NCG510067_Regional Office Physical File Scan Up To 2/1/2021

�,�.I
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley,Governor William G. Ross,Jr.,Secretary
Alan W. Klimek,P.E., Director
June 5,2006
CERTIFIED MAIL -
RETURN RECEIPT REQUESTED
Ms.Deborah L.Sailors
Petroleum World,Inc.
681 NC Highway 120
Mooresboro,NC 28114
Subject: Notice of Violation
Failure to Submit Permit Renewal Applications
NPDES Permit NCG510000
Dear Ms.Sailors:
NPDES General Permit NCG510000 expires on September 30,2006. Your company holds 4 Certificates of
Coverage(CoCs)under this permit:
NCG510464 Bantam Mart Union County
NCG510060 Advent Grocery Catawba County
NCG510067. Sandy Mush Express Mart Rutherford County
NCG510481 Ramsey's 66 site Burke County
North Carolina Administrative Code(15A NCAC 211.0105(e))requires that an application for permit renewal be filed at least
180 days prior to expiration of the current permit, To satisfy this requirement,your renewal packages should have been sent
to the Division postmarked no later than April 3,2006.
The Division has not received a renewal request your company's CoCs. This is a violation of the permit at Part D.B.
10,which states"Any per ittee that has not requested renewal at least 180 days prior o expiration...will subject the
permittee to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et.seq.".
In order to prevent an assessment of civil penalties you must submit a completed permit application for each
permitted site(see enclosed foams)no later than June 19,2006. If some systems are inactive due to lack of trust fund
payments,but the remediation equipment is still on site,those CoCs should be renewed.
If all remediation discharge from any of your facilities has ceased and you wish to rescind those CoCs[or if you have
any other questions],contact Charles Weaver of my staff. Mr.Weaver's telephone number,fax number and a-mail address
me listed at the bottom of this page.
Sincerely,
rc
Alan W.Klimek,P.E.
cc: Central Files
l'3 "rgfo"'If�.`2�`�i`a'�'Id�Lrtlixl3al'6ti<�
Mooresville Regional Office/Richard Bridgeman
NPDES File
1617 Mail Service Center,Raleigh,North Carolina 27699-1617 919 7335083,extension 511 (fax)919 733-W 19
VISIT us ON THE iNTERNI http:llh2o.encstate.nc.us/NPDES e-mail:[e-mail]

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr.,Secretary
Alan W. Klimek, P.E., Director
February 10, 2006
Deborah L.Sailors
Petroleum World, Inc.
681 NC Hwy 120
Mooresboro, NC 28114
Subject: NPDES Permit NCG510000 renewal
Certificate of Coverage (CoC) NCG510067
Sandy Mush Express Mart site
Rutherford County
Dear Permittee:
The facility listed above is covered under NPDES permit NCG510000 for discharge of remediated
groundwater. NCG510000 expires on September 30, 2006. Federal(40 CFR 122.41) and North Carolina(15A
NCAC 2H.0105(e))regulations require that permit renewal applications must be filed at least 180 days prior
to expiration of the current permit. If you have already mailed your renewal request,you may
disregard this notice.
To satisfy this requirement,the Division must receive your renewal request postmarked no later than
April 3. 2006. Failure to request renewal by this date may result in a civil assessment of at least$500.00.
Larger penalties may be assessed depending upon the delinquency of the request.
If any discharge from the remediation system will occur after September 30, 2006, your CoC must be
renewed. Discharge of wastewater without a valid permit would violate North Carolina General Statute 143-
215.1;unpermitted discharges of wastewater may be assessed civil penalties of up to$25,000 per day.
If you have halted remediation activity due to lack of trust fund money,but your site ranking from the
Aquifer Protection Section requires future remediation&discharge,your CoC must be renewed.
If all discharge has ceased at your facility and you wish to rescind this CoC [or if you have other
questions],contact me at the telephone number or e-mail address listed below.
Sincerely,
�MYV V l�
Charles H.Weaver, Jr.
NPDES Unit
cc: Central Files
r;Asheville Regwnal Office;Surface Water Protection')
NPDES File
1617 Mail Service Center,Raleigh,Nodh Carolina 27699-1617 One
512 North Salisbury Street,Raleigh,North Carolina 27604 NofffiCarolina
Phone: [phone],extension 511/FAX [phone] [e-mail] Naturally
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An Equal Oppodunity/AHirmalive Action Employer-50%Recycled/1 0%Post Consumer Paper C� 6 lK D

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AMA
OEM
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H.Sullins Dee Freeman
Governor Director Secretary
December 8,2009
CERTIFIED MAIL 7009-1680-0002-2464-5756 RETURN RECEIPT REQUESTED
Deborah L.Sailors
Petroleum World Inc,
681 INC Highway 120
Mcoresbaro, INC 28114
SUBJECT: FINAL NOTICE -Delinquent Annual Fee
NPDES Permit NCG510067
Rutherford County
Dear Ms.Sailors
This letter is being sent out to facilities that have not yet paid their Annual Compliance Monitoring Fee. This fee requirement is
documented in your current permit in Part II. B. 14. Your annual fees for the period March 2007-February 2008 and March 2009-
February 2010 has not been paid. The amount owed is$180.00;a copy of the invoice previously sent by the Division's Budget Office
is attached.
Failure to pay the annual fee is grounds for revocation of your permit,as documented in part I. B. 13 and II. B. 14. This matter must be
promptly resolved.
This letter serves as final notice that the Division will refer the fee noted above to the North Carolina Attorney General's Office for
collection through the courts unless payment in the amount of$ 180.00 is received by January 10,2010.
Make checks payable to NC DENR;include the permit numbers and invoice numbers on the check. Send the fee payment to:
Mrs.Fran McPherson
Annual Administering and Compliance Fee Coordinator(919-807-8321)
1617 Mail Service Center
Raleigh, NC 27699-1617
(919-807-6321)
If you have evidence that the fee has already been paid, please contact me at 919-807-6387 or bob.uuerra(dncdenr.aov.
Sincerely,
�li'iV.'�-"li�.r/r� ,l3Yl�,w«.w.e,w u, w+bw:: waver lnVs,kk,tl
f S
Bob CG r ---n� --
Western
NPD Illy`/'ES Unit 1
�v
Enclosure: Invoice#2007PR003857 and 2009PR003699 �' 1� DEC 15 2009 111
t ;
cc: Central Files
NPDES File .^ VJAI'EA QUALITY SECTION
Roger Edwards,Asheville Regional Office,Surface Water Protection ASHFVILLC RfT IOP1FlL OICE
r F
1617 Mall Selvlae Center,Raleigh,NOM Carolina 27699-1617
lorehan:512 N.Salisbury St.Raleigh,North Carolina 27604 One
Phone:[phone] FAX:[phone] Customer Service:1-877623E748 NorthCarollna
Internet ww arahtnern iyor9 ��/1/�/1I,q/y//
An Equal 0pporluniVl ARnnaWa Aaton Erni (/ YKY4Lm Ly

NORTH
INA CAR
DEPARTMENT
ENVIRONMENT AL ND NATURAL RESOURCES III II III INI
2 0 0 7 P R 0 0 3 8 5 7
INVOICE
Annual Permit Fee Overdue
This annual fee is required by the North Carolina Administrative Cade. It covers the administrative costs associated with your
permit. It is required of any person holding a permit for any time during the annual fee period,regardless of the facility's operating
status. Failure to pay the fee by the due date will subject the perrait to revocation. Operating without a valid permit is a violation
and is subject to a$10,000 per day fine. If the permit is revoked and you later decide a permit is needed,you must reapply,with the
understanding the permit request may be denied due to changes in environmental,regulatory,or modeling conditions.
Permit Number: NCG510067 Annual Fee Period: 2007.03-01 to 2008.02-28
Rutherford County
Soucy Mush Express Mart Invoice Date: 04/17/W
Due Date: 05/17/07
Deborah L.Sailors Annual Fee: $80.00
Petroleum World Inc
681 NC Hwy 120
Mooresboro,NC 28114
Notes:
1. A$25.00 processing fee will be charged for returned checks in accordance with the North Carolina General Statute 25-3-512.
2. Non-Payment of this fee by the payment due date will initiate the permit revocation process.
3. Remit payment to:
NCDENR-Division of Water Quality
1617 Mail Service Center
Raleigh,NC 27699-1617
4. Should you have any questions regarding this invoice,please contact the Annual Administering and Compliance Pee Coordinator at
919-807-6321.
- - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _
(Return This Portion With Check)
ANNUAL PERMIT INVOICE 2 0I0 7 PIIR i 0 3 8I5 7
Overdue
Permit Number: NCG510067 Annual Fee Period: 2007-03.01 to 2008-02.28
Ruthedord County
Sandy Mush Express Mar[ Invoice Dale: 04/77/07
Due Date: 05/17/07
Annual Fee: $80.00
Deborah L.Sailors
Petroleum World Inc Check Number:
681 NC Hwy 120
Mooresboro, NC 28114

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
September 26, 2001
DEBBIE L SAILORS
PETROLEUM WORLD -SANDY MUSH
681 NC HWY 120
MOORESBORO, NC 28114
1••
NCDENR
NORTH G rOF [[�
ENVIRONME A D T RIOURCES
Subject: Reissue - NPDES Wastewater Discharge Permit
Petroleum World -Sandy Mush
COC Number NCG510067
Rutherford County
Dear Permittee:
In response to your renewal application for continued coverage under general permit NCG510000, the Division of
Water Quality (DWQ) is forwarding herewith the reissued wastewater general permit Certificate of Coverage
(COC). This COC is reissued pursuant to the requirements of North Carolina General Statute 143-215.1 and the
Memorandum of Agreement between the state of North. Carolina and the U.S. Environmental Protection Agency,
dated May 9, 1994 (or as subsquently amended).
The following information is included with your permit package:
* A copy of the Certificate of Coverage for your treatment facility.
* A copy of General Wastewater Discharge Permit NCG510000
* A copy of a Technical Bulletin for General Wastewater Discharge Permit NCG510000
Your coverage under this general permit is not transferable except after notice to DWQ. The Division may require
modification or revocation and reissuance of the Certificate of Coverage. This permit does not affect the legal
requirements to obtain other permits which may be required by DENR or relieve the permittee from responsibility
for compliance with any other applicable federal, state, or local law rule, standard, ordinance, order, judgment, or
decree.
If you have any questions regarding this permit package -please contact Bill Mills of the Central Office Stormwater
and General Permits Unit at [phone], ext. 548
Sincerely,
for Gregory J. Thorpe, Ph.D.
cc: Central Files
Stormwater & General Permits Unit'Files
Asheville Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 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 - '
GENERAL PERMIT NO. NCG510000
CERTIFICATE OF COVERAGE No. NCG510067
TO DISCHARGE PETROLEUM CONTAMINATED GROUNDWATER AND SI IILAR
WASTEWATERS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
PETROLEUM WORLD
is hereby authorized to construct and operate or continue operation of a groundwater treatment system for
petroleum contaminated groundwater or similar waste streams with the discharge of treated wastewater from a
facility located at
PETROLEUM WORLD -SANDY MUSH
HWY 221-A
SANDY. MUSH
RUTHERFORD COUNTY
to receiving waters designated as a UT of Morrow Creek, a class C stream, in the Broad River Basin in
accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I,11, III,
IV, V, and VI of General Permit No. NCG510000 as attached.
This certificate of coverage shall become effective October 1, 2001.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day September 28, 2001.
Lztl',yiu�'
for Gregory J. Thorpe, Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission

State of North Carolina
Department of Envi'ronmen., -
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
April 25,1997
Debbie L. Sailors
PETROLEUM WORLD/SANDY MUSH
P.O. Box 307
Cliffside, NC 28024
Subject: Renewal of NPDES Permit No. NCG510067
Rutherford County
Dear Permittee:
IRA
IDEHNR
In accordance with your application for permit renewal, the Division is forwarding the subject NPDES general
permit for petroleum contaminated groundwater remediation systems. This General Permit is issued pursuant to the
requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North
Carolina and the US Environmental Protection Agency dated December 6,1983 and as subsequently amended.
The Certificate of Coverage previously issued to your facility is now valid under the revised General Permit for
discharges associated with groundwater remediation systems (NCG510000 - issued August 22,1996). The new General
Permit is more comprehensive, in that it covers remediation of groundwater contaminated with heavier fuels (such as
diesel, fuel oil, and kerosene) as well as gasoline contamination. Please note that the permit has three effluent
limitations pages: The type of contamination at your site (gasoline only, heavy fuels only, or gasoline and heavy
fuels) will. determine the effluent limitations for your discharge.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you
have the right to request an individual permit by submitting an individual permit .application. Please take notice
that the previously issued Certificate of Coverage is not transferable except after notice to the Division of Water
Quality. The Division of Water Quality may require modification or revocation and reissuance of the Certificate of
Coverage.
This permit does not affect the legal -requirements to obtain.other permits which may be required by the Division of
Water Quality or permits required by the Division of Land Resources, the Division of Coastal Management, or any
other Federal or Local governmental permit that may be required.
If you have any questions or need additional information, please contact Charles Weaver at telephone number (919)
733-5083, extension 511.
Respectfully
A. Preston Ho*rd, Jr., P.E.
cc: Central Files
Asshev7i1 e Regional-OffiE!D
Permits & Engineering Urut
Facility Assessment Unit

"IELD
ENVIRONMENTAL ASSOCIATES, INC.
August 27, 1998
Mr. Roger Edwards
State of North Carolina Department of
Environment and Natural Resources -
Division of Water Quality
59 Woodfin Place
Asheville, North Carolina 28801
Re: Sanitary Sewer, Pump Station and WWTP Spill or Bvpass Report Form
Dear Mr. Edwards: •�
Attached is a bypass report required by the General Discharge Permit for the -unanticipated,
bypass of water that exceeded the Toluene permit limit of 22 milligrams per liter (mg/1)
discovered on August 14, 1998 at the referenced site.
If you have any questions or require any additional -information, -please contact Peter Jordan at
[phone]. -
Sin" ly, -
G2ii2� C..�
Peter D. Jord
Project Manager
cc: Debbie Sailors, Petroleum World, Inc.
!i 9f7 �r till
-SEP - -- _
;SZ: I
Charlotte
Carolina Business Center
28481-85 South
Suite F
Charlotte, NC 28208
Telephone [phone]
Toll Free 800.395.5220
Fax [phone]
www.shieldenv.com
t0
Atlanta, GA
Lexington, KY
Pittsburgh, PA

(Please Print or Tyne - Usc Al1whinen s if Needed ) (� 11
Perrnittee: , S� �&\ , eo'' roej—C A Permit Number: G k5-1 vo s County: er ford
� r
Incident Started: Date 2&,, ime b Incident Ended�;�qstcwat—Tmwmhnt
Time 16
Source of Spill/Bypass {Check One): �itary. ewer U PumpStab -n Pant
Level of Treatment (Check One): FC5 None C7 'rimary reattnent _ Gondar matment O Noriniuon On
Estimated Volume of SpilYBypms: _ 1�� 7�\\ Ns (A volume must be given even if it is a rough estimate.)
.Did the Spill/Bypass reach the Surface Waters? oyes Cho ] If yes, pleasa list the fatloi�wing:
Volume Reaching Surface Waters: NA Surface Wat,erName: N �,
Did the Spill/Hypass result in a Fish Kill? Ka es F� v
1"ation of the Spill/Bypass: So�`_� �„(��v5� rrE xQ r``ess W Y zz i A
Cade, pf the SyWMyp&s
sg5ktew.
at4l,- -e. jk%0 1. S,C—P �e was �w
-
A
Ayion Taken to Cotttfi pLUill Clean Un Waste and R mediate the Site' � S 319Q8
J
Action Taken or Pmt.ed to be jAen to Prevent Future Spi]ls_dt >bis Locations
%",w-el �W. S2 t��a` d.o. & &4A SEGvrr.�w.y SGe.+�P� 2 �C S II �"Gr✓• l/�aciin� �h I fn�
�Q�v\�S e e e_ •`�r a. passibke lemur Gtna.-7e0 0 s5 YI�dP/�.
Other Agencies Notified:
Person Reporting IIB ss: Y one Number: `{qt3
Signature N.o._ Date: 3 For DWQ Use Only:
Oral Report Taken by: Report Taken: Date Tune
-DWQ Requested an Additional Written Report: LCLYes o0
If Yes, What Additional Information is Needed:
Spill/Bypass X"rting Fmm &97

