NCG510311_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
Department of Environment
AI
June 25, 20O3
Ms. Debbie Sailors
Petroleum World, Inc,
681 NC Highway 120
Mooresboro, NC 28114
�UW 7 2003
Subject: Requests for Rescission of NPDES Permits
Permit Numbers NCG51OO19, NCG5I0356 & NCG510311
Petroleum World, Inc. Sites
Bob's Superette, G&J Foodway and Banoalc Food sites
Catawba & Lincoln Counties
Dear Ms. Sailors:
Reference is made to your requests for rescission of the subject NPDES General permits,
submitted on your behalf by Shield Engineering, Inc. Responses regarding each of the subject
facilities/permits are provided below.
NCG510019; Bob's Superette
Request Surnmary
The submittal states the Division of Waste Management (DWM) has certified that no further
action is required to remediate the site. The treatment system is not being used and will be
removed at a future date, and therefore the site no longer requires coverage under the general
permit.
DWQ Response
Upon receipt of a statement from you that the on site treatment system has either been removed
or that it has no potential (ability) to discharge, the Division will promptly rescind NPDES
general permit coverage. Until that time, you are required to abide by all terms of the permit,
including payment of annual permit fees.
NCG51O356; G&J Foodway
Request Summary,
The submittal states the site is scheduled for soil excavation that will preceed issuance of a No
Further Action certification from DWM. DWM's UST Section has stated it will not approve the
costs of the annual permit fee and therefore, the fee invoice has been returned along with a
request for rescission of permit coverage.
Customer Service
1 800 623-7748
Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617
[phone] Fax: [phone]

DWQ Response
No evidence has been provided as to whether the circumstances that require NPDES permit
coverage have ceased. If the treatment system remains at the site, is operational and has
potential for a discharge, it is necessary to retain coverage under the pennit.. As long as the
permit is in effect, the permittee must abide by all of its terms, including payment of the annual
fee. This is the responsibility of Petroleum. World, Inc,, and it is not relevant whether or not the
$80.00 fee will be paid by the UST trust fund. The invoices for last year and the current year are
being returned to you along with this letter, with an expectation of prompt payment.,
NCG510311; Banoak Foods
Request Summary
The submittal states the site is currently being evaluated to see if aditional remediation is
necessary or .if local residents can be connected to a public water supply, which would eliminate
the need for continued remediation. It further stated that you had been denied reimbursement for
the annual permit fee from the UST trust fund.
DWQ Response
The submittal provided no evidence that either the need for remediation of the site or the need
for continuing permit coverage has ceased. As stated in the previous discussion, if the treatment.
system remains at the site, is operational and has potential for a discharge, it is necessary to
retain coverage under the permit. As long as the permit is in effect, the permittee must abide by
all of its terms, including payment of the annual fees. The invoice for the $80.00 annual fee for
the current year is returned along with this letter with the expectation of prom.pt payment.
With regard to each of these matters, when you provide statements that the discharges have
ceased and the treatment works have been removed, the Division will be able to rescind the
permits without delay. If you have questions about this matter, please contact Bob Sledge at
[phone], extension 547 or the Water Quality staff in our Mooresville Regional Office at
[phone]. Thank you for your cooperation.
Sincerely,
Alan W. Klimek, P.E.
cc: Mooresville Regional Office w/attachments
Stormwater & General. Permits Unit
Point. Source Compliance — Bob Sledge - w/attachments
Central Files - w/attachments
Fran McPherson, DWQ Budget Office
Mr, Michael D. Armour, P.G.
Shield Engineering, Inc.
4301 Taggart Creek Road
Charlotte, NC 28208.

EER1.N
May 15, 2003
c.
Ms.. Fran McPherson
Annual Administering and Compliance Fee Coordinator
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: Annual Permit Fee and Notice of Pe it Reeinding
NPDES Permit No. NCG510356
G&:,I Foodway
GWI Number #1251.9
Shield Project 1950019
Dear Ms. McPherson:
Dn behalf of Petroleum World, Inc. WW1), Shield Engineering, Inc. (Shield) submits this letter informing
you that PWI will not be renewing the NPDES permit for the subject site, and requests that this permit be
rescinded. The site is scheduled for soil excavation that will precede issuance of a No Further Action from
the North Carolina Department of Environment and Natural Resources, Division of Waste Management.
Based on these upcoming activities, the NCDENR UST Section again informed Shield that they would not
approve the costs for the renewal fee. The renewal invoices are attached.
Sincerely,
SHIELD ENGINEERING; INC.
Kevin
Project Manager
Michael D. Armourw P.G.
Principal
Registered, North Carolina # 1209
cc: Debbie Sailors, Petroleum World, Inc., Mooresboro, NC
4307 Taggart Cr
Charfrrte. NC 28208
9
PI 7F.S Rescind Letter.dcoc
www.s4'sie'idengirreerin€d.com
Telephone '7Q4.394.6973
Fax 704,394.6968

Mate of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
April 8, 1996
Ms. Debbie Sailors
Petroleum World, Inc.
P.Q. Box 307
Cliffside, North Carolina 28024
Dear Ms. Sailors:
Pi
Subject: General. Permit NCG510000
Cert. of Coverage NCG510311.
Banoak/Martin Food Center
Catawba County
In accordance with your application for an NPDES discharge permit received November 1, 1995
by the Division, we are herewith forwarding the subject Certificate of Coverage under the State-NPDES
general permit for the construction and operation of a 0.036 MGD groundwater remediation system
consisting of: nine (9) recovery -wells; a flow meter; a 25 gpm oil/water separator; two (2) transfer pumps;
a five -tray air stripper with a 350 scfm blower; two (2) 125 pound activated carbon units; and one set of
final approved plans and specifications. Authorization is hereby granted for the construction and operation
of this system with discharge of treated wastewater into an unnamed tributary to Jacob Fork in the
Catawba River Basin. This Certificate of Coverage is issued pursuant to the requirements of North
Carolina and the US Environmental Protection Agency Memorandum of Agreement dated. December 6,
1983 and as subsequently amended.
If any parts, measurement frequencies or sampling requirements contained in this general permit
are unacceptable to you, you have the right to submit an individual permit application and letter requesting
coverage under an individual permit. Unless such demand is made, this decision shall be final and
binding. Please take notice this permit is not transferable. Part II, E.4. addresses the requirements to be
followed in case of change of ownership or control of this discharge.
The Authorization to Construct is issued in accordance with Part III, Paragraph 2 of NPDES
Permit No. NCG510000, and shall be subject to revocation unless the wastewater treatment facilities are
constructed in accordance with the conditions and limitations specified in Permit No. NCG510000.
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required by this
Division, such as the construction of additional or replacement wastewater treatment or disposal facilities.
The Mooresville Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours in advance of operation of the installed facilities so that an in -place inspection can be
made. Such notification to the regional supervisor shall be made during the normal office hours from 8:00
a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays.
P.o, Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Permit Number NCG51031.1
BanoaklMartin's Food Center
April 8, 1996
Page 2
Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been installed in
accordance with the NPDES Permit, the Certificate of Coverage, this Authorization to Construct and the
approved plans and specifications. Mail the Certification to the Permits and Engineering Unit, P.O. Box
29535, Raleigh, NC 27626-0535.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for the
life of the facility.
Failure to abide by the requirements contained in this Authorization to Construct may subject the
Permittee to an enforcement action by the Division of Environmental Management in accordance with
North Carolina. General Statute 143-215.6A to 143-215.6C.
The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be required by the Division of Environmental
Management or permits required by the Division of Land Resources, the Coastal Area Management Act or
any Federal or Local other governmental permit that may be required.
If you have any questions or need additional information, please contact Greg Nizich, telephone
number 919/733-5083, extension 541.
Sincerely,
ti
A. Preston Howard, Jr., P.E.
11Enaafi 1onty
Mooresville Regional Office, Groundwater
Technical Assistance and Certification Group
Facility Assessment Unit
Shield Environmental Associates (w/ design package)
Central Files
NPDES Permits File

STA'I h, OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
GENERAL PERMIT NO. NCG51OQ01}
CERTIFICATE OF COVERAGE NO. ,NCS$W43U�
TO DISCHARGE PETROLEUM CONTAMINATED GROUNDWATER AND SIMILAR WAS
UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATJON SYSTEM
In compliance with the provision of North Carolina Gene
regulations promulgated and adopted by the North Carolina
Federal Water Pollution Control Act, as amended,
A
RS
Statute 143-215.1, other lawful standards and
vironmental Management Commission, and the
Petroleum World, Inc.
is hereby authorized to construct and operate a groundwater treatment system consisting of an oil/water separator,
low profile air stripper, and activated carbon filtration for petroleum contaminated groundwater with the discharge of
treated wastewater from a facility located at
I �n's Food Center
Catawba County
to receiving waters designated as an unnnamed tributary to Jacob Fork in the Catawba River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in P
and IV of General Permit No, NCG510000 as attached.
This certificate of coverage shall become effective April 8, 1996
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day April 8, 1996
Orr ii
David A, Good
A, Preston Howard, Jr,, P.E., .Director
Division of Environmental Management
By Authority of the Environmental Management Commission.

BAHQAK QUADRANGLE.
NORTH CAROLINA
7.5 SERIES (TOPOGRAPHIC)
f 81 m 22p30"
35

SOC PRIORITY PROJECT: Yes No X
If Yes, SOC No. Yes_
To: Permits and Engineering Unit
Water Quality Section
Attention: Greg Nizich
Date: January 17, 1996
NPDES STAFF REPORT AND RECOMMENDATION
County: Catawba
Permit. No. NCG510311
PART I - GENERAL INFORMATION
Facility and Address: Petroleum World, Inc.Banoak/Martin Food Center
P.O. Box 307
Cliffside, NC 28024
2. Date of Investigation: 1/16/96
Report Prepared By: Todd St. John
Persons Contacted and Telephone Number: Debbie Sailors, Environmental Director
[phone]
5. Directions to Site: Travel West on Highway 150. Turn right on Highway 16. Turn left on
Highway 10. Site will be located at the intersection of Highway 10 and SR2042.
6. Discharge Point(s). List for all discharge points:
Latitude: 35 35' 33" Longitude: 81° 24' 30"
Attach a U.S.G.S. map extract and indicate treatment facility site and discharge point on
map.
U.S.G.S. Quad No.: E13SW U.S.G.S. Name: Banoak, NC
7. Site size and expansion are consistent with application?
Yes X No_ If No, explain:
8. Topography (relationship to flood plain included): The proposed treatment works are not

in a flood plain. The topogrophy is fairly steep with deep ravines. The area is in the
piedmont and is hilly.
9. Location of nearest dwelling: 350 feet
10. Receiving
r affected surface waters: Unnamed Tributary to Jacob Fork
a. Classification: WS III
b. River Basin and Subbasin No.: 030835
c. Describe receiving stream features and pertinent downstream uses: Small
intermittent stream with steep topography flows to Jacob Fork which is a water
source stream.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
a. Volume of wastewater to be permitted: 0.036 MGD (Ultimate Design Capacity)
b. What is the current permitted capacity of the wastewater treatment facility? N/A
c. Actual treatment capacity of the current facility (current design capacity)? N/A
d. Date(s) and construction activities allowed by previous Authorizations to Construct
issued in the previous two years: N/A
e. Please provide a description of existing or substantially constructed wastewater
treatment facilities: N/A
Please provide a description of proposed wastewater treatment facilities: The
proposed facilities consist of nine recovery wells, an oil/water separator, a low
profile air stripper, and activated carbon adsorption.
g. Possible toxic impacts to surface waters: Gasoline constituents are toxic.
h. Pretreatment Program (POTWs only): N/A
Residuals handling and utilization/disposal scheme: N/A
Treatment plant classification (attach completed rating sheet): I
Page 2

