Wal-Mart Stores East, LP
1001 SE 1& St. Dept. 44-9635
Bentonville, AR 72716-0550
Subject:
Dear Mr. Goldsmith:
Stormwater Review SW7070201
Wal-Mart Store 91950-03, Ahoskie
Hertford County
This office received a Coastal Stormwater permit application and plans for the subject project on
February 6, 2007 with additional information being received on March 5, 2007. A preliminary review of
the project indicates that before a State Stormwater permit can be issued the following additional
information is needed.
1) The larger 14" & 16" diameter outlet orifices located on the outlet structures at elevation 38.80'
causes the effective 1" storm volume to be dramatically lowered from elevations 39.9 & 40.0. It
also causes the drawdown of the design storm to be less than the 2 day minimum. Please remove
both of these larger diameter orifices from the outlet structures on plan sheets 23 & 24. Please
submit 2 copies of revised plan sheets 23 & 24.
2) Please remember to seal, sign & date any revised calculations and 2 sets of plan sheets.
The above requested information must be received in this office prior to March 19, 2007 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all
required items including the application fee. If you need additional time to submit the required
information, please mail or fax your request for time extension to this office at the Letterhead
address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
Sincerely
Scott Vinson
Environmental Engineer
Washington Regional Office
cc: Mike Ranks, PE — Freeland & Kaufman
Washington Regional Office N . Ca.
rtura
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet h2o.enr.state.nc.us 943 Washineton Souare Mall. Washiruncm. NC 27889 1-877-623-6748

FREELAND and KAUFFMAN, INC.
L../`R71/eER9 • LAwsk APE ARarmcrB
March 1. 2007
To: Mr. Scott Vinson
North Carolina Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Re: Wal-Mart Supercenter #1950-03
Aboskie, NC
Stormwater Review SW 7070201-Re-submittal
Affiliate
Freeland -Kauffman
and Fredeen. Inc.
Bentonville, Arkansas
MAR 0 5 2007
DWQ-WARM
We are in receipt of your comment letter dated 2/20/07, and have enclosed the following
information:
• (2) sets of drawings, stamped and signed
• (2) copies of the updated Pond Supplement Sheets for each pond
• (1) Copy of a letter stating Delegation of Authority
• (1) Updated Stormwater Management Report, stamped and signed
• (1) $1000.00 Re -Submittal Fee check, made payable to NCDENR
Each of your individual comments are addressed as follows:
1. A copy of the Delegation of Authority letter is included in this package.
2. The new, updated survey is included in the drawing set, showing that all improvements will
be located on the property to be purchased.
3. Additional Contours have been labeled on the Grading Plan, Sheet 20.
4. No vegetated filter strip needed, See note 5.
S. The average permanent pool depth was lowered by one foot from 3.5 to 4.5 ft. This
allowed us to use the 90%TSS SA/DA chart while maintaining the same Surface Area in
each pond. The grading plan and pond sheets have been revised appropriately, in addition
to the permanent pool sizing calculations in the hydrology study.
6. Requested drawings are included in the enclosed plan set. Temporary and permanent
seeding specifications can be found on sheets 9 and 10.
7. Additional wetlands vegetation and detailing has been added to the design. Refer to
sheets 23, 24, & 25.
8. The pond supplement sheets have been updated to show the change in the permanent
pool depth and the temporary pool elevations have been corrected.
209 West Stone Avenue • Greenville, South Carolina 29609 • Telephone [phone] • Fax [phone]

1
.P. � �
..
..
i .
i
-
I

9. Additional pond bottom elevations have been added on sheets 23 and 24.
10. The Basin Diagram on the pond supplement sheet has been completed for both ponds.
11. Requested note has been added to the Grading Plan, Sheet 20.
12. All drawings and reports have been signed and sealed.
13. A $1000.00 check made payable to NCDENR is included in this package.
Please review this information for approval at your earliest convenience. Should you have any
questions or need additional information, please call me directly at [phone].
Thank you,
Todd Burnett
Freeland & Kauffman, Inc.
Enclosures

MAR 0 5 2007
DELEGATION OF AUTIIORITY
DWQ-WARD
I, Eric S. Zorn, as Executive Vice President of Wal-Mart Stores, Inc.; Wal-Mart Stores
Texas, LP; Wal-Mart Stores East, LP; Wal-Mart Louisiana, LLC; WSE Management,
LLC ("WSE'); Wal-Mart Stores East, Inc.; Sam's East, Inc.; Sam's West, Inc.; and
Sam's PW, Inc.; and as President and Chief Executive Officer of Wal-Mart Real Estate
Business Trust; Wal-Mart Realty Company, Wal-Mart Property Company; Sam's Real
Estate Business Trust; and Sam's Property Company (hereinafter collectively referred to
as "the Company', hereby delegate to Mark Goldsmith the authority to sign any and all
documents relative to or required by any storm water construction general or individual
permit issued or promulgated by the United States Environmental Protection Agency, or
by a state or local agency with authority to regulate storm water discharges from
construction sites.
This delegation includes, without limitation, the authority to sign Notices of Intent, Storm
Water Pollution Prevention Plans, reports, certifications, Notices of Termination, or any
other information or document required to be signed by the Company as a permittee
! under the terms of any of the above described permits.
This delegation is made pursuant to the following:
' - :----:- Wal-Mart Stores, Inc. - - . - - -
Article IV, Section 3 of its by -taus..
Wal-Mart Real Estate Business Trust
Article VII, Section 7 of its by-laws
Wal-Mart Realty Company
Article VII, Section 7 of its by-laws
! Wal-Mart Property Company
Article VII, Section 7 of its by-laws
Wal-Mart Stores Texas, LP
Article 3, Section 3.3 of the WSE operating agreement
Wal-Mart Stores East, LP
Article 3, Section 3.3 of the WSE operating agreement
Wal-Mart Louisiana, LLC
Article lH, Section 3.3 of its operating agreement
WSE Managcmcnt, LLC
Article 3, Section 33 of its operating agreement
! Wal-Mart Stores East, Inc.
Article VII, Section 7 of its by-laws
Sam's Real Estate Business Trust
Article VII, Section 7 of its by-laws
Sara's East, Inc.
Article VII, Section 7 of its by-laws
Sam's West, Inc.
Article VII, Section 7 of its by-laws
Sam's Property Company
Article VII, Section 7 of its by-laws
Sam's P W, Inc.
Article XI, Section 6 of its by-laws
This delegation shall supersede and revoke any signature authority previously given to
Mark Goldsmith effective as of the date below.
Eri . Zo Executive Vice President
President and Chief Executive Officer
Subscribed and sworn before me this /J`ly of
My commission ex
[Notary Seal]
i--- sdo;zry Puplic
2006.
Approv a o gal terms only
by
WAL A 'ECAL DEFT.
Date:_

FREELAND AND KAUFFMAN INC
219 WEST STONE AVENUE
GREENVILLE, SC 29609
�O1F. �`-i-k
�o
1497
66-11671531
�cr1n
DATE CX b1 (�-O7
$ 1, CO3
((j�United OQU ARS
I:c� —ty Bark
11800It. 97u• i:053 i i 1674�: -
.NE I V ED
MAR 0 51007
Pi20J#_ DWQ
Y�

II a')
F W A7F
Michael F. Easley, Governor
7
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
--I
- -�
Alan W. Klimek P.E. Director
Division of Water Quality
February 20, 2007
Mr. Mark Goldsmith, CPESC, Director of Stormwater Compliance
Wal-Mart Stores East, LP
1001 SE IOth St. Dept. 44-9635
Bentonville, AR 72716-0550
Subject: Stormwater Review SW7070201
Wal-Mart Store #1950-03, Ahoskie
Hertford County
Dear Mr. Goldsmith:
This office received a Coastal Stormwater permit application and plans for the subject project on
February 6, 2007. A preliminary review of the project indicates that before a State Stormwater permit can
be issued the following additional information is needed.
�1) The signing official of the stormwater application and wet detention basin supplement form
should be a managing partner within Wal-Mart Stores East, LP or an original signed letter from
the managing partner giving Mr. Goldsmith authority to sign the application and supplement form
can be submitted.
i 2) The West Retention pond seems to be located outside the property line when comparing the
Topographic Survey, sheet 1 of 1, to plan sheet no. 21. Please verify and submit revised plans
and narrative as needed.
., 3) Please label addition contour lines around the 2 wet ponds, in especially the permanent pool and
bottom elevations either on plan sheet 21 or on an additional "blow up" plan sheet.
✓4) The wet pond design based on use of the 85%TSS table requires that a 30 foot long vegetated
filter be provided at the outlet to the ponds in accordance with stormwater rules 15A NCAC 2H
.1008 (c) (4) & .1008 (f). Please show on plan sheets and provide a cross sectional detail
showing elevations, length, width, energy dissipation, distribution device (flow spreader), etc.,
Please note that permanent pool surface areas designed with 90%TSS removal are not required to
have this 30' vegetated filter.
5) Please see the attached wet pond design calculations for appropriate SA/DA ratio determination,
In both cases, the provided SA/DA ratio was higher than minimally required, but if a re -design of
the 90%TSS ponds are considered then this attachment will help. There is also an additional
example presented in the BMP manual.
6) Please provide the plan sheets for the erosion control measures, landscape plans & details, and
especially those with the temporary & permanent seeding specifications for grassed slopes.
7) There are only two (2) types of wetland plants specified to be planted around the 6:1 vegetated
shelf. Please provide a few more types of plants for diversity. Please also include a planting plan
or specifications so the contractor knows what soil amendments may be needed, spacing, when to
plant, etc..
No `hCar
✓ Wur(.
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.encstate.nc.us 943 Washington Souare Mall, Wmhinemn. NC 27889 1-877-623-6748

8) Please note that the temporary pool elevation given on the supplement form for both ponds
should be the elevation of the lowest overflow weir above the small diameter drawdown orifice.
The East Pond temporary pool elevation is 39.9, not 41.7 and the West pond's is 40.0 not 41.6.
9) Please provide the pond bottom elevations on sheet 25 for the West Retention pond cross section.
10) Please fill in the "Basin Diagram" elevations on page 3 of 4 of the Wet Detention basin
supplement form for both ponds.
11) Please delineate all wetlands within the property boundary or specify that the only wetlands
located on the property is associated with the stream bank on site.
12) Please remember to seal, sign & date any revised calculations and 2 sets of plan sheets.
13) Please provide the 25% additional information fee associated with the Express Stormwater
Review Program of $1,000.00 by check made payable to "NC DENR".
The above requested information must be received in this office prior to February 28, 2007 or
your application will be returned as incomplete. The return of this project will necessitate resubmittal of
all required items including the application fee. If you need additional time to submit the required
information, please mail or fax your request for time extension to this office at the Letterhead
address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 21-1.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
Sincerely,
colt Vinson
Environmental Engineer
Washington Regional Office
cc: Mike Ranks, PE — Freeland & Kaufman
Washington Regional Office

WET POND EXAMPLE
.DRAINAGE AREA= 10 ACRES (including 1 acre offsite)
IMPERVIOUS AREA= 6 ACRES (including 20,000 sf offsite @full buildout)
PERCENT IMPERVIOUS, (I )= . 6 =10 = .6 OR 60%
Use a 5 foot deep pond, 85% TSS (a vegetated filter is required) SA/DA = 3.2% (.032)
MINIMUM REQUIRED SURFACE AREA AT PERMANENT POOL
= .032 X 10 ACRES=13,939 SQUARE FEET
MINIMUM REQUIRED VOLUME (Simple Method by Tom Schueler-preferred by DWQ)
Rv=.05+.009 (60)=.59
VOLUME = (1" /12") X .59 X 16 X 43,560 = 21,417 CUBIC FEET
SURFACE AREA PROVIDED AT PP=14,700 SQUARE FEET (>13,939) (ELEV = 15)
NEED AT LEAST 21,417 CUBIC FEET OF STORAGE (219417-14,700=1.46'), USE 1.5'
SET ELEVATION OF TEMPORARY POOL =15 + 1.5 = 16.5'
SURFACE AREA AT 16.5 = (219' X 27) + (219' x 52.5') = 17,411 SQUARE FEET
VOLUME PROVIDED = ((14,700 + 17,411) - 2) X (16.5 - 15) = 24,083 CF (>21,417)
FOREBAY VOLUME
PERMANENT POOL VOLUME = 39,927 CUBIC FEET
Cote) FOREBAY VOLUME REQUIRED = .2 (39927) = 7,985 CUBIC FEET
FOREBAY VOLUME PROVIDED= 8,065 CUBIC FEET (3' deep forebay)
ORIFICE SIZING
Q, = 21417-172800 = .12 CFS (Flowrate required for a 2 day drawdown)
Qs = 21417 _ 432000 = .05 CFS (Flowrate required for a 5 day drawdown)
CHOOSE A 2" CIRCULAR ORIFICE, AVERAGE HEAD = (15- (1/2)(2"/12))/2=.709'
AREA = .0218 FTz Q = CD A 2gh Q=.09 CFS (.05<.09s.12)
6