AUG-28—i998 13:58 FRDI
MELD ENVIRONMENTAL TO __-_M ASHEOILLE P.01
4
August 27, 1999
W. Roger Edwards
State of North Carolina IX.Tartm
Environment
Divisionof'WAW-r Qiy
3D&RPlace
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P.:
Re:
on
M .
Mr- EdW46%.
Dear
MfA'i
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s a, ypipia p %0
IM
!.!;...ypass
discovered ojiAug iWt -14- VA*'
-If you have any'qhe=on�,Qr.. re
39,
ttlle any additi
- M-1.41 4 . . . . . . . . .
7i
. . . . . . . . . .
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proi e4.1
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cc- Debbie 4
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Chvf(7*
CamIku &dness Conw
2M 1-95 Obidij
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Telephone [phone]
YO112rMISM3955220
f�x7474.&WXW
Alb.7t; CA
Lonamn, Ky
Pittsburgh, PA

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SHIELD Environmental Associates, Ike.
2848 1-85 South, Suite A
Charlotte, North t�rolfna 282os
Phone: [phone]
Phone: [phone]
Fax: M4) 394-6968
FAX TRANSMITTAL SHEET
To: &CDFNRWEM - ARO Water Quality DLv. Telecopier No. 7d4-251-6452
Date: Frida l�ebrcary 26,1999 Reference: 3ndv Mush Express
Attention: Ro er Edwards Sender: Peter D. Jordan
Number of Pages Including This Transmittal: Oges
Enclosed is the permit limit excursion report with a copy of the laboratory results pages and chain of custody only.
sent to your office via mail and will include the complete laboratory report with quality control. data.
If you have any questions please contact me.
Peter D. Jordan
Project Manager
The rep€
The information contained in this facsimile message fs legally PRIVILEGED AND CONFIDENTUL IPFORMATION intruded only for the use of the
individual or entity named above. If the reader of this message is not the intended recipient for 'the employee or agent responsible to deliver it to the intended
recipient), you are hereby notified that any dissemination, distribution or copy of this csmmunicaCon is strictly prohibited. If you have received this
m communleadon in error, please notify us IM11' DIATELY by telephone and return the original message to us at the above address. Thank you.
'' Pleaso notify as as noon as possible of any transmission problems.

�?IYlft6ww�o7'n� na•,•r•R7ia. ANC.
February 25. 1999
Mr. Roger Edwards
North Carolina Deparunent of Envira
Health and Natural Resources
Asheville Regional Office
59 Woodfin Place
Asheville; North Carolina 82
Reference: Permit Limit Excursion
Sandy Mush Express
Rutherford County, Noj
NPDES Permit No. ITC
Groundwater Incident N
Dear Mr. Edwards:
a10OM
.,._ :ems:':•:~��:t•' •.. • ,' r . .
tjR�a mod' i ro,:_..•.,.;.:.•
This letter sere ' = ¢' �;•:�.�:......::. :.. :� . •: • :.
es as written notification of an a i.
toluene and benzene at the referenced .site. The .excuirsion was
1999 upon review of laboratory analytical data r ��� 1999 from.. m effluent' •
sample collected on January 27, 1994: The toluene level -in .the effluent sample was 240 ppb,
exceeding -the permit-limit-11 ppb. 'Yhe..Benzew level.was 120 ppb, exceeding the permit limit
71.4 ppb, Thy groundwater rertAediatiou system andy -discharged 136 gallons of wager from
January 27, 1999 to February 3',1990, 4d a to.the effluent transfer pump losing prime. Shield
was unable to notify you or your backup -via �elephorte,of thc.perufit excursion and corrective
action planned for this system. A copy, of the laboratory ,analytical report is attached.
A mw blower motor was -installed on the airs on, " �����r 20. '1999: , However, iron
-4rn
oxide bacteria buildup •probably: occurred dmigg I1ie doKwn time of approximately i month
which truces the airstripper eft3cie r:- SbMWs conwive action includes replacing the
carbon in the carbon unit along with poRrer_ q* he
trays-of the. shallow tray air -stripper.
Shield is scheduled to resanipleIbe efflacnt oar ry` a,
If you have any questions or:rc* qm a ar►y:additianalinftmation,:Ilease contact Pete Jordan at
[phone]. r'• -
Shl=mreI r = .r ' cnarrcrr�
Carolina 8rtsiness Center
` SaiEe F
Charfnlle, NC28208
Peter D. Jordan releptrana 7M.39.9912
Fmjeet Manager TallR" M M.5220
Fax MUM.Ow
cc: Debbie Sailors, Petroleum World, Inc.
ANanh, GA
Lexbr9fft XY
AM► Plfti.—h ve
Lair-O'd 8969r6£b0L-iUIN34NONIrN3 I2-13IHS LO:LT 666T-9z-a33

PM Anaigtkai Services, ins
■ 9800 Krneey Avenue, Suite 140
Pace A13alylimalHun[ersvilie, NC 28076
.Tet 7(4-875-909•l
Fax: [phone]W
February 15. 1999
Mr. Pete Jordan
Shield Environmental Assoc.
2W I-85 South
Suite H
Charlotte, NC 28208
R€: Pace Project Number: J24213
Client Project 10: Sandy Nush/1950079
bear Mr. Jordan:
Enclosed are the results of analyses for samplets? received by the laboratory on January 27. 1999. If you have any
questions cancernfng this report, please feel free to eantact ale.
Sincerely,
jE.Q,cC1 G-)
Fell cla Grogan
Project Manager
Enclosures
Laboratonr Cerbfmagn ips LzboratoriGartiRc?rien.IDS
NC DrMi water 12 REPORT OF LABORATORY ANALY910 1Qlr UST Lie Water eo�o
NC oriniretg Water �70g TN UST List
SC 99C08 This ► wd a#tieii not be reproduced, exempt in full, VA Drinking Water 2T 3
LO.AE'0'd 8969176J:t70L-1UiN3WN0NIriN3 17T3IHS 80:LT 6667-9Z-83-4

Patio AnlsKcw Servlms. Ina.
Eace 13alytical =01GfKWAvenue,Suft8ICU
G� HUntersdie, NO 28078
let 704-875.9092
Fmc 7o4-m-9o9i
Shield Environmental Assoc.
2848 1-85 South
Suite H
Charlotte. NC 28203
Attn: Mr. Pete Jordan
Phone: [phone]
Solid results are reported on a dry weight basis
DATE: 02115/9R
PAGE: 1
Pace Project Number: 924213
Client Project ID: Sandy Mush/1950079
Pace Sample Na: 92300987 Date collected: 01/27/99 Natrix: Water
Client Sample ID: MS EFFLUENT date Received- 01127/99
Parameters Results Units PRI, Analyzed Analyst CASE` Footnotes
--- ------------------------------ I ...... ------- ..... .......... ........ - ---- I...... ----------
Metal s
ICP Metals
Iron
Manganese
Date digested
Lead by Furnace. Method 239.2
Lead
Date Digested
wet Chemistry
Total Suspended Solids
Total Suspended Solids
Hexane Extractable Material
Oil and Grease
!X; Volatiles
Method: EPA 200.7
0.84 1g/L
7.1 mg/L
Prep Method: EPA 209.7
0.05 U2104/99 MJ 7439-89-6
0.01 02/04/99 CBJ 7439-96-5
02102/99
Method: EPA 239.2
0.0092 mg/L 0.006
Method: EPA 160.2
3.0 mg/L 1
Method: EPA 1664
ND mg/L 5
Halogen. & Aromatic Vol, Orgs-
1.2-Dichlaroethane
1.9
Methyl-tert-butyl Ether
39
Benzene
120
Toluene
244
Ethylbenzene
11
m&p-Xylene
47
D-XYlene (1, 2- Di methyT benzene) 28
Method. EPA 6011902
ug/L 1
ug/L 1
ug/L 5
ug/L 5
u91L 1
u9/L 1
uUIL 1
Prep Method: $PA ZOOF
02IM99 JML 7439.92.1
02102/99
Prep Method: EPA 160.2
01/28/99 JML
Prep Method: EPA 3610
02/09/99 DRP
Prep Method: EPA 601/60Z
01/29199 PPH 107-06-2
01129/99 PPM 1634.04-4
01/29/99 PPM 71.43-2
01129/99 PPM 10a-88-3
01/29/99 PPH 100.42.4
01129/99 PPM 7815-60-0
01129199 PPM 95-47.6
Nc Westewtitar +2 �o4RT 0 LABORATORY Ai11ALY� •— KY Drinking water 9000
NC Drinking kiWater 37'7ti8 TN UST List
so 92" Thin rannrr *hail ntv tw rAnnn l.jl■ d nrr.ni in frill V8 nrinkin, whtn 041
L0/170'd 8969V62170L -1ti1N3WN0dIriN3 4-3IHS 80:JT 666T-9ir-833

Pace Ana"Cal Services. InC,
9NO'uncay Avenue, Suite luu
Hurdersville, MC 28076
Tel: 704-&5-9092
Fax 704-97&g091
GATE: 02/15199
PAGE; 2
Pace P1%3ea Humber: 924213
Client Project IQ: Sandy mush/195OU79
Pace Sample No: 92300987 ante Collected: 01/97/99 Matrix: slater
Client Sample ID-. GRS EFFLUMr Date Received: (11127199
Parameters Results Units PRL Analyzed Analyst CAS$ footnotes
------------------------------------- -------------------------
1-Chloro-3-Pluorobertxene {5) 94 X 01/29199 RPM 525-98-9
Labo"iry CerSRcaHnn Jos
NO Wastowator 12
NO drinidng Water 37706
sl3 aanrsx
L0./S0'd B969b62tr0L
R )RT OF LABORATORY ANALYS"'
Tki.F--w.h..lf -N V- -....
-IUIN3WN0d I fiN3 11-131 HS
Laboratory C&-fficaffon Q
KY Drinking Water 90090
TN UST Lbd
130:LT�•666T-9Z—H3H JA

Pace AnaipUcat Servh:es. Inc.
Pa C 179r 9000 IanM Avenue. Suite 100
-- . HuntersWile. NO 28078
Tel: 7N-875-9092
Fax: 704.87MMI
PARNETER FOUTNMS
ND
Not Detected
x
Not Cal cul abl e
PRL
Pace Reporting Limit
IS?
Surrogate
Lat�of=rv
NC Waswmtar 12
NC Cdnkiep VMW 3MG
so 89M
BATE. 02/15f99
PACE: 3
Pace Project Number: 924213
Client Project ID: Sandy mushf195D079
REPORT OF LABORATORY ANALYPIQ
This report aW not be nVm duped, except in IUI,
-iU1N3WN0H I f iN3 13-13I HS
Lah=W f wrtification Q
KY Drinking Water SMO
TN UST List
VA0dnldng Water 213
60:LT 666T-9Z-83
L0./90 ' d B969176070L

w
pQpy1
Ul
«a
lb
N
Cq
n
n
428103
CHAIN -OF -CUSTODY FIECORD
AnelvHml Romtjnct
O=r- Kr-vhnst bl]Jt FISH INSTRUCTIONS W
m
IL
J
Q

71
OJUIDJUJV
ENVIRONMENTAL ASSOCIATES, INC.
Octcber- 9; 4997
Mr. Roger Edwards
North Carolina Department of Environment,
Health and Natural Resources
Asheville Regional Office -
59 Woodfm Place
Asheville, North Carolina 28801-2482
Reference: Permit Limit Exceedance Letter
_Sandy Mush Express_
Rutherford County, North Carolina
Certificate of Coverage Number NCG510067
Groundwater Incident Number 5538
Dear Mr. Edwards:
This letter serves as written notification for an exceedance of the effluent permit limit for
toluene at the referenced site. The exceedance was discovered -on -October 6, 1997 upon
review of laboratory analytical data from an effluent_.sample` collected on September 17, 1997.
The toluene level in the effluent sample was 36 parts per billion (ppb),~exceeding the permit
limit of 22 ppb. Shield notified -you on October 7, 1997 via telephone of the permit exceedance
and corrective action planned for this system. A copy of the laboratory analytical report is
attached.
Due to problems with the telemetry programming caused by a power outage, the system has
only discharged 119 gallons between 8/28/97 to 9/29/97. The activated carbon in the carbon
unit was changed out on October.2., .1997. Shield.,plans_.to..pressure..w.ash.th.e...shallow tray air -
stripper to increase the efficiency of the system.
If you have any questions or require any additional information, please contact Pete Jordan at
[phone].__---
rely,
Can Z�it ff
lly S. Ml#t
eject Geologist
Peter D. Jdrdan
Project Manager
cc: Debbie Sailors, Petroleum World, Inc.
r
,-' Charlotte
Carolina Business Center
28481-85 South
Suite F
Charlotte, NC 28208
Telephone [phone]
Toll Free 800.395.5220
Fax [phone]
www.shieldenv.com
Atlanta, GA
f:\...\1950079\letters\permexc2.ltr Lexington, KY
® Pittsburgh, PA

Table 6
Summary of AD-3iytical Results (1)
Groundwater Remediation System
Sandy Mush Express
Sample Sample' Benzene Toluene I Ethylbenzene Total %ylenes MTBE Total Hydrocarbon Total Hydrocarbon Average Daily
Date Port Concentration % Removal Discharge(2)
06/02/95 BAC ND ND ND ND ND 0 100.00 NA
Total Hydrocarbons Total Hydrocarbons Total Hydrocarbons
vered Per Period (lbs) Recovered(3) Recovered to Date'(4)
NA NA NA
01/13/94
Effluent
ND
ND
ND
ND
ND
0
100.00
NA
NA
NA
NA
01/19/94
Effluent
ND
ND
ND
ND
ND
0
100.00
NA
NA
NA
NA
01/26/94
Effluent
ND
ND
ND
ND
ND
0
100.00
NA
NA
NA
NA
02/03194
Effluent
3.84
ND
ND
ND
ND
3.94
99.99
NA
NA
NA
NA
03/02/94
Effluent
ND
ND
ND
ND
ND
0
100.00
NA
NA
NA
NA
04/13/94
Effluent
ND
ND
AND
ND
ND
0
100.00
'• f NA
NA
NA
NA
05/02/94
Effluent
ND
ND
ND
ND
ND
0
NA
NA
NA
NA
_
NA
06/07/94
Effluent
2.0
ND
1.98
ND
30.1
34.08
99.04
NA
NA
NA
NA
07/08/94
Effluent
1.56
1.70
NP
NP
250
253.26
99.44
NA
NA
NA
NA
08/01/94
Effluent
1.67
1.73
ND
ND
209
212.4
99.29
NA
NA
NA
NA
09/26/94
Effluent
1.0
ND
ND
ND
11
12
99.95
NA
NA
NA
NA
10/12/44
Effluent.
ND
ND
ND
ND
210
210
98.81
NA
NA
NA
NA
11/17/94
Effluent
ND
ND
ND
ND
130
130
99.58
NA
NA
NA
NA
32/09/94
Effluent
6
ND
ND
ND
240
246
99.15
NA
NA
NA
NA
01/04/95'
Effluent
ND
ND
ND
ND
85
85
99.59
NA
NA
NA
NA
02/06/95
Effluent
ND
ND
ND
ND
13
13
99.95
NA
NA
NA
NA
03/02/95
;Effluent
ND
ND
ND
ND
7.4
7.4
99.96
NA
NA
NA
NA
04/20/95
Effluent
ND
ND
ND
ND
ND
0
100.00
NA
NA
NA
NA
05/02/95
Effluent
ND
ND
ND
ND
1.3
1.3
99.99
NA
NA
NA
NA
06102/95' •
Effluent
ND
ND
ND
1.2
3.1
4.3
99.98
NA
NA
NA
NA
07/03'/95
Effluent
ND
ND
ND
ND
ND
0
100.00
NA
NA
NA
NA
68/03/95
Effluent
ND
ND
ND
ND
ND
0
100.00
NA
NA
NA
NA
09/06/95
Effluent
ND
ND
ND
ND
2.7
2.7
99.99
NA
NA
NA
NA
10/03/95
Effluent
2.5
ND
ND
ND
ND
2.5
99.99
NA
NA
NA
NA
11/13/95
Effluent .
ND
ND
ND
ND
2.7
2.7
99.99
NA
NA
NA
NA
12/18/95
Effluent
ND
ND
ND
ND
5.3
5.3
99.98
NA
NA
NA
NA
01/02/96 .
'Effluent
ND
ND
ND
ND
ND
0
100.00
NA
NA
NA
NA
01/11/96
Effluent
2.9
ND
ND
ND
4.4
7.3
99.96
NA
NA
NA
NA
02/13/96
Effluent
1.9
1.5
ND
ND
1.9
5.3
99.96
NA
NA
NA
NA
03/04/96
Effluent
ND
ND
ND
ND
ND
0
100.00
NA
NA
NA
NA
04/04/96
Effluent
9.3
10
ND
ND
ND
19.3
99.93
NA
NA
NA
NA
05/08/96
Effluent
ND
ND
ND
ND
ND
0
100.00
NA
NA
NA'
NA
06/06/96
Effluent
ND
ND
ND
ND
ND
0
100.00
NA
NA
NA
NA
07/01/96 1
Effluent I
ND I
ND
ND
ND
ND
0
100.00
NA
NA
NA
NA
f:\...\1950079\system\SANDGRS.WK4\Hydro Rec Graph

Table 6
Summary of Analytical Results (1)
Groundwater Remediation System
Sandy Mush Express
Sample
Date
Sample
Port
Benzene
Toluene
Ethylbenzene
Total Xylenes
MTBE
Total Hydrocarbon
Concentration .
Total Hydrocarbon
% Removal
Average Daily
Discharge(2)
Total Hydrocarbons
Recovered Per Period pbs)
Total Hydrocarbons
Recovered(3)
Total Hydrocarbons
Recovered to Date (4)
08/05/96
Effluent
ND
ND
ND
ND
ND
0
100.00
NA
NA
NA
NA
09/04/96
Effluent
ND
ND
ND
ND
ND
0
100.00
NA
NA
NA
NA '
10/10/96
Effluent
ND
ND
ND
ND
ND
ND
100.00
NA
NA
NA
NA
11/06/96
Effluent
ND
ND
ND
ND
ND
ND
100.00
NA
NA
NA
NA
12/05/96
Effluent
ND
ND
ND
ND
ND
ND
100.00
NA
NA
NA
NA
01/21/97
Effluent
1.1
1.1
ND
ND
ND
2.2
99.99
NA
NA
NA
NA
02/10/97
Effluent
1.2
ND
ND
ND
ND
1.2
99.99
NA
NA
NA
NA
03/06/97
Effluent
ND
ND
ND
ND
ND
ND
100.00
NA
NA
NA
NA
04/23/97
Effluent
ND
ND
ND
ND
ND
ND
100.00
NA
NA
NA
NA
05/09/97
Effluent
ND
ND
ND
ND
ND
ND
100.00
NA
NA
NA
NA
06/05/97
Effluent
ND
1.1
ND
ND
ND
1.1
NA
NA
NA
NA
NA
07/02/97
Effluent
ND
ND
ND
ND
ND
ND
100.00
NA
NA
NA
NA
08/28/97
Effluent
180
220
3.2
100
25
528.2
94.30
NA
NA
NA
NA
09/17/97
Effluent
45
36
1.1
20
14
116.1
NA
NA
NA
NA
NA
NPDES Permit Limits
142.8
22
NS (10)
NS
NA
NA
NA
NA
NA
NA
NA
Notes:
1. Analyses by EPA Method 602; results reported in µg/L.
2. Average daily discharge in gallons per day.
3. Total hydrocarbons recovered (lbs/hr) = [ total hydrocarbon concentration (µg/L) x avg. daily discharge (gal./day) x 3.785 (L/gal) x .000001 (g/µg) x .002205 (Ibs./g) ] / 24 hours/day.
4. Total hydrocarbons recovered to date (Ibs.) = total hydrocarbons recovered (lb/hr) x 24 hrs/day x days of operation (downtime not subtracted).
5. Analysis not performed
6. Not applicable.
7. After air stripper.
8. Not detected at or above the method detection limits specified in the laboratory report.
9. Between activated carbons.
10. Not specified.
f:\...\1950079\system\SANDGRS.WK41Hydro Rec Graph

Table 5
Summary'" EFFLUENT Flow Data
Sandy Mush Express
Alexander Mills, Rutherford County
GWI # 5538
Effluent.
Cumulative
Interval
Average Daily
Date
Meter Reading
Flow
Flow
Discharge
(Gallons);
(Gallons)
(Gallons)
(GPD)
08/06/97
1,241,358
1,241,092
7,371
819
08/28/97
1,241,428
1,241,162
70
3
09/17/97
1,241,433
1,241,167
5
0
09/22/97
1,241,822
1,241,556
389
78
09/29/97
1,242,087
1,241,821
265
38
Notes:
1. Meter readings and interval flow reported in gallons; average daily flow reported in gallons per day.
2. Interval flow represents the mathematical difference between the current and previous greeter reading.
3. Average daily flow represents the quotient of the interval flow divided by the number of days during the interval.
f:\...\1950079\system\SANDFLOW.WK4\Sysflow Data

Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Pace Analytical Huntersville NC 28078
Tel: [phone]
Fax:[phone]
October 02, 19%7
Mr. Pete Jordan
Shield Environmental
2848 I-85 South
Suite H
Charlotte, NC 2820E
i
� I I
i. II I
Assolciates, Inc.
i
I
i
RE: PACE Project No. 00919.519
Client Reference: 1950079/Sandy Mush
;
;
Dear- Mr° Jordan
Enclosed is the report of laboratory analyses for samples received
September 19, 1997.
Footnotes are given at the end of the report.
If you have any questionsiconcerni.g this
to contact us. !:
Sincerely, !
f
!i
i r I
Felicia C Grogan w
Project Manager
Enclosures
report, please feel free
.1.
REPORT aF LAB RATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent 'of Pace Analytical Services, Inc.

i,
II I.
Shield Environmental Associates, Inci;
2848 I-85 South
Suite H
Charlotte, NC 28208
Attn: Mr. Pete Jordan
Client Reference: 1950079/Sandy Mush
PACE Sample Number:
Date Collected:
Date Received:
Client Sample ID:
Parameter. Units
INORGANIC ANACTS157- -
INDIVIDUAL PARAMETERS
Iron
Lead
Manganese
Oil & Grease
Solids, Total Suspended
ORGANIC ANALYSIS
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Tel: [phone]
Fax:[phone]
October 02, 1997
PACE Project Number: 670919519
NC Wastewater Lab Cert. #12
NG- Drink-i ngwater -L- a-b- Cert : #37706
SC Lab Cert. #99006
92 0191323
09/17/97
09/19/97
Effluent
PRL - Sandy Mush METHOD
DATE ANALYZED
L 0.050
3.4
200.7
09/25/97
L 0.005
0.028
239.2-
09/25/97
L 0.010
12
200.7
09/25/97
L 1
1
5520 B
10/01/97
L 1
14
2540 D
09/22/97
BTEX WITH MTBE & 12DCA
I'' " I'
Methyl-t-butyl ether
ugl
1.0
Benzene
ug'/L
1.0
Toluene
ug'/L
1.0
Ethylbenzene
ug/L
1.0
Xylenes, (total)
a ug/L
1.0
1,2-Dichloroethane
I
ug'/L
1.0
These data have treen reviewed and 'are approved for release.
Margaret S. Harding
Manager, Laboratory Operations
601/602
14
10/01/97
45
10/01/97
36
10/01/97
1.1
10/01/97
20
10/01/97
2.1
10/01/97
I
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.

i Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Pace Analytical - I Huntersville, NC 28078
Tel: [phone]
Fax:[phone]
Mr. Pete Jordan FOOTNOTES October 02, 1997
Page 2 for page 1 PACE Project Number: 670919519
Client Reference: 1950079/Sandy Mush
PRL PACE Reporting Limit
i -
�i
i I
I
REPORT OThis re FF LAB ot be reproduced,
ANALYSIS
without the ritten consent of Pace Analytical Services, Inc.

Mr. Pete Jordan AU
Page 3
Client Reference: 1950079/Sandy Mush
Lead
Batch: 92 64241
Samples: 92 0191323
I
ITY CONTROL DATA
METHOD BLANK AND SAMPLE DUPLICATE:;
Parameter Units
Lead— mg/
SPIKE AND SPIKE DUPLICATE:
;I
i I!
Parameter Units
eL a-d mg/!L
1
LABORATORY CONTROL SAMPLE AND CONTROL SAMPLE
I '
Parameter Units
eL a� mg/'L
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Tel: [phone]
Fax:[phone]
October 02, 1997
PACE Project Number: 670919519
Duplicate
Method of
PRL Blank 920190629-92 0190629 RPD
0.005 NO 0.007 .0.008 13%
Spike
Spike Dupl
PRL 920190629 Spike Recv Recv RPD
0.005 0.007 0.020 101% 100% 1%
DUPLICATE:
Reference Dupl
PRL Value Recv Recv RPD
0.005 .0.020 106% 112% 6%
REPORT, OF nnot
RATORY ANALYSIS
This r pbrtl hreproduced, except in full,
without the �vitt�n consent of Pace Analytical Services, Inc.

Mr. Pete Jordan Q dLITY CONTROL DATA
Page 4 I i'
Client Reference~-1950079/Sandy. M...._ ....
i
Oil & Grease
Batch: 92 64555
Samples: 92 0191323
METHOD BLANK:
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
.Tel: [phone]
Fax:[phone]
October 02, 1997
PACE Project Number: 670919519
Method
Parameter Units PRL Blank
Oi &Grease mg/L 1 ND
tABORRTO€ Y-- CONTROU" SAMPLE:
Parameter Units PRL
Oi & Grease mg/L 1
i
I` I
REPORT; OF LABORATORY ANALYSIS
This report:shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
Reference
Value Recv
50.0 81%

Mr. Pete Jordan QUALITY CONTROL DATA
Page 5
Cl tent Reference: 1950'a79/Sandy- M sh", "
{ i I •
Solids, Total Suspended
Batch: 92 64086 i
Samples: 92 0191323
METHOD BLANK AND SAMPLE DUPLICATE:,
Parameter Un-
o�otal Suspended mg,
LABORATORY CONTROL SAMPLE:
Parameter
So i s, Total Suspended
Units
mg/L
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Tel: [phone]
Fax:[phone]
October 02, 1997
PACE Project Number: 670919519
920191323 Duplicate
Method Effluent of
PRL Blank Sandy Mush 92 0191323 RPD
1 ND 14 16 13%
PRL
1
i
i
i
REPORT This rehLAB �RATORY ANALYSIS reproduced, except in full,
without the ritten consent of Pace Analytical Services, Inc.
i
Reference
Value Recv
100 100%

j Pace Analytical Services, Inc.
Ij 9800 Kincey Avenue, Suite 100
Pace Analytical Huntersville, NC 28078
Mr. Pete Jordan QUALITY CONTROL DATA
Page 6
Cl i ent._ Reference.;_ 19.5007.9/.Sandy_.Mu,sh.
ICP QUALITY CONTROL
Batch: 92 64309
Samples: 92 0191323
METHOD BLANK AND SAMPLE DUPLICATE:
Parameter
Manganese
Aluminum'
Ant imony
Arsenic
Barium
Beryllium
Boron
Cadmium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Molybdenum
Nickel
Potassium
Selenium -
Silver
Sodium
Thallium
Tin
Titanium
Vanadium
Zinc
Tel: [phone]
Fax: [phone]
October 02, 1997
PACE Project Number: 670919519
i
,r.
Method
�!
Units
PRL
Blank
mg/
0.010
l mg/L
0.10
ND
m97 L,.,.._ ._ .
li mg/L
2.0_.� ..
0.50
ND
mg/IL
0.010
ND
mg/L
i;
0.010
ND
i
mg/L
0.10
ND
mg/L
0.010
ND
mg/;L
0.10
ND
mg/iL
0.010
ND
mg/L
0.010
ND
mg/L
0.010
ND
mg/L
0.050
ND
mg/'L
0.10
ND
mg/ L
0.20
ND
mg/ 'L
0.010
ND
mg/L
0.05
ND
mg/L
0.05
ND
mg/
1.0
ND
mg/,
6.50
ND
mg/
�
6.050
ND
mg/
0.20
ND
i mg/L
0.50
ND
m L
' 9/
0.20
ND
mg/L
0.010
ND
mg/L
0.010
ND
mg/L
0.010
ND
Duplicate
of
920192141 92 0192141
0.20 0.20
RPD
0%
REPORTOF LAB RATORY ANALYSIS
This r Oort�shall not b reproduced, except in full,
without the k6tt n consent pf Pace Analytical Services, Inc.
1 li I I

QU
Mr. Pete Jordan A ITY Cl
Page 7
Client Reference: 1950079/Sandy Mush`
ICP QUALITY CONTROL
Batch: 92 64309
Samples: 92 0191323
SPIKE AND SPIKE DUPLICATE:
Parameter
A uminum
Antimony
Ar. sen.i.c- ....
Barium
Beryllium
Boron
Cadmium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Molybdenum
Nickel
Potassium
Selenium
Silver
Sodium
Thallium
Tin
Titanium
Vanadium
Zinc
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Tel: [phone]
Fax:[phone]
)NTROL DATA October 02, 1997
PACE Project Number: 670919519
Units
mg/L
mg/L
mg/L.....
mg /L
mg/L
mg/L
mg/iL
mg/L
mg/L
mg/!L
mg/L
mg/'L
mg/L
mg/L
mg/L
mg/'L
mg/L
mg /,L
mg/ L
mg/L
mg/L
mg /L
mg/L
mg/L
mg/L
mg/iL
h
Spike
Spike
Dupl
PRL
920192141
Spike
Recv
Recv
RPD
0.10
ND
50
96%
95%
1%
0.20
ND
2.0
100%
98%
2%
0...5A.....__N!)
.............__.
2-0_.....
95%
•_-.96%
1%
0.010
0.031
1.0
95%
94%
1%
0.010
ND
1.0
99%
99%
0%
0.10
0.11
1.0
96%
96%
0%
0.010
ND
1.0
99%
99%
0%
0.10
60
50
84%
84%
0%
0.010
ND
1.0
.96%
96%
0%
0.010
NO
1.0
95%
95%
0%
0.010
0.032
1.0
98%
97%
1%
0.050
0.15
25
93%
93%
0%
0.10
ND
2.0
97%
96%
1%
0.20
24
25
99%
98%
1%
0.010
0.20
1.0
94%
93%
1%
0.05
ND
1.0
96%
96%
0%
0.05
ND
1.0
94%
96%
2%
1.0
1.6
50
97%
97%
0%
a.5a
RD
2.0
lag%
109%
0%
0.050
ND
1.0
75%
73%
3%
0.20
16
50
96%
95%
1%
0.50
ND
2.0
91%
93%
2%
0.20
NO
1.0
94%
94%
0%
0.010
NO
1.0
97%
96%
1%
0.010
NO
1.0
99%
99%
0%
0.010
0.012
2.0
99%
99%
0%
REPORTOF LABORATORY ANALYSIS
This report'shall not be reproduced, except in full,
without the i ritten consent of Pace Analytical Services, Inc.

Pace Analytical Services, Inc.
9800
Kincey Avenue, Suite 100
Pace Analytical
Huntersville, NC 28078
Tel: [phone]
Fax: [phone]
Mr. Pete Jordan
;QUALITY CONTROL
DATA
October 02,
1997
Page 8
PACE Project
Number: 670919519
Client Reference: I950079/Sandy
REIS
ICP QUALITY CONTROL i
1
Batch: 92 64309
Samples: 92 0191323
f
LABORATORY CONTROL SAMPLE AND CONiRU
'SAMPL'E
DUPLICATE:
Reference
Dupl
Parameter
Units
PRL
Value
Recv
Recv
RPD
A um-'f inum
mg/L
0.10
50
3
94%
1%
Antimony
mg/'L
0.20
2.0
97%
100%
3%
Arsenic
I
mg/.
0.50
2.0
101%
93%
8%
Barium
!
mg/L
0.010
1.0
94%
95%
1%
Beryllium
mg/L..-
0:UT0''""`
1:.0.....".
97%
98%
1%
Boron
mg/L
0.10
1.0
94%
96%
2%
Cadmium
mg/L
0.010.
1.0
96%
98%
2%
Calcium
mg/L
0.10
50
93%
94%
1%
Chromium
mg/L
0.010
1.0
96%
96%
0%
Cobalt
i
mg/L.
0.010
1.0.
94%
95%
1%
Copper
I
mg%L
0.010
1.0
96%
97%
1%
Iron
i
mg/L
0.050
25
92%
94%
2%
Lead l
mg/L
0.10
2.0
95%
97%
2%
Magnesium
mg/L
0.20
25
98%
98%
0%
Manganese
mg/L
0.010
1.0
95%
96%
1%
Molybdenum
mg/!L
0.05
1.0
97%
97%
0%
Nickel
j'
mg/1L
0.05
1.0
94%
96%
2%
Potassium
mg/L
1.0
50
95%
95%
0%
Selenium
1
mg/L
0.50
2.0
104%
103%
1%
Silver
11:
mg/L
0.050
1.0
94%
94%
0%
Sodium
mg/L
0.20
50
94%
95%
1%
Thal.imum
i
mg/L
0,50-
2.0
94%
89%
5%
Tin
i
mg/L
0.20
1.0
98%
96%
2%
Titanium
I
mg/ L
0.010
1.0
96%
97%
1%
Vanadium
mg/L
0.010
1.0
98%
99%
1%
Zinc
mg/L
0.010
2.0
97%
98%
1%
REPORT !OF LABORATORY ANALYSIS
This r portshall not be reproduced, except in full,
without the ktten consent'of Pace Analytical Services, Inc.

i
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Pace AnalytocalHuntersville, NC 28078
Tel: [phone]
Fax:[phone]
Mr. Pete Jordan
Page 9
QUALITY CONTROL DATA October 02, 1997
PACE Project Number: 670919519
Client Reference: 1950079/Sandy Mush
BTEX- WITH" MTBE-._&. rZDCA.._.. .
Batch: 92 64457
Samples: 92 0191323
METHOD BLANK AND SAMPLE DUPLICATE::
Parameter
MetMet— t�yT-t--butyl ether
Benzene
Toluene
Ethyl benzene.-
Xylenes, (total)
1,2-Dichloroethane
LABORATORY CONTROL SAMPLE:
Parameter
Met y-l-t-butyl ether
Benzene
Toluene
Ethylbenzene
Xylenes, (total)
1,2-Dichloroethane
Uni ts
ug/L
ug/L
ug/L
ug/
ug/L
ug/�L
Units
ug/,L
ug/L
ug/L
ug/L
ug/'L
ug/L
i
Duplicate
Method
of
PRL
Blank
920191366
92 0191366
RPD
1.0
ND
ND
ND
c
1.0
ND
ND
ND
NC
1.0
ND
ND
ND
NC
1. a._..
NO.......
ND .._..
ND.-...
NC
1.0
ND
ND
ND
NC
1.0
ND
ND
ND
NC
Reference
PRL
Value
Recv
1.0
20
85%
1.0
20
100%
1.0
20
90%
1.0
20
70%
1.0
60
92%
1.0
20
80%
REPORT OFF LAB RATORY ANALYSIS
This r GQ�rt hall not b reproduced, except in full,
i without the �jtt � consent pf Pace Analytical Services, Inc.
II I� '

111
Mr. Pete Jordan F
Page 10 for pages
Client Reference: 1950079/Sandy Mush'.
Pace Analytical Services, Inc.
9800 Kincey-Avenue, Suite 100
Huntersville, NC 28078
Tel: [phone]
Fax: [phone]
TES October 02, 1997
through 9 PACE Project Number: 670919519
NC No calculation due to vallue below detection limit.
ND Not detected at or above the PRL.
PRL PACE Reporting Limit
RPD Relative Percent Difference
1
i
REPORT OF LABORATORY ANALYSIS
This report shall not b6 reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.

SHIELD 'ENVIRONMENTAL ASSOCIATES, INC. (4
(o`�Dg�c��
(704) 39476913
PROJECT NAME CONTACT NAME \o,2�Cpon,z TELEPHONE No.
Samplers: Print Name Signature
ANALYSIS
U
REMARKS
Project No:
E .
U
E
ED
Date
Time
Sample Type
6 0
z 0
-J
0
to
SAMPLE ID
SAMPLE LOCATION
COMMENTS:
Relinquished by
I
Re ive rgn
M J
Time
Relinquished by: (Signature)
2ac by: (�ig—ngture)
Date
Time
,Dispatched by: (Signature)
Date
Time
Received for Laboratory by:
Date
Time
Method of Shipment:
Date
Time

,
WELD ENVIRONMENTAL ASSOCIATES, INC.
CAROLINA BUSINESS CENTER
2848 I-85 SOUTH, SUITE F-
Charlotte, NC 28208
September 22, 1997 [phone]
1-800-395-5220
FAX: [phone]
Mr, Roger Edwards
North Carolina Department of Environment,
Health and Natural Resources \off t
Asheville Regional OfficeQ
59 Woodfm Place -
Asheville, North Carolina 28801-2482
Reference: Permit Limit Exceedance better
`S� andy:M1u`s_1 Expres
Rutherford County', North Carolina
Certificate ,of Coverage Number NCG510067
Groundwater Incident Number 5538
Dear Mr. Edwards:
This letter serves as written notification for an exceedance of the effluent permit limit for
Toluene and Benzene at the referenced site. The exceedance was discovered on September 16,
1997 upon receipt of laboratory analytical data received on September 12, 1997 from an
effluent sample collected on August 28, 1997. The toluene level in the effluent sample was
220 ppb, exceeding the permit limit J 1 ppb.. The Benzene level was 180 ppb, exceeding the
permit limit 71.4 ppb. Shield notified Jim Reed at your office on September 16, 1997 via
telephone of the permit "exceedence and corrective action planned for this system. A copy of
the laboratory analytical report is attached.
A power outage to Remediation system caused a memory loss in the telemetry programming
which caused the system to shut down sometime between 8/28/97 to'9/11/97. Shield's
corrective action includes replacing the carbon in the carbon unit along with powerwashing the
shallow' tray airstripper. Shield will resample the effluent as soon as these corrective measures
are taken'.
If you have any questions or require any "additional information, please contact Pete Jordan. at
[phone].
Sincerely,
;�f
C stian J.ISpir 4eter D. Jordan
Stuff Scientist, Project Manager
cc: Debbie Sailors, Petroleum World, Inc.
f:\...\ 1950079\1etters\permexce.1tr

Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Pace Analvtical Huntersville NC28078
Tel: [phone]
Fax: [phone]
September 11, 1997
J
Mr. Pete Jordan
Shield Environmental Associates, Inc.
2848 I-85 South
Suite H
Charlotte, NC 28208
RE: PACE Project No. 670829.522
Client Reference: 1950079/Sandy Mush
Dear Mr. Jordan:
Enclosed is the report of laboratory analyses for samples received
August 29, 1997.
Footnotes are given at the end of the report.
If you have any questions concerning this report, please feel free
to contact us.
Sincerely,
Felicia C Grogan
Project Manager
Enclosures
'+n
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc. .

Pace Analytical Services, Inc.
9800 Ki ncey Avenue, Suite 100
`Pace Analvtical Huntersville NC 28078
Tel: [phone]
Fax: [phone]
Shield Environmental Associates, Inc. September 11, 1997 "
2848 I-85 South PACE Project Number: 670829522
Suite H
Charlotte, NC 28208 NC Wastewater Lab Cert. #12
NC Drinkingwater Lab Cert. #37706
SC Lab Cert. #99006
Attn: Mr. Pete Jordan
Client Reference: 1950079/Sandy Mush
PACE Sample Number: 92 0173996
Date Collected: 08/28/97
Date Received: 08/29/97
Client Sample ID: Influent
Parameter Units PRL METHOD DATE ANALYZED
INORGANIC ANALYSIS
INDIVIDUAL PARAMETERS
Iron
mg/L
0.050
0.20
200.7
09/02/97
Lead
mg/L
0.005
0.015
239.2
09/08/97,
Manganese
mg/L
0.010
3.8
200.7
09/02/97
Oil & Grease
mg/L
1
ND
5520 B
09/09/97
Solids, Total Suspended
mg/L
1
2
2540 D
09/02/97
ORGANIC ANALYSIS
BTEX WITH MTBE & 12DCA
601/602
Methyl-t-butyl ether
ug/L
50
NO
09/09/97
Benzene
ug/L
50
1900
09/09/97
Toluene
ug/L
'250
4800
09/09/97
Ethylbenzene'
ug/L
50
270
09/09/97
Xylenes, (total)
ug/L
50
2300
09/09/97
1,2-Dichloroethane
ug/L
50
ND
09/09/97
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.

Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Pace Analytical Huntersville NC 28078
Tel: [phone]
Fax:[phone]
Mr. Pete Jordan
Page 2
Client Reference: 1950079/Sandy Mush
September 11, 1997
PACE Project Number: 670829522
PACE Sample Number: 92 0174003
Date Collected: 08/28/97
Date Received: 08/29/97
Client Sample ID: Effluent
Parameter Units PRL METHOD DATE ANALYZED
INORGANIC ANALYSIS
1i►1���/1�I�L1�' ::L1ul�r�f:T
Iron
mg/L
0.050
0.82•
200.7
09/02/97
Lead
mg/L
0.005
0.026•
239.2
09/08/97
Manganese
mg/L
0.010
6.5•
200.7
09/02/97
Oil & Grease
mg/L
1
ND
5520 B
09/09/97
Solids, Total Suspended
mg/L
1
8
2540 D
09/02/97
ORGANIC ANALYSIS
BTEX WITH MTBE & 12DCA
601/602
Methyl-t-butyl ether
ug/L
1.0
25
09/09/97
Benzene
ug/L
10
180•
09/09/97
Toluene
ug/L
10
220
09/09/97
Ethylbenzene
ug/L
1.0
3.2
09/09/97
Xylenes, (total)
ug/L
1.0
100
09/09/97
1,2-Dichloroethane
ug/L
1.0
3.7•
09/09/97
These data have been reviewed and are approved for release.
Margaret S.. Harding
Manager, Laboratory Operations
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.

Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
.Pace Analytical Huntersville NC28078
Tel: [phone]
Fax: [phone]
Mr. Pete Jordan FOOTNOTES September 11, 1997 1
Page 3 for pages 1 through 2 PACE Project Number: 670829522
Client Reference: 1950079/Sandy Mush
ND Not detected at or above the PRL.
PRL PACE Reporting Limit
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.

Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Pace Analytical Huntersville NC28078
Tel: [phone]
Fax: [phone]
Mr. Pete Jordan QUALITY CONTROL DATA September 11, 1997
Page 4 PACE Project Number: 670829522
Client Reference: 1950079/Sandy'Mush
Lead
Batch: 92 63510
Samples: 92 0173996, 92 0174003
METHOD BLANK AND SAMPLE DUPLICATE:
Duplicate
Method
of
Parameter
Units
PRL
Blank
920175263
92 0175263
RPD
Lem—
mg/L
0.005
ND
ND
ND
NC
SPIKE AND SPIKE DUPLICATE:
Spike
Spike Dupl
Parameter
Units
PRL
920175263
Spike
Recv Recv
RPD
Lead
0.005
ND
0.020
84% 91%
8%
LABORATORY CONTROL SAMPLE AND CONTROL
SAMPLE
DUPLICATE:
Reference
Dupl
Parameter
Units
PRL
Value
Recv Recv
RPD
Lead
mg/L
0.005
0.020
936/; 94%
1%
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.

Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Pace Analytical Huntersville, NC 28078
Tel: [phone]
Fax: [phone]
Mr.. Pete Jordan QUALITY CONTROL DATA September 11, 1997 1
Page 5 PACE Project Number: 670829522
Client Reference: 1950079/Sandy Mush
Oil & Grease
Batch: 92 63559
Samples: 92 0173996, 92 0174003
i W419111-IN-1 W:1 C4
Method
Parameter Units PRL Blank
Oi & Grease mg/L 1 ND
LABORATORY CONTROL SAMPLE:
Reference
Parameter Units PRL Value Recv
Oirease mg/L 1 50.0 91%
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.

Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
ti Pace Analycal Huntersville NC28078
Tel: [phone]
Fax:[phone]
Mr. Pete Jordan QUALITY CONTROL DATA September 11, 1997
Page 6 PACE Project Number: 670829522
Client Reference: 1950079/Sandy Mush
Solids, Total Suspended
Batch: 92 63305
Samples: 92 0173996, 92 0174003
METHOD BLANK AND SAMPLE DUPLICATE:
Duplicate
Method of
Parameter Units PRL Blank 920172396 92 0172396 RPD
So�sd , Total Suspended mg/L 1 ND 42 39 7%
LABORATORY CONTROL SAMPLE:
Reference
Parameter Units PRL Value Recv
So i s, Total Suspended mg/L 1 100 109%
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.

Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
.Pace Analytical Huntersville NC 28078
Tel: [phone]
Fax:[phone]
Mr. Pete Jordan QUALITY CONTROL DATA . September 11, 1997
Page 7 PACE Project Number: 670829522
Client Reference: 1950079/Sandy Mush
ICP QUALITY CONTROL
Batch: 92 63334
Samples: 92 0173996, 92 0174003
METHOD BLANK AND SAMPLE DUPLICATE:
Duplicate
Method
920173996
of
Parameter
Units
PRL
Blank
Influent
92 0173996 RPD
INDIVIDUAL PARAMETERS
Manganese
mg/L
0.010
3..8
3.8 0%
ICP QUALITY CONTROL
Iron
mg/L
0.050
0.20
0.20 0%
Aluminum
mg/L
0.10
ND
Antimony
mg/L
0.20
ND
Arsenic
mg/L
0.50
ND
Barium
mg/L
0.010
ND
Beryllium
mg/L
0.010
ND
Boron
mg/L
0.10
ND
Cadmium
mg/L
0.010
NO
Calcium
mg/L
0.10
ND
Chromium
mg/L
0.010
ND
Cobalt
mg/L
0.010
ND
Copper
mg/L
0.010
ND
Iron
mg/L
0.050
ND
Lead
mg/L
0.10
ND
Magnesium.
mg/L
0.20
ND
Manganese
mg/L
0.010
ND
Molybdenum
mg/L
0.05
ND
Nickel
mg/L
0.05,
NO
Potassium
mg/L
1.0
ND
Selenium
mg/L
0.50
NO
Silver
mg/L
0.050
ND
Sodium
mg/L
0.20
ND
Thallium
mg/L
0.50
ND
Tin
mg/L
0.20
NO
Titanium
mg/L
0.010
ND
Vanadium
mg/L
0.010
ND
Zinc
mg/'L
0.010
ND
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.

Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
.Pace Analytical Huntersville NC 28078
Tel: [phone]
Fax:[phone]
Mr. Pete Jordan QUALITY CONTROL DATA September 11, 1997
Page 8 PACE Project Number: 670829522
Client Reference: 1950079/Sandy Mush
ICP QUALITY CONTROL
Batch: 92 63334
Samples: 92 0173996, 92 0174003
SPIKE AND SPIKE DUPLICATE:
Spike
920173996
Spike
Dupl
Parameter
Units
PRL
Influent
Spike
Recv
Recv
RPD
Aluminum
mg/L
0.10
0.11
50
96%
96%
0%
Antimony-
mg/L
0.20
ND
2.0
99%
98%
1%
Arsenic
mg/L
0.50
ND
2.0
96%
104%
8%
Barium
mg/L
0.010
0.67
1.0
94%
92%
2%
Beryllium
mg/L
0.010
ND
1.0
101%
100%
1%
Boron
mg/L
0.10
ND
1.0
100%
99%
1%
Cadmium
mg/L
0.010
ND
1.0
100%
98%
2%
Calcium
mg/L
0.10
6.9
50
97%
95%
2%
Chromium
mg/L
0.010
ND
1.0
98%
97%
1%
Cobalt
mg/L
0.010
0.022
1.0
97%
95%
2%
Copper
mg/L
0.010
0.022
1.0
99%
98%
1%
Iron
mg/L
0.050
0.20
25
97%
96%
1%
Lead
mg/L
0.10
ND
2.0
100%
97%
3%
Magnesium
mg/L
0.20
2.9
25
99%
99%
0%
Molybdenum
mg/L
0.05
ND
1.0
99%
96%
3%
Nickel
mg/L
0.05
ND
1.0
96%
97%
1%
Potassium
mg/L
1.0
3.8
50
101%
101%
0%
Selenium
mg/L
0.50
ND
2.0
107%
104%
3%
Silver
mg/L
0.050
ND
1.0
76%
76%
0%
Sodium
mg/L
0.20
12
50
101%
99%
2%
Thallium
mg/L
0.50
ND
2.0
94%
96%
2%
Tin
mg/L
0.20
ND
1.0
97%
96%
1%
Titanium
mg/L
0.010
ND
1.0
99%
98%
1%
Vanadium
mg/L
0.010
ND
1.0
100%
99%
1%
Zinc
mg/L
0.010
0.026
2.0
99%
98%
1%
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the.written consent of Pace Analytical Services, Inc.

Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Pace Analy�al Huntersville NC28078
Tel: [phone]
Fax: [phone]
Mr. Pete Jordan QUALITY CONTROL DATA September 11, 1997 �
Page 9 PACE Project Number: 670829522
Client Reference: 1950079/Sandy Mush
ICP QUALITY CONTROL
Batch: 92 63334
Samples: 92 0173996,' 92 0174003
LABORATORY CONTROL SAMPLE AND CONTROL SAMPLE DUPLICATE:
Reference
Dupl
Parameter
Units
PRL
Value
Recv
Recv
RPD
Aluminum
mg/L
0.10
50
96%
96%
0%
Antimony
mg/L
0.20
2.0
100%
99%
1%
Arsenic
mg/L
0.50
2.0
105%
103%
2%
Barium
mg/L
0.010
1.0
96%
96%
0%
Beryllium
mg/L
0.010
1.0
100%
100%
0%
Boron
mg/L
0.10
1.0
97%
99%
2%
Cadmium
mg/L
0.010
1.0
98%
99%
1%
Calcium
mg/L
0.10
50
97%
97%
0%
Chromium
mg/L
0.010
1.0
98%
98%
0%
Cobalt
mg/L
0.010
1.0
96%
96%
0%
Copper
mg/L
0.010
1.0
98%
98%
0%
Iron
mg/L
0.050
25
96%
96%
0%
Lead
mg/L
0.10
2.0
96%
97%
1%
Magnesium
mg/L
0.20
25
100%
100%
0%
Manganese
mg/L
0.010
1.0
97%
97%
0%
Molybdenum
mg/L
0.05
1.0
97%
99%
2%
Nickel
mg/L
0.05
1.0
96%
97%
1%
Potassium
mg/L
1.0
50
100%
100%
0%
Selenium
mg/L
0.50
2.0
101%
102%
1%
Silver
mg/L
0.050
1.0
96%
96%
0%'
Sodium
mg/L
0.20
50
100%,
99%
1%
Thallium
mg/L
0.50
2.0
98%
98%
0%
Tin
mg/L
0.20
1.0
97%
98%
1%
Titanium
mg/L
0.010
1.0
98%
98%
0%
Vanadium
mg/L
0.010
1.0
100%
99%
1%
Zinc
mg/L
0.010
2.0
99%
99%
0%
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.

Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Pace Analytical Huntersville NC 28078
Tel: [phone]
Fax: [phone]
Mr. Pete Jordan QUALITY CONTROL DATA September 11, 1997 `
Page 10 PACE Project Number: 670829522
Client Reference: 1950079/Sandy Mush
BTEX WITH MTBE &'12DCA
Batch: 92 63589
Samples: 92 0173996, 92 0174003
METHOD BLANK:
Method
Parameter
Units
PRL
Blank
Met y -t-butyl ether
ug/L
1.6
ND
Benzene
ug/L
1.0
ND
Toluene
ug/L
1.0
ND
Ethylbenzene
ug/L
1.0
ND
Xylenes, (total)
ug/L
1.0
ND
1,2-Dichloroethane
ug/L
1.0
ND
LABORATORY CONTROL SAMPLE:
Reference
Parameter
Units
PRL
Value
Recv
Met y -t-butyl ether
ug/L
1.0
20
115%
Benzene
ug/L
1.0
20'
90%
Toluene
ug/L
1.0
20
95%
Ethylbenzene
'ug/L
1.0
20
95%
Xylenes, (total)
ug/L
1.0
60
95%
1,2-Dichloro'ethane
ug/L
1.0
20
105%
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of. Pace Analytical Services, Inc.
0

Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
,Pace Analytical Huntersville NC 28078
Tel: [phone]
Fax:[phone]
Mr. Pete Jordan FOOTNOTES September 11, 1997 9
Page 11 for pages 4 through 10 PACE Project Number: 670829522
Client Reference: 1950079/Sandy Mush
NC No calculation due to value below detection limit.
ND Not detected at or above the PRL.
PRL PACE Reporting Limit
RPD Relative Percent Difference
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.

Diu
SHIEL.0 ..INC.2&�72848I-85SOUTH, SUITE H 5 SOUTH RAIL IAD
CHARLOTTE, NrM 28208
[phone] CHARLESTON, S.C. 29420
803-824-6006
PROJECT NAME A� �' `� � ` CONTACT NAME TELEPHONE NO.
Samplers: Print Name 0 Signature ,:�� ANALYSIS
ti ,e/
Project No: Sample Type �\ �t�L �a1ucn
1 1 v
SAMPLE ID SAMPLE LOCATION E W 3 o U3 z "0 REMARKS
U 0 . )D/aatee . Time
IX
COMMENTS:
cD
I I �
Relinquished by: (Signature]
'i d b . ( n
Date
Time "
Relinquished by: (Signature)
ceiv d by:. (Signature)
Dispatched by: (Signature]
Date
Time
Received for Laboratory by:
Date
Time
Methotl of Shipment:
Date
Time"

State of North Carolina
Department of Environment,
Health, and Natural Resources
Division of Environmental Management
Asheville Regional Office
James B. Hunt, Jr. Governor
Jonathan B. Howes, Secretary
WATER QUALITY SECTION
October 5, 1993
MEMORANDUM
TO: Jay Lucas
Permits & Engineering Section
THROUGH: Forrest R. Westal _? qzv')
Water Quality Regi nal S ervisor
FROM: James R. Re
Environmentd ngineer
SUBJECT: Sandy Mush Express
NCG510067 - GW Remediation
Rutherford County
This memo is provided in response to your telephone
request of this date. As I had told Charles Lowe
(on 3-16-93, in.response.to his request), regional
staff recommend relocation (in accordance with the
applicant's letter of 3-1-93) of the proposed outfall
from UT Bracketts Creek to UT Morrow Creek. Note
that the classification of Morrow Creek is WS-IV;
Bracketts Creek is class C.
Your assistance in this matter is appreciated. Please
contact me at telephone.number 704-251-6208 if there
are additional questions.
Interchange Buiding, 59 woodfin Place, Asheville, N.C. 28801

00
SHIELD
ENVIRONMENTS
March 1, 1993
Ms. Janice Andersen
State of North Carolina
Department of Environment, Hi
and Natural Resources
Division of Environmental Man.
Groundwater Section 1
59 Woodfin Place
e�
S 1 'jr
Asheville, North Carolina 28801
Reference: Proposed CAP Amendments `�
Sandy Mush Express Mart Site MAR I
Rutherford County, North Carolina
DEM Groundwater Incident Number 5538 =
%NATER OIiALi1Y SECTt01V
NPDES Number NC0082091 ASNEVILLE 44EG10{vAL FFICE
O
Shield Job Number 903581 of e5 zowt- a
�o rU - is hA z r
_Dear Ms. Andersen: -� ✓'� h; �,� yt/L 5X,
.The�following'letter was written to request your -permission xb -amend the corrective action plan
(CAP) for the above referenced site. The amendments deal with the proposed air stripping unit
for groundwater remediation, an oil/water separator, and a change in the NPDES permit.
Proposed NPDES General Permit
Shield has contacted Mr. Charles Lowe of the North Carolina Division of Environmental
Management (NCDEM), Permits and Engineering Section regarding the proposed change from an
individual NPDES permit to a general permit. Currently, Shield is working toward the goal of
obtaining a general NPDES permit for the site.
Proposed New Effluent Discharge Point and Receiving Waters
Based on a review of the original CAP, the effluent discharge from the groundwater treatment
system was to be directed to an unnamed tributary of Bracketts Creek. Bracketts Creek is located "
south of the Sandy Mush facility and across Highway 221-A. In the original CAP,- the discharge
piping was. to be installed under Highway 221-A by trenching across the highway. Based on our
experiences at similar sites, it is unlikely that :the North Carolina Department of Transportation' '.
(NCDOT) will give their permission to trench across the highway. We have also considered an ,
alternative approach that would � allow us to bore horizontally under ' the * highway; however,. the ° :. =
cost of the boring program would be very expensive. Instead of directing the discharge to the
south, we propose directing the discharge to the north to an unnamed tributary of Morrow Creek.
Figure 1 is a topographic map of the area surrounding the ' Sandy Mush site and. shows the . .
intermittent drainage we are proposing for discharge. Figure-.2 shows the location 'of the

-; rdposed CAP Amendmen Page 2
Sandy Mush Express Mart site
Rutherford County, North Carolina
groundwater treatment compound, the proposed location of the underground discharge piping
and the proposed discharge point near the Sandy Mush site. The discharge point is located at an
intermittent stream channel that empties into Morrow Creek (the railroad track shown in the
figure was recently abandoned and is no longer is used). Shield requests that the NCDEM
consider this 'amendment to the original Sandy Mush CAP. We believe that substantial cost
savings will be gained by the proposed discharge arrangement.
Proposed Addition of an Oil/Water Separator
To accommodate the general NPDES conditions, an oil/water separator must be installed as part
of the groundwater remediation system. Shield recommends this change because of the general
permit conditions and because the free product gasoline at RW-2 needs to be removed from the
influent water prior to air stripping. A coalescing plate oil/water separator (Hydroflo Model DP-3
or equivalent) rated for a minimum of 10 gallons per minute is recommended.
Proposed Low Profile Air Stripping Unit
In the original Sandy Mush CAP, a counter current air stripping tower was proposed. Since that
time, a low profile air stripping unit has become available through advances made in the area of air
stripping technology. Shield recommends amending the CAP to allow a low profile stripper to be
installed instead of the originally proposed air stripping towers. The low profile stripper is easier
to maintain and more cost effective since there is no column packing to replace or clean.
System Schematic and Specifications
A schematic representation of the groundwater remedial system has been included as Figure 3.
The manufacturer's specifications for the oil/water separator and the low profile stripper are
presented in Appendix A. Shield plans to extract groundwater from recovery well RW-2 using a
Grundfos Model 5E5 pump or -equivalent, as indicated in the original CAP.
If there are .questions or comments you have regarding this letter or the site, please contact me at
1-800-395-5220.
Sincerely, y
SHIELD ENVIRONMENTAL ASSOCIATES, INC. -
§teven M. Burrows, L.G.
Geologist .

r«"S'r i Iz Q `� �; ---� � T �}� jL��� �) ��1 P R 1 � I�UI � lv �.
WA
or.
In
oi.
v
J)
C)
967
%
d, -7-
I H
an t
9co
:2 866 . . .......
900
C, AR
riv
L h� t 0
(all
Mt' p_�ls 1 900. 0.-
a
And V
FOREST CITY QUADRANGLE
NORTH 'CAROLINA —RUTH ER.FORD Co.J
SCALE I E* 1.24 OrO)
-__SITE
SANDY
LOCATION MAP__
MUSH EXPRESS
DATE : 3-01-93
DRAWN BY
SCALE : AS SHOWN
FIGURE 1
SH I E L D
ENVIRONMENTAL -ASSOCIATES, INC.
0 1 MIL
1000 0 1000 2000 3000 4000 5000 6000 7000 FEET
1 .5 0 1 KILOMETER
QuADRmGLE UKATION CONTOUR INTERVAL 20 FEET
FOREST CITY, N. C. DATUM. IS. MEAN SEA LEVEL

r
Figures

lvircox= MAP
SANDY MUSH,
EXPRESS
(I,&P OIL COMPANY INC. )
On�`/T3Q �v�.
�"❑ SVGN
IIH c E
1 N 495. 9
LL= 49 .
RIWs4 .05
�1NV- l3.110�0
11 " G`NG— 96.84
r =496.
1
LL=40 . i
s1 43 \p11 1
?� 1 V649
84 PP��
O a6.51 I
=49 . 1 p s
NC=492 69 'Z4
RECOVERY
- _ gin:• -
COMPOUND.; .; ;,, : , :'•
_ - - SITE PLAN = --
DATE: 3-01-93 DRAWN 8Y : RM
SCALE :1" = 4 0 •' FIGURE 2
SHIELD,
ENVIRONMENTAL ASSOCIATES INC.

MAT
(TTPZI
,GE
_ SYSTEM SCHEMATIC
DATE: 11-13-92. DRAWN BY : RM
SCALE : NTS FIGURE
SHIELDENVIRONME*NTAL ASSOCIATES, INC.

Appendix A

, 1
S
1
- -'/TER
cur world's most
precious commodity.
H;, ro-Fao is .. to make a clear
torn or-. Our wfa resource- are amc
the most valuable asses we have. They are
irreplaceable, and essential to our economy,
and our lives.
Threatenin; the pu ty of this water are the
trillions of gallons of oily waste which are
generated daily in this country. The sources
are the many industries whose processes
involve contact between oil and water. This
tremendous volume is an environmental
problem in itself (one gallon of oil contami-
nates one million gallons of ground water).
Adding to the problem is the difficulty in
treating oily wastewater.
At Hydro -Flo, cur dedication to quality has
produced the Dyna-Pak coalescing oil/water
separator, a product second to none in the
separation of discetsed oil and settleable
enlirlc Wherhnrvm,rnnnIirarinnrAllefnro

&W W-
WA&4mmff WFILNWxkwmrmklw-

V -
-HYDRO-FLO'S
Dyna-Pak Oil/water
separators provide
maXi,%ium efficiency and
higher capacities in a
package that's more
compact and less
expensive.
BASIC CONCEPTS
The basic concept used by most
manufacturers of gravity type oil water
separators is that materials of different
specific gravities will rise and settle at
predictable rates. By using the basic
formulas, as outlined in Stokes Law, we
can predict the retention time necessary to
separate oil of any specific gravity and
droplet size, from any ,given waste stream at
the desired flow rate. The problem is that a
separator based solely on retention time
cannot effectively separate oil particles
smaller than 150 microns, and if they could
they would be prohibitively large.
By placing certain materials in the waste
stream, the efficiencies of oil/water separa-
tion can be greatly improved due mainly to
Tr-1 DY%TA-PAK
DALESCLYG
EDIA
YUT DYNA-PAK
tSCD;G MEDIA
impingement on .their surfaces. As fine oil
droplets impinge upon the plate surfaces
they coalesce, or merge, with previous drop-
lets to produce much larger droplets. There
they continue to grow in size until they are
large enough to break free and rapidly rise
to the surface where they are skimmed or
decanted. This coalescing action allows
removal of smaller droplets than is possible
with a standard gravity separator.
The effectiveness of any coalescing media
is governed by several critical variables,
shape, density, available surface area,
velocity and dire
of i� w, mate
construction, a
hanalino, capabilities. At Hydro-
Fo we use a proprietary Dyna-Pak
cross corrugated coalescing media.
T ne Dyna-Pak media was designed with
consideration of all these factors. The
specific shape and spacing of the Dyna-Pak
plates provides greater coalescing
pe:,onnance than any othermedia available,
while also assuring maximum protection
from blinding. The Dyna-Pak media is
moided of ahighly oleophilic (oil attracting)
material which greatly enhances our oil -
water separation capabilities.
OPERATION -
INFLUENT DIFFUSION
CHAMBER:
Fow enters the inlet chamber where it is
evenly dispersed through a non -clog dif-
fuser across the width and depth of the
Dvna-Pak. Large solids fall out of suspen-
sion here before entering the separation
chamber.
SEPARATION CHAMBER:
The separation chamber is filled with the
Dyna-Pak coalescing media. The pack cre-
ates a uniform cross -sectional resistance
which further helps disperse the flow
throughout the separation chamber. The
sinuosidial flow of wastewater through the
pack serves to promote intimate contact
between the oil droplets and the plate sur-
faces. The coalesced oil has the least re-
stricted path to exit the waste stream, and
slides to the top of the pack on the surfaces
of the
aces. Solids
ng the pace
a 60 degree
angle of inclination which
is optimum for solids settling.
The solids slide down the plates
gathering both ..ass and velocity as they
near the bottom of the pack and drop into
the sludge collection chamber.
SLUDGE COLLECTION
CHAMBER:
The sludge collection chamber is located
direcly beneath the Dyna-Pak and pro-
vides ample volume for the settled sludge.
The sides of the chamber are sloped at 45
degrees to insure easy and complete re-
moval of the sludee. '
OIL REMOVAL:
The separated oil accumulates at the sur-
face of the separation chamber where it
displaces the water, as the oil layer in-
creases, oil automatically spills over an
adjustable oil skimming weir into an inte-
gral oil reservoir where it can either flow by
gravity or be pumped automatically to
remote storage tanks.
EFFLUENT CHAMBER:
The clean waterleaving the Dyna-Pakflows
under the oil reservoir and up over the ad-
justable effluent weir, which maintains
liquid level throughout the separator
the clean water passes over the effluc=c
weir it enters the effluent or clean water
chamber where it can either flow by gravity
or be pumped automatically.
W

K
}
". _ _Overall effluent oil
Lv=E
OF OIL,
WATER
& SOLIDS
SMALL
DROPL
IN
LARGE
DROPLETSOUT VENT
L
'I
- ti 4 _ - - _ _ - _ _
J-*= OIL
4 * Shown with
SOLIDS optional oil
reservior
,MAJOR SECTION
` --�
e.•MATERIALS OF
CONSTRUCTION:
S tandard materials of construction include,
but are not limited to, carbon steel, stainless
steel, PVC, neoprene, schedule 40 pipe,
15N NSI flanges, and grade 5 stainless
steel fasteners, all water tight weld joints
are double welded and tested either hydro-
statically, magnafluxed, dye -penetrant or
other NDE methods in accordance with
current military specifications.
COATINGS:
Above grade carbon steel tanks have an
exterior surface that is prepared to a SSPC-
SP6, commercial blast, and given one (1)
coat of self priming epoxy paint (6DMT).
All steet tanks have an interior surface that
is prepared to a SSPC-SP10, near white
metal blast, and given two (2) coats of coal
tar epoxy (16 DMT). As a standard on all
buried equipment, Hydro -Flo will supply
dielectric insulators and anodes to, insure
tate-of-the-art corrosion protection for
11;ars of trouble free operation.
Na.-VII
AVAILABLE OPTIONS:
❑ Flow control packages
❑ Influent pump package
CLEAN
WATER
Sludge pump out package '
Q Recovered oil pump out package
Effluent oil content monitor
ZI Heater package for freeze protection
❑ Hazardous environment upgrades
available
0 All stainless steel construction
Elevated temperature protection (For
applications over 140 Degrees F.)
Special coating systems for severe
interior/exterior environments
Sludge auger package
❑ Oil drag skimmer package
Chemical pre and post treatment for
complex emulsions.
FEATURES:
❑ Sizes from 2 GPM to 3000 GPM .
0 Sludge collection chamber -keep media
maintenance free
❑ Compact design -takes up less space than
competitive units
❑ Best possible oil removal without
chemical treatment
❑ Fast and easy installation
❑ Fast delivery
❑ High quality -we can compare every
aspect of our equipment against any of
the competition
content has been
reported
to be up to 60% lower
than that removed
from conventional
separators.
.. with a higher
proportion
of small oil droplets
recovered"
Design & Operation of
Oil -Water Separators
API Publication 421, Feb. 1990
Removes both dispersed oil (down to 10
PPM@ 20 microns) and settleable solids
❑ Custom designs for specialized
applications -no matter what your
requirements are, Hydro -Flo is yourbest
choice for oily waste solutions '
APPLICATIONS:
❑ Automotive :Maintenance Facilities
O Airports
❑ Bus terminals
❑ Bunk plants
❑ Chemical plants
❑ Cosmetic industry
❑ Electro chemical plants
❑ Fabricated meal plants
❑ Glass factories
❑ Grinding and honing operations
❑ Lens grinding and polishing
❑ Military bases
❑ Oil fields & Refineries
❑ Petroleum plants
❑ Pulp and paper mills
❑ Railroad yards
❑ Roiling mill quench oil
❑ Steam cleaning facilities
❑ Textile mills
❑ Tramp oil separation
0 Truck maintenance terminals
❑ Utility companies
0 Wire drawing operation
❑ Wash racks

:in. , _?Der —Aeration Type
STiT 30 SST
"a 1/f
HIGH LEVEL
ALARM SUCH
WATER OUiLEE - 3r FLANGE
*NOTE: Height shown is 'for STAT unit with six aeration plates. �
Adjust height by 10-114' for each aeration plate added or deleted.
Blower location can be changed to suit application.
ESHELMAN CAROLINAS, INC.
1127 COMMERCIAL AVE.
CHARLOTTE, NC 28205
[phone]
Sales Drawing ff1180SO
92.04.22
Q CARBON M 1992

INL E
1" DIA. FFT
47
—e
�.4REONA1R
Carbon Adsorber—liquid Phase
PC 1
OUTLET
1" CIA. FFT
c
V
BLACK RUBBER BUMP GUARD
Materials:
Non —corrosive high density
polyethelene inner shell.
Continuously wound high
strength fiberglass outer shell.
Specifications:
Max. worldng pressure: 125 psi.
Max. temperature: 120'F.
BLACK RUBBER BASE
Sales Drawing # 107463
91.06.20
Qc CARBONAIR 1991

Tank Closure Report
Cracker Barrel
Rutherford County, North Carolina
Shield No. 930000.204
ppm TPH was IA -I, which exhibited a TPH level of 101 mg/kg. 'We estimate that this TPH
value was due to a leak in the product transfer line.. Based on these laboratory analytical results,
Shield recommends the performance of an SSE..
5.0 LEbIITATIONS
This report has been prepared for the exclusive use of Petroleum World, Inc. for specific
application to the referenced site located in Rutherford County, North Carolina. The assessment
was conducted based on the scope of work and level of effort desired by the client and with
resources adequate only for that scope of work. Our findings have been developed in
accordance with generally accepted standards of geology and hydrogeology practices in the State
of North Carolina, available information, and our professional judgment. No effort has been
made to misrepresent the conditions of the site. No other warranty is expressed or implied.
The data presented in this report are indicative of conditions that existed at the precise locations
sampled and at the time the samples were collected. Additionally, 'the data obtained from
samples would be interpreted as being meaningful with respect to parameters indicated in the
laboratory report. No additional information can logically be inferred from this data. Shield
does not represent analytical data as being true and correct; that is the sole responsibility of the
laboratory.

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO082091 0)tP� �
pERNff= NAME: Petroleum World, Inc.
FACILITY NAME: Sandy Mush Express
Facility Status: Proposed G �' 1
Permit Status: New W t 1'
Major
Minor -4
a er Que ity
Pipe No.: 001 S E P 9 —
Design Capacity- 0.0064 MGD Mheville Region
Domestic (% of Flow): Seville, North
Industrial (% of Flow): 100 %
Comments: -
Groundwater remediation. Note comments from region concerning; twc
outfalls and two flows.
RECEIVING STREAM: an unnamed tributary to Bracketts Creek
Class: C
Sub -Basin: 03-08-02
Reference USGS Quad: Forest City. (please attach)
County: Rutherford
Regional Office: Asheville Regional Office
Previous Exp. Date: 00/00/00 Treatment Plant Class:
Classification changes within three miles:
Requested by: I Charles Lowe Date: 5/12/92
Prepared by:
INNIN
Ila
3

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestoi:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Sandy Mush Express (site 1)
NCO082091
Industrial - 100%
Proposed New
UT Bracketts Creek
C
030802
Rutherford
Asheville
Lowe
5/12/92
F11SE
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Request # 6923 R EC E IVIED
Water Quality Stkcticm
.JUL 2 8 1992
Asheville Regional OffiSi
ftheville, North Carol1w.
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
0.01 cz
Summer 7Q10 (cfs):
0.0
Winter 7Q10 (cfs):
0.0
--J
Average Flow (cfs):
0.01
30Q2 (cfs):
0.0
IWC (%):
C-5
CD
I
Groundwater remediation project. ARO requests review of three sites and two wasteflows.
Special Schedule Requirements and additional comments from Reviewers:
9 �
RETURN TO TECHNICAL SERVICES BY: AUG 2 1 1992

2
Recommended Limits
Mon. Avg.
Flow (MGD):
Benzene, (µg/l):
Toluene (µg/l):
MTBE (µg/1):
TOXICS/CONVENTIONAL PARAMETERS
Daily Max.
E=uency �F.
0.0064
Weekly
71.4 ,
Monthly WQ
11
Monthly. WQ
monitor
Monthly
X_ Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed
M
No parameters are water quality limited, but this discharge may affect future allocations.
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Special Instructions or Conditions
BTEX parameters should be monitored using an EPA -approved method to a detection level of 1 ppb (µg
Minimum treatment will include oil/water separator, air stripping or diffused aeration and activated carbo
adsorption. Design and construction of the waste treatment facility will emphasize the use of plastic pipe
and fittings where practically possible.
Wasteload sent to EPA? (Major) _N (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

AlbAl
NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0082091
PERMr= NAME. Petroleum World, Inc.
FACILITY NAME: Sandy Mush Express
Facility Status: Proposed
Permit Status: New
Major Minor -4
Pipe No.: 001
Design Capacity: 0.0064 MGD
Domestic (% of Flow):
Industrial (% of Flow): 100 %
Comments:
Groundwater remediation. Note comments from region concerning two
outfalls and two flows.
RECEIVING STREAM: an unnamed tributary to Bracketts Creek
.Class: C
Sub -Basin: 03-08-02
Reference US.GS Quad: Forest City (please attach)
County: Rutherford
Regional Office: Asheville Regional Office
Previous Exp. Date: 00/00/00 Treatment Plant Class:
Classification changes within three miles:
Requested by: Charles Lowe Date: 5/12/92
Prepared by: Date: � / iZ_
Reviewed b Date: cl
Modeler
Date Rec.
#
SM,J
S
lz
z
Drainage Area (mil ) 0. ;t s
Avg. Streamflow (cfs): 0.3g
7Q10 (cfs) 0. iA Winter 7Q10 (cfs) a i7 30Q2 (cfs) O. 20
Toxicity Limits: IWC % Acute/Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream Location .
Effluent
Characteristics
�R,l 4x,
r£ v Lac
BOD5 (m )
NH3-N (mgtl
D.O. (mg/1)
TSS (mg/1)
F. Col. (/100 ml)
pH (SU)
'
3 10 C13
w
6.0
Comments: ",-'5 Pe (,� M / 4,-A� a r �t)0 ':r- & �0-2s 6L"

FACT SHEET FOR WASTELOAD ALLOCATION
S
Sandy Mush Express QWd 002
NPDEName:
S No.:
NC0082091
Type of Waste:
Industrial - 100%
Facility Status:
Proposed
Permit Status:
New
Receiving Stream:
UT Bracketts Creek
Stream Classification:
C
Subbasin:
030802
County:
Rutherford
Regional Office:
Asheville
Requestor:
Lowe
Date of Request:
5/12/92
Topo Quad:
F11SE
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Request # 69231 R E C E I V IED
Water Quality Section
JUL 2 8 1192
,Mbeville Regional 4
Atsheville, Nodh Carotin
Stream Characteristic:
USGS #
Date: .
Drainage Area (mi2):
0.25
Summer 7Q10 (cfs):
0.12
Winter 7Q10 (cfs):
0.17
Average Flow (cfs):
0.38
30Q2 (cfs):
0.20
IWC (%):
rl ,LP
Groundwater remediation project. ARO requests review of three sites and two wasteflows.
Special Schedule Requirements and additional comments from Reviewers:
Recommended
Reviewed by
Instream
Regional 'sor:
Permits & ngineerin
7/15/92_
RETURN TO TECHNICAL SERVICES BY: n i i r 2T1992
3 92

2
TOXICS/CONVENTIONAL PARAMETERS
Recommended Limits
Mon. Avg. Dail. F=uency
Flow (MGD): 0.0064 Weekly
Benzene (µg/1): V�7 Monthly WQ ,1 tt � ^"a
Toluene (µg/1): Monthly WQ
MTBE (µg/l): monitor Monthly
X_ Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
0
No parameters are water quality limited, but this discharge may affect future allocations.
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Special Instructions or Condition
BTEX parameters should be monitored using an EPA -approved method to a detection level of 1 ppb (µg
Minimum treatment will include oil/water separator, air stripping or diffused aeration and activated carbo
adsorption. Design and construction of the waste treatment facility will emphasize the use of plastic pipe
and fittings where practically possible.
Wasteload sent to EPA? (Major) _N (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description. of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

NPDES WASTE LOAD ALLOCATION
PERMIT NO.:. NCO082091
PERMI'= NAME: Petroleum World, Inc.
FACILITY NAME: Sandy Mush Express
Facility Status: Proposed
Permit Status: New
Major Minor
Pipe No.: 001
Design Capacity: 0.0064 MGD
Domestic (% of Flow):
Industrial (% of Flow): 100 %
Comments:
Groundwater remediation. Note comments from region concerning two
outfalls and two flows.
RECEIVING STREAM: an umtamed tributary to Bracketts Creek
Class: C
Sub -Basin: 03-08-02
Reference USGS Quad: Forest City (please attach)
County- Rutherford
Regional Office: Asheville Regional Office
Previous Exp. Date: 00/00/00 Treatment Plant Class:
Classification changes within three miles:
Requested by: Charles Lowe Date: 5/12/92
Prepared by: Date: Y,/ 9 Z-
Reviewed b Date: o'2G
Modeler
Date Rec.
#
M
S lz
z
G
Drainage Area (miz ) I 'if. S Avg. Streamflow (cfs): 1.
7Q10 (cfs) 2.0 Winter 7Q10 (cfs) -; 3 30Q2 (cfs) 5= 3
Toxicity Limits: IWC % Acute/Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream Location
Effluent
Characteristics
BOD5 (m )
NH3-N (mg/1)
D.O. (mg/1)
TSS (mg/1)
F. Col. (/100 ml)
pH (SU)
Awzl ,,4 f �v Llf-
Maw 11�-
44-1
6101.7,1✓
4iul.4 Tcl L (w
Tt�� �° ��
err►,, faiAlm
� ��
Comments: � lj)L E-* b61a'Sa-

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Sandy Mush Express _W 003)
NCO082091
Industrial - 100%
Proposed
New
UT Bracketts Creek
C
030802
Rutherford
Asheville
Lowe
5/12/92
F11SE
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Request # 6923c
Water Quality Action
JUL 2 8 1992
bsfieville Regional 0
Stream Characteristic. %sheville, North Carol
USGS #
Date:
Drainage Area (mi2):
6.5
Summer 7Q10 (cfs):
3.0
Winter 7Q10 (cfs):
4.3
Average Flow (cfs):
9.8 C�
30Q2 (cfs):
5.3,'=
r z a
IWC (%):
.33 IV -
Groundwater remediation project. ARO requests review. of three sites and two wasteflows.
Special Schedule Requirements and additional comments from Reviewers:
Recommended
7/15/92_
Reviewed by, V
Instream Assessm /t:,Date: '7/
Regional,S isor: Date:
Permits & gineering: Date:
RETURN TO TECHNICAL SERVICES BY: AUG 2 1 1992

2
TOXICS/CONVENTIONAL PARAMETERS
Recommended Limi
Mon. Avg.
Dail.
Flow (MGD):
0.0064
Benzene (µg/1):
monitor
Toluene (µg/1):
monitor
MTBE (µg/1):
monitor
F=uency
Weekly
Monthly WQ
Monthly WQ
Monthly
X_ Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
�S'
No parameters are water quality limited, but this discharge may affect future allocations.
'MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Special Instructions or Conditions '
BTEX parameters should be monitored using an EPA -approved method to a detection level of 1 ppb (µg
Minimum treatment will include oil/water separator, air stripping or diffused aeration and activated carbo
adsorption. Design and construction of the waste treatment facility will emphasize the use of plastic pipe
and fittings where practically possible.
Wasteload sent to EPA? (Major) N (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

PERMIT NO.: NCO082091
PERNIT= NAME: Petroleum World, Inc.
NPD{�ES WASTE p�gq LOAD ALLOCATION
tr.. 4� i:,. I Y, 1E 1: k I I
J�ter Q�:n!it; 5tim
FACILITY NAME: Y P
Sand Mush Express 5LP 9 - jG42
Facility Status: Proposed
Permit Status: New ? eviile Regional ;
nvitle, North Csr*__ ,
Major Minor
Pipe No.:
11
Design Capacity:
. 0.0120 MGD
Domestic (% of Flow):
Industrial (% of Flow): 100 %
Comments:
Groundwater remediation. Note comments from region concerning two
outfalls and two flows.
RECEIVING STREAM: an unnamed tributary to Bracketts Creek
Class: C
Sub -Basin: 03-08-62
Reference USGS Quad: Forest City (please attach)
County. Rutherford
Regional Office: Asheville Regional Office
Previous Exp. Date: 00/00/00 Treatment Plant Class:
Classification changes within three miles:
Requested by: Charles Lowe
Prepared by A,
Reviewe b .
Date: 5/12/92
Date: d' ! 79 -L-
Date:
ModelerI
Date Rec.
#
Drainage Area (miZ) 0. a/ Avg. Streamflow (cfs): 0.61
7Q10 (cfs) o-o Winter 7Q10 (cfs) o. 6 30Q2 (cfs) o, o
Toxicity Limits: IWC % Acute/Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream Location
Effluent
Characteristics
l
BOD5 (mg/1)
NH3-N (mg/1)
D.O. (mg/1)
TSS (mg/1)
F. Col. (/100 ml)
pH (SU)
,Avz WS,
71,
140.► 714 (wf))
67
A4"A lhl-
�w

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Sandy. Mush Express (site 1)
NCO082091
Industrial - 100%
Proposed
New
UT Bracketts Creek
C
030802
Rutherford
Asheville
Lowe
5/12/92
F11SE
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Request # 6924
Stream Characteristic:
USGS #
Date:
Drainage Area (m0):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
RECEIVED
Water Quality Action
JUL 2 8 992
Mieville Regional Cr .
Rsheville, forth Carat
0.01
0.0
0.0
0.01
0.0
IDO
Groundwater remediation project. ARO requests review of three sites and two wasteflows.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by: ' "� Da
te:
ate:
Reviewed by
�,
9
Instream Assessment;
Regional Xngpineerin
s r:
Permits &
7/15/92_
RETURN TO TECHNICAL SERVICES BY: AUG 2 1 1992
Z

2
Recommended Limits
Mon.
Flow (MGD):
Benzene (µg/l):
Toluene (µg/1):
MTBE (µg/1):
TOXICS/CONVENTIONAL PARAMETERS
Daily Max.
Fri. ugncv W_QXL
0.012
Weekly
71.4
Monthly WQ
11
Monthly WQ
monitor
Monthly
X Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
O
No parameters are water quality limited, but this discharge may affect future allocations.
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Special Instructions or Conditions
BTEX parameters should be monitored using an EPA -approved method to a detection level of 1 ppb (µg
Minimum treatment will include oil/water separator, air stripping or diffused aeration and activated carbo
adsorption. Design and construction of the waste treatment facility will emphasize the use of plastic pipe
and fittings where practically possible.
Wasteload sent to EPA? (Major) N (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO082091
Petroleum World, Inc.
PERNU= NAME: -
FACILITy NAME: Sandy Mush Express
Facility Status: Proposed
Permit Status:. New
Major Minor.
Pipe No.: 001
DesignCapacity: . 0.0120 MGD
Domestic (% of Flow):
Industrial (% of Flow): 100 %
Comments:
Groundwater remediation Note comments from region concerning two
outfalls and two flows,
RECEIV].NG STREAM: an unnamed tributary to Bracketts Creek
Class: C
Sub -Basin: 03-08-02
Reference USGS Quad: Forest City _ (please attach)
County. Rutherford
Regional Office: Asheville Regional Office
Previous Exp. Date: 00/00/00 Treatment Plant Class:
Classification changes within three miles:
Requested by: Charles Lowe Date: 5/12/92
Prepared by: Date: 1117y Z
Reviewed by- Date:
Modeler
Date Rec.
#
,t„
S
t
Drainage Area (mil) Avg. Streamflow (cfs): 0.3
7Q10 (cfs) 0. /.2 Winter 7Q10 (cfs) J-1'7 30Q2 (cfs) 0 ,,? o
Toxicity Limits: IWC %- Acute(Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream Location
Effluent
Characteristics
Agll /W,})(,
r
BODS (mg/1)
NH3-N (mg/1)
D.O. (mg/1)
TSS (mg/1)
F. Col. (/100 ml)
pH (SU)
-2011 r
Comments: , 5ee & MY07LP " 6 CIa3 0-11

P
Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
,Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Sandy Mush Express (site 2)
NCO082091
Industrial - 100%
Proposed.
New
UT Bracketts Creek
C
030802
Rutherford
Asheville
Lowe
5/12/92
F11SE
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Request # 692fi
RECEIVED
Water Quality SActi(M
IUL
4.0
2 8 1992
ksbeville
Regional dffi
Stream Characteristic:
ftheville,
North Carob
USGS #
Date:
Drainage Area (mi2):
0.25
Summer 7Q10 (cfs):
0.12
cam, _-'77
Winter7Q10 (cfs):
0.17
Average Flow (cfs):
0.38"
30Q2 (cfs):
0.20;'
IWC (%):
13
co
Groundwater remediation project. ARO requests review of three sites and two wasteflows.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by: Date: 7/15/92
Reviewed by
Instream Assessment: Date: l llclo2
Regional
Permits &
RETURN TO TECHNICAL SERVICES BY:- AUG 2 1 1992-
Qe.ce.:.w�.
9Z

2
Recommended Limits
Mon. Avg.
Flow (MGD):
Benzene (µg/1):
Toluene (µg/1):
MTBE (µg/l):
TOXICS/CONVENTIONAL PARAMETERS (,
rD ' M ,��Freauency WOfEL
0.012 Weekly
499 Monthly WQ
81 Monthly WQ
monitor Monthly
LJ
1 7 °/. 'u
X_ Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
No parameters are water quality limited, but this discharge may affect future allocations.
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Special Instructions or Conditions
BTEX parameters should be monitored using an EPA -approved method to a detection level of 1 ppb (µg
Minimum treatment will include oil/water separator, air. stripping or diffused aeration and activated carbo
adsorption. Design and construction of the waste treatment facility will emphasize the use of plastic pipe
and fittings where practically possible.
Wasteload sent to EPA? (Major) lv (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached?, (Y or N) If yes, explain with attachments.

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0082091
PERNIITTEE NAME. Petroleum World, Inc.
FACILITY NAME: Sandy Mush Express
Facility Status: Proposed
Permit Status: New
Major Minor. -4
Pipe No.:
11
Design Capacity:
. 0.0120 MGD
Domestic (% of Flow);
Industrial (% of Flow): . 100 %
Comments:
Groundwater remediation. Note comments from region concerning two
outfalls and two flows.
RECEIVING SMEAM: an unnamed tributary to Bracketts Creek
Class: C
Sub -Basin: 03-08-62
Reference USGS Quad: Forest City (please attach)
County:_ Rutherford
Regional Office: Asheville Regional Office
Previous Exp. Date: 00/00/00 Treatment Plant Class:
Classification changes within three miles:
Requested by: Charles Lowe Date: 5/12/92
Prepared by: Date: 1117 9 �
Reviewed b Date: o�-
Modeler
Date Rec.
#
.In
51v
-y
C
Drainage Area (mil) �, S Avg. Streamflow (cfs): , 8
7Q10 (cfs) 3,o Winter 7Q10 (cfs) ' 4 3 30Q2 (cfs) S3
Toxicity Limits: IWC _ % Acute/Chronic
Instream. Monitoring:
Parameters
Upstream
Location
Downstream Location
Effluent
Characteristics
nn
Jul /OK,
d
BODS (m
NH3-N (mg/1)
D.O. (mg/1)
TSS (mg/1)
F. Col. V100 ml)
pH (SU)
/��zw c �� /,�
lam, �{a•�
�,, Ct1
Comments:

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
sl
Sandy Mush Express (pipb
NCO082091
Industrial - 100%
Proposed
New
UT Bracketts Creek
C
030802
Rutherford
Asheville
Lowe
5/12/92
F11SE
Wasteload Allocation Summary
(approach taken, correspondence with- region, EPA, etc.)
Request # 6924c
lRECEd1l_t7
wafer Quality SectiN
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
JUL 2 8 1992
Asbevilte Regional O
�aeville, North Carotid+
6.5
3.0
4.3
9.8
5.3
,L9-L,
Groundwater remediation project. ARO requests review of three sites and two wasteflows.
Special Schedule Requirements and additional comments from Reviewers:,
Recommended
Reviewed by
Instream AssessnieAt
Regi p isor:
Permi & Engineeri
MAIN I
Mr -05LI
: 7/15/92
RETURN TO TECHNICAL SERVICES BY: A U G 2 1 1992
co
0
l

2
TOXICS/CONVENTIONAL PARAMETERS
Recommended Limi
Mon. Avg.
Daily Max.
Flow (MGD):
0.012
Benzene (µg/l):
monitor
Toluene (µg/1):
1748
MTBE (µg/1):
monitor
E[r4uency WO ELL
Weekly
Monthly WQ
Monthly WQ
Monthly
X_ Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
•0
No parameters are water quality limited, but this discharge may affect future allocations.
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Special Instructions or Conditions
BTEX parameters should be monitored using an EPA -approved method to a detection level of 1 ppb (µg
Minimum treatment will include oil/water separator, air stripping or diffused aeration and activated carbo
adsorption. Design and construction of the waste treatment facility will emphasize the use of plastic pipe
and fittings where practically possible.
Wasteload sent to EPA? (Major) N (Y or N)
(If yes, then attach schematic; toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

vacuity Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Sandy Mush Express (site 1)
NCO082091
Industrial - 100%
Proposed
New
UT Bracketts Creek
C
030802
Rutherford
Asheville
Lowe
5/12/92
F11SE
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Request #
6923RECEIVED
Water Quality Acctieo
JUL 2 8 1992
Asheville Regional 0
Asheville, North Carotim
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
' 0.01
Summer 7Q10 (cfs):
0.0
Winter 7Q10 (cfs):
0.0
Average Flow (cfs):
0.01
30Q2 (cfs):
0.0
IWC (%):
I ub
Groundwater remediation project. ARO requests review of three sites and two wasteflows.
Special Schedule Requirements and additional comments from Reviewers:
Recommeni
Reviewed by
7/15/92
Instream Assessment: J rJALeti Date: / U7
Regional isor: Date:
Permi Engineering: Date:
RETURN TO TECHNICAL SERVICES BY: AUG 2 1 992

2
TOXICS/CONVENTIONAL PARAMETERS
Recommended Lim1
Mon. Avg.
Daily Max.
Frequency WOJEL
Flow (MGD):
0.0064
Weekly
Benzene (µgh):
71.4
Monthly WQ
Toluene (µg/l):
11
Monthly. WQ
MTBE (µg/1):
monitor
Monthly
_X Parameter(s) are water quality limited. For some'parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
No parameters are water quality limited, but this discharge may affect future allocations.
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Special Instructions or Conditions
BTEX parameters should be monitored using an EPA -approved method to a detection level of 1 ppb (µg
Minimum treatment will include oil/water separator, air 'stripping or diffused aeration and activated carbo
adsorption. Design and construction of the waste treatment facility will emphasize the use of plastic pipe
and fittings where practically possible.
Wasteload sent to EPA? (Major) N (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

FACT SHEET FOR WASTELOAD ALLOCATION
�
S��i
Facility Name:
�1(.-
Sandy Mush Express 003)
NPDES No.:
NCO082091
Type of Waste:
Industrial - 100%
Facility Status:
Proposed
Permit Status:
New
Receiving Stream:
UT Bracketts Creek
Stream Classification:
C
Subbasin:
030802
County:
Rutherford
Regional Office:
Asheville T
Requestor:
Lowe
Date of Request:
5/12/92
Topo Quad:
F11SE
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Request #
6923c
RECEIVED
Water Quality Slectioo
- JUL 28 1992
mbeville Regional Ott*
Stream Characteristic: ftheville, North Carotty
USGS #
Date:
Drainage Area (mi2): 6.5
Summer 7Q10 (cfs): 3.0
Winter 7Q10 (cfs): 4.3
Average Flow (cfs): 9.8
30Q2 (cfs): 5.3
IWC
Groundwater remediation project. ARO requests review of three sites and two wasteflows.
Special Schedule Requirements and additional comments from Reviewers:
Recommended
7/15/92_
Reviewed by " n
'7/17/5 0-1-
Instream Assessm /t:/,Date:
RegionalrS isor: Date: % Z
Permits & gineering: Date:
RETURN TO TECHNICAL` SERVICES BY: AUG 2 1 1992

2
TOXICS/CONVENTIONAL PARAMETERS
Recommended Limi
Mon. Avg.
Daily M
Flow (MGD):
0.0064
Benzene (µgill):
monitor
Toluene (µg/1):
monitor
MTBE (µg/1):
monitor
Egguency W-EL
Weekly
Monthly WQ
Monthly WQ
Monthly
X Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed
•2
No parameters are water quality limited, but this discharge may affect future allocations.
NUSCE LANFOUS INFORMATION & SPECIAL CONDITIONS
Special Instructions or Conditions
BTEX parameters should be monitored using an EPA -approved method to a detection level of 1 ppb (µg
Minimum treatment will include oil/water separator, air stripping or diffused aeration and activated carbo
adsorption. Design and construction of the waste treatment facility will emphasize the use of plastic pipe
and fittings where practically possible.
Wasteload sent to EPA? (Major) N (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office: _
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Sandy Mush Express 5i (pio 002)
NCO082091
Industrial - 100%
Proposed
New
UT Bracketts Creek
C
030802
Rutherford
Asheville
Lowe
5/12/92
F11SE
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Request #
69231 . R E C E I V rE D
Water Quality St3ctioo
JUL 2 8 1992
Mheville Regional Oft
ftbeville, North Carotid
Stream Characteristic:
USGS #
-
Date:
Drainage Area (mi2):
0.25
Summer 7Q10 .(cfs):
0.12
Winter 7Q10 (cfs):
0.17
Average Flow (cfs):
0.38
30Q2 (cfs):
0.20
1WC (%):
rl.L.v
Groundwater remediation project. ARO requests review of three sites and two wasteflows.
Special Schedule Requirements and additional comments from Reviewers:
Recommended
7/15/92
Reviewed by 1/ ` 1--- /
Instream Assess m nt: Date:
Regional 0sor• 1 ` Date: 3 / % Z
Permits & ngineering: Date:
RETURN TO TECHNICAL SERVICES BY: n 14 2T.1992
4

2
TOXICS/CONVENTIONAL PARAMETERS
i vW` `GCS•f•�jM` d .
Recommended Limits = ���: k
Mon. Avg. Dail M �' r uencX �Q� ;,�
Flow (MGD): 0.0064 Weekly ``�✓
Benzene (µg/l): V78� Monthly WQ ��� 11 t, VA
Toluene (µg/1): Monthly . WQ � AA�c� LZ
MTBE (µg/1): monitor Monthly U
X Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
•C
No parameters are water quality limited, but this discharge may affect future allocations.
MISCELLANEOUS INFORMATION & SPECIAL'CONDITIONS
Special Instructions or Conditions
BTEX parameters should be monitored using an EPA -approved method to a detection level of 1 ppb (µg
Minimum treatment will include oil/water separator, air stripping or diffused aeration and activated carbo
adsorption. Design and construction of the waste treatment facility will emphasize the use of plastic pipe
and fittings where practically possible.
Wasteload sent to EPA? (Major) N (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Sandy Mush Express (site 2)
NCO082091
Industrial - 100%
Proposed
New
UT Bracketts Creek
C
030802
Rutherford
Asheville
Lowe
5/12/92
F11SE
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Request #
Stream Characteristic:
USGS #
Date. -
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
RECEIVED
Water Quality Stctiov
JUL 2 8 1992
Astieville Regional Ut
!theville, North Carotiw
0.25
0.12
0.17
0.38
0.20
��
Groundwater remediation project. ARO requests review of three sites and two wasteflows.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by: v Date: 7/15/92_
Reviewed by
Instream Assessment: JDate:
Regional Su s r: Date: `� Z
Permits & Engineering: Date:
RETURN TO TECHNICAL SERVICES BY: f ��I G 211492

TOXICS/CONVENTIONAL PARAMETERS
:Recommended Limits f W"''��
Mon. Avg. �DaiilM,X'Frequency SQLFlow (MGD): Weekly
Benzene (µg/l): Monthly WQ
Toluene (µg/l): 81 Monthly WQ
MTBE (µg/l): monitor Monthly
X Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
'�A
No parameters are water quality limited, but this discharge may affect future allocations.
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Special Instructions or Conditions
-A-
BTEX parameters should be monitored using an EPA -approved method to a detection level of 1 ppb (µg
Minimum treatment will include oil/water separator, air stripping or diffused aeration and activated carbo
adsorption. Design and construction of the waste treatment facility will emphasize the use of plastic pipe
and fittings where practically possible.
Wasteload sent to EPA? (Major) N (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Sandy Mush Express (site 1)
NCO082091
Industrial - 100%
Proposed
New
UT Bracketts Creek
C
030802
Rutherford
Asheville
Lowe
5/12/92
F11SE
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Request # 6924
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):1
IWC (%):
RECEIVED
Water Quality Section
JUL 28 `��
Aj ihpville Regional Crth&
fthevilte. Worth Carot1w
0'.01
0.0
0.0
0.01
0.0
tDO
Groundwater remediation project. ARO requests review of three sites and two wasteflows.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by: - "� Date:
Reviewed
Instream .
Regional
Permits &
7/15/92
RETURN TO TECHNICAL SERVICES BY: AUG 2 1 1992
Z

F1
TOXICS/CONVENTIONAL PARAMETERS
Recommended Limi
Mon. Avg.
Dail.
Flow (MGD):
0.012
Benzene (µg/1):
71.4
Toluene (µg/1):
11
MTBE (µgh):
monitor
Frequency
Weekly
Monthly WQ
Monthly WQ
Monthly
X Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
OR
No parameters are water quality limited, but this discharge may affect future allocations.
MISCELLANEOUS i .ANEOUS INFORMATION & SPECIAL CONDITIONS
Special Instructions or Conditions
BTEX parameters should be monitored using an EPA -approved method to a detection level of 1 ppb (µg
Minimum treatment will include oil/water separator, air stripping or diffused aeration and activated carbo
adsorption. Design and construction of the waste treatment facility will emphasize the use of plastic pipe
and fittings where practically possible.
Wasteload sent to EPA? (Major) N (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
S Sandy Mush Express (gipb-003)
NCO082091
Industrial - 100%
Proposed
New
UT Bracketts Creek
C
030802
Rutherford
Asheville
Lowe
5/12/92
F11SE
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Request #
6924c
RECEIVED
Water Quality Action
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
JUL 2 8 1992
Asheville Regional Off*
.fth,ville, North Caro"
6.5
3.0
4.3
9.8
5.3
,&P-
Groundwater remediation project. ARO requests review of three sites and two wasteflows.
Special Schedule Requirements and additional comments from Reviewers:
Recommended
Reviewed by
Instream
Regi 'sor:
Permi & Engineering: Date:
7/15/92_
RETURN TO TECHNICAL SERVICES BY: AUG 2 1 1992
M

Flow (MGD):
Benzene (µg/l):
Toluene (µg/1):
MTBE (µg/1):
PA
TOXICS/CONVENTIONAL PARAMETERS
Daily Max. Emma WO/EL
0.012 Weekly
monitor Monthly WQ
1748 Monthly WQ
monitor Monthly
X Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
No parameters are water quality limited, but this discharge may affect future allocations.
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
BTEX parameters should be monitored using an EPA -approved method to a detection level of 1 ppb (µg
Minimum treatment will include oil/water separator, air stripping or diffused aeration and activated carbo
adsorption. Design and construction of the waste treatment facility will emphasize the use of plastic pipe
and fittings where practically possible.
Wasteload sent to EPA? (Major) N (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

REC.E!V D
.� Water Q.uafity 3*60ll
MAY 14 1992
State of North Carolina �,�eville Regional
Department of Environment, Health, and Natural ResMWJQSNorth Cata3lit
Division of Environmental Management
512 North Salisbury Street 0 Raleigh, North Carolina 27604
James G. Martin, Governor
William W. Cobey, Jr., Secretary
May 12, 1992
George T: Everett, Ph.D.
Director
Mr. John L. Thornton Subject: NPDES Permit Application
Petroleum World, Inc. NPDES Permit NO.NC0082091
Post Office Box 307
Cliffside, NC 28024
Sandy Mush Express
Count
Rutherford Dear Mr. Thornton Y
This is to acknowledge receipt of the following documents on April 8, 1992:
Application Form
Engineering Proposal (for proposed control facilities),
Request for permit renewal,
Application Processing Fee of $400.00,.--
Engineering Economics Alternatives Analysis,
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
Other Delegation of signature authority,
The items checked below are needed before review can begin:
Application Form ,
Engineering proposal (see attachment),
Application Processing Fee of
Delegation of Authority (see attached)
Biocide Sheet (see attached)
Engineering Economics Alternatives Analysis,
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer, �IaZf`1Z
Other
REGIONAL OFFICES
Asheville Fayetteville Mooresville Raleigh Washington
704/251-6208 919/486-1541 704/663-1699 919/571-4700 919/946-6481
--- I 2�11�
Wilmington Winston-Salem
919/395-3900 919/896-7007
Pollution Prevention Pays
�C�► P.O. fox 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
�A ` An Equal Opportunity Affirmative Action Employer

If the application is not made complete within thirty (30) days, it will be
returned to you and may be resubmitted when complete.
This application has been assigned to Charles *1, LO
(919/733-5083) of our Permits Unit for review. XOU will e advised o any
comments recommendations, questions or other information necessary for the
review of the application.
I am, by copy of this letter,requesting that'our Regional Office
Supervisor prepare a staff report and recommendations regarding this
discharge. If you have any questions regard' is p cations,
please contact the review person listed abo /
-17/711
S'hgvrqw,
CC. Asheville Regional Office
6

PERMITS AND ENGIZ__-RING UNIT
WATER'QUALITY SECTION
DATE:'April 28, 1992
/ NPDES STAFF REPORT AND RECOMMENDATION
J COUNTY Rutherford
PERMIT NUMBER NCO082091
PART -I - GENERAL INFORMATION
1. Facility and Address: Sandy'Mush Express, Petroleum World
P. O. Box 307
Cliffside, N. C. 28024
2. Date'of Investigation: April 14, 1992
3. Report Prepared By: James R. Reid
4. Persons Contacted and Telephone Number: Store Clerk
704-394-6913
5. Directions to Site: Site is just North of the intersection"of
Highway 221-A and SR 1904 (the intersection.is North of Sandy Mush
near Alexander Mills).
6. Discharge Point(s), List for all discharge points:
Latitude: 350 17' 59" Longitude: 810 51, 08"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. US.G.S. Quad Name Forest City, NC
7. Size (land available for expansion and upgrading): Several
thousand square feet.
8: Topography (relationship to flood plain included): 1-2% slope
above flood plain.
9. Location of nearest dwelling: Approximately 75 feet.
Page 1

Receiving stream c affected surface water. Dry ditch to UT
Bracketts Creek. f
0
a. Classification: C
b. River Basin and Subbasin No.: BRD 030802
C. Describe receiving stream features and pertinent downstream
uses: Agriculture, wildlife, and recreation.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: % Domestic
100 % Industrial
a. Volume of Wastewater:. 0.0064 MGD (Design Capacity) and
0.0120 MGD
b. Types and quantities of industrial wastewater:
C. Prevalent toxic constituents in wastewater:
d. Pretreatment Program (POTWs only):
in development approved
should be required not needed
2. Production rates (industrial discharges only) in pounds per day:
a. Highest month in the past 12 months: lbs/day
b. Highest year in the past 5 years: lbs/day
3. Description of industrial process (for industries only) and
applicable CFR Part and Subpart:
4. Type of treatment (specify whether proposed or existing):
Proposed: grease/oil separator followed by tower type air
strippers and carbon filtration.
5. Sludge handling and disposal scheme: Solids will be handled by
disposable filters preceding the air strippers. and carbon filters.
6. Treatment plant classification (attach completed rating sheet): No
plans available; therefore, no rating sheet attached.
7. SIC Codes(s): 5541
Wastewater Code(s): Primary 66 Secondary
Main Treatment Unit Code: 56000
Page 2

..kRT III - OTHER PEI NENT INFORMATION'
1. Is this facility. being constructed with Construction Grant funds
(municipals only)?
2. Special monitoring requests:
3. Additional effluent limits -,requests:
4. Other:
PART IV - EVALUATION AND RECOMMENDATIONS
Obtain the anticipated discharge volumes in writing from the
applicant. None was supplied .in materials available in the
Regional Office. The figures given in Part II 1. a. were obtained
during a telephone,conversation with Mr. Don Ceccarelli of Shield
Environmental.
Please run the,wasteload allocation at the three points indicated
on the attached map and provide for,two effluent pages in the
permit, (page #1) with a volume limitation of 0.0064 mgd and (page
#2) which becomes effective upon instal lation, and operation of
additional recovery wells,.with a volume limitation of 0.0120 mgd.
Issue permit after addressing above two points and any other
concerns which you may have concerning the application.
Si ure of Re rt Pr pa er
Water Quality Regional Supervisor
Date/
Page, 3

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riv
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if
t
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"I MAr)npci edited. and published by the Geological Survey

9 Co
v
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street. Raleigh, North Carolina 27604
James G. Martin, Governor George T. Everett,Ph.D.
William W. Cobey, Jr., Secretary Director
April 9, 1992
Mr. JOHN L. THORNTON
PETROLEUM WORLD, INC.
P. O. BOX 307
CLIFFSIDE, NORTH CAROLINA 28024
Subject: Application No. NCO082091
PETROLEUM WORLD, INC.
Sandy Mush Express
Rutherford County
Dear Mr. THORNTON:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials received on April 8, 1992. This application has been assigned the number shown
above. Please refer to this number when making inquiries on this project.
Your project has been assigned to Charles Lowe for a detailed engineering review. A technical
acknowledgement will be forthcoming. If this acknowledgement is not received within thirty (30)
days, please contact the engineer listed above.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor for this project prior to final action by the Division.
If you have any questions, please contact Charles Lowe at [phone].
cc: Asheville Regional Office
Sincerely,
Donald L. Safrit, P.E., Supervisor
ermits and Engineering Unit
Pollution Prevention Pays
REC WE.D
water Qu�ity Actlull
APR 10 1992
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer Asheville Regional Offer
%asheville, North Caroft