4. SIC Code(s): 9999
Wastewater Code(s) of actual wastewater, not particular facilities, i.e., non-contaet eooling
water discharge from a metal plating company would be 14, not 56.
Primary:66 Secondary:
Main Treatment Unit Code: 56000
PART III - OTHER PERTINENT INFORMATION
1 Is this facility being constructed with Construction Grant Funds or are any public monies
involved (municipals only)? N/A
2. Special monitoring or limitations (including toxicity) requests: Gasoline has toxic
constituents. Toxicity testing may be necessary. According to the application not all
measurements were taken for possible constituents including lead.
Important SOC, JOC or Compliance Schedule dates: N/A (please indicate)
4. Alternative Analysis Evaluation: Has the facility evaluated all of the non -discharge options
available. Please provide regional perspective for each option evaluated.
Spray Irrigation: Application indicated that there is not enough area. Adequate area exists,
but the writer was unable to determine who owns the surrounding fields.
Connection to Regional Sewer System: None available
Subsurface: Application indicated that not enough area exists; however, the consultant
indicated that there may be inadequate soil depth.
Other Disposal Options: N/A
5. Other Special Items: There is a community well only 35 feet from the proposed treatment
works. The required buffer is 100 feet.
PART IV - EVALUATION AND RECOMMENDATIONS
Petroleum World is applying for an NPDES general permit to dispose of treated wastewater
from a groundwater remediation site. Pertoleum World currently has a groundwater remediation
facility with a different NPDES permit number adjacent to the Banoak Food Center, but DOT will
not allow Petroleum World to pump the water from the recovery wells under the road. The proposed
Page 3

groundwater remediation system will treat water from recovery wells located across Highway 1 a
from the Banoak Food Center.
There are some buffering concerns related to the proposed facilities. First, there is a
community water supply well located only 35 feet from the proposed treatment facilities. Second,
the treatment facilities may be within 50 feet of a property boundary.
Also, the application indicated that lead levels were not measured. The apparent age of the
Banoak Food Center implies that leaded gasoline may have contributed to the subject groundwater
contamination. The proposed system does not appear to treat lead. Therefore, the effluent could
result in stream standard violations. In addition to the lead other constituents of gasoline are
considered toxic. Therefore, there are toxicity concerns associated with the remediation facilities.
It is also not clear if other forms of wastewater effluent disposal are viable. As explained
above in Part III (4), it is not certain that alternative disposal methods have been adequately
addressed.
This Office does not recommend issuing the subject NPDES permit until the above issues
are adequately addressed.
Signature of R
Water Quali
ort Prepare
giona:i Supervisor
6
Date
Page 4

BANQAK QUADRANGLE
NORTH CAROUNA
7.5 MINUTE SERIES (TOPOGRAPHIC)
690 000
FEET

ate of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
November 28, 1995
. Debbie Sailors, Environmental Director
Petroleum World, Inc.
P.O. Box 307
Cliffside, North Carolina 28024
Dear Ms. Sailors:
P
Subject: NPDES Permit Application.
NPDES Permit #NCG510311''
Banoak/Martins Food Center
g'..ituthgrtad County
This is to acknowledge receipt of the following documents that were received on 11/06/95:
• Notice of Intent for NCG510000
• Engineering Proposal
• Evaluation of non -discharge alternatives
• Processing fee of $550
The following item is necessary before final action on this permit:
• One of the following: a) a letter certifying that to the best of your knowledge that only gasoline (no
diesel fuel or solvents) is the source of contamination at this location, or b) monitoring data for
naphthalene. This information should be received by the Division no later than January 5,1996 to
prevent this application from being returned as incomplete.
I am, by copy of this letter, requesting that the Asheville Regional Office Supervisor prepare a staff report
and recommendations regarding this discharge. If you have any questions regarding this application,
please contact Mr. Greg Nizich at 919-733-5083, extension 541.
Sincerely,
David Goodrich, Supervisor
NPDES Permits Group
Asheville Regional Office 1-7
Permit File
P.C. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] p9-733-t17
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

NOTICE OF INTENT
NPDES
BANOA ARTIN'S FOOD CENTER
N( HWY 10 AND SR 2042
CATAWBA COUNTY, NORTH CAROLINA
SHIELDi1 F 1950040
For:
Petroleum World, tic:
Highway 120
P.0. Bois 307
1i side,North Carolina 22

State of North Carolina,
Department of Environment, Health and Natural Resources
Division of Environmental Management inVISKIN
512 North Salisbury Street • Raleigh, North Carolina 27611 ' ' ` ° �
James G. Martin, Governor A. Preston Howard, Jr., P.E.
William W. Cobey, Jr., Secretary
NOTICE OFINTENT
Acting Director
National Pollutant Discharge Elimination System
Application for Coverage under General Permit. NC G510000; Groundwater remediation projects designed to treat
petroleum contaminated groundwater.
Narne, Address, location, and 'telephone number of facility requesting Permit.
A. Official Name: Banoak/Martin's Food Center
B. Mailing Address: c/o Petroleum World., Inc.
(1)Street Address; P.O. Box 307, Highway 120
(2)City; Cliffside
(3)State; NC
(4)Zip; 28024
(5)County; Rutherford
C. Location. (Attach map delineating general facility location) - :See Figure 1.
(1)Street Address; NC Hwy 10 and SR 2042
(2)City; Vale
(3)State; NC
(4)County; Catawba
D. Telephone Number;
Facility Contact:
A. Name;
B. Title;
C. Company Name;
D. Phone Number,
Debbie L Sailors
Environmental Director
Petroleum World, Inc.
[phone]
3. Application type (check appropriate selection):
A. New or Proposed; NEW
B. Existing; If previously permitted, provide permit number and issue date: N/A
C. Modification;
(Describe the nature of modification)
4. Description of discharge
A. Please state the number of separate discharge points.
One discharge point only.
B. Please describe the amount of wastewater being discharged per each separate discharge point
One discharge point at 36.000 gallons per day (25 gpm system design flow rate).
C. Check the duration and frequency of the discharge, per Bach separate discharge paint:
1. Continuous, 7 days per week.

Notice of lintent for Coverage
General Permit NCG510000
BanoalfMartin"s Food Center, Catawba County
2. Intermittent (please describe):
3. Seasonal (check month(s) the discharge occurs): January { } ; February { } ; March ( ); April{ } ;May { 1; June( } ;
July{ }; August{ };; September{ }; October{ }; November{ } December( ).
4. How many days per week is there a discharge?(check the days the discharge occurs): Monday{ },
Tuesday{ }, Wednesday { }, Thursday{ }, Friday{ }, Saturday{ }, Sunday{ }.
5. How much of the volume discharged is treated?(state in percent) 100 `Y.
D. Describe the type of wastewater being discharged per separate discharge point: Specify what is being removed and
products recovered. This includes a listing of any chemicals found in detectable arnounts with the maximum observed
concentration reported. The summary of analytical results containing this maximum value should also be submitted (i.e.
the listing, not the graphical scan). The most recent sample must be no older than one year previous to the date of this
application. The following volatile organic compounds should be included along with any suspected fuel additive;
The wastewater is collected from a shallow, unconfined aquifer and will be treated by a low profile air
stripping unit and then filtered through granular activated carbon. The remediation system will be
equipped with an oil/water separator to remove any remaining liquid phase hydrocarbons prior to
treatment. The analytical results listed below are those required by DEM and are presented as the"Worst
Case Well" (MW-11). The laboratory analytical results are included in Appendix A.
Sample Date July 6, 1995
1. Benzene*; 6,300 µg/I
2. Toluene*; 19,000 pg/I
3. Ethylbenzene*; 2 ,000 .g/1
4. Xylenes*; 10,000 pg/l
5. Lead, dissolved;
6. Methyl tert-butyl ether (MTBE);
7. 1,2-Dibromoethane (EDB);
8. 1,2-Dichloroethane;
9. Isopropyl ether;
10. Naphthalene;and
11. Phenol;.
NT
3,000 }rg/I
NT
NT
570 µgll
NT
NT
(An EPA approved method capable of detection levels to 1 ppb should be used to detect these
compounds).
BDL Below Detection Limit
NT Not tested.
2

Notice of Went for Coverage
General Permit NCG510000
Banoal/Martin's Food Center, Catawba County
E. Please check the appropriate type of treatment being used to treat the groundwater;
1. Oil/Water Separator; X
2. Low Profile Air Stripper; X
3, Diffused Aeration;
4. Activated Carbon Adsorption; X
5. Other (specify);
6. Separately, please describe in detail (size, volume, capacity, design flow through treatment, etc,) each
type of treatment that was checked in 1 through 5. Include, if any, the manufacturer's information on each
type of treatment. Also provide the removal efficiency of each compound detected for the project, if
known. Give desistspecifics (i.e. design volume of each unit, materials used in air stripper, etc.).
Existing treatment facilities should be described in detail and design criteria or operational data should
be provided (including calculations) to ensure that the facility can comply with requirements of the
General Permit. Please include model and calculations used in determining the desi. requirements for
the air stripper.
Information regarding the design specifics of the above checked treatment equipment has been
attached in Appendix B. The wastewater treatment system design is presented in Figure 2 with
a specification sheet presented in Table 1. Predicted Influent and Effluent contaminant removal
rates are presented in Table 2 representing 25 gpm flow rate and a five (5) tray air stripper.
Refer to Appendix C for air stripper and carbon usage calculations.
7. What are the well sizes and how many exist.
Nine proposed (PRW-3 through PRW-11) six-inch diameter PVC recovery wells at the locations
presented in Figure 3. All recovery wells will have 0.020 slot screen and will be constructed so that
there is 30 feet of water in the well for total well depths of approximately 60 feet below ground
surface.
8. Please state the pump sizes and their location in relation to the treatment used in part 2.E.
Refer to Figures 2 and 3 for the system Piping and Instrumentation Diagram (P&ID) and site
layout/system locations, respectively. Refer to Table 1 for component specifications and
Appendix B for manufacturer equipment specification sheets.
9. Please explain what fail-safe measures, such as audible and visual alarms or automatic shutoff systems,
are provided to ensure no system failures.
The oil/water separator and air stripper unit will each be equipped with low, high, and high -high
alarm level shut off features to ensure that the recovery well pumps will shut off prior to system
overflow. The carbon unit will be equipped with pressure gauges to ensure safe operation.
In addition, the on -site control panel will be equipped with visual normal/alarm lights and manual
override switches.
Recovery well pumps will be secured by shutting the air compressor discharge solenoid valve. The
air compressor discharge solenoid valve will shut in the event of a power failure.
The system also will include a telemetry package which allows the monitoring/control of the
system from a remote location (Le. office Fomputer).