r .
Re: Wal-Mart in Ahoskie
mailbox: ///Cl/Documents%20and%2OSctti ngs/Owner/Application%...
Subject: Re: Wal-Mart in Ahoskie
From: Scott Vinson <[e-mail]>
Date: Mon. 26 Feb 2007 13:02:50 -0500
To: Mike Ranks <mranks a fk-inc.com>
Mike,
this Friday, March 2, would be fine. Please call or write if
you have any questions or need a couple of more days.
Scott
Mike Ranks wrote:
Scott, this is the first we have seen of these comments, so we appreciate your emailing them
on to us. It wouldn't surprise me if the hard -copy of the comment letter gets to us in the
mail today, but as of right now we haven't gotten it. I've read through the comments you made
below and I don't see anything that should take us too long to address. If we could get our
submittal deadline pushed to Friday of this week (3/2), that should give us sufficient time
to get everything addressed and back into you. Please let me know it this is acceptable, and
we'll get to work on the information you have requested. Thank you.
--Mike Ranks
Freeland and Kauffman, Inc.
864.672.3441
----------------------------------------------------
. From: ` Scott Vinson [ir..a. tl '..-Wt. V1", 111` 1.,'m., 1. ]
-Sent:` Monday, February 26, 2007 12:43 PM
-To:* Mike Ranks
r Subject:` Wal-Mart in Ahoskie
Mike,
I normally try and send an email with the additional information request
letter attached so that consultants can get a quick start of the needed information.
I can't seem to find a record of sending you an email, but hopefully
the letter has gotten to you by now. Please write if you need an
extension to Wednesday's due date. Below is the letter.
Scott Vinson
NCDENR - DWQ
(2521 948-3848
----------------------------------------------------------------------_------------
February 20, 2007
Mr. Mark Goldsmith, CPESC, Director of Stormwater Compliance
Wal-Mart Stores East, l.P
1001 SE 10^th St. Dept. 44-9635
Bentonville, AR 72716-0550
<!--[if !supportEmptyParasl-->
Subject: Stormwater Review SW7070201
Wal-Mart Store 91950-03, Ahoskie
Hertford County
<!--[if !supportEmptyParasl-->
Dear Mr. Goldsmith:
<!--[if !supportEmptyParasl-->
This office received a Coastal Stormwater permit application and plans for the subject
project on February 6, 2007. A preliminary review of the project indicates that before a
State Stormwater permit can be issued the following additional information is needed.
1 of 3 2/27/2007 3:06 PM

Re: Wal-Mart in Ahoskic
<!--[i.f !support EmptyParas)-->
mai Ibox:///Cl/Doc umen[s%20and%20Setti ngs/Owner/Application%..
<!--[if !supportLists]-->1) <!--[endif]-->The signing official of the stormwater application
and wet detention basin supplement form should be a managing partner within Wal-Mart Stores
East, LP or an original signed letter from the managing partner giving Mr. Goldsmith
authority to sign the application and supplement form can be submitted.
<!--[if !supportLists]-->2) U --[endif]-->The West Retention pond seems to be located outside
the property line when comparing the Topographic Survey, sheet 1 of 1, to plan sheet no. 21.
Please verify and submit revised plans and narrative as needed.
<!--[if !supportLists)-->3) <!--[endif)-->Please label addition contour lines around the 2
wet ponds, in especially the permanent pool and bottom elevations either on plan sheet 21 or
on an additional "blow up" plan sheet.
<!--[if !supportLists]-->4) <!--[endif]-->The wet pond design based on use of the 859TSS
table requires that a 30 foot long vegetated filter be provided at the outlet to the ponds in
accordance with stormwater rules 15A NCAC 2H .1.008 (c) (4) 6 .1008 (f). Please show on plan
sheets and provide a cross sectional detail showing elevations, length, width, energy
dissipation, distribution device (flow spreader), etc.. Please note that permanent pool
surface areas designed with 908TSS removal are not required to have this 30' vegetated
filter.
<!--[if !supportLists[-->5) <!--[endif]-->Please see the attached wet pond design
calculations for appropriate SA/DA ratio determination. In both cases, the provided SA/DA
ratio was higher than minimally required, but if a re -design of the 904TSS ponds are
considered then this attachment will help. There is also an additional example presented in
the BMP manual.
<!--[if !supportLists]-->6) <!--[endif]-->Please provide the plan sheets for the erosion
control measures, landscape plans a details, and especially those with the temporary a
permanent seeding specifications for grassed slopes.
<!--[if !supportLists]-->7) <!--(endif]-->There are only two (2) types of wetland plants
specified to be planted around the 6:1 vegetated shelf. Please provide a few more types of
plants for diversity. Please also include a planting plan or specifications so the contractor
knows what soil amendments may be needed, spacing, when to plant, etc..
<!--[i£ !supportLists]-->B) <1--[endif]-->Please note that the temporary pool elevation given
on the supplement form for both ponds should be the elevation of the lowest overflow weir
above the small diameter drawdown orifice. The East Pond temporary pool elevation is 39.9,
not 41.7 and the West pond's is 40.0 not 41.6.
<!--[if 'supportLists]-->9) <!--[endif]-->Please provide the pond bottom elevations on sheet
25 for the West Retention pond cross section.
<!--[if !supportLists)-->101 <!--[endif)-->Please fill in the "Basin Diagram" elevations on
page 3 of 4 of the Wet Detention basin supplement form for both ponds.
<!--[if !supportLists]-->11) <!--[endif)-->Please delineate all wetlands within the property
boundary or specify that the only wetlands located on the property is associated with the
stream bank on site.
<!--[if !supportLists]-->12) <!--[endif]-->Please remember to seal, sign 5 date any revised
calculations and 2 sets of plan sheets.
<!--[if !supportLists)-->13) <!--[endif]-->Please provide the 25% additional information fee
associated with the Express Stormwater Review Program of $1,000.00 by check made payable to
"NC DENR".
<!--[if !supportEmptyParas]-->
The above requested information must be received in this office prior to February 28, 2007 or
your application will be returned as incomplete. The return of this project will necessitate
esubmittal of all required items including the application fee. 'If you need additional time
to submit the required information, please mail or fax your request for time extension to
this office at the Letterhead address.
<+.--1if !supportFJriptyParas)--> -
"'ou should also be aware that the Stormwater Rules reauire that the permit be issued prior to
1 2 of 3 2/27/2007 3:06 PM

F& Wal-Mart in Ahoskic
mailbox:///Cl/Documents%20and%2OSettings/Owner/Applicat ion°/,...
any development activity. Construction without a permit is a violation of 15A NCAC 2H.1000
and North Carolina General Statute 143-215.1 and may result in civil penalties of up to
$10,000 per day.
<!--[if !supportEmptyParas]-->
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at (252) 94B-3848.
<!--[if !supportEmptyParas]-->
Sincerely,
<!--[if !supportEmptyParas)--> <!--[endif]-->
<!--[endif)-->
Scott Vinson
Environmental Engineer
Washington Regional Office
<!--(if !supportEmptyParas]-->
cc: Mike Ranks, PE - Freeland & Kaufman
Washington Regional Office

North Carolimi Secretary of State
htip://www.sccretary.state. nc.ustcorporations/Corp.aspx?Pitemld=54..
CORPORATIONS
North Caroline
Elaine F Marshal! DEPARTMENT 01= -1.1IE
Secretary SECRETARY of: STATE
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PC'- R.:s •1.9h22 Raleigh. NC: 27626-06:22 i97S: ;gil?-�DC:i
Date: 2/19/2007
Click here to:
View Document Filings I
Corporation Names
Name
Name Type
NC Wal-Mart
Legal
Stores East, LP
NC Wal-Mart
Stores East I,
Prev Legal
Limited
Partnership
NC Wal-Mart
Prev Home State
Stores East, LP
S
Limited Partnerships Information
SOSID:
0613316
County:
Unknown
Status:
Current -Active
Date Formed:
11/9/2001
Citizenship:
Foreign
State of Inc.:
DE
Duration:
Perpetual
Registered Agent
Agent Name:
CT Corporation System
Registered
225 Hillsborough Street
Office Address:
Raleigh NC 27603
Registered
225 Hillsborough Street
Mailing Address:
Raleigh NC 27603
Principal Office
702 SW 8th Street
Address:
Bentonville AR
72716-0555
Principal Mailing No Address
Address:
I of 2 2/19/2007 5:33 PM

North Carolina Secretary of State
http://www. scc mtary. stale. nc. us/corpolations/Co tp.aspx?Pitcnild=54..
For auestions or comments about the Secretary of State's web site, please send e-mail to Webmaster.
2 of 2 2/19/2007 5:33 PM

WDENK
North Carolina Department of Environment and Natural Resources
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s). Fax or email this completed form along with a narrative
and vicinity map of the project location to the appropriate One -Stop Coordinator:
• Fayetteville or Raleigh Region -David Lee 919-7914203; david.lee(@ncmail.net• DR -
Mooresville & Asheville Region -Patrick Grogan 704-663-3772 or patrick grogan(incmailm ECEI VE E
• Washington Region -Lyn Hardison 252-946-9215 or Iyn.hardisonAncmail.net
Wilmington Region -Cameron Weaver 910-350-2004 or cameron.weaver(o)ncmail.net FEB 6 2007
Project application received after 12 noon will be stamped in the following work day.
APPLICANT Name M4A"
Company (,VA4-01.4Rr
72713
Phone Y7j- 273-8`/Y3 Fax Email
PROJECT SYSTEM(S) TRIBUTARY TO SURFACE WATER CLASSIFICATION G
PROJECT Name w tc-Maar SuPE2 CENTEQ :f lSsy °3 County NeRrrarp
1-
State or National Environmental Policy Act (SEPA, NEPA) - EA or EIS Required ❑Yes ❑ No
❑ STREAM ORIGIN Determination: of Stream calls; Stream Name Arloshrs CREEK
❑ STORMWATER ❑Low Density 'A High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
WETLANDS MUST BE ADDRESSED BELOW
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
aueruer#:MFMT I-1 Uoland Development ❑ Marina Development ❑ Urban Waterfront
.... — l4`5 L
n LAND QUALITY KErosion and Sedimentation Control Plan with �9 acres to be disturbed.(CK #A�Mlffor DENR use)
WETLANDS (401): Check all that apply Isolated wetland on Property ❑ Yes LJ No
Wetlands on Site ❑ Yes ❑ No 1 Buffer Impacts: ❑ No ❑ YES: acre(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No I Minor Variance: ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
US ACOE Approval of Delineation completed: ❑ Yes ❑ No 401 Application required: ❑Yes ❑ No If YES, ❑ Regular
404 Application in Process w/ US ACOE: ❑ Yes ❑ No I Permit Received from US ACOE ❑ Yes ❑ No
Perennial, Blue line stream, etc on site ❑ yes ❑ No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application fee, to be
charged for subsequent reviews due to the insufficiency of the permit applications.
-0-3zln'FS e For DENR use only
Fee Split for multiple permits: (Check # r 3 ) Total Fee Amount S 4000
SUBMITTAL
Fee
SUBMITTAL DATES
Fee
DATES
CAMA
❑ Maj; ❑ Min)
SW HD; ❑ LD
2-6-c-7
�! b.b�
L401:
LQS
2-b-o1
3 9.3 3
er,_

FREELAND AND KAUFFMAN INC
209 WEST STONE AVENUE
GREENVILLE, SC 29609
1393
66-1167/531
DATE 1h!Ql(5q
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W
Via Federal Express
August 17, 2006
FEB 6 2007
DWQ-WARD
US Army Corps of Engineers WaRO
107 Union Drive, Suite 202
Washington, North Carolina 27889-1000
Attention: Mr. Josh Pelletier
Re: Request For Jurisdictional Determination
Proposed Wal-Mart Site
Highway 13
Ahoskie, North Carolina
H&H Job No. FAK-072
Dear Mr. Pelletier:
1.0 Introduction
Harrr & HAMN,
No.�az.J,,',
2923 South Tryon Scree
Suite 100 Charlo¢c, NC
29203-5449
,04-580-0,007 phone
-104.-586.0373 fax
w,m h a r t h i c k m a n.. c o: n
Hart & Hickman, PC (H&1-1) performed a survey for streams and wetlands for a proposed Wal-
Mart site` in-Ahoskic, Hertford County, North Carolina (Figure 1). The assessment was
conducted on May 23, 2006 on approximately 23.9 acres of primarily undeveloped agricultural
land located south of the split between Highway 13 and Highway 561. A copy of H&H's agent
authorization is provided in Appendix A.
2.0 Stream Survey
In order to evaluate the potential presence of streams on the subject site, H&H conducted the
following activities:
a reviewed the USGS 7.5-minute topographic map with coverage of the subject property
area;
5 NA..%Wla ftcsnOfrcdza Kauff=nVAK.02A %kk Wuhan wc:L W%v Mlcrrt nt''XaW Ie M

Mr. Josh Pelletier
August 17, 2006
Page 2
C reviewed the Soil Survey of Hertford County obtained from the Natural Resources
Conservation Service (NRCS) field office located in Winton, NC; and
• conducted a visual inspection of the site for potential streams and completed stream
assessment forms.
USGS 7 5-Minute Topographic Map
H&H reviewed the USGS 7.5-minute topographic map with coverage of the subject property
area. According to the USGS map, no streams are identified on the subject property (Figure 1).
Although no streams are identified o❑ the subject property, topography on the map indicates that
a drainage feature is present along the northeastern, eastern, and southeastern portions of the
subject site and a swamp area is depicted southwest of the subject property.
Hertford County Soil Survev
Il&H reviewed the Soil Survey of Hertford County to determine if a surface water feature is
depicted on the soil survey map (Figure 2). No surface water features are depicted on the subject
property in the soil survey.
Site -Specific Stream Evaluation
On May 23, 2006 H&H conducted a site specific survey of the subject property for jurisdictional
streams and completed with North Carolina Department of the Environmental and Natural
Resources (DENR) Division of Water Quality (DWQ) guidance forms. Photographs of an
identified on -site stream and drainage ditch are included in Appendix B. H&H's findings for the
potential stream and drainage ditch are summarized as follows:
Northeastern and Eastern Drainage flitch- H&H observed a drainage ditch located in the
northeastern portion of the site and along the eastern property boundary (photograph #I). The
drainage ditch contained less than I -inch of water of standing water at the time of the site visit
and appears to receive stormwater from the subject property and from Highway 13. The
northeastern and eastern drainage ditch intersects with an off -site drainage feature at a location
on the eastern property boundary.
,ftMrl & Hi(kmdn
A PgpRl9i6NaL CpgppgpMly

Mr. Josh Pelletier
August 17, 2006
Page 3
Southeastern Intermittent Stream — H&t-1 observed that surface water was flowing from the off -
site drainage ditch (mentioned above) and into the northeastern and eastern drainage ditch at this
location on the eastern property boundary. At this location, H&H noted that the northeastern and
eastern drainage ditch appeared to develop characteristics of an internmittent stream (photograph
#2). Utilizing the DWQ Stream Identification Form (Version 3.1), H&H verified that the
southeastern stream has the geomorphology, hydrology, and biological characteristics necessary
to classify the water body as all intermittent stream. The stream length on the subject property is
approximately 775 f. These characteristics were absent upgradient of the intersecting drainage
ditches. This intersection appears to demark the transition from an ephemeral stream to an
intermittent stream on the subject property.
Copies for the DWQ Stream Identification Forms for the northeastern and eastern drainage ditch
and the Southeastern Intermittent Stream arc provided in Appendix C. In addition, the on -site
drainage ditch and stream are depicted on a Wetland Survey revised July 17, 2006 and provided
in Appendix D.
3.0 Potential Wetlands
H&J-1 reviewed a US Fish and Wildlife Service (FWS) National Wetlands Inventory (NWI) map
on the NWI Mapper website. Based upon a review of the NWI map, no potential wetland areas
are depicted on the subject property (Figure 3). However, a site -specific survey is necessary to
evaluate the presence or absence of wetlands.
On May 23, 2006, H&H performed a wetland survey on the property in accordance with the
1987 Corps manual. A wetlands must meet the three criteria of hydrology, hydric soils, and
hydrophytic vegetation. H&H noted that although wetland characteristics appear to be present
on property located approximately 100 fir southwest of the subject site (photograph #3), it does
not appear that potential wetland areas are present on the subject site (photograph #4).
Hart & Hickman
n avorxemor.w canrroasnan

Mr. Josh Pelletier
August 17, 2006
Page 4
We would appreciate your response to this request for a jurisdictional determination. If you have
any questions or comments, please contact us.
Very truly yours,
flart & Hickman, PC
att "Bramblett, PE
Principal and Project Manager
A01
Matt Ingalls
Sr. Environmental Scientist
Attachments
Cc: Mr. Kyle Barns, NC DENR Washington, NC Regional Office
- Mr. Kim Kauffinan, Freeland and Kauffman, Inc.
Hart & Hickman
P PPOfi00�ONa� COPAPnnO.N

'x`t- `^.r�''2fa3 � � s�-..; � � �y`�
mc� '}�z�@. y.y �* A4�4.- .'�i � � �'i _y -sY4:
W i � � .xgn�2

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i
i'.
APPROXIMATE TITLE
0 2000 4000 SITE LOCATION MAP
/ SCALE IN FEED PROJECT
PROPOSED WALMART SITE
A.HOSKIE, NORTH CAROLINA
U.S.G.S. QUADRANGLE MAP
AHOSKIE, NC 598F:
OUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
ga��l & �ielcmaIl 292J Soclh Tryon S1eea Sc�e �00
Chedortq North C oLv 2820J
h aaoFrneis+x conavrunou 10aS80000: (p) 1p<.SOb0313 (Q
DATE: 8-17-06 REVISION NO: 0
JOB NO: FAK-072 FIGURE NO: 1

1,
j.
SITE
1
/
l
Iv
so ,
cl
V,--�
Iv, I
t e
ti
soea .00e acoc z02
om i'leci : v'J _ _-arimc,i ct ?rr!o."h-r=
ON
F' igurc: 2
soil Map
q Hdf Q HickMdp 2923 Chwloru,N.Y Ca,«iaswicloo PROPOSED WALMART SITE
Y A 1LUl t�lll 11704-58-OG07O70451n60373 AHOSKIE SOUTH CAROLINA
� A PRC1FE9910NTL �--ii(P(1RilT1GN 704-58G-0007 (p) 7Pt58E0373 (f) ,

rNvV
L
i M a
;6-58-30 IV 'N 76-53 10 V1 7658 0 W
V5
SCS no."I lltw;: 2�::
Digit
6-c
Zu
PF04A--:
PFC-6F
76 5-130 Vr 75- 5.3-20 W 73-WID IN 76 580 w
Map contor: 35- 16- ;3-zS" i". 76- 18'17.�" VV
Figure; 3
NWI Map
21n wh T". S�"m,S.'k' 100
Rickman
PROPOSED WALIVI ART SITE
churl0fLe, Norgh C,rotioa 29201
I— FIG. NO. 2P
A ��O�N— C01-0� 701-586 ~ (1, 704-59C,0370
NORTH CAROLINA

Appendix A
Agent Authorization Form
SNA,V% M.lo K.wffn.nV'AS 14: M-n0. N'erWn:A\xvt6rW xml Yvum Cnvr 1¢pnr61'vI IM, 11I11t J:4

AGENT CERI]FICATIOtN OF AUTHORIZATION
14i
I, _IZAt%4 , representing Freeland and Kau(lman, Inc. applicant and potential
developer of the project site located on approximately 24.97 acres US Highway 13 in
Ahoskie, Hertford County, North Carolina (Tax Parcels N5992-72-7612, N5992-83-4159,
and a<5992-83-5159) hereby certify that I have authorized I fart & flickInan, PC to act on
the applicant's behalf and take all actions necessary to the processing, issuance, and
acceptance of the wetlandsjurisdictional detennination and pennits for this project.
911OG
Date
S,A M,sv W1 Abn4i. WKn AGEAT CfRTd
Agent's signature
.tune 12, 2006
Date

Appendix B
Site Photographs
&:\AMA4aerProw,,J a% luw AJuvau.IVAl.,Ul1 AN,x1 Ia', Jim

Photograph 1: Drainage glitch located i[It Ile northeastern portion of the site and alone the eastern property boundary.
Photograph 2: Intermittent stream located along the southeastern property boundary.
N
C`
O
Ya 2923 South Tryon SneeoSuim 100 PROPOSED WAL-MART SITE
LL art & Hickman chuuone, N„rd, „a zazo3 AHOSKIE, NORTH CAROLINA

Photograph 3: Potential Weiland area located soullmost or the subject site.
Photograph 4: Southern portion of the subject property.
Hart &Hickman 2923 5ov Tp on S mco<uim mo I PROPOSED WAL-MART SITE
Chvn ioc, Nwh C_mll,. 28203 AHOSKIE. NORTH CA

Appendix C
Support Documents
• D`,VQ Stream Classification Forms
5'.N A -}WWII PnijvldFIMmd K,mff.mV AK 102 AM,AL \Yiluml\xaihM rmM sVgm La,, rePartU'aLMI ImocJin

North Carolina Division of Water Quality - Stream Identification Form: Version 3.1
Date: S , .- L• Project:
cr4.
Latitude:
Evaluator: 1AJ A, T 4�A Site:
le ir_
Longitude:
Total Points:
Other
Stream is at least intermittent
27 7-�'
County:
1
-1 '�' r - IT-� A, (J
e.g. Quad Name:
it Z 19 or perennial it z 30_
A. Geomorphology (Subtothl=—J>—)
I Absent
Weak
Moderate
Strong
1". Continuous bed and
L---0
1
62,2-
3
-2. Sinuosity
- --- --------
0
2
3
1 In channel structure, riffle -pool sequence
0
2
3
-4. Soil texture or stream substrate sorting
2
3
5, Active/relic floodplain
0
2
-Y
-6. Depositional bars or benches
0
1%%7
—
T
3
7. Braided channel
('6)
1
2
3
B. Recent alluvial deposits
0
2
3
9' Natural levees
0
2
10. Heaccuts
co)
3
11. Grace controls
j 0 0.5
1 1.5
-12. Natural valley or drainageivay —10
13. Second or greater order channel on existing
USGS or MRCS map or other documented
No
Yes 3
evidence.
- Man-made ditches are not rated; see discussions in manual
B. Hvdroloov (Subtotal = -1 ,--
14. Groundwater flovildischarge
15 Water in channel and > 48 hrs since rain. or
Water in channel -- d or rowingiseason
0
—
16. Leaflitter
1.5 1
vl
0
17. Sediment an plants or debris
0
18. Organic debris lines or piles (Wrack lines)
o
1.5
19. Hydric soils (redoximorphic features) present?
No 0
Yes '1.5,
C. Bioli (Subtotal
20'. Fibrous roots in channel
3
0
21. Rooted plants in channel
22. Crayfish
3
j0i
03
1
1,5
23. Bivalves
24Fish
05
25, Amphibians
2
0. 5
26� Macrobenthas (note diversity and abundance)
27. Filamentous algae; periphyton
0
0
1
3
28. Iran oxidizing bacteria/fungus.
_29_6 —Welland
L5
plants in streambed
FAC = 0.5; F;� .7�) OBL = 1.5 SAV = 2.0; Other = 0
items 2u and 21 focus on the presence of upland plants, Item 29 focuses on the prassince of aquatic or wetland plants,
Notes: (use back side of this form for additional notes.) Sketch:

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: v .. Project: I; IL --: v Latitude:
Evaluator: Mf: 7� 1 tr f;. Site: .� , r, Longihlde
Total Points: Other
Stream is at least fntermivenl �,�7j County: LIY. a,:li i+' e.g. Quad Name:
i/ 2 19 or perennial if 2 30
A. Geomor holo (subtotal .:%
�9y (-------)
Absent
Weak I
9
18. Continuous bed and bank
0
_Moderate
_
_/T� 2 _
_Strop _
_
3
2. Sinuosity
t ( 2
3
3. In -channel structure: riffle -pool sequence
4. Soil texture or stream sorting substrate sor
- -..... ----- ._...._._ .....-.-.-
0,
_0
t 2
_;�,1,/ �_ 2
3
3
S. Arve/relic floodplain
cl
LD:
1 2
3
- --
6 Depositional bars or benches
0
_
1 2
� 3
7. Braided channel
< _
_ 2 _
-
3
--i
8. Recent alluvial deposits
0
�! 2
3
9" Natural levees
J 0 r
1 2
3
10 Headcuts-
1 2
3
11. Grade controls
-i _
�0% 0,5 1 1.5
12.
12. Natural valley or drains ewa y 1_
.. _. ----------
TO 1 0.5 I�1 7.5
r-
13. Second or greater order channel on existing-------
USGS or NRCS map or other documented
No =DYes = 3
f
evidence.
I
"bean -made ditches are not rated: see discussions in manual
B_ Hvdrnloov MAntntal
14. Groundwater flow/discharge
0
/
9 3
15. Water in channel and > 48 his since rain, or
0
�r'{
1
__L
3
I
Water in channel •. dry or rowin season
�2
16 Leaflitter
1.5
!1; J
0
_
17. Sediment on plants or debris
0
0.5
t�0.5-'--
rl 1.5
18. Organic debris lines or piles (Wrack lines)
0
0.5
/t/ LS
19. Hydric soils (redoximorphlc features) present?
No = 0 -
Yes 1 Sj
C. Bioloav (Subtotal
20". Fibrous roots in channel
3
2
/1
0
216. Rooted plants in channel
d
2
if ;
0
22. Crayfish
23. Bivalves
01/ �
0.5
1
1
1.5
24 Fish
- � .
' 0.5
j 1
1
1.5
---,
25. Amphibians
0
..I
0.5-
..
26 Macrobenthos (note divorsity and abundance)
0
4 5�'
27. Filamentous algao penphyton
0
28 Iron oxidizing bacteria/fungus.
29 ". Welland plants in streambed
FAC = 0.5; FACW = p'75' OBL = 1.5 SAV = 2.0; Other = 0
Items ZU and 21 locus on the presence of upland plants, Item 29 focuses on the preserfce of aquatic or wetland plants.
Notes: (use back side of this form for additional poles.) Sketch:
40Ix, . - Cn 'Je r" *s.,F

Appendix 1)
Survey Plat
SAMA-Almlu I'nrj<uVillbnd I:oottmml4Ata02 M-Mk W, 4r Mu,Uw e,w unvm iun rt'IxrnlN'm4c�i inlet ��x

I
NOS MONUMENT "CHURCH" d AG\ NAIL GRID N:924272801 \ \
"GRID E:E: M18.010 EIP \\ \
LATIITUD 3- 6'2210J NAG
LONGITUDE: -J6'S8'a6.596" A_ 2H46.64"NAIL / \\
S 80'S5'Q
32' E
PIN #5992-83-1820 \ _
N/F SECARIST MANAGEMENT /
D.B. 625-323 \
PC 1-60J A NIP 5/
EXISTING WENDY'S RESTAURANT REBAR
PIN #5992-73-7628
N/F AHOSKIE CENTER, LLC
�1 9
D.B. 575-828
- ZONED: COMMERCIAL
00" 01 1-'`.cy of
u EXISTING WAL-MART STORE
\ \ 7a
� 270ti \ 2
N 923153.654E
E 259J789.20BJ
/ SM1/.y1
a
LATITUDE: N 36}6'10593"
LONGITUDE: W 16'58'M756"
/ 4
�p
20 \
\\
NIP 5/8' /
PART PIN #'5992-72-7612
N/F MABEL C. MADDREY
D.B. 573-598
PLAT : SEE NOTE If 8
ZONED: R20; I-L; B-2
NAIL SE
IN OAK
LOG
PART PIN /5992-72-7612
N/F MABEL C MADDREY
O.B. 573-598
PLAT: SEE NOTE A 8
ZONED: R20; I-L; B-2
e
EIP 5/8"
REBAR
PART PIN #5992-72-7612
N/F MABEL C. MADDREY
Z\
D.B. 573-598
PLAT : SEE NOTE # 8
ZONED: R20; I-L; B-2
w
1,042.960 SOFT
o #
23.943 ACRES
a o
z
OPEN PREVIOUSLY CULTIVATED FIELD
w
I
r N
ES
NIP 5/8 \ STRRA
REBAR
REBAR Y NIP
IRS 5/8
REBAR
124.12'
N 83'26'47" W
N 923824,0133
E 2598379.0221
LATITUDE: N 3616'12.101"
LONGITUDE: W 765812.388"
\ PIN #5992-83-4159
\ N/F PIERCE PRINTING
D.B. 609-732
PC 1-96H
ZONED: B-2
21,230 SC.FT
^ I \ 0.487 ACRES
NIP 5/S'
G9`A 09/ca
✓ lr1 Nlr s/B PIN #5992-83-5159 2��0 —
�i/y REEBAs N/F PIERCE PRINTING 2
D.B. 355-198
ZONED: B-2
28,983 SO.FT
/ NIP 5/8" 0,565 ACRES
REBAR \
(2 PIN 15992-82-6960
N 64'05'13" E 318,37' (M) N/F SWAIN
zjr NIP R BARB N 71'20' E 340.00'(R) D.B. 346-245
�IIC PC 1-579
\� ZONED: B-2
S 31*57*00" E 250.00' (11)
S 24'34'00" E 250.00' (R)
0
NIP 5/8"
REBAR
r/I 4/ PIN #5992-82-7530
L 5,19'03'40" W 787.07' (M) N/F
< S 26'20' W 781.00' (R) F&F REAL ESTATEVENTURES
EIP 3/4' D.B. 567-140
REBAR PLAT-38"I"
BENT ZONED: B-2
S 19'32'15" W 206.53' (M
rop/ UP 3 4' S 19'36'23" W 2D6A4' (R)
BENT /
VW/\ S 33'48'17" W J VS 1n' rM1
REBAR BENT
v \, _ - NOT FOR RECORDATION
L4' REBaR�
IPS 5/B' PIN 5992-70-2838
REBAR N/F MARY PERRY JOHNSON
-C/L DITCH IS PROPERTY LINE NO DEED REFERENCE AVAILABLE
SEE NOTE # 8 ZONED: R20
JISURVEYORS 4 ENGINEE R9�
FREELAND & ASSOCIATES, INC.
323 WEST STONE AVE
GREENIALLE S.C. 29609 1
TEL [phone] FAX: [phone]
EMAIL: jfreelaad®eoddnet.att.net
1
DRANK; BUD PARTY CHIEF: JOG CHECKED: JCC j
REF. PLAT BOOK: SEE NOTE 1 8
REF DEED BOOK: 573-598
PIN : PART 5992-72-7612 j
DATE OF SURVEY: 3-18-2006
DATE OF DRA'MNG: 3-23-2006
DRAWING NO: 58169-WETLAND
DATE OF LAST REVISION: 7-17-2006
0' 200' 400' SIDE'
SCALE- 1' 200'\
AL -
I/
S: AMES LJ 2836 R. FREELAND
NO%A' F .^ U
STATE OF NORTH CAROLINA
HERTFORD COUNTY
TOWN OF AHOSKIE
WETLAND SURVEY
FOR
WAL-MART STORES EAST, INC.
SITE ADDRESS: EAST MEMORIAL DRIVE
AHOSKIE, NC
SFIEET t OF 2

PROPERTY
LINE TABLE MEASURED
PROPERTY LINE TABLE .RECORDED
LINE
LENGTH
BEARING
LINE
LENGTH
BEARING
-1
84.80'
N 49'57'59" W
L7 R
84.80'
S 49'56'13" E
L2 M
80.50'
S 48'58'34" E
L2 R
82.20'
S 42'56'00" F
L3
52.62'
N 85'13'20" W
L4
62.27'
5 87'20'15" W
"
L5
69.09'
N 57'22'42" W
L6
356.88'
N 33636'28" E
L6
361.60'
N 33'38'14" E
L7
366'
S 41'48'42" W
L7
A71.26'
S 41'49'22" W
LB
10. 20
S 52'08224" W
L29
201.64'
N 53'44'22" W
L30
51.18'
N 30*17'10" W
L31
353,65' 1
N 53'44'22" W
CURVE TABLE
ADIUS LENGTH
TANGENT
CHORD
BEARING
DELTA
Cl65.45'
*C32965
459.49'
230.21'
459.03'
N 36'1?'18" W
e'92'40"
65.45' 35.34'
17.67'
35.34'
N 31'25'28" W
0'40'58"
34.95'
N 30'16'48" W
, 45' 181.37'
90.71'
181.34'
N 29'19'52" W 1
3'30'15"
LINE TABLE AREA OF DITCH DRAINAGE
AND INTERMITTENT STREAM
LLLINE
LN.GT
BEARING
8
1E0.20H
52'08'24" w
L9
10.16'
N 57'22'42" W
88
S85'27'2
10
300
EEL
''1"
SS89L12
420
L13
57.88'
N 73'37'00
L14
72.24'
N 58'50'35' E
L15
83.96'
N 65'38'24" E
Lib
70.95'
N 37'07'31" E
L17
112.20'
N 28'50'51" E
L78
325,53'
8'O8" E
119
42.04'
8'O8" E
L20
130, 08'
g30-19'25- W
L21
72.96'
1'17" W
L22
52.26'
N 4254'15" W
L23
57.69'
N 52'45'S5' 1V
L24
42.72
N 51'18'55 W
L25
44.00'
N 44'47'47" W
L26
190.07'
N 42'01'42" E
L27
137,45'
N 41428'36" E
L28
47.28'
N 45'35'46" E
LEGEND
o nv Fwsrvlc NFOR R�N
O M NCx iFpN %N (5/9" RCBAR)
RjM i-Cf-WAS
©/ pmlT[p Access
THIS CERTIFIES THAT niIS COP' OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF BECDON 104 OF ME CLEAN WATER ACT
W IIN THE DESIGNATED INSET AREAS. AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. OTHER AREAS OF JURISDICTION MAY BE PRESENT ON ME
SIZE BUT HAVE NOT BEEN DELINEATED. UNLESS THERE IS A CHANGE IN THE
LAW OR OUR PUBLIC REGULATIONS. IRIS DETERMINATION OF SECTION 404
JURISDICTION MAY BE RELIED ETCH FOR A PERIM NOT TO EXCEED FIVE
YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLAND DELINEATION MANUAL
REGULATORY OFFICIAL _______-
-_____
n TEE
DATE
USACE ACTION ID --- __
NOT FOR RECORDATION
7FRELAND
S • ENGINEERASSOCIATES. INC.
T STONE AYE.
E S.C. 29609
TEL 4 FAX: [phone]
dO .HdDet.&Lnat
DRAWN: BEC PARTY CHIEF: JED CHECKED:
REF. PLAT BOOK: SEE NOTE i 8
REF. DEED SOON: 573-598
PIN : PART 5992-72-7612
DATE OF SURVEY: 3-15-2006
DATE OF DRAWNG: 3-23-2006
DRAWING NO: 58169-WETLAND
DATE OF LAST RENSION: 7-17-2006
0' 200' 400' 600'
SCALE: 1' - 200'
I
I/ `I = L =
PLS. JAMES R. FREEL' Np
�NO: L-2836
��
STATE OF NORTH CAROLINA
HERTFORD COUNTY
TOWN OF AHOSKIE
WETLAND SURVEY
FOR
WAL-MART STORES EAST, INC.
SITE ADDRESS: EAST MEMORIAL DRIVE
AHOSKIE, NC
SHEET 2

Buncombe County Permits and Inspections
30 Valley Street, Asheville, N.C. 28801
Phone: [phone] Fax: [phone]
COMMERCIAL CHECKLIST
SOME ITEMS MAY NOT" APPLY
Application *
SUBMIT AITLICATION WITIi PLANS, BEFORE PLAN REVIEW PROCESS CAN BEGIN AN
APPLICATION MUST BI3 ATFACIIED
Appendix B *
www.ncdoi.com/OSI'M/En¢incering/Documents/AppcndixB.doc
CAN BF OBTAINED AT I'11E ABOV17 LINK AND AFFIXED 10 PLANS
Plans *
PROVIDE 3 SITS OF PLANS, PLANS ARR'1013G DRAWN TO SCALE. AND IN CLARITY
Floor Plan *
FLOOR PLAN TO SIiOW ALI, ROOMS, DOORS & DOOR SWING, ROOM NAM13 OR NUMBER,
FIXTURES, TABLES, CIIAIRS, AND EQUIPMENT
Plans sealed
BY REGIS FRED ARCIiITECT OR LICENSED PROFESSIONAL LNGINLER LP.GALLY
REGISTERED OR LICENSED UNDER TI IF LAWS OF IBIS STATE
Pre -Engineered
PROVIDE 2 SE I'S OF PLANS I7ROM BUILDING MANUFACI'IJRER STALK) BY ENGINEER
LEGALLY REGISTERED OR LICENSED UNDER TI IF LAWS OF II11S STATE.
Metal building
Modular Building
LANS FROM BUILDING MANUFACTURER ED
Y iNCINiGRiEGALYGISITRGD
IEOR LICENSFDUNER'I IAWS OF'I S STATE.
*
Fire rating
PROVIDE COMPLETE DESIGN ON PLANS 1 REQUIRED
systems
Penetration
PROVIDE COMPLETE DESIGN ON PLANS IF REQUIRED
systems
Draft stopping
PROVIDE DETAILS ON PLANS
Site Plan *
INDICATF TOTAL NUMBER 017 PARKING SPACES, IIANDICAP SPACES, ACCESS AISLES,
- .. .. ...
SIDEWALK WIDTH, CURB CUPS AND IiANDICAP SIGNAGE, DISTANCE -1"0 I'ROPFRI'Y
LINES AND ANY OTHER SFRIICTIIRFS
Life safety plan
INDICATE BY DIRECTIONAL ARROWS OCCUPANT LOAD UTILIZING EXIT AND
Egress *
ALI, REQUIRED OR IDENTIFIED EXITS SHALT. BE ACCESSIBLE AND LIiAD 13ACK -1.0
PARKING AREA OR PUBLIC WAY
Stair details
RISER: MINIMUM HEIGHT 4" MAXIMUM I3EIGI I FT
TREAD DFPTIi: MINIMUM 1I"
Handrail details
PROVIDI: DI PAILS: TO INCLUDE MOUN LING IIEIGI 11', SI%R OF IiANDRAIL
Guardrail details
GUARDRAILS ARE REQUIRED WHEN WALKING SURFACE IS GREATER THAN 30" ABOVE
GRADF. TIIF MINIMUM I3EIGI IT OF GUARDRAIL IS 42"
Restroom Details
I'ROVIDF ENLARGED FLOOR DRAWING OF RESTROOM SI[OWING DIMENSION TO
INTL'RIOR WALLS,LOCATION OF FIXTURES, GRAB BARS, CLEAR FLOOR SPACE AND
*
CLEAR FLOOR AREA AS REQIIIRFD BY NOR -Eli CAROLINA ACCESSIBILITY CODE
Door/Hardware
INDICATE ON PLANS
Schedule*
Interior Finish *
INDICATE ON PLANS TIIF FINISH 01; WALLS, FLOORS, CI:II.INGS
Exterior Wall
DISPLAY SIDE VIEW ON I'LANS,'TO INCLIJDIi EX"FI312IOI2 PINISIi, PLASIiING,SHBAI'HING,
STUDS, INSULATION, INTERIOR FINISH
details
Exterior
MA NIINIJNl FLASHING IS NOT ALLONVED.
W1117N USING TRHATED WOOD ENSURE MATERIAL USL'D FOR FASTENING IS
Balconies/Decks
COMPATABLE W111I TREATED WOOD

Roof slope *
INDICATE ON PLANS
Roof covering *
INDICATE ON PLANS
Wind design *
90 MPH IN BUNCOMBE COUNTY, SOME ELEVATIONS AREA 1IIGI TER WIND
SPEED CATEGORY, CFIECK ELEVATION
Seismic design *
BUNCOMBE COUNTY IS LOCATED IN SEISMIC ZONE C
Snow load *
15 I'SF ISTi i 11; SNOW LOAD (GROUND)
Frost Line *
FROST LINK IN BUNCOMBE COUNTY IS 18"
Shear wall details
PROVIDE IN DETAIL ON PLANS
Retaining walls
RETAINING WALLS GREATER TITAN 5 Flit: r IN HEIGI IT ARE REQUIRED TO B17 DESIGNED
AND CONSTRUCTED UNDER THE RESPONSIBLE CIIARG17 OF A [U"GIST ERED
PROFESSIONAL ENGINEER. SECTION 1610.3 OF THE Inc
Foam/plastics
117 ANY I OAM PLAS11C IS USED IN CONTACT WITI I GIi011ND, TERMITE TRFATMBNT IS
REQUIRFD
Signs
LOCATION AND DETAILS
INDICATE 117 PART OF CONTRACT OR SEPARATE
Details *
PROVIDE DETAILS FORTHE FOLLOWING IF TIIEY APPLY: CAIIINI I'S, TOILF T FIXTURES,
SINKS, ETC.
ACCESSIBILITY
ALL PORTIONS IT,RTA1NING TO ACCESSIBILITY WILL BE GOVEIZNED BY VOLUME I-C.
TIT). NORTH CAROLINA ACCESSIBILITY CODE 1999 EDITION WITH 2004 AMENDMENTS
• * INDICATES ALWAYS REQUIRED
• PLANS ARE SUBJECT TO $50.00 RE -SUBMITTAL FEE OF ITEMS
MARKED WITH AN * THAT ARE NOT ON PLANS (SEE FEE SCIBin(jl,T:)
i PLANS ARE NOT REQUIRED TO BE SEALED IF LESS THAN 2500 SQUARE
FEET (BUILDING TOTAL) OR VALUE OF STRUCTURE IS LESS ITIAN
$90,000.00
i RESIDENTIAL PLANS ARE NOT REQUIRED TO BE SEALED IF LESS THAN 8
UNITS AND EACH UNIT HAS IT OWN EXIT AT GRADE LEVEL
a FARM BUILDINGS (TRADE PERMITS REQUIRED)
L IF YOUR PLANS ARE REQUIRED TO BE SEALED ALLTRADES WILL ALSO
REQUIRE A SEAL
a PROVIDE CONTACT INFORMATION (FAX#, EMAIL IS PREFERRED)
Plumbing plans shall show supply and waste/vent riser diagrams, fixtures and equipment
typo, etc.
1 Mechanical plans shall show location of fire doors, fire dampers and smoke dampers;
access for service/replacement of equipment; equipment schedule location of equipment,
etc.
1 Electrical plans shall show load calculations, panel schedules and locations, any details
for special bonding and grounding, location of all devices, etc.
i Fire Protection Plans should be submitted to the Fire Marshal a 255-5087
+. Currently Buncombe County is enforcing:
,i 2000 INTERNATIONAL BUILDING CODE WITH 2O02 NC AMENDMEN"I'S
a 2000 MECHANICAL CODE WITH 2O02 NC AMENDMENTS
i 2000 PLUMBING CODE WITH 2O02 NC AMENDMENTS
a 2000 ENERGY CODE WITH 2O02 NC AMENDMENTS
{ 2005 NATIONAL ELL'CTRICAL CODE WITH NC AMENDMENTS
a 1999 NORTH CAROLINA ACCESSIBILITY CODE, WITH 2004 AMENDMENTS