NCG510439_Regional Office Historical File Pre 2016

State of North Caro" ---
Department of Envii nent
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
Sherri Evans -Stanton, Acting Secretary
Kerr T. Stevens, Director
SUE KIMERY
WHITE ROCK SERVICE STATION
601 EAST CENTER STREET
MEBANE . NC 27302
Dear Permittee:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONIIRIEAND NATURAL RESOURCES
1/19/2001 N.C. Dert. of ! R
JA N 2 9 2001
Winston-Salem
F3e9ional Office
Subject: NPDES Wastewater Permit Coverage Renewal
White Rock Service Station
COC Number NCG510439
Caswell County
Your facility is currently covered for wastewater discharge under General Permit NCG510000. This permit expires
on September 30, 2001. We are currently in the process of rewriting this permit and are scheduled to have the
permit reissued by the summer of 2001. Once the permit is reissued your facility would be eligible for continued
coverage under the reissued permit.
In order to assure your continued coverage under the general permit, you must apply to the Division of Water
Quality (DWQ) for renewal of your permit coverage. To make this renewal process easier, we are informing you in
advance that your permit will be expiring. Enclosed you will find a general permit coverage renewal application
form. This will serve as your application for renewal of your permit coverage. The application must be
completed and returned with the required information by February 28, 2001 in order to assure continued coverage
under the general permit.
Failure to request renewal within this time period may result in a civil assessment of at least $250.00. Larger
penalties may be assessed depending on the delinquency of the request. Discharge of stormwater from your facility
without coverage under a valid stormwater NPDES permit would constitute a violation of NCGS 143-215.1 and
could result in assessments of civil penalties of up to $10,000 per day.
If the subject groundwater remediation project has been terminated, please complete the enclosed rescission
request form. Mailing instructions are listed on the bottom of the form. You will be notified when the rescission
process has been completed.
If you have any questions regarding the permit coverage renewal procedures please contact the Winston-Salem
Regional Office at 336-771-4600 or Aisha Lau of the Central Office Stormwater Unit at [phone], ext. 578
Sincerely,
Bradley Bennett, Supervisor
Stormwater and General Permits Unit
cc: Central Files
Winston-Salem Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
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cc: Permits and Engineering
County Health Dept.
Central Files
WSRO
SOC PRIORITY PROJECT: Yes No X
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Attention: Mr. Darren M. England
Date: March 13, 2000
NON DISCHARGE STAFF REPORT AND RECOMMENDATION
County Caswell
Permit No. NCG510439
PART I - GENERAL INFORMATION
1. Facility and Address: Ms. Sue Kimery
White Rock Service Station
11601 Highway 86S
Prospect Hills, NC 27314
2. Date of Investigation: March 81h, 2000
3. Report Prepared by: Sue White
4. Persons Contacted and Telephone Number: Mr. Jason Johnson, Omega Environmental
336-286-3337
5. Directions to Site: 1-85E to 49 N. Highways 49 and 86 will run together in Orange
County. When they split stay on 86. Service Station is located next to the Prospect Hills
Fire Department on the right side of the road. System is on the NE corner of the building.
6. Size (land available for expansion and upgrading): '/2 Acre +/-
Non -Discharge Permit Staff Report
Version 10/92
Page 1

7. Topography (relationship to 100 year flood plain included): Graveled lot with sloping
grassed back area.
Attach a U.S.G.S. map extract and indicate facility site.
U.S.G.S. Quad No. B22SE U.S.G.S. Quad Name Ridgeville, NC
Latitude: 36-17-55 Longitude: 79-12-52
8. Any buffer conflicts with location of nearest dwelling and water supply well? Yes - No x
If Yes, explain:
9. Watershed Stream Basin Information:
a. Watershed Classification: C
b. River Basin and Subbasin No.: Roanoke River Basin 22-58-1-3
C. Distance to surface water from disposal system: > 500 feet
Part II - DESCRIPTION OF WASTES AND TREATMENT WORKS
1. a. Volume: 43,200 GPD (Design Capacity)
Residuals: Amounts van/ to be checked on an annual basis
b. Types and quantities of industrial wastewater: Gasoline
C. Pretreatment Program (POTWs only):
in development _ approved _
should be required _ not needed X
2. Treatment Facilities
a. What is the current permitted capacity of the facility? 43,200
b. What is the actual treatment capacity of the current facility (design volume)?
43,200
C. Please provide a description of existing or substantially constructed wastewater
treatment facilities; Has oil/water separator, air stripped, carbon adsorption, filters
and iron filtration unit. Max flow rate of 30 gpm.
d. Please provide a description of proposed wastewater treatment facilities. N/a
Non -Discharge Permit Staff Report
Version 10/92
Page 2

3. Residuals handling and utilization/disposal scheme:
a. Free product will be disposed of by a vacuum truck at a NC certified facility.
4. Treatment plant classification: Class I spray irrigation, single family
5. SIC Code(s): 5541
Primary 22 Secondary 37
Main Treatment Unit Code: 562X3
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds (municipals only)? n/a
2. Special monitoring requests: n/a
3. Important SOC, JOC or Compliance Schedule dates: (Please indicate) n/a
Date
Submission of Plans and Specifications n/a
Begin Construction n/a
Complete Construction n/a
4. Other Special Items:
Non -Discharge Permit Staff Report
Version 10/92
Page 3

PART IV - EVALUATION AND RECOMMENDATIONS
It is recommended that the permit be approved at this time.
ignature of report preparer
A,
Water Obality Regional Supervisor
33/o�
Date
Non -Discharge Permit Staff Report
Version 10/92
Page 4

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State of North Caroli
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Ms. Sue Kimery
Foust Oil Company
601 East Center Street
Mebane, North Carolina 27302
Dear Ms. Kimery:
- L,�d
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RECEIVED
February 22, 2000 N.C. De p' • of E N N R
FEB 2 8 2000
Winston-Salem
Regional Office
Subject: NPDES General Permit Application
Application Number NCG510439
GWR
Caswell County
The Division of Water Quality's Stormwater and General Permits Unit hereby acknowledges receipt of
your Notice of Intent (Application Form) for coverage under NPDES Permit Number NCG510000 on
January 12, 2000. This NOI has been assigned the application number shown above.
The submitted package contained a completed NOI, processing fee, and engineering plans.
Please be aware that the Division's Winston-Salem regional office, copied below, must provide
recommendations from the Regional Supervisor prior to final action by the Division. I am, by copy of
this letter, requesting that our Regional Office Supervisor prepare a staff report and recommendations
regarding this discharge.
You should be aware that the review process generally takes 90 days from the date your complete
submittal is received. This 90-day process may be extended if additional information is required.
If you have any questions, please contact me at [phone], extension 545.
Sincerely,
Darren M. England
Environmental Engineer
cc: Mr. Jason Johnson, Omega Environmental
Winston-Salem Regional Office
Stormwater and General Permits Unit ASSIGNED TO S
Central Files DIJE DATE
SWU-210-061899
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
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�� Division of Water Quality / Water Quality Section
NCDENRNational Pollutant Discharge Elimination System
NO CAROLINA DEI-MENT OF
ENVIRONMENT AND NATURAL RESOURCES
NCG510000
NOTICE OF INTENT
FOR AGENCY USE ONLY
Date Received
Yeaz
Month
Da
Certificate of Coverage
NCG
Check #
Amoint
Pennit Assigned to
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG510000 and Authorization to Construct groundwater remediation projects designed to treat
petroleum -contaminated groundwater.
(Please print or type)
1) Mailing address of owner/operator:
Company Name Foust Oil Company
Owner Name Ms. Sue Kimery
Street Address 601 East Center Street
City Mebane
Telephone No. [phone]
" Address to which all permit correspondence will be mailed
2) Location of facility producing discharge:
Facility Name White Rock Service Station
Facility Contact Ms. Sue Kimen/
Street Address 11601 Highway 86S.
City Prospect Hills State NC
County Caswell
Telephone No. Not Applicable
3) Physical location information:
ZIP Code 27302
Fax: [phone]
ZIP Code 27314
Fax: Not Applicable
Please provide a narrative description of how to get to the facility (use street names, state road numbers,
and distance and direction from a roadway intersection). From Hillsborough go north on Hwy. 86 look for
Prospect Hills Fire Department on the eastward side of Highway 86. Site is adjacent to the fire station.
(A copy of a county map or USGS quad sheet with facility clearly located on the map is required to be submitted with this application)
4) This NPDES permit application applies to which of the following :
x New or Proposed
Does the facility have an approved CAP? X Yes ❑ No Date approved: 10/19/1998
If no, please contact the Regional Office Groundwater Section to determine the status of CAP
approval and/or authorization to proceed if immediate remediation is recommended.
Regional Office contact person: Linda Estkowski
Site Ranking (A - E):High GW incident # 15111
❑ Modification
Please describe the modification:
❑ Renewal
Please specify existing permit number and original issue date:
5) Does this facility have any other NPDES permits?
X No
0 Yes

NCG510000 N.O.I.
If yes, list the permit numbers for all current NPDES permits for this facility:
6) Description of Discharge:
a) Is the discharge directly to the receiving water? ❑ Yes X No
If no, submit a site map with the pathway to the potential receiving waters clearly marked.
b) Number of discharge points (ditches, pipes, channels, etc. that convey wastewater from the
property): 1
c) Volume of discharge per each discharge point (in GPD): 43,200
d) Discharge Frequency:
e) The discharge is: ❑ Continuous X Intermittent
If the discharge is intermittent, describe when the discharge will occur: The discharge will occur when
the pump from the air stripper turns on to drain the sump in the stripper. The pump is controlled by
float switches which are located in the sump of the air stripper.
f) What is the source(s) of contamination (i.e. gasoline, diesel, solvents, etc.)?: Gasoline
General permits may be obtained for gasoline and/or heavy fuel contamination. An individual permit
will be issued for sites contaminated with other constituents such as solvents and pesticides
g) Is free product present? X Yes ❑ No
If yes, a product storage tank and an oil/water separator are required. Free product is defined as any
measurable accumulation of 1/8" or more in a well or floating on surface water.
7) Treatment system components:
Check all of the following that apply:
X Oil/Water Separator X Air Stripper X Carbon Adsorption X Filters
XOther: Iron filtration unit
a) If an Oil/Water separator is present, please provide the following information:
i) Rated flow capacity of the unit (in GPM): Maximum flow rate of the unit is 30gpm.
ii) Volume of unit (gal): 475 gallons
iii Free product disposal method: Product will be collected using a vacuum truck and disposed at a
NC certified facility.
b) If an air stripper is present, please provide the following information:
i) Rated flow capacity of the unit (in GPM): Rated flow capacity 30 qpm.
ii) Air provided for stripping (in CFM): 300 CFM
iii) Air to Water ratio: Air to water ratio is 74.8.
iv) Number of trays (if applicable): stripper will have 5 trays.
c) If carbon adsorption is present, please provide the following information:
i) Rated flow capacity of the unit(s) (in GPM): The carbon units max. flow rate capacity is 40 GPM.
ii) Number of carbon units and arrangement if number exceeds one (i.e., in parallel or in series):
There will be two(2) carbon units and they will be plumbed in series.
iii) Pounds of carbon in each unit: Each unit will have 1000 pounds of carbon.
iv Specify carbon breakthrough time and how it was estimated: Carbon breakthrough will be
monitored monthly by taking monthly water samples before, midpoint and after the carbon units.
Once the midpoint samples indicate that breakthrough is occurring the process of changing out
the carbon units will begin.

NCG510000 N.O.I.
d) If filters are used, please provide the following information:
i) Rated flow capacity of each unit(s) (in GPM): The filters max. flow rate is 320 GPM.
ii) Arrangement of particulate filters within the system: ❑ parallel X series
e) Solids disposal method: At a North Carolina certified facility.
ff) If other components to be included, please specify: The system will have a back -washable iron
filtration system. The system will consist of two(2) GAF Filter RB2C2L back -washable iron filters.
The filters will be installed in parallel so the system may continue to operate while one (1) of the filters
is being back -washed. The filters have a design flow rate of 30 GPM. The units will be installed after
the air stripper and before the bag filters and carbon units.
8) Receiving waters:
aa) What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility
wastewater discharges end up in? If the wastewater discharge is to a separate storm sewer system
(4S), name the operator of the 4S (e.g. City of Raleigh). System will discharge to a drainage feature,
to an unnamed stream, to Panther Branch to Hyco Lake.
b) Stream Classification: Class C
9) Alternatives to Direct Discharge:
Address the feasibility of implementing each of the following non -discharge alternatives
a) Connection to a Regional Sewer Collection System - If the facility is existing and currently discharges
to a POTW, when will connection be terminated? There is no regional Sewer Collection System
available at this site, so connecting to the POTW is not applicable.
b) Subsurface disposal (including nitrification field, infiltration gallery, injection wells, etc.) Subsurface
disposal of the remediated water is not feasible at this site. There is an iron problem which over time
will diminish the flow capacity of any subsurface discharge. Additionally there are seven extraction
points at the site. By implementation of a subsurface discharge there is potential for hydraulic
mounding and increasing the migration rate of the contaminant plume out of the designed capture
zone. Finally the site is underlain by clay and saprolite making subsurface discharge not feasible at
this site.
c) Spray irrigation will not be feasible since there will not be enough open ground on the property to
install a spray irrigation field.
The alternatives to discharge analysis should include boring logs and/or other information indicating that
a. subsurface system is neither feasible nor practical as well as written confirmation indicating that
connection to a POTW is not an option. It should also include a present value of costs analysis as
outlined in the Division's "Guidance For the Evaluation of Wastewater Disposal Alternatives".
10) Additional Application Requirements:
For new or proposed discharges, the following information must be included in triplicate with this
application or it will be returned as incomplete.
a) 7.5 minute series USGS topographic map (or a photocopied portion thereof) with discharge location
clearly indicated.
b) Site map, if the discharge is not directly to a stream, the pathway to the receiving stream must be
clearly indicated. This includes tracing the pathway of a storm sewer to its discharge point.

NCG510000 N.O.I.
c) If this application is being submitted by a consulting engineer (or engineering firm), include
documentation from the applicant showing that the engineer (Or firm) submitting the application has
been designated an authorized Representative of the applicant.
d) Final plans for the treatment system (if applicable). The plans must be signed and sealed by a North
Carolina registered Professional Engineer and stamped -"Final Design -Not released for construction".
e) Final specifications for all major treatment components (if applicable). The specifications must be
signed and sealed by a North Carolina registered Professional Engineer and shall include a narrative
description of the treatment system to be constructed.
f) Site map identifying the location of the monitoring wells, the recovery wells, and the treatment system
unit.
g) Analytical monitoring data which sufficiently characterizes the type and concentration of contaminants
on site. This includes a listing of any chemicals found with the maximum observed concentrations
reported. The data provided must be no older than one year prior to the date of this application. At a
minimum, the following parameters must be reported: Benzene, Toluene, Ethylbenzene, Xylene,
Lead, Naphthalene, Phenol, MTBE, 1,2-Dichlorethane, Fluorene and Phenanthrene.

NCG510000 N.O.I.
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing:
Title: president
(Signature of
North Carolina General Statute 143-215.6 b (i) provides that:
(Date Signed)
Any person who knowingly makes any false statement, representation, or certification in any
application, record, report, plan or other document filed or required to be maintained under Article 21
or regulations of the Environmental Management Commission implementing that Article, or who
falsifies, tampers with or knowingly renders inaccurate any recording or monitoring device or method
required to be operated or maintained under Article 21 or regulations of the Environmental
Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by
a fine not to exceed $10,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment not more
than 5 years, or both, for a similar offense.)
Notice of Intent must be accompanied by a check or money order for $80.00 made payable to:
NCDENR
Mail three (3) copies of the entire package to:
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Final Checklist
This application will be returned as incomplete unless all of the following items have been
included:
❑ Check for $80.00 made payable to NCDENR
❑ 3 copies of county map or USGS quad sheet with location of facility clearly marked on map
❑ 3 copies of this completed application and all supporting documents
❑ 3 sets of plans and specifications signed and sealed by a North Carolina P.E.
❑ Thorough responses to items 1-10 on this application
❑ Alternatives analysis including present value of costs for all alternatives
Note
The submission of this document does not guarantee the issuance of an NPDES permit

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Client Name: Omega, Environmental Services Date Received: May 14, 1999
Client Project IT),: While RX Service Station, Prmpest hills, NC Date ISSUed: May 28, 1999
Submitted to: Juson .lohnson
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BUL
HDI.
DDL
II)
C'hlorohcnnnc
UUL
HIM
BUL
UDL
RDL
BUL
HDI.
I u
lirumurimn
DDL
III)[-
Rrll.
UUL
HDI.
DDL
1101.
10
111.2,2-Ictrachit ,roethunc
DDL
BDL
BI)I,
DUL
HDI.
BDL
BUL
10
1,2 N%ltivrvbruzrnr
RDL
t1UL
BDL
RDL
BUL
BDI.
1301-
1 ()
I.3-131gh1�r01><.n7Alli
13UL
RDI.
UDL
HDI.
BUL
BUL
Rnl.
I.0
1,4-Dichlorobcn�cuc
UDI.
HDL
DDL
BDI•
BDL
UDL
BDI.
1.0
DichliAudifiuurumethane
HDI,
DDL
UDL
HDI,
BUL
iIDL
Rnl.
1.0
MTDE
I10
100
BUL
RDI.
BDL
BUL
HDI,
l0
BertZrltr
16,000
6900
K2(>t)
Hnl.
16,000
29(H)
3.9
1.0
TOItIVItV
14,000
1500
7"loo
HDI,
3500
110
HDI,
10
Ethylbcnca,c
1800
1300
15(x)
Anl.
low
170
BDI
10
xylt!eis
9300
1700
37W
RDI.
4300
260
HDI.
10
lcopropylether(IPF.)
4500
1600
720
UDL
2:300
400
130
1 0
1ilhytcnc Dibromidc (EDB)
BUL
HDI.
BDL
lint,
HDI.
BDL
UDI.
1.0
1,2•Uihromo•3• hl+xnpropa+n
UUL
UDL
RDL
130L
BDL
Br)1,
1fUL
I u
• Vetecu(m Limit = I (XI upfl,
•* Detauun Limit =50 ug/I.
RDI. = Rclow r t%xilvit Until
Currtlt'l;t l .. 'I vmbo
I.uhmalury NreClur
99057617 page I of 6

-99 09:51A Air, Water & Soil Labs P-02
R , o
R SOIL
Lah,,;,wri�t. luc.
21 I'M N ,.tk lT.,,, illolx ':�trcct • Ri lizu--,1, \''g—za'3230 • T,-1 160-1)353-62t1�4 F-,� (804).;NS-8:f4'/
iVo11b ca "Ivu l inecn. 9495
Certificate of Anal xsis
Client Name: Ornega Environmental Services Date Received: May 14, 1�)99
Client Project I.D.- White RX Servicc Station, Nr(.)spect Mills, NC bate Issued: May 28, 1999
Submitted w.- Jason Johnwn
lteterence A1ethiml. RPA rncthtrd 625
S4vcn wales samples wrrc mah•icd for the tollowu)g Acri1 Exuac6rblc Senti•vulanlcs
(Mi SOO
OEG-50i
OL-6-502
OFG-503
OEG-504
UEG-505
QEG 506
uet-
MW 1
MW-2
NAW-3
MW 4
MW-12
MW-13
RW 2
Limit
I'aralurtrr
o I.
NiVL)
(uy/1.)
(up —IL
i� L}
ail:
(till.
(uy,!I.)
4 Chlvty-3-tarihylphvnuJ
HI7I-
DDL
BUL
8D1,
JUL
HDI,
BUL
10
2-Chlnrophcrr0l
UDL
RM.
DDL
HUl-
BDL
BUL
HDI.
10
2A-1)ich1rxnphcnn1
BUL
HDI.
BDL
HUL
Rni.
1JUL
BIN,
10
2A-Dimcthylphcnol
BDL
IiIN.
flUL
BUL
HDI-
BDL
HDI•
10
4.6-Vin)tro-2-methylphcrtni
BDL
BUL
RDI
DUL
HDI.
11N.
BUL
50
_4 Diuitrvplicaul
Hnl,
UUL
BUN.
RDI-
BUL
HIM.
BDL
50
Nilruplrcnvl
HDI.
DUL
UUL
HDI.
DDL
BDL
Rnl-
I
4 NIU01)I uvl
IiOL
SM.
DUL
HDL
EIDL
UDL
HDI.
50
Pcutrchlulnplrc.nol
BUL
HDI.
nr)I-
BUL
HDI.
BDL
HUL
20
Phenol
DUL
BDL
RIP.
BDL
15
AM,
BUL
W
24,0 1'richlorophcnni
BDL
BDL
RD1.
DDL
HIP,
BDL
DDL
la
Sevrn water samples were analytcd tvi tlrr fvlluwing Base Nrutral Semi-vv101iIC5
Parameter
Acenaphthcnc
Acrnaphtllylcnc
Anthrxccnc
Ilenz(a)3nrhrxee11e
I3enzu(h)t1uor3n thcnc
Be.nzu(k Hluoranthene
Drucv(g,h, i)prrylrnc
Drnzu(a)pyrene
4-Brvniuphenylphenyl ether
Bulyl beucyl phthalate
(11SP ChI0J CIttuxyhurthanr
L*U Chkiwethygcthcr
biSP Chi01'015up1Upy0rtllcr
4-(hlnrnphenyl phenyl cthel
Chryscac
BUL = Below Detection Lima
�';ttrnt�l,r t _ Tvmhcs
Labvratory Dircctvr
OLt -500
OEU-501
OF..G 502
OLG-501
DEG-504
OEG-505
OLG-50G
Det
MW-1
MW-2
MW 3
MW-4
MW-12
MW 13
IM-2
Unur
(e!L)
(UWL-1
1: n
u2L
WWI-)
uv 1,
u w L
SagL
DDL
BUL
HD1.
BDL
IJUL
111A.
Rl)1_
10
H01.
DDL
UUL
HDI.
nr)L
BUL
HDL
10
UUL
HDI.
nr)1
BUL
IIDL
Rni
BUL
W
BDL
BUL
BDI,
BUL
UUL
HDI.
13DL
10
BDL
HUL
HDI.
BDL
BUL
HDI.
BUL
t0
nr)L
BUL
HDL.
Rnl'
BUL
BUL
Rnl,
10
HDI.
BDL
UUL
HDI-
91JL
HUL
BUL
t0
HI)I
BUL
BUL
HIM.
DDL
BUL
HDI•
10
HDL
DDL
BUL
HDI.
BDL
BUL
HDL
10
HDI.
nr)L
BUL
HDL
Rnl.
i3UL
HUL
10
BUL
HDI,
DUL
UUL
ISDI.
RN
BDL
I
BUL
BDI.
RDI-
DDL
IIDL
Hnl_
RnL
10
BUL
BDI.
Hr)l.
BUL
BUL
HUM.
RDi.
10
BUL
BUL
HDI.
Rnl.
DUL
UUL
HDI.
10
HDI
BUL
UUL
HOL
HDI.
BUL
BUL
10
900.5763'7
page 2 ut 6

-99 09:51A Air, Water & Soil Labs P_03
R ai
R SOIL
LAt)liTAlllTllC Ills.
2119A North llanri(L,n `trc,.t • liiauil„n (. 1'i%:;i,�o 2.3230 • I,•I, (804)358 87t)5 FaF.: (ziU4J ;5S_ti�t
N.M C,m lieu t 1•, i dkulc wr95
Certificate of Analysis
Client Name:
Omega F,nvironmental Services
Date Received:
May 14, 1999
Client Project I.D.:
White RX Service
Station,
Prospect Hills, N('
Date
Issued:
May 28,
1999
Submitted to:
Jason Johnson
Refert-mv. Mwthud: 1. 1A nretlrod 625 continued
Base Neutral Semi-volailes cudlinued:
OEG-500
t)LU-501
QFG 502
OW-503
OEG-504
OW-505
ORG 500
Uci.
. MW l
MW-2
MW }
MW-4
MW 12
MW-13
RW Z
Limit
hara111CICJ'
a 1.
fuaU
ti 11:
WL),
a L1
Wg/L)
li /C
u • L
D1IVO74l,h)arsih1acoue
HDI.
BDL
13u1•
DDL
BIN.
RDL
BDL
10
Ui-n-hur)•I PhIhllate
I3DL
RDL
LSUL
RDI,
DUL
HDI.
HUL
t0
1.2-Dichlorohcnnne
DUL
RDL
DUL
RDL
DUL
RDL
BUL
10
1,3-0ichlornhcn7cnc
UDI,
RDL
DUL
RDL
BDL
RDL
BUL
10
14-Dichlurohenzcsic
DUL
RDI.
BUL
HDI,
GUL
HDI.
[JUL
LO
Dictbvl phthalate
DDL
BIN,
BUL
HDI.
DLL
HDI.
DDL
10
Diuu•thyl phulaldtc
BDL
Hui,
BDL
HDI.
BDL
13D1,
DDL
10
2,4-Duiitrutuluene
BDL
HDI.
BDL
HDI.
DDL
HDI.
BDL
10
2,6 Diuitivw1urtsr
RDL
BUL
RDL
BDL
Rr1L
DUL
RDL
10
IN-11-oetyl911thilale
RDL
BUL
RDI.
bDL
RDL
BUL
RDL.
10
hit(7. F,thylhrnyl)phtllalate
ly
DUL
HDI,
DUL
RDL
BUL
RDL
10
Flunranrh,_r,N,
RDI
DUL
RDI.
DUL
RDI.
DUL
RDI.
10
Fluurene
DDL
RDL,
BUL
RDI,
BUL
RDI,
BUL
It)
Ilcn:ahlorutxnzcnc
D1iL
RDI.
DDL
HDI-
BUL
HDI,
DDL
III
Hca:aCldurubutadicnc
BDL
01h.
RDL
But.
DUL
BDI.
BDL
W
HcxachIprn�.y%;jvVv1jt.1uivrlc
BIN
DUL
RDI.
Li UL
RDI,
BUL
RDI
10
lirxachltmsthanc
RI)L
Br)L
HDI.
DDL
11DI.
BDL
RDI,
10
1udrnu(l.Z,:3-Ld)pynnc
JAX
RDL
UDL.
RDL
11DI.
DDL
RDL
10
Isuphurulie
BDL
RDL
BDL
DDL
HDL
DDL
HD1.
10
Naphthalrne
740
320
130
BDL
33n
150
HDI.
10
Nurobenrrne
HUL
BDL
DUL
DDL
HDI.
BDL
HDI.
10
N-Nitru%Wimcthylamilie
BDL
BDL
11DL
BDL
Hul.
BDL
Hut.
10
N-Nitmsixliphcnylamiiw
Hut.
BDL
151N.
BUL
Hui.
DDL
HDI.
10
N-Nitrusodi-n-pmpylaminc
BUL
RDl-
BUL
RDI.
BUL
RDI.
BUL
10
pholanthretie
DDL
HDI.
DDL
HUL
BDL
HDI,
BDL
W
pyrcm-.
ROL
DUL
RDL
BUL
BDL
BUL
BUL
10
1,2.4-TriChlnrothll/.t'Ile
HDI.
DUL
RDI.
BUL
RDL
DUL
RDL
10
Denzidine
DUL
BUL
HDL
BDL
HDI-
BUL
RDL
50
3.3%UitWorohenzidime
DUL
RDI.
DDL
RDL
ISDI-
BUL
lit)[.
10
HDI ,= RC10% Drtcctiun Limo
0""ijn
C:u'mcla L. T0111beN ___.
Labaratoi) Diructur
99057637
page 3 vt G

-99 09:52A Air, WatQv & Soil Labs
A1w
It IR
W SOIL
l .ah,xntbt,c,. luc.
21 ILIA N.,,tl, 11.1nilt,,,, �tr,• l • Ki;l„ %md,, irFi„i., 73730 • Tel: (804)368-�%.197 1'ati= (804).158 H3 t97
A.>rth rw.' L.... t.-..,, &.1c #495
Certificate of Analysis
Client blame:
Omega Environmental Services
Date Received:
Client Project I.I _
White RX Service Station, Prospect lulls, NC
Date Issued:
Submitted to:
Jason Johnson
Rcrcrence Method: V11A methud 625 continued
3'entativcly identified Compounds:
6stiuralcd cone.
Sem;wlc LL).
Cvmlxntnd
CAS #
u 11,
OEG 500 M W-1
Toluene
108-88-3
4900
1,2-Dtmcthylhenrem!
95-47-6
4300
1,3-llrme1hylhcn/env
108-38-3
1800
1,2,3-Tnmcthylbc117c11e
526-73-8
1800
I ethyl-3-methyl-bcnicnc
020-14-4
1100
raI tyN:nzcnc
100-41-4
1IOU
Dccanc
124-18-5
1WO
Lhtdecuttc
1120-21-4
930
1,4-Dimcthylhenzene
106 42.3
8I0
lndane
496-11-7
790
OEG-501 MW 2
1.2-Dimethylherimmr
95-47-6
840
Ethylhenr.erte
100-41-4
o3o
Toluene
108-88-3
470
1,2.3-7'rnncthylben/erlc
526-73-8
38U
2•Methyl- l,3-diomulum
497-26-7
300
2-Mdfiyl-'2-pcnImo1
590-36-3
280
1-Ethyl -2-methyl-hcrnrcnc
611-14-3
28p
I -M cl l,y l-Cycl upcntatiol
1462-03-9
260
1,3-Dimethylbenzene
108-38-3
240
Indanc
490 11-7
200
0EG-500 MW-3
Tolucnc
108-88-3
770
1.2.-01methylbeni.ene
95.47.E
54U
1,4-i)imr1hylbcnccnc
106-42-3
4W
E-thylbenzenc
100-41-4
380
1.2.3-'I'nmethylbawcnc
526-73-8
2gU
Indane
496-11-7
120
1,2.4-TnmcthyIl%n7.ene
94-36-3
Ho
1,3.5-'llfrneUlylhrn�cne
108.67-8
IOU
(1-methyl ethyl)-Bcnzcne
98-82-8
90
I-ethyl-2-me1hyl-Bcnzcne
611-14-3
so
111)L - Below Ducetion limit
�j,"
Carmcht L Tumbcs
t.uhorutury 1)Irccror
99057637
page 4 of 6
P.04
May 14, 1999
May 28, 1999

P-99 09:52A Air, Water & Soil Labs
WIR
R SOIL
l.ahnin,Mii•a. lnc.
21 19A \„rtl, llamih.,n �zt..,,,t - Ki, „u.1ticl, Vi,g-,., 7330 • Trl (604J353-829� 1 ax (804) i ti 6N7
(.,,Lrenre 049i
Certificate of Analysis
Client Name: Omega Environmental Services
CUM Project Ell.: White RX Service Station, Prospect liills, NC
Submitted to: Jason Johnson
ReArcrtcc Metbod: EPA ntethod 625 continued
TeNutivOy ldcntihcd Compounds; cunGnucd:
Sanmle I.D. comtx,und (A. #
OEG-503 M W •4 All Amdytcs BDL at DCtrdinn 1.tmit of 20 ug/L
Date Received:
Date Issued:
Estimated con;.
u m/t:
OF.(;-504 MW-12 1,2,3-Tnmcthylbcnzcnc
S26-73-3
590
1,2-Utmethylbetue)Ie
95-47.6
500
Toluene
108-88-3
400
1,4-17imvlhylbcnzcnc
106-42-3
370
1-methyl • Cyclopentsn„l
1462.03.9
340
2-methyl-1,3-Dioxolane
497-26-7
1()l?
Cahyllwnzcne.
100-41-4
240
2-methyl-2-pentanol
590-36-3
27U
1.2.4-Trimethyltwncenc
95-36-3
231)
lntlanr
496-11-7
230
OEG 5U5 MW-13 I.2.3=rrimrlt,ylbcnzenc
526-73-8
150
1-methyl-Cyclopentatim
14ti2-03.9
120
1,2,4= rnmvthylbcnzene
95-36-3
90
1.3 Otmethyl cyclop t-wa nol
19550-46-U
30
2-methyl-1,3-Diosvlanc
497-26-7
70
1-nn-thyl-Cyclohemmul
590-67-0
70
2-methyl 2-Pentanol
590-36-3
60
1.2llitnethylhenzrne
95.47-6
60
ladatte
496-1 1-7
60
t-ethyl-2-imihyl-Bcnzcne
61 t-14-3
50
OEG-50G RVV-2 Oodecanamide
1120-16-7
60
2-urrthyl-1,3-Divxvlane
497-26-7
40
2-methyl-2 • Pentanol
590-36-3
30
1 methyl-('y[luprntan!,1
1462-03-9
20
All Other Analytcs SOL at Octectioa Limit of 20 ug/L
BOL . Ucluw Urwvuon Lima
('armrla E . Tumbcy
Labvruvey Oircctor
99057637
page 5 of 6
P_05
May 14, 1999
May 28, 1999

or
99 09:52A Air, Water & Soil Labs P-06
waId
SOIL
f.nbv,alurie•:, I"
21 it -)A N—iI, 1lnmilt,,u �trrrl lii;lun�,nsl, irl i,un 732() • -1--1: Fax (u04) i5ri-$;�qi
lW n,h C.w1914 Clnlfl.Ott M5
Certificate of Angl sis
Client Name: Omega Environmental Services Date Received: May 14, 1999
Client Project M.: White ILX Service Station, Prospect Hills, NC Date ISSUed: May 28, 1999
SublttittCd to: Jason Johnson
ltereretem Method: Standard Mvthuds 30300MIA methut123?,2
Sewn water swuples were .inalyfea fur'totaJ Lead.
Lead
Sumple I.U.
(me/L)
OEG-500 MW-I
U 012
0BG-501 MW-_
O.005
OEG-502 MW 3
0.006
Uh(;-503 MW-4
().()(0
OF-G-504 M W-12
0 022
ORG-505 M W 13
BUL
0EG-506 RW-2
Bpl,
nC(Ctfivn trout 0,005
Spiky Recovery 100°/,
3M.= B0uw DCLM1011 1-irnit
0"& /Jwj�o
Carmcla L. Tomtits
I zhura►ury DiTwur
90057637
page 0 of 6

05:01P P R M
of R
P M Lam_
MANAGEMENT
March 30, 1999
Mr. Brian Lucas
Omega Environmental Services
8040 Kimway Drive
Richmond, Virginia 23228
Quote Number 98-KR-0738
White Rock, NC
• GAC Units
■ SVE & Sparge Systems
■ Pump & Treat Systems
* UL Certified Panel Shop
■ Pilot Equipment Rentals
407 453 2234
P.02
r4C Corporate: 1-888-P11101-WILL
(1-888-776-9455)
Florida: 1-888 TREAT IT
(1-888-873-2848)
— nv k I-p if
PRM is pleased to provide you with this revised quote based on the specific information we received
on March 22, 1999.
DUAL PHASE EXTRACTION & TREATMENT SYSTEM
MxN Plisse F.>araedon Section
* Travaini Dynaseal Model TRO 300V, 20 hp., 230 volt, three phase, X-P motor capable of 300 actin @
23" Hg.
* MS-120 air water separator tank with (3) level (h-h level alarm interlock, high pump on, low level pump
off, intrinsically safe sensors mounted in a clear 2" sight tube and a drain port.
* Inline particulate filter.
* 1 1/" 4-20ma actuated XP dilution valve controlled by the telemetry system.
* Automatic vacuum relief valve.
* In -line vacuum reduction valve.
* Vacuum transducer for monitoring through the telemetry.
* Moyno 367 pump coupled to a 2 hp., 230 volt, three phase, X-P motor for pumping out of the
separation tank.
* (2) sample ports.
* Temperature gauge for remote reading through the telemetry.
* (1) vacuum page, 0-30" Hg.
* Pitot tube and magnehelic gauge for the effluent vapor stack.
* Effluent vapor transducer for remote wading through the telemetry.
Ou 4moter Seoarator
* Hydro -Quip model AGS-3 oil/water separator.
* Stainless steel construction.
* 30 gpm hydraulic flow.
* Coalescing media, with a 107 gallon effluent pump down chamber.
* Pump out chamber with a 2" sight tube assembly and hi-hi/hi/lo level controls.
* Myers CT10 centrifugal transfer pump with Viton shaft seals, I HP., 230 volt, three phase. X-P motor,
to pump from the OWS to the air stripper and capable of 30 gpm.
* 2" rotary skimmer weir with O-ring seals.
* Integral product tank with sensor to operate the product transfer pump.
* Product transfer pump for pumping free phase hydrocarbons to the S00 gallon storage tank.
Product Recovery Management
Southeast: 205 Broadway Street - Durham, NC 27701 - [phone] ■ Fax [phone] r
Northeast: P,O. Box 352 - Hummelstown, PA 17036 - (717( 533-5577
ram_-�-•-- -1 n..Wj— C.-. ;_ r- ..i n..r`.— fnr

5:01P P R M 407 453 2234 P.03
NPFPPI
Omega Environmental March 30, 19"
White Rock, North Carolina Page 2
* Highlands, 500 gallon steel product storage tank with (2) alarms, one is a warning light(ligh level) and
the other will be a high/high shut off switch, which both of them will have light indicators on the control
panel and will be connected to the telemetry system. The 300 gallon tank will be shipped loose for
exterior mounting.
PRM Ali Sybiona Modd 644
* Sump tank, cover and four stainless steel trays.
* S HP., 230 volt, 3 phase, X P motor.
* Air flow damper.
* Pitot tube mounted in the air effluent of the stripper and connected to an Air Velocity Magnehelic
Differential Gage, which is mounted inside of the building, and connected to the telemetry system.
* Temperature gauge for local and remote reading through the telemetry.
* Air stripper air effluent sampling port.
* Heavy duty latches, gaskets, weirs, downeomers and walpots.
* Air pressure gauge for remote reading through the telemetry.
* Law air preswre switch.
* Spray nozzle, sight tube, drain valve, stainless steel mist eliminator, and tray clean -out ports.
* I i-hil i% level sensors mounted in the sump of the air stripper to operate the transfer pump.
* Myers CTIO centrifugal transfer pump with Viton shaft seals, 1 HP., 230 volt, three phase, X-P
motor, to pump from the air stripper to the carbon vessels.
* Drain valve.
* 275 gallon, horizontal retention tank.
* Top influent, and bottom effluent with a clean -out manway.
* Hi-hi/hi/lo level sensors mounted in the retention tank to operate the transfer pump.
* Myers Cl'20 centrifugal transfer pump with Viton shaft seals, 2 HP., 230 volt, three phase, X-P
motor, to pump from the air stripper to the carbon vessels.
* (2) Carbon Services filters with a backwash controller.
* Units will be installed, in parallel, after the air stripper and before the bag filter.
* One fiber will backwash and the other filter will keep the system operational.
* Pressure transducer hooked up to the telemetry system.
* System will backwash when the inlet pressure is 40 psi or higher.
* Backwash will operate for approximately 10 minutes and has an adjustable timer.
* 2000 gallon polyethylene tank for storage of water and sludge from the iron filters.
* 2 hp., 230 volt, three phase, X-P motor direct coupled to a Myers CT-20 transfer pump to pump flue
de-sludged water into the treatment stream after the iron filters and before the bag filters.
* The transfer pump and sensors will tie into the telemetry system and control the pump. The water will be
in the tank for a minimum of 1 hour.
* High -high float for the 2000 gallon tank.
* The tank will have a manway for solids removal.
* 1500 gallon polyethylene water make-up tank, filled from the effluent water of the treatment system,
piped in effluent stream, before the flow -meter, for make-up water for backwash pump.
* Solenoid valve, utilizing existing pump to pump the back -wash water through the vessel and into the
2000 gallon tank.
* Low -low and high -high override switches and high and low operational switches to control the
motorized ball valve for the 1500 gallon tank
* Both tanks will be fitted with a heater so the water will not heere.
0 Motorized ball valve on the effluent of the treatment system, but before the final flow -meter.

05:01P P R M 407 453 2234 P_04
Omega Environmental March 30, 1999
White Rock, North Carolina Paste 3
Bop Fglters
* (2) Dual bag filter housing assembly, each housing has 2 bags, model # GAF Filter RB2C2L.
* One will be installed after the iron filtration and before the carbon, and the other will be installed after
the last carbon and sample port.
* Pressure gauge installed on the inlet and outlet of each housing.
* Units will come with 30 micron bags.
Carbon Busters
+ (2) 1000 pound, liquid phase carbon units, Carbon Services Model AQ100t).
* Units shall be plumbed in series and shall be able to operate together, as individual units and capable of
back -washing.
* Pressure gauges mounted before and after each unit and on each unit.
* Sample port before and after each unit.
* Pressure across each carbon vessel to be monitored through the telemetry system.
* (1) 1 '/a" NPT, continuous read flowmeter, with a pulse output and installed after the last carbon unit.
* The flowmeter will be connected to the telemetry system and will be able to monitor instantaneous,
average and total flow.
* All plumbing from the discharge of the air stripper to the effluent of the flowmeter shall be 2". Sch 40
PVC.
Svstem Control Panel
* NEMA 4 enclosure mounted on the exterior of the building with a dead front blank cover and a locking
gyp.
* NEMA 4 load center with the main breaker and rated over current breakers.
* HOA switches and status lights(green run dt red override) for all of the system functions.
* Motor starters with thermal overload protection.
* U.L. approved panel -shop assembly.
* EOS Research Pro -View 2 Pius telemetry system with graphical preprogtamrned set points and logic.
* Capable of remote start-up and shut -down.
* Analog outputs for all of the requested items.
* Includes data -logging for 2000 events, real-time monitoring, fax on demand service and paging service.
Bki"Aff Enclosure
PRM will install above equipment in a building with the following features:
12' x 22' enclosure wit oversized door for carbon removal.
Clapboard type aluminum siding
Corrugated aluminum roof.
2" x 4" frame work.
2" x 8" pressure treated floor joist.
3/," plywood for the floor.
4" x 6" pressure treated skid runners.
Thermostatically controlled exhaust fan.
Thermostatically controlled heater.
GFI receptacle mounted on the exterior of the building.
X-P interior lights.
Air stripper blower intake duct to the exterior of the building.
Air stripper vented to the exterior of the building.
Insulation in the building.
Partitioned wall.

05:01P P R M 407 453 2234 P.05.
Omega Environmental March 30, 1999
White Rock, North Carolina Page 4
Fabricaw-x
* Interior of the building shall be Class 1, Div. l and Class 1, Div2 rated.
* Includes full faibrication of treatment system including, plumbing and electrical.
* Plumbing and electrical routing shall be secured and anchored in a uniform fashion.
* Includes wet testing of the system upon completion and final QC inspection, prior to shipment.
** System Price ................................................. S 113,800.00
** Estimated freight to site ........................................ $ 425.00
Terms
Lead time is determined after receipt of order, typically 8-11 waits. Prices are F.O.H. point of
manufacture. Terms are 20% down with the order, 80% , net 45 days from shipment. Proposal is valid for 45
days, PRM will warrant the system to be free of defects for a period of one year from the date of delivery.
Brian, thanks again for giving PRM the opportunity to quote on your remediation equipment needs
and feel free to call me at (888) TREAT -IT (873-2848) with any questions.
Sincerely,
PRM
Kenneth P. Richard
Sales

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Omega Project # R97-066
RE: Description of Groundwater Remediation System
White Rock Service Station
Prospect Hills, North Carolina
The proposed soil and groundwater remediation system will consist of an oil sealed Dual Phase Vacuum
Pump. The influent of the system will be connected to seven (7) existing monitoring/recovery wells on the
site (See Figures 1-3). The groundwater will be extracted from the wells using vacuum. The groundwater
will be transported to the system influent by a 2-inch schedule 40 PVC underground vacuum piping. This
vacuum piping will be connected to a 120-gallon air/liquid separator tank. As the liquid fills the tank the
float switches will be activated so a transfer pump will remove the water from the air/water separator to the
oil water separator. After the oil/water separator there is another transfer pump that will transfer the water
to the air stripper. The sump of the air stripper has four (4) float switches. Two (2) of the float switches
will control the pump operation and two (2) of the floats will be alarm floats. One (1) alarm float will be a
high/high float and the other will be a low/low float. The discharge pump will pump the water, from the air
stripper sump, to the iron filtration system. After the water passes through the iron filtration system the
water will pass through two (2) duplex bag filter housing plumed in series. After the bag filters the water
will pass through two (2) liquid phase carbon units with 1,000 pounds of granular activated carbon in each
vessel. The carbon units will be plumed in series. After the carbon vessel the water will pass through a
non re-settable continuous read flow meter then be discharged to the drainage feature located toward the
backside (northeast) of the property (See Figure 3).
The non -aqueous phase liquid (NAPL) collected by the oil/water separator will be gravity drained to a
500-gallon NAPL holding tank. This tank is equipped with two float switches one (1) float is a warning
light/alarm. The second float is a high/high alarm that if activated will shut the system down. When the
NAPL tank warning light is activated arrangements will be made to have the NAPL tank pumped out and
then disposed of at an approved facility.
The iron filtration system will consist of two (2) 500 pound filters filled with green sand, one (1) 1,500-
gallon tank, one (1) 2,000-gallon tank, and two transfer pumps. The iron filters will be plumed in parallel,
and only one (1) iron filter will be operating at one time. This is done so there will be no system down time
while the iron filters are being back washed. The 1,500-gallon holding tank is for the storage of the back
washed water from the iron filters. This tank will have a man -way so the iron sludge can be removed.
Additionally there will be a transfer pump connected to this tank so the water can be removed after the iron
has settled out. This pump will be controlled by floats and timers. The second tank is a 2,000-gallon tank
for water. The 2,000-gallon tank is the clean water holding tank for the back washing of the iron filters.
The 2,000-tank will be filled from the clean water from the system, which will be supplied to the tank after
the carbon units. The pump on this tank will be controlled by a pressure switch, which is connected to the
iron filters. When the pressure in the active iron filter reaches or exceeds 40 PSI the system will disengage
that iron filter and will engage the other filter. After this the pump on the 2,000-gallon tank will be
activated and start back washing the iron filter, which has just been taken off line.
Alternatives to direct discharge were evaluated. There is no regional sewer collection system available at
this time so connection to the POTW is not applicable. Subsurface disposal of the remediation system is
not feasible at this site. There is an iron problem which will over time diminish the capacity of any
subsurface discharge. Additionally by implementation of a subsurface discharge there is potential for
hydraulic mounding and increasing the migration of the contaminant plume out of the designed capture
zone. Finally, the site is underlain by clay and saprolite, making subsurface discharge not feasible at this
site. Spray irrigation is not feasible since there is not enough open ground on the property to install a spray
irrigation field.