Notice of Intent for Coverage
General Permit NCG510000
Banoal/Martin"s Food Center, Catawba County
10. Is there an access to the effluent for sampling? (either an open pipe or a valve to obtain a sample)..
Yes. The following effluent sampling locations will exist: One after the al r stripper before the
parallel carbon canisters and one at the discharge point (open pipe). Refer to Figure 2 for
sampling port locations.
NOTE: Construction of any wastewater treatment facilities require submission of three (3) sets of plans and specifications
along with their application. Design of treatment facilities must comply with requirement 15A NCAC 2H 0138.
If construction applies to the discharge, include the three sets of plans and specifications with the application.
5, What is the nature of the business applying for this permit.
Petroleum products distributor.
6. Name of receiving water or waters; Jacob. Fork Creek, Classification: GA (Attach a USGS topographical map
with all discharge points) clearly marked)
Refer to Figure 4.
7, Is the discharge directly to the receiving water?(Y,N) No
If no, state specifically the discharge point. Mark clearly the pathway to the potential receiving waters on the site
map. (This includes tracing the pathway of the storm sewer to its discharge point, if a storm sewer is the only
viable means of discharge).
The effluent will be discharged to an unnamed tributary of Jacob Fork Creek. See Figure 4 for
the discharge location and pathway to Jacob Fork Creek.
Please address possible non -discharge alternatives for the following options:
A, Connection to a Regional Sewer Collection System,
No Regional Sewer Collection System available.
B. Subsurface Disposal;
Insufficient area.
C. Spray Irrigation;
Insufficient area.
4

Notice of Intent for Coverage
General Permit NCG510000
Banoai/Martin's Food Center, Catawba County
9. I certify that I am familiar with the information contained in the application and that to the best of my knowledge
and belief such information is true, complete, and accurate,
Printed Name of Person Signing
Title
Date Application Signed
Signature of Applicant
NORTH CAROLINA GENERAL STATUTE 143-215.6 E(i) PROVIDES THAT:
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 $400,00
made payable to the North Carolina Department of Environment, Health, and
Natural Resources. Mail three (3) copies of entire package to:
Division of Environmental. Management
NPDES Permits Group
Post Office Box 29535
Raleigh, North Carolina 27626-0535

44 MILS
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CALE 1 24 3C©
2 6ND 3i 8 4000 5IX}td 607000 FEET
© I K6L©METER
QUAI,PRANGI E &OCATIi'7hi
BANOAK, N. C.
N3530---W8122.5/75
1970
Af
E3ANOAK/MARTINS `'t OD STOI
HIGHWAY 10, EIANOAK COMMUNITY
CATAWBA COUNTY NORTH CAROLINA
DATE : 0
SCALE
20
AS S
4 1DIA N BY
GUNE
ENTA1. ASSOCIATES, INC.

TABLE 1
Equipment Specifications* for Treatment System
Banoak/Martin's Food Center
Item Quantity
Number Required Description
Item A One
Item B One
Item C One
Item D
One
Air Open - Spring Close Valve
Adjustable up to 11" Hg vacuum; capable of 450 cfrn
Air/Water Separator
Water storage capacity of 40 gallons @ a minimum of
450 cfm flow rate
Air Particulate Filter
Capable of 450 cfm and 10 micron filter capacity
Vacuum Blower
Capable of 450 cfin at 10" Hg vacuum
Explosion proof with thermal overload protection.
Item E
One
Item F One
Item G One
mH
Nine
Noise -reducing Discharge Muffle
Air Compressor
Minimum rating of 37 cfm @ 80 psi
80-gallon air holding tank
Explosion proof with thermal overload protection
Air Solenoid. Valve
Minimum of 37 cfm at 80 psi; fails in shut position
Pressure Filter/Regulator with Gauge
Adjustable range of 0 to 50 psi @ 10 cfm iniirinu

Item J
Item K
Item L
Items
M&N
Nine
Two
One
Two
One
Assy,
TABLE 1 (CONTD.)
Recovery Well Pump
Pneumatic operated, bottom loading -submersible
groundwater pump; 7 gpm @ 184 head, 100 psi
operating pressure; supplied with 50 feet of 3/8-inch ID
air hose, 1/2-inch air discharge hose, 3/4-inch ID
gasoline resistant discharge hose and check valves.
Approved. Manufacturer:
QED
PO Box 3726
Ann Arbor, MI 48106
[phone]
Model: SOLO
Part Number: SP4000 (Stainless Steel)
Water Flow Meter
Range of 0-25 gpm and electronic output to PLC
Oil/Water Separator
Minimum capacity of 25 gpm, level probe switch
controlling three positions; Low, High, and High -High
Transfer Pump
Electric, centrifugal, capable of 25 gpm at 48 feet of
head
Air stripper package (including blower)
Low profile air stripping unit
(Carbonair model STAT 80, 350 cfm with 5 trays or
equivalent) rated for 25 gpm; complete with level
switches, butterfly valve/dilution valve on blower
exhaust as necessary to control air flow to the air
stripper, and blower pressure gauge
Item P
Two Granular activated carbon unit
Liquid phase, 125 lb. unit
Approved manufacturer:
Envirotec, Inc.
208 Sturnptown Road
Huntersville, NC 28078
Model: GX-200/W

Item Q
Item
One
One
Nine
TAB E (CONTD.
Equipment Enclosure Building
10 feet x 15 feet x 10 feet high aluminum,
-1 it -inflation
Equipped with lighting (4'), ventilation fan ( rout-
mounted 1 "° turbine ventilator (wind driven), and
electric heating capable of maintaining the interior at
® (freezeprotection).
code clearances shallbe maintained between heating
units -and combustible materials.
The amain control panel shall be located outside the
treatment building in a suitable weather tight enclosure,
Control el ;
Allen Bradley PLC (or equivalent)
Weatherproof, enclosed, lockable, and mounted outside
of the building
Pulse Counter
Final Design - Not For Construction
A
ROt
SE
4

TABLE 2
Groundwater Treatment System Remov
Banartin's Food Center
Contaminant
Benzene
Toluene
Ethylbe ene
Xylenes
tes
Before Stripper* After Stripper**
ppb (ppb)
Notes: E - Methyl tent -butyl floe
dt Detected
"Before Stripper" cone trat o °are based on 'vror
"After Stripper" concentrations are based on a five (5
calculations.
6,300
19,000
2,570A
10,000
3,000
"Non -detect" levels, provided by Envirot , abased
See Appendix C for carbon usage.
Includes 570 ppb Isopropyl ether for stripper
Herny's Constant oftrylbe e.
.
01
66.62
Afte Carbon*
(ppb)
sampled on July 6, 1995.
ay air stripping it, Refer to Appendix C for
r 5 gpm flow rate a stripper effluen1 els.
d carbon efficiency odeling modelingpurposes due to s` it

July
Mr. John Hess
Shield Environme a 4a
2848 IS South
Suite
Charlotte, NC 28208
Inc.
RE: PACE ?raj Ma,. 5E0707.5
Client Re e nn/I
Dear Mr.
Enclosed
1y 07,
Footnotes
vn
end
you have any questions mice
contact
Kriso la
Pr ject anager
Encls
ep
ORATO Y ANALYSIS
s
received

En it nmentaT Associate
nu'
Sui
Char NC
ttn bran Hess
lent Refer c Banoak/1 040
PACE Sa rul e Num
pate ll ted
Gate Rec
Client Sample
Parameter
ORGANIC ANALYSIS
PTE( NTBE & IPE
t1 ete ug/L 5.0 1
ug/L 1.8 N
y
ene
uene
ylbenzune
July 18,
PACE Pro
92 3
07/06/95
'7/ 7/ 5
1
Units :� AT, ANAL`
ug/L 1.0
u/L 1.0
09/L0
NO
07/13/
07/13/
07/13/
07/1
07/1
07/13

Cl lent Rer":ice:
PACE Sandi e Number.
Date Collected.
Date Received.
Client Sample 1.
ORGANIC ANALYSIS
Methyl- utyl ether
sapropyl ether
Benzene
Tel un
Ethyl benzene
X1 enes
gL 1.
1.0
1.
ug/'L 1.
ug/L 1.0
ug,/L 1.0
1
PACE pry
07/06
7/7/
N
NO
N
N
N
BATE ANALY
07/1
07/1',

Cl
of
PACE Sample Number:
Date l l e e :
Date Received
ertt Sn eT
ORGANI ANALYSIS
TEX WITH MT
e - -butyl et
I opropyl ether
Benzene
Toluene
thyl be
Xylenes
kf
REPORT OF
Units
TORY
July 1,, I.
PACE Project Numb
4
07/06/95'
07/07/95
MW-4
ug/L 1.0 NQ;
u/L 1 r
ugiL 1.0 NO
ug/L 1.0 NO
ug/t. 1.0
/L 1.0 NO
0 OATE ANALYZE:
07/1/9.
07/
07/
07/
07/
07/1Z/

Mr. John Hess
Page
aTORMS
Client Reference: Banoak/1990040
PACE S le Number:
Date Collected:
°ate Received:
Client Sample 10:
Parameter
ORGANIC ANALYSIS
BTEX WITH MTBE & IPE
REPORT OF
TORY ANALYSIS
:idly 19, 1995
PACa Pra,,„:;ec, Number: 650707515
92 0400638
07/09799
07/07/95
MW-5
Units MOL METHOD DATE ANALYZED
602
Methyl -t -butyl ether 1197L I. NO 07712/99
Isopropyl ether ug/L 1.0 NO 07712/95
Benzene 119/1. 1.0 NO 07/12/95
Toluene ug/t. 1.0 NO 07/12/95
Ethylbenzene ug/L 1.0 NO 07/12/95
Xylenes ug/L 1.0 NO 07l12/99
..;
tOCI

Page
Cl rt a
PACE
Date
.t
C
Pa
Refe
no
Banoak/ 4
ORS A IC A ALYS'S
BTPX MIBE & IPE
butyl ether
yT ether
Tol ua
Ethyl benzene
Xylenes
REPORT
1
ug/L 1_0
ug/L 1.0
ug/ L: 1.
/L 1.0 NO
ug/L 1.0 NO
ug/L 1.0
F
July 1
PACE Pr
93 0430 4
07./ 6
07/07/95
MW
DATE A ALYZ
07/12/ 5
07/
07/
07/.2
07/12
07/12

Client Ref nan : annna /1 40
PACE p1a o
Date Collect
Date Rebel
CISaranle
P a rametas
Units
ORGANIC ANALYSIS
EX WITH MTBE
Methyl -t-butyl
Isopmpyl ether
Benzene
ol uene
Ethyl benzene
Xylenes
July 18,
PACE Prtlje t ¢ 7 7315
1
07/07/95
07/07/95
NW-7
/ 1.0
1.0
1. 0 ND
/ 1.0
/ 1.0
ug/L 1.0 O
DATE ANALYZED
07/
07/
07/12
07/12/
07/12/95

n Hess
d 7
ient Reference: Sa oak/ .
PACE Gami Number,
Date Cal l acted:
Data Received.
liens pie ID
Parable
ORGANICAAL
STEM MTBE IPS
gar
ORT OF ORATORY ANALYSIS
Uni
ug/L
ug/L.
u /L
ug/L
ug/L
July 18, I
PACE Proje
10
10
10
ND
D DATE ANALYZED
07/12/95
07/12/
7/I
07/1
07/12
7/ /'.

Mr.
Page
He
Client enca: a./ 040
PACE Sample Number
Cate Collected:
Date Received
Clien: Sample ID:
Pars
ORGANIC ANALYSIS
BTEX WTITH MTBE & P
tylt-butyl ether
yl ether
m aens
luene
Ethylbenzene
Xylenes
REPORT OF£ ANALYS1
Units
July 18
PACE Proj
j
u/
1. ND
I.0 ND
1.0 NO
1.0 N
1.0 N
1.0 NO
07/12/
07/12/
07/12/95
07/1Z/
07/12/.
07/12/9

r. Hess
Page
Ciien
AC
iat
Para
Re
r . Barrack/1g
Number:e
td
led:
IC ANAL.YSIS
TEE & IPE
utyl ether
Py1 ether
amens
Ethyl
Xyenes
zene
n f ts
ug
ug/L
ug/L
ugyL
ug/L
1.0
1.
1.0
1.
July 18,
PACE Prozec u er:
g0420689
07/07/95
07/07/95
W-10
7 7E1
o A T' ANALY?E
7/1/E
07/Lateg
07/12/95
07/12/95
07/12/95
07/12/P5

r. ohn Hey
Page 10
e
erica: an
PACE Saml ben:
al(
NICANALYSIS
ITH MIBE & 1P
1-t-butyl ether
P1 ether
zene
To
1
Ethyl benzene
Xylenes
quits
ug/
ug/L
ug/ L
ug/L
ug/L
July 18,
PACE Proj ct Number: 7 513
92 043
07/06/95
07/07/95
-11
3000
570
00000
00
3
10000
MOD DATE NAWYZED
07/13
07/1
07/1
07/1
07/1L
07/13/9

Client Ref e e: e e / 5is40
PACE
Data
Date
Cl Sa
Parente
ORGANIC ANALYSI
OTEX WITH MTBE IPE
hyl-t-buty1 ether
propyl ether
zene
Toluene
Ylhenzhe
Aylenes
July 187
PACE Project N7er'M 7715
Z 0430700
07/06/95
07
1
Unity i ANCO 0A-1"E AAYZ
ug/L I.. N
ug/L 1,NO
ug/L 1. N
ug/L .0 N
ug/L 1.0 NO
ug/L I . 0 N
07/13/
07/13
07/13/
07/12/
07/13/
07/13/95

00,
C pr. a a- 42- r E tt
Mr. John Hess
Page 12
Client Reference: Banoak/1950040
PACE SamPle Number:
Date Collected:
pate Received:
Client Sample ID:
Parameter Units MOL METROO BATE ANALYZEO
EPCRTOFBORATORy ANALYSIS
July 18, 1995
PACE Pro,:iec: Number: 650707515
ORGANIC ANALYSIS
GTEX WITH MTBE & IPE
Methyl -t -butyl ether
Isoprocyl ether
Benzene
Toluene
Ethyl benzene
XYlerle4
92 0430719
07/07/95
07/07/95
MW-13
602
ug/L 5.0 260 07/24/95
ug/L 5.0 NO 07/14/95
ug/L 10 480 07/14/95
ug/L 5.0 NO 07/14/95
ug/L 5.0 NO 07/14/95
ug/L 5.0 100 07/14/95

Irs,actos-anit.TE.ar.
Mr. John Hess
Page 13
Client Reference: 8encek/1550040
PACE Sample Number:
Data Collected:
Data Received:
Client Sample ID:
Parameter
ORGANIC ANALYSIS
OTEX WITH MTSE & IPE
Methyl -t -butyl ether ug/L 1.a, 2.4 07/13/95
Isopropyl ether ug/L 1.0 NO 07/13/95
Senzlene eg/L 1.0 NO 07/13/95
TMluene ugiL 1.0 NO 07/13/95
Ethylbenzene ug/L 1.0 NO 07113/95
Xylenes eg/L 1:0 NO 07/13/95
Units
July IS, 1395
PACE Projec: Number: 650707515
9Z 0430727
07/06/65
07/07/95
NW-14
NOL M; OD DATE ANALYZED
603

Wan"Clt RP cr.
Mr. John Hess
Page 14
REPOT OF Ow 'TOR? ANALYSI
Client Reference: 8wink/1950040
PACE S: ole Number:
Date Collected:
Data Received:
Client Sample ID:
Parameter
ORGANIC ANALYSIS
STEX WITH MTBE & IP
July IS, 1995
PACE Prcject Number: 650707515
92 0430735
07/07/95
07/07/95
MW —15
Units MOL METHOD DATE ANALYZED
602
MethYl-t-htitY1 ether ug/L 1.0 No 07/13/95
IttPronY1 ether ug/L 1.0 NO 07/12/95
Benzene ug/L 1.0 ND 07/12/95
Toluene ug/O. 1.0 ND 07/13/95
Ethylbenzene u9/1- 1.0 ND 07/13/95
Xylenes ug/L 1.0 NO 07/13/95
10

rr
enze,ne
Toluene
Ethyl ben
enes
h
Pa e 15
Reference:
PACE Sam e Number:
Data Colltd
Date Received:
Sample IC
Parameter
CR NC ANALYSIS
and a /
3TEX WITH MTBE &IE
t1--butyl ether
yl ether
CRT OF °RAT Y ANALYSIS
July 1
PACE Project. N :
040
Units
0430743
07/07/95
07/07/95
MW-15
ug/L 1. 3
ug/L 1.0 N
ug/L 1.0 NO
ug/L 1.0 N.
ug/L 1.0 N
ug/L 1.0 N
OATS
AA
07/1
C, l
07/15
0 /15
07/15/9
07/15/95
95

iettt Reference: 3a oak/1
PACE S pe Number
Data Cile ted:
ate
ORGANIC ANALYSIS
STE: F 1 T P
hy--butyl ether
1 pr pyl ether
Benzene
To 1 uene
Ethyl enzene
Xylenes
REPORT OF
July 1,
PACE Pet Num
ug/L
ug/ L I .
ug/L 1.
ug/L 1.
ug/L 1.
ug/L 1.
92 371
07/7/9
07/
M17
er:
GATE ANALYZED
07/14
07/1
07/14/
07/14/
07/14/95
07/14/95

Cl lent Pr:
PACE
Data
Date
Paramet
ORGANIC ANALYSIS
"E !1111 mTBE & IPE
yt-butyl ether
coy] ether
zene
To uene
thylezn
1 enes
ug/L 1.0
ug/L1.0
ug/L 1.0 N
ug ND
g/E N
ug/L 1.0 N
July
PACE Prtrz
430750
/7/9E
07/95
18
Z
DATE ANA ."

r rr-prcr zrre fr.
ALJ - 41%)
Mr. Jahn Hess
Page 18
Client Reference: 8anoaki195 040
PACE Sample Number:
Date Col 1 ected
Cate Received:
Client Sean e ID:
REPORT OF
TORy ANAL
YSS
July 18, 1995
PACE Prnt Number: 550707515
92 0430778
07/06/95
07/07/95
VEW-1
Parameter Units MOL mETH.00 OATE ANALYZED
ORGANIC ANALYSIS
BTEX WITH t1T8E & IPE
methyl -t -butyl ether
Isopropyl ether
Benzene
Toluene
Ethyl benzene
Xylenes
dgilL 1.0 5.2.
49/L 1.0 NO
119/1. 1.0 8.4
ug/L 1.0 1.3
119/L 1.0 NO
u9/1- 1.0 2.4
502
07/14/95
07/14/95
07/14/95
07/14/95
07/14/95
07/14/95

r.
Page
i ens Reference: n`
PACE e Number;
Cate Ca d
Data Reca
n
Parameter
ORGANIC ANALYS
TX "Ti MTBE 1PE
Methyl --b1 ether
ItderchY1 ether
Benzene
Toluene
Ethylbenze
Xylenes
Units
g,
July 18,
PACE Project
07/06/
07/07198
T N LY
4195
/14/
f 5

Client nk/19CC4
PACE I bey
Cate Collected:
Cate Received:
Client Sample 1
Parameter
ORGANIC ANAL
BT WITH MT8E P
ethyl-t-butyl ether
corsCY1 ether
Benzene,
Toluene
Ethylbenz ne
Xylenes
Urnt
July 18
PACE Project Number: C7751
0430i
07/01/BS
07/07/95
W-19
ugit. 170
ugiL .0 430
ug/L .0 1
/ .0 4
/L 5.0 31
Ci AAL
07/14/95
/14/95
07/14/95
1/
0/

ent Ref
nce: ana/
PACE S er
Cate Collected
Gate Redei e
Client Sample ID.
Parameter
ORGANIC ,ALYI
MTBE a SPE
utyl ether ug/L 1.0
pryi ether ug/L 1.0 NO
Genie e ug/L 1.0 NO
Toluene ugiL
thyl nzene ug/L 1.0
Xylen g/L 1.0 NO
40
July 18,
PACE project Number: 7C7s
Unit.
92
07/
07/ 71
WSW-1
502
CI, GATE ANAL?
07/I /d
07/15
07/15/
07/
07/..
07/I /a

Page 22
Client Refe c ancak/140
PACE Sam1
Data Collected:
date Rid:
Client pie ID:
Parent
ORGANIC A ALY31
TBE IPE
y1 ether
phony l ether
e cane
cane
Ethylbenzene
arias
REPO`"T OF",
ATORY ANALY
Units
July 1, 199
PACE Project iN.. r: 0707513
ug/L
JL 1.
,L 1.9
ug/l. 1.3
ug/L
ug/L 1.0 NO
29
07, '
07 '7u
'3
NO
07/1 /93
07/13/92
07/13/95
07/ 1 /95
07/19/95
07,E"1 '95

es
Ref rrice: 5a oak/ 9 O 4
PAC
Oat;
Data Res
CI iens Sa
Parameter
OR NI ANALYSIS
MTBB & IRE
utyl ether
yl ether
Benzene
To I uene
Ethyl benzene
Xyl enes
REPORT OF
0
TO
July 18,
PACE Project Number: 5E 707515
2 043
07/06/
07/07
WSW—
ug/L 0'
ug/L 1.0
ug/L 1.0
ug/L 1.0
ug/L 1 .0 NO
ug/L 1.
DATE ANAL
07/14/
07/14/9
07/14/95
07/14/
07/1
07/14/95

PORT F CRAM Y ANALYSIS
Client e e : ak/ 9E0 40
PACE Samale Number:
Gate feted
Clare Received:
Client Sample I
Panete
ORGANIC ANALYSIS
TEE & IPE
yt-butyl ether
ropyl ether
enene
Toluene
Ethyl benzene
Xyl
Units
ug/L
ug/L. 1.0 N
u
g/L 1.0 NO
ug/L 1.0 NO
ug/L 1.0 NO
ug/L 1.0 N
July 18,
PACE Pro "1 der:
ga
07/061
07/07/
30 OATS ANAL (ZED
07/14/95
07/14/95
07/14/95
07/14/95
07/14195
07/14/95

.n Hess
Page 2,5
Client Reference anoakil oa4a
PACE p l e br:
Gate ll t :
Date Received:
Client Sample ID:
Parameter
ORGANICANALYSIS
8TEX WITH MTBE & IPE
butyl ether
y ether
Tolue
thyl benzen
Xylenes
Unit,.
tig/L
ug/L
ug/L
ug/L
ug/L
ug/L
July 18,
PACE Project
92 0430840
07/06/95
07/07/95
07 7
GATE ANALYZE
/1
07/14/95
7/14/
07/14/95
07/14/95
07/14/95

REP AT OF ORATORY ANALYSIS
Client Referen s: Ban a /19 4
PACE Sampl e Number:
Date Coll acted:
Data Received..
Sample
Par ear
ORGANIC ANALYSIS
BTU TMTBE & IPE
hy ether
nrny1 ether
Beriberi
T1uen
Ethyl benzene
Xy 1 arias
Uni MOL
ug/L 1.
ug/L 1 KK0
ug/L 1.0
ug/L 1.
ug/L 1 .0 N
ug/L 1A
July 18,
PACE Pro 7
0430859
07/06/95
07/07/95
WSW
Mesa data have been ne i ee and are approved release.
S. Harding
anager Organ.. ChtrY
DATE ANALYZED
07/14/95
07/14/95
07/14/95
07/14/95
07/14/95
07/14/95

REPORT Fi ;
rt TES'
Page 27 far pages through
Client Reference: aan akif18
Method Detect
Not detected at
July 18, 18
PACE Pre
77

Mr. John Hess
Page 23
Client Reference: Banoak
4
E CRT OF LA9ORTORY ANALYSES
QUALM' CONTROL DATA
July 18, 1995
PACE Project Number:
3TE WITH MTBE & IPE
Batch: 92 37913
Samples: 92 0420611, 92 0430620, 92 0420638, 92 0430646, 92 0430654
92 0430662, 92 0430670, 92 0430639
ME.L7i00 BLANK:
Parameter
Metnyi-t-butyl ether
Isopropyl ether
Benzene
To1uene
Ethylbenzene
Xylenes
SPIKE AND SPIKE DUPLICATE:
Parameter
Methyl-t-butyl ether
isopropyl ether
Benzene
Toluene
Ettyltenzene
Xylenes
LABORATORY CONTROLSAMPLE:
Parameter
Metnyl-t-butyl ether
Isopropyl ether
Benzene
Toluene
Ethyl benzene
Xylenes
Units
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
Units
ug/ L
ug/ L
ug/L
ug/L
ug/L
ug/L
Units
ug/L
ug/ L
ug/L
ug/L
ug/L
ug/L
Method
MOL Blank
177 NO
1.0 NO
1.0 NO
1.0 NO
1.0 NO
1.0 NO
1.0
1.0
1.0
1.0
1.0
1.0
MOL
175
1.0
1.0
1.0
1.0
1.0
Spike
920430611 Spike Oupl
MW-3 Spike Recv Recv RPO
NO 20 ITTE 100% 18%
NO, 20 105%, 90% 15%
NO 20 120% 100% 1E%
NO 20 115% 100% 14%
NO 20 110% 95% 15%
NO 40 110% 95 1.5%
Reference
Value Rev/
20 TM
20 105%
20 120%
20 115%
20 115%
40 113%
gece Mina Seir TO3
Huntsinville.. NC 21711
IS; 15447540112
704475410111
An awl *wanly engliaVer

Mr. john Hess
Page 29
CUent Reference: 3anoak/1950041
REPORT OF LA2ORATORY ANALYSIS
QUALM CONTROL DATA
July 18 1995
PACE P Number: 550707515
BTEX WITH MTBE &. IPE
Batch: 92 37985
Samples: 92 0430603, 92 0430697, 9Z 0430700, 92 0430727, 92 0430735
92 0430760, 92 043077E, 92 0430736, 92. 0430794, 92 0430816
9Z 0430824
METHOD BLANK:
Method
Parameter, Units MOL Blank
Metnyl-c-bu 1 ether ug/L 17 ND
isopropyl ether ug/L 1.0 NO.
Benzene ug/L 1.0 NO
Toluene ug/L 1.0 NO
Ethylbenzene ug/L 1.0 NO
Xyienes ug/L 1.0 NO
SPIKE AND SPIKE DUPLICATE:
Parameter
Methy-l-t-buty
Isopropyl eth
Benzene
Toluene
Ethylbenzene
Xyienes
her
LABORATORY CONTROL SAMPLE:
Spike.
920420700 Spike OLIO
Units MOL MW-12 Spik Recv Recv RPO
ug/L 1.( NO 20 110% 90% 20%
ug/L 1.0 NO 20 105% 85M 21%
ug/L 1.0 NO 20 115% 100% 14%
ug/L 1.0 NO 20 115% 95% 19%
ug/L 1.0 NO 20 100% 85% 16%
ug/L 1.0 NO 40 103% 85% 19%.
Reference
Parameter Units MOL Value Recv
Metnyi-t-butyl ether ug/L 175 20 TM
1sopropyi ether ug/L 1.0 20 95%
Benzene ug/L 1.0 20 110%
Toluene ug/L 1.0 20 100%
Ethylbenzene ug/L 1.0 20 85%
Xyienes ug/L 1.0 40 98%
NCO Kincey Aram Suit 1 CO
Humors/lilt NC 23378
TEL 70443E12
FAX: 70441S-9091

Mr. John Hess
Page 30
Client
BTEX WI'
3atc
Samp es:
rence: Banoak
MTBE & !PE
38025
0430719, 92 0430743, 92 0430751, 92 0430808, 92 0430832
0430840, 92 0430859
195+004
REPORT OF
QUALITY CONTROL OATA
ATORY ANALYSIS
July 18, 1995
PACE Proje_ Number: 650707515
METHOD BLANK:
Parameter
Methyl-t-butyl ether
Isopropyl her
Benzene
Toluene
Ethylbenzene
Xylenes
SPIKE ANO SPIKE DUPLICATE:
Parameter
Htethyi-s-butyl ether
Isopropyl ether
Benzene
Toluene
Ethylbenzene
Xylenes
LABORATORY CONTROL SAMPLE:
Parameter
`ethyl-t-butyl ether
Isopropyl ether
Benzene
Toluene
Ethylbenzene
Xylenes
Units
ugj L
ug/L
ug/ L
ug/L
ug/L
ug/L
Units
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
Units
ug/L
ug/L
ug/L
ug/L
ug/L
ug/ L
Method
MOL B'l. an k
1.0 t1
1.0 ND
1.0 NO
1.0 NO
1.0 NO.
1.0 NO
1.0 NO
1.0 NO
1.0 NO
1.0 NO
1.0 NO
L
.0
1.0
1.0
1.0
1.0
1.0
Spike
Spike Oupl
Sa i ka Reci Reed R
20 1.3% TUT5
20 1.00© 100%
2.0 110 © 105 Q
20 105 © 100%
20 1051 100
40 100% 98©
Reference
Value Recv
20
20 100
2�T 110
20 90
20 35 a
40 98 a

0 OF RATORY ANALYSIS
Client Reference: andakil AG
Method Detec
Not detected
Relative Pert Oif nce
July 18,
ugh PACE Proje

bHILD ENVIRONMENTAL ASSOCIATES IN
2846 1,65 SOOT! 1, SUITE 11
CHARLOTTE, N.C. NC. 2820U
(1134) 394-69 3
PROJECT NAME_
SiMlnilkirS: Pii NO1110 i
A PLEID
t
i.e. IT
•
rvk Li_ 4
.011 1 1
Cti It
1LI —
4)(
SAMPLE LOCATION
COMMENTS;
LIU
pONTACT NAME
6:#10101101e -
Sainpla Type
Deitu
Tune
t'
IL
ki
el
y: (Signature)
Dispatr..bed by: (Signatur
1aLti
v. 4
n
: (Sign
Tiku.:LiZIFTITre LEIT10.173-1CT);
)605 SOtin HAIL IIDAF)
CI lArit ESTON,sa 219420
803-824-6006
TELEPHONE
ANALYSIS
TIEMATEKS
S)(e
4/10 re
12 L2o
30 42
0(0 - -
Mt(
/3o/V4
70
otp '1
Tuna
Li nu
Titne
Time

2840 I-95 SOUTH, IStJITF H
CHARLOTTE, N.C. 2820E I
[phone]
PROJECT NAME
FIItLD ENVIRONMENTL ASSOCIATES, INC.
CONTACT NAME _..
TEL EPIIONE NO. ___
Prrru Narurn
Fa+�nauu`a
Na;
SAMPLE ID
)C%
Ts:
SAMPLE LOCATION
7605 Ti-i(iLJHAIC HCIAi
ClCi-IARIL ON, 3.C. 29420
603112 _Cl_l6
ANALYSIS
I'Iv4Al1KS

284E I.95 SOUTH, SIJII
G)iARLOI IF, N.G. 28208
t [phone]
NA
D ENVIRONMENTAL ASSOCIATES, INC.
ONNTACT NAME
TEIENIONE
T605 St:1l.IT1 i 11All JAI)
:11411 ES-1UN, S.L 2U '
F03:A24-50[k
Piii% maim ° ' - 1 s . � r , .. � 5i�p liteu°iu
SAMPLE ID
SAMPI..E LOCATION
Typ
COMMENTS;
ANA I Ybla

SENECA ENY SERV
002/011
10/26/95 14::25 e1515262469
Rotron
Moisture Separator
EGG MON
I NOCZTRtAL DIVISION
r4ORTI4 STREET
SAUGERTIES, NY 12477
PHONE: [phone]
FAX: (914) 24-3M2
Reviewed 7/12/95
B/F ASSOCIATES, INC.
922 S. Dakern, Arnes, IA 5001.4
Phone: [phone]
FAX: [phone]
Thank you for purchasing an EG&G Rotron MS series moisture separator. When matched with
tie correct Rotron blower, and properly installed and maintained, this separator wi effectively
and effidently remove moisture from the air stream. To ensure good results, please take the
time tc read these instructions before starting the installation of ycur moisture separator.
Sizing for Optimal Efficiency
Separator
MS2OOP(S2
P I
S 3
7 aL ENIOl5, EN513 EN523,
7 t ENBO6, EN6, EN707,
40 al. CENB
40 gal. tEN12
N XP high level
•Speca Consthicton with 2C g capebIity evade
installation
1, Unpacking - For MS200/300, remove drain valve taped to packing material and box
containing liquid level switch, if so equipped, For MS350/500/600, remove box containing
valve hardware as well as box containing liquid level switch (if so equipped) and remove
internal cardboard packaging and cable ties from screen assembly.
2. Boit Down (w/ feet included) - For MS200/300 models, built-in feet or a mounting ring is
included. It is recommended that these units be belted in place. AU models wi only work in
an upright position.
3. Piping - Attach to system piping with flexible couplings to minimize stress incurred by rigid
system piping. The connections should be airtight but not sealed with an adhesive for ease
of disassembly during routine maintenance. install drain valve, using teflon tape an threads.
4. installation and Wiring crf Liquid Level Switch - Remove plug from the bulitheacl fitting.
Thread the switch by hand until snug will" index arrow pointing down. Wire in accordance
with the nameplate wiring schematic. Typically, the wiring is connected back to the starter
to shut down the system but can be used for other purposes.
5. Install/Adjust Relief Valve - For MS500/600, first install the relief valve with teflon tape on
Threads. Use a wrench, but tighten only enough to prevent leakage. Next step for all MS
, units, back off the relief valve adjuster relaxing spring pressure. Then block the moisture
separator inlet while measuring the motor current. Adjust the valve until the motor current is
90% of The max. nameplate blower amps.
6. Continuous Service - For cold weather service, appropriate steps should be takenlo
prevent freezing. Also, the maximum vacuum ratings are based on 115°F maximum.
Consult factory for higher potential ambients..
Note: A moisture separatcr is not a substitute for an inane air filter. A Rotron inilne filter
should be used to remove particles that pass through the separator.

is : i/9 i 14: 5 a152622459 SENECA. ENV SERV.
TO OVATMISN'T
SYSTEMS
Operacrt
Moisture-1n air enters the separator through the tangential inlet onic action removes
free moisture from the air stream and allows the air to discharge through the top of the
separator. When the separator is full, the float valve shuts off the air flow through the
separator, and the relief valve opens to limit the vacuum of the blower.
To drain the separator, turn off the blower and open the drain valve at tl bottom crf the
separator. Caution: The liquid contained in the separator should be analyzed before it is
released back into the environment. It may be considered hazardous waste in certain
geographical areas and require special treatmentfdisposal. Once the liquid is drained, the unit
can be reset by turning the blower back on.
Automatic draining options are at the discretion of the Gusto
Maintenance
This MS series moisture separator i s been designed to nimal maintenance.. l rir
normal operation a layer of sire may build up on the bottom of the separator. As rrecessary,
the top assembly of the moisture separator should be removed and the inside cleaned out with
water. Keeping the inside clean will prevent the valve from becoming clogged with sediment.
The relief valve should be inspected upon emptying the separator and readjusted (per
installation instruction 5) upon restart. .
If
A
y questions regarding this product, contact your local sales representative or our
ineering Department at the facie.

14:27
459
SERV.
NE AIR FILTERS
The Series F55 Inirne Filter is designed to mount
directly in the air piping systerra for engines,
blowers or compressors. The filter element which
is fabricated from a pleated pacer media, has an
efficiency of 99% on 1 micron particle and larger.
The Housing is designed to withstand a bull
vacuum or 15 PSIG. Pressure taps are provided
on the intake and discharge nozzles for installa-
tion by the customer of a pressure drop indicator
or switch.
ALTERNATE FILTRATION MEDIA
AVAILABLE FOR F55
Cleanable Polyester Felt - 989ti on 3 micron particles
Galvanized Wire Mesh - 90% on 10 micron particles
(when oil wetted)
PLEASE DESIGNATE EITHER VACUUM OR PRESSURE SERVICE
F65 SERIES
MODEL
HEN ORDERING.
WEIGHT
P1,Acl E
ELEMENT
NUMBER
F a5-2
F65-2
NPT
wT:
12
2
9
5
08
5-
6
9
F65-4 `4 FLG
F65-5 5 FLG
Foss-6 '6 FLG
F65- *8 FIG
6
16
4
1.5r/A
8 12
520 7
F
- 7d1 81 l FS"
1075.
24 19% 15
1800 ! 17
Ft15-11 . `fi: 'ltl FLG 36 36 4
F 5-12 `12 FLG 36 ; 36Y
F65 14 . ° ' 14 FLG 36 36
"Flanges match 125* ASA. Diameter and D,UI ig,
22
2.
22
17 335 3
17 4675 4
17 a55 4
F8w137
F8 1 `37-" m
Specialists in lndustria Silencing
Stoddard St7.a.c+era,
1017 Progress Drive • Grayslake, 1tiltec+is 60030
Telephone (7O) 223-8636 • FAX (7O8) 223-3636
61...1,-LC-50oo-Io191
vva•ci USA

S
P
T
FAX ND 70452288
2
P. 01
SUTORB
om a ,
LEGEND
VACUUM PUMPS
24. Tel Ira ne S -22 - 7l".21 - 2 47E;;4 3el
ervice dices ix Ill principal cities.
ubler.t tc7change without mike.
bl' . 1939 Cooper tnidustrio , tnc.
COOPER
Gardner -Denver
Industrial Machinery
sa 2-222
end Edition

lU1" 14,01
r Mil 11U, I LP- JLVU+JL
A , UL
SUTORBILrQua
IMPELLERS are machined tr^a s cast iron In an exa
piufife and are permanently tstened to steel shafts,.
They are dynarnic3ily Palen' e i to operate without
vibration in arry assembled pc
HEADPLL7ES, Rrr eh nod from Est
Me interior surface to precise operating
Bearing fits are machined into heactpiales
eN:tct bearing positioning.
IMPELLER CASES, machined from cast iron, ars heavily
ribbed to proven: distortion. inlet and discharge rxris
ase integral features of the cylinder.
ANM-FRICTION BEAFING3 are used exclusively Smaller
sires are fitwd with single -row ball bearings; larger sizes
rs;rve +obte-rc w ball bearings and spherical roller
bearings for overhung load capacity
`" TIMING GEARS, our from al lay steel,, are bolted to tirnirtg
hubs. On smaller site units. gears are mounted directly
shafts,
and p-
rances,
assure
Features
LUORi0f. Turin
splash of
the t<rning gears l rive -end
through fittings. Up type seals prevent
from entering the impeller chamber.
DRIVE SHAFT extended for V-balt drive or direct
connecttiort. A trust control is sfandard on all units_
Vertical or hcrzarrai shaft arrangement is available on
ail units,
FLEX -MOUNT DESIGN, unique to the California
Legend series, is adaptable to either vertical or hori-
zontal instal laticn for increased Veratifity. The feet are
precisely machined to match the footprint of the popu-
lar California 'Series -"` blower and that of many •
competitive units. Hence, the performance an de-
sign features of anC-R California Legend rotary.
Positive, displacement blowers and vacuum pumps..
make them the duality choice as replacements f©r
competitive units,
d bearings are
ing enclosing
lubricated
oil and grease

z
4
ACULJM PERFO
U
J
i

r rir uU.C...tt—CeLet-AJC,
I -I
SIZE WEIGHT
HORIZONTA
BLOWERS
ABCD E FGH L MN 0 PFISTU
VtiL
6% 3Y. 3"fe7 01/4 1 24,4 1 4.1 I V4 1410 .425 1/4 'Jo
21.L. 39 S 7
2 6 3Y. 3 Titt '7 9V.,. 2 6%8 1 21/4, 4Y., 1:IS6 Ytit 7,48
rrIL
NC. =111b
5T4 2 21/4 '73`.e 3W: 874 111/4 11/4, S'..'Yees 1 711
7%
Ti.e" 2)."te
31.14 1 1;s 1'
ta +750 '4 Me
•3 674 11 'tit. 2 6V i2,y, 1'4 Ylat e7 • 1/4
s 104 4% 2'e'd Pi. 31/4
3 1,,et ari, 111/4 2Y2 7%8 1
1
,750
7 'f& 3 3 8 4%6
4 10715 1 2% 1 112 6718 13 ,3 4 2 1 .375 % "di
4M1. i5 S 91/2 41/2 3
11.
4 1 WA. 1.21/8 21/2 S 15')eg 6V6. 21i6 1'10 Yea ,675 %
4LL 155
4"
tt.
5% 3 8 43'06 6Y. 4 10716 1 2% 3 91/2 19V4 84/4 2% 1 % Yes .875 YA
3 31/2 3 Yt 3 lit9 5e 1 21i), 15% 2'4 Pote 1 Tjies 4% 2' 1½ e 125 qti
7 S 10* 4* 31/2 g• Si'e6 7 5 12Tit 15% 4 94i9'116 21/2 1'f1.i24
5 %
3 148Y 9 s 5 1 2i'16 15% 4 1Th 23 104 2 1/2! 1 1/2 1/2, 1.1 25 %
3
eh
4 11 8
8 14°F4 18
t 1 rei 534 Z'4 2Yea 1e37 5 "J;
S 13
4 11
20 4 11 71/2
8% 6 14.%
5 10'lfte, 22V6 92" {4
1.375 z 1
14'het 29Y,s 16 2'%6 2 36 e 75
711.1. 11 Y6 4% 51/2 15 9'1/40 11 7 20' Ylti 22 4 ICI 2 l'eces 6-106 T1 2 3 1.562 1/2 1
F 181. 7% 51h 15 8% 11
7 1 fiVe42 22 6 12.% 2611. 1214 33Se 2 ½ 1462 14 1
S =SCPSWED
10
F 23% 1Crei, 8 y2 15 81/2 1 7 19Y, 22 816¼ 334 191/4 31 2 38 1.562 112 I
1314 514 6 16 10 1254 8 227: 25% 4 1I"ites 24/fte, 7viii 3fe 214 % 1.750 1/4 1
19 314 8 18 10 t2148 2254 * 25 8 14.7./m. 2 134 214z ,. 1.750
' 2½8i5 10 1214821/2 25 V• 1 0 1 ri..6 zw, 314 I'. ir 1,7 ' —1
NiNELMONS Sr, D N PT
CCIN_P41QN..., PIPE e WAKE Z. OUTLET PPE

1Jt 1
r iii 11U 1 U4JC.cJiO IG
4
S 4 4Y4 Safi 8 117;g ` a 1Y 5 `Fs 1i',4
6 Vg B 11 * Ph 2
S'r`4 e 11 , 7 21 7%
106 S 7Y4 3 3 B 8'/ 12"/1a 1Yx 6rs "3� c 2
414
14 81/2 3Y 9 5 ., 8
4 9 ". 8' 214
4 11'f-ti 11 214
37n 4 1 4 113e. 14k: 2D 4 12
OWL 426 S 1 51 4 4zid, 20% 1 5 10 e 9 2 + 2
2HV
65 2 9 4 1141'i 20% 15 6 14 ':a 29 16 21%4 2
VERT CA BLOWERS
K L MNOPRSTLJ
4 1 ' _ 4
121/4 4% 1'4 ' ;:r .525
.750
S 11 Y, 4ye 5 14 1 1 1414 18 2514 19 a 4 10 21'§is 6 9& 3'/+e '2 % 1. 'fix 1
s 1 751a 511 14 `11 14'!2 t 2314 '17 6 12 1 1+4 2 r4 2 q 1: 2 F 1
23% 1 D% 5 14 11 141i 18 217 8 i$ < t9 4a t562 '/c 1
2 ? 3'az �4 6 16 12 r 16% 2014 2 "` 2 .... 4 M 244. 4x 2 4 s 1.7r3 1 1
12Y2 6 16 12' 1 x/ 201 2918 216
NPT FLANGE 014 5 D. PIPE

10/26/95 1427 e151526:24-59
SENECA. En, say.
[TM E
a006,011
Chamber Silencers
Application
!Dower Discharge Silencer !or maximum Siieong at bit)wet $Peel35 below ',rens,'
ticn speed.
Design
A i'nulti-cflambered silencer containing j EtjeCla arrangernent volumes and
air passageways to effectively reduce pulsations througn the conversion of
ncise energy into het, J13 and 013H may Oe nsfalleci horizontally or vertically.
Design parameters eermit tozzie orientation to suit installation feccirements.
Construction
Ail welded steel sheet and alate construction for long service life, Eicterior surfaces
are prime coalecl. Flanges are drilled to match 125 lit. American Standard Flanges,
inspection opening, mounting CtracketS, reef valve nozzles or special paint
available at extra charge.
Typical Attenuation Cure
013- 8
313-10
13-12
13-t-4 14
013-16 16
013.18 18
013-20 213
013-22
D13-24 24
42
48
48
54
183
195
25
145
175
2
2
3582
4015
5963
• NPT Connisierlosui
Available in kioh NPT
or Flu -go "Connections
T
14- 2
3
7
a
8
10
10
10
3
511.
16
13
2
10
11
12
19
7
a
2,4
2$
14
12
4
0 14
42
73
2
ry
D -24
20
22
24
9
20
22
24

r C-23--05 THU IOC
0, 704
A e can C ndu
2''1
STA UARrl [:.'t'a"".E':D: 3Gr'.t4i= .amprYssars
'±fit; apprcvec !u't. 12 ormrl cDrrnr rr *Judie
Ire -wired ror1.:;. 4Es7r:29 i , assolV i•as '.SME niC r ate( r,-cc.as are
PA/0 STAGE $7i4 A
4 F CCci.^
y© zrc22
AcFM
at17,1PSI
Spec cations
arcs safer/ '(a.1 yae 3, k it rs, 3r
v-!'Y ma pre "uTe'?aucz. nr. aiiu�(, efs .,,'.Se..:ac.:?,"�"
W tapCrt.€i i:Wt
37.:2
ee.39 i 74,=4
24

Isaoci
m77
4660K13
#K «49

ns
Ter/Rego e.tor
B18
.1 9 t4.7 male)
yF '7tee
ard
Dimensions
Models
Standard Unit with Manual Grain
818-XX-r KOO
Automatic Mechanical Grain
918-XX-FGCO
Imenes
mm
Metal Bowl with Sight Gauge and Manual Drain
618-XX-i=L00
Metal Bowl with Sight Gauge and Auto. Drain
618-XX-rFH00
;'Mtaatmum Operating
7ernceratwre
Maximum Supply
4 sting His.
"'ressure
. ^rt Size
Cauca P^rt{s)
100 pair;
Materials of Construction
31
iustent Knoll
3wdy C:e
::?.'rent '=1etaineri 9aif1e
:CW
Value Assembly
Ciacnragm
Nut
lid
?,Iy. 3cwi
Uletai 5owi
Pciv. Sowl
Metal Bowl
is cn
{0-L7
NP —3SP
NPTo 3SP
tr. (kg)
ta
Plastic Bawl
Meta Bowl
''tastic 3cwl
Metal 3awi
Tap
Bottom
A 6 C 0 E F
(47.1 0. ial
,L, +:." si'Iat
)50 psig i 10 ar)
250 csig ,' 7 bar)
"Di
;sig. (0-3.5
12
i2)
F uorcc r cn
1:©I
...5.
3ras;aitnie
,Aeatl
2.36 3.66 1.2 2_57 3.74
60 93 3C 65 95
9.66 2.36 2.36 3,56 t.2 2_57 3.74
245 60 60 93 30 65 95
10.0 2.366 2.7 3.66 12 _ 2.57 3.7.4.
254 60 69 93 30 65 95
9.66 2.36 2.7 3.66 r.2 2.57 3.74
245 60 69 93 30 65 95
Wilkerson oroora on

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00Y4•Z0-816 DD)1O-ZC6i
(ae411-2 D) (leg Vi-;i )
5!sd DSZ-Dl 6!s6 Cu-£
a5neDa5neD
31 %b AZ1.f fl Y
3.LVE mp"u Yr,
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sapassimov
:agwnu I eg:7© uou!sad paleuNsap aul u :elaal xytns napes aletralJ aul pl
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TM
1
41Pte CA-7A SHEET
CO.CE ',993 REV 9-94
SHEET ,:)F 3
-300-524-2C26
74..X 1-313-995-1170
Solo® VI° derate Flo w
Automatic Air -Dr -wen Pumps
THE MOST SUCCESSFUL AUTOMATIC CLEANUP
PUMPS JUST GOT EVEN BETTER
QED'sintroduction of the Solo.' puip,os Ln 1990
changed cleanup pumping. Thousa,nds ire now in
use at remediation projects, hydrocarbon recovery
Sites, and acoss the U.S.„.C. Mexico,
and ove.rseas.
VV1-iat makes them such a SUCC.25S? roev don't need
the external cant -oilers, diners,. or dowero.,:e2 probes
used to regulate the duty
c7.7cles of ordinary electric
or pneumatic pumps.
Doing away with con
-
trotters makes ystern
speciiication and installa-
tion much simpler. It also
eliminates the need for
'time-consuming pump
adiusrments every time
site conditions change.
Since the original
release, QED engineers
have continuously im-
proved the design, mate-
rials, and features. The
result, the new -genera-
tion Solo II pump, should
be the industry work-
horse for moderate -flow,
4" well cleanup for years
to come.
r
•
There are no e.lectrical connections cr dneurr.atic Logic
ire —just supply air and discharge 'r.ibing- to the
well.
EFFICIENT RELIABLE. LOW -MAINTENANCE.
Eer, TjurniD constantly reacts to ,elear.7e_s in its well
yield, pun-ming, at the optimized rate or shutPing
if the well drops below the rau.-ea
Because cycling is controlled, dowm%.,ell, the pump is
either ree'l]ing ordis-
The best-selling automatic pump —
now with improved performance,
lower prices, and a 2-year warranty.
HOW SOLO II PUMPS WORK
Each Solo II pump(U.S. Patent No, 5.141,404) runs
itsetf, with an internal float system and a .tingi,eaetic air
control valve. The float follows changing 'Liquid levels
in the Fiunp, signaling the valve to turn the air supply
on as soon as the pump is full and off when empty.
The air control rnec.hanisrii uses a maznetic relay to
isolate it from pumped fluids, and is contained in a
compact cartridge that can be easily replaced if neces-
sary without disassembling the pump.
Solo II systems are easier to 'install, with no air
cycle or on/off level controllers at the wellhead,
charging 100%, of the
time. reere s no waiting
between :odes, for the
entire lenzh of air sunny
tubinz, to vent and re-
pressupze. This increases
purncinet efficiency and
reduces air requirements.
<710--..learance, self-
cleaninbaU check valves
and proven, chemical -
resistant :natal -la's deliver
dependel.-le operation
withou: riogging or
breakcio7.ens. all parts are
rated for 7.iiiions of
cycles and are easily field -
replaceable: there's no
down-tme while you
send pumps out for
repairs.
BETTER PUMPS, BETTER WARRANTY 3E7ER PRICE
How' are Solo fl pumps better? Sbetallyecured.
ecoxy .floats withstand even higher temperatures and
a wider rangeof aggressive fluids without saharation.
New air control valves improve start uo„ even after
extended system shutdowns, Mater_a_s*, and fittings
have been changed, to make pumps easier to use and
maintain. QED is so confident in Solo
we've extended the \vaiTanry to two vears, at least
double the competition's.
A better pump and better warrarttv —but best of
all, e've lowered the price. You'd save 20%—rnak-,..
ing 'Solo 11 pumps the best value in cleanup pumping.

YcE 1-302-624,2025 000E 1993 REV 9-54 Sr-557 2 OF 3
PROBLEM -SOLVING PERFORMANCE WITH OPTIONS
7CR MANY .SPECIAL APPLICATIONS
By eliminating controllers and cleliveng cOnSis-
tentiv superior performance, Solo II systems sigr.,ifi-
c-antly lower the cost or: tnanv cleanup 7rc!ects.
Simple installation and 1.-tands-of" operation will.
allow you to handle more obs in less time.
Wien t-7,V0 purnP sizet-..-• and three irdet the
Soto system can be (.7.15.t.ora-talicired to meet ,a bread
spect:-.= ot pumping .need.s„ The stand,,,,H pump/
bottom 'Lalet .screencornPinanon works '.7est in genera
.cleanuP applications. With the top inlet, floating
l-17.Tdrocarbons can be pumped down to low levels.
The leachate inlet screen provides protecnonagainst
high solids content or V;t1.5CDUS liquids that would clog
other pumps.
For hig.-ter flow rates, or xntrolle.riess puznving frorn 2"
.is about Q.Ea's HammerHeaciTm p14171.;',73.
IDEAL FOR WELLS UNDER PRESSURE OR VACUUM
IAlit1H, control located in the ou.,-,77., Solo II
per±on-hance is unthectedby pressure cnanges in the.
rnis makes it the choice Eor moderate-tlow
liquid removal in soil vapor extraction or dual
rernecliation well systems; condensate removal in
aricli'ZI gas wells or risers; and landfill leachate
SOLO 11 FLOW PERFORMAN� CURVES
OW RATE (GPM
5 17'
6 P4080-9077CM or TOP ,L.31711
3 t
Suor
m)
. . .
. . i
25 50 75 t22 122 150
7,5 )5 2.2.5 30 127,3 45
20
SP2000-807T0M or TOP INL37
0,5 —
3.2
14
4 12
2 rt. 1;3. rn.)
2't.60cm! 0
5 z
0
111
95 IQ
0 7.5 15 22,5 32
PUMP DEPTH (feet)
PUMP 2.1EPT1.4, (meters.
'25 150-
27 5
45
SOLO II SPECIFICATIONS
28" (71 cm) Short -Body Solo II pump
48" (122 crn) Standard Solo 11 pump
Model No.
Pump Type
Inlet
O.D.
Length
Weight
Material
Fittings: Type
Materlais
Sizes: Liquid Discharge
Air Supply
Exhaust
Brain
Pump Strok
Operating pressure range
Maximum Iltt
Maximum flaw rate
Minimum submergence
en eci II ui
Cap sizes
Short -Body Solo 11 pump
SP.2300
Posatve3r Displacement
Bcrcm
3' (7 3 crn)
28' (71 cm)
9 lbs. r‘t kq)
ssteeI.1
Brass (Stainless steel wadable)
3/4" (19 rnm)
3/8' (9 mmt
1/2" (12 mm)
-118 rrirn)
.095 gal. (30 mE)
40-100 psi (275-700 kPa)
200(60 m)
3.5 GPM (13 LPM)
12' (30 cm)
0,7-o�u�
47-7
001111,51
Standard Solo 1 pump
SP4000
Positive A(rOisotacer7ent
Bottom'
3' (7 3 nrn)
48" (122 cm)
.(6.5 kq)
3.0"
(7.5 cm)
sssteel. Te1cr* C•Tal, Vitor
rass (Stainless st
/4* (19 rnm)
3/8' (9 mrr)
lir (13 mm)
1/4" (6 mm)
.5.3 gal. (2000 ml.)
40-100 psi (275-70 kPa
2001 (60 m)
5 GPM (19 LPM)
42' (107 crn)
0. cc uo
45 * a.
,Aftntr-trq Anti rirntacrom Non solidsileacnate inlet screens available; see

CO 1-300-624-2026 CODE 1993 REV 9-3(4 SHEr_J 3 OF 3
JACKETED TUBING OR OPTIONAL HOSE SETS
QED's exclusive jacketed Tubing, with a contanuous nylon
sheath. helps prea/ent ha.ngubs and loops, make.s 'nsmllation easier
(es.decially in narrow orobstructed casing), and lightweight with
exce;ttionai chemical resistance, outside and
Tubinq sets are suoplied c.at to custom lenzisjacketed tubing
and sheath are both 12, which doesn't .5weil in water and,
brovicies .excellent resistance to most liquids ara cleanup contii-
tens, including hydrocarbons, rues, and afL1:—..tiaes. For extremes or
aclnlinf, consult QE for alternative.
Two rubing packages are
available for Solo (1 pumps, The
standard 51712E, with 4 tubes,
1.th .--?20.00 and 524000
models in most aintilicarions„
-177)..e 5-tube 1..:77.,tt set is used
when referenced depth or level
rheasurer.nents are needed fora
weds under a'acdum or pres-
sure.
:tiose sets are also available to
100 60 m), in itustom lengths
with 3/8" (16 rnm L dis-
,..-..narge hose, 11 4" (6 ,Tan) I.J.
a ut,ply hose, 3/8" 9 rnm.
daunb exhaust tubing, and
1 /4' (6 mrn) C.D, brain exhaust
tubing (see "Accessories'
below.). Quick-conriect5 are
available by specaal order.
ei
Descrtoe'
Disci 0.0.
Exhaust C.S.
Air Supply C.S.
Brain Vent C.S.
*Bubbler -ubing
Min. Bend Radius
Max. Pressure
tMax. C:nt., Length
SPTUBE
LP 71.18E
' Bubbler 7.:7;i,rtg is used for reference:
head completion packages,
Standard set
;mans 4 tubes
3/4' (19 nirro
1/2' (13 mm)
3/8" (9 mm)
1/4" (6 mm)
Re(erenced ,set
cor((ams 3 ubes
3/4' 73Inrn)
" 2 mm)
Cv'E"
114' ,5
tie3 mm)
r (18 cm) cm)
325 psi (2,250 kPa) 325 :s( (2;250 kPa)
200' (60 :m) 150'
depth measurement,
t These sre ,maximurn. lengths that can be shipped via UPS
SOLO 11 WELL CAPS
MODEL- 'NELL DIAM,
5-4,S 4' (100 rnm)
c-es 6' (150 mm)
S8S 8' (200 mm)
4H 4' (10C rr,m)
5l5H. 5" (1.50 rnm)
3" 200 mm)
it," (100 mm),
V68 5" (150 mint)
'/8S 8' (200 mm)
DESORIFflON
SlipFt - Tube (SP or LP)
Slip Fit - Tuce (SP or LP)
Slip Fit - .Tuce (SP or LP)
Sic if- Hose
Slip Ft - Hose
Slip Fit Hcse
Vacuum - lupe (SP or LP)
Vacuum - 'rue l(SP or LP)
Vacuum - Tun (SP or LP)
-Add "(7 after Model Number to include FilteriRec.ilatoriGage with cap
(recomm.ended).
UNEQUALLED CUSTOMER SUPPORT
FROM VrcED Ground Water Specialists'
• The industry's largest support staff delivers
complete system design, quick quotes, and "no,
problems" custom equipment solutions.
• 24-hour hot-line service provides expert trouble-
shooting and order expediting when you need it
most, with Federal Express PartsBanie delivery of
parts and loaners, next day or sooner.
• Local representatives across the country and
overseas bring you hands-on, trained assistance
from experienced professionals right in your own
backyard.
• The best warranty protection you can get comes
from the established leaders in e.nvirorunental
pneumatic pumping.
.Mcre '41:formation on 'S supplied with custom well -
FQrlonger continuous engthscnsut QED,
SOLO
1 ACCESSORIES
MODEL NO, FCR PUMP MODEl
MS1000 SP2000, 5P4000
MS1050 SP2000, SP4000
37000 8P2000, SP4000
L374 SP2000, SP 4000
C2100 8P2000
03000 SP2000, 3P4000
C4100 SP4000
36432 SP2000, SP4000
SPHOSE SP2000, SP4000
36226 3P2000, 3P4000
SPTOCLS SP2000, 3P4000
36155 3P2000, 3P4000
36155P SP2000, SP4000
36255 SP2000, 5P4000
36700 8P2000, 6P4000
36824 5P2000, SP4000
36841 SP2000, 5P4000
36861 3P2000, SP4000
37050 SP2000, SP4000
3E30TION
Mc:7:mnd Station
McT.,(tonng ,Station
(wk: Level Gage)
0 cte Counter
(for -70,w Totailzetion)
Full Shutoff
Tc: intet Adaptor (Product)
[re i Protector (Leacnate)
7c: re t Adaptor (Product)
Sc(c 1 Screen, O-Tai
Hose Sat (Order by the loot)
Soo 1 C&M Manual
Cam: Tool,Tube Cutter
SC4 1 Brain, New
Scio il Brain, Remanufactured
S-,,,ving Check valve
Condensate Va.u.it Package
Solo II ,Fow Throttle Valve - Tube
Scic SS Fitting Upgrade Option
Filial( 'Eement
Solo It Filter/Regulator I-Gt.
‚3

wag:5mm/s
ri
Installation
CAUTION!
M Series meters are tended for use with water
and non -hazardous water -
based fluids only.
.I. Position. M Series meters
should be installed in a hori-
zontal position with the register
on top. The meter will operate
in a vertical position, but will
tend to indicate less than actual
'flow, and bearing life wiIl be
shortened.
2. Couplings. Most M Series
rilet.f...rs are installed with meter
couplings, and they are sup-
plied with the meter unless it is
ordered otherwise. The Meter
thread is IPS (same as pice
threads, except stmieht) one
size larger than the meter. For
example, the thread on: a 3/4"
meter is I" IFS. Standard pipe
couplings are sometimes
threaded onto the meter, but
this is not recommended,. since
the meter thread is for me-
chanical connection only, and
sealing is done by the gasket in
the meter coupling. (Note:
when installing meter cou-
plings, check to be sure that the
gasket is in place between the
coupling and the meter.) The
advantage of meter couplings is
that they act as unions for the
easy removal of the meter from
the line. Meter couplings
provide standard male NFT
threads the same nominal size
as the meter for easy connec-
tion to the system. The
'Dimensions" table gives
zed"
Dimensions
Meter Size 3 4'
1-1/2"
A 7-1/2"
oudlings) 12-5,13-
-IPS Thread 1'
D—NPT Thread 3/4"
Typical Regis:ration Curve
10-3/4"
16-1/8"
1-1/4"
1"
1 -5/8" 1C-5/8"
18-1/Z" ',6-718"
2" 2-1,2"
1-1/2" 2-
20
13 21
7$
20
10
zo
sa
125
25
50
65
7 5
15
60 70
74 91
Ran at f n &Oneht rPuri
TypicalPressur Orop Curve
25202
10
104 117
25
5
10
10 20
12
overall lengths.
? $ 10 125 13 17 3
.1. zo zs xs 35
N ad 50 40 70
74 52 65 74 51
Ram d now n Galar0 0.ma 044)
3. Inlet Disturbance..
Multi -jet meters are less sensi-
tive to turbulence tharr.some
other types of flowrneter, but
five diameters of upstream
straight pipe are recommended.
AB M Series meters have built-
in inlet strainers. In installa-
tions with a high degree of
20
ao
ao
toe
r2
.5
sr)
117
25
so
103
120
suspended solids, an in -line
strainer upstream of the meter
is a worthwhile precaution.
4. Air Bleed. WI= the meter
is first installed, trapped air
should be removed if present in
the meter. To do this, loosen
meter couplings slightly and
rotate the meter to an inverted
position. Allow water to flow

through the meter, then
rotate it back E0 an upright
position and retighten.
5. Electirical Connections.
MR meters are Supplied stan-
dard with a twelve foot cable
attached co the senor. The
MR cable has two conductors
(see the diagram at right for
the correct. connections).
5, Pulse Contact. MR meter
sensors respond to a magnet
which is turning on the face
of the meter under the lens.
The sensor gives one output
"pulse" (on/off) each time a
magnet pole passes. The
magnets have one, two or
four poles. The white dots
on the magnet indicate the
number of poles. For
instructions on change pulse
rate, see the "Maintenance
and Repair" section. The
sensor is designed for elec-
tronic control load.s. It
should not be used to switch
power loads such as motors
or lights, and it should not
be connected to 110 VAC
(see 'Specifications" for max-
imum load ratings.).
Maintenance and
Repair
I. Inlet Strainer Cieling.
Do this yearly, or as required.
Remove the meter and gently
backflush it to loosen parti-
cles trapped by the strainer.
2. Calibration Testing.
Meters being used for billing
or for billing -exemption may
be regulated by state agen-
MR Sensor Connection
NON POLAR
CONNECT
cies or by water or sewer util-
ities. New M Series meters
meet the American Water
Works Association C708
Multi -Jet Meter specification.
Some states require tests at,
intervals of eight years for
3/4" meters, six for 1, and
four for 1 1/2" and 2".
Testing can usually be done
by local meter repair facili-
ties authorized for this pur-
pose. Meters used for con-
trol should be checked every
5-10 years.
3. Replacement of Internal
Parts. All of the moving
parts inside an M Series
meter can be replaced by
removing the meter top. For
most applica.tions, this
should not be required for a
number of years. Breakage
in a relatively new meter, is
probably a result of excessive
flow. Compare flow with the
meter maximum to deter-
mine if a larger meter should
be used.
To remove the meter top,
carefully loosen, by putting a
bar through the slots on the
meter top and then unscrew.
it. Remove the lens (it some-
times needs gentle prying
with a small screwdriver) and
then lift out the internal
assembly. (lfriec:essary,
loosen by rocking it slightly
from side to side.) The
internal assembly pieces -
bottom chamber, too cham-
ber and renster, are friction
fitted and can be separated
by hand.
To replace or move the
magnet on the register face,
pull gently on the magnet
with fingers,. It is lightly
press -fitted co the shaft. To
install it on another shaft,
put it on and press down
until it bottoms.
4. Changing Pulse Rates.
Remove the meter top as
described above. Following
the pulse rate chart, put a
magnet with the indicated
number of poies in the indi-
cated position.
5. Changing Meter Sensor
The meter sensor is threaded
hand tight into the lens. To
remove a sensor, unscrew it
by hand. Screw the replace-
ment sensor in until it bot-
toms.

_L, I_ 175/4A
100 MT CENTRI-THRIFT
CENTRIFUGAL PUMP
V:3 6,01-rz
Single Phase 3450 RPM Motor
ICS .ft Head, CO GPM
11 yers 1C0MT sirigie stage
dritritugai pump built to withstaho
the demands ot continuous service
appiications like;
• 3ooster service • Builditig service
I .,\Ir conditioning • Cold and hot weer
I Cooling towers circulation
11 Ld transfer • General Maus -mod
• Sorinkilng Service
The 100 MT Series pumps are
available in Y3 44 hp. and
1 ho models. The standard impeller ts
high modulus dolyccabonate with
brass insert, and is threaded directly on
the shatt. Optional bronze impeders —e
also available.
Fbr added versatililtT the volute can
de rotated to clischxge in tour positic
C.C° intervals. 'These adjustrnents
7.2:1.1ow to ease ot ilistallaton and.
servicing without distizting the system
Myers
W71—ME INNOVATION MEETS TRADMCN
rmmrsioNs („r:or estimaan-; )
O MT Series 'A -I ZIP
k
APPRO x
1SC
/ G 4H7-1
J DIA,(.2) HOLES

100 MT CENTRI-THRIFT
CENTRIFUGAL PUMP
HP* 60Hz
Single Phase, 3450 RPM Motor
100 it Head, 60 GPM
PFORMA.NCE
1 aaF. FT: Suction, 1"
V3 : HT. 34.5C RPM[. 60
FEET OF HEAD
120
(37)
110
(34)
100
(30)
90
(27)
80
(24)
70
(21)
(18)
50
(15)
40
(12)
30
(9)
20
(6)
10
(3)
d
0
ge
30
(76) (114)
GALLONS PER MINUTE (Ipm)
Single phase. 60Hz. 3450 RPM. 115/230 volt.
.pproct. with built -its overload prctecticn.
r. Neoprene siirger ring prctecz meter rcrn
damage.
ate. Cast iron,
4, S 1at3 Seal. Carbon seat with cart
5, Gasket. Field proven vellurnaid prcvides seal
between volute and seal plate.
6. Impeller. Patycartonate with brass '^sett, threaded
directly on motor shalt. 4ronze impeller avccic bie.
7. Volute. Cast iron.
8. Bracket. Stamped steel.
9. Cap Screwy. Steel.
10, Pipe Plug. Steel. Four locations aJlaw easy dreinin
ct purnp case in any positon.
60 70
227) (265)
IQ151 4192
F. E. Myers. A Pentair Company
1101 Myers Parkway
Ashland, Ohio 44805-1923
419/2694144
FAX: [phone], TLX: 98-7443

tvi 4
STAT Series
Sieve Tray Aeration TechTechnoiogy
Carbonair's exclusive STAT series represents the
hest choice for low profile air suiiip pers. with design
flexibility and high performance.
Carbonairs ST:AT units, the water and air are
contacted in step -wise fashion on multiple trays. The
water enters at the top and flows across each tray. The
air passes upwards through openings the tr-ays, then
bubbles through the imater to form "a surface of foam"
which provides ex=erne turbulence and excellent
volatilization. Since the water in Cali:0=es STAT
units flows horizontally amoss each trey, the traveling
path length of water and the required removal effidency
=n, be achieved by incre.asing both die aumber and
length of the trays. Therefore, the Ft"...:i7 units provide
much lower tower height than the conventional
packed tower.
Another advantage oi Carbonair's STAT units is
that air and blower power consumption are effectively
utilized since a single air =earn passes through every
zy before exiting the tower. As a result of minimal
air flows, the organic contaminants am concentrate.d
and effectively removed by vapor phase carbon.
LOW tower height yields numer-
ous other advanthges: rapid instailadon,
easy winterization. inconspicuous
appearance, easy shipping and easy
maintenance. The STA.4"." unit also re—
duces the potential for fouling sincet
C7AltairIS TIO packing 7:nedia and provides.
an extreme turbulent condition.
Carboriaies STAT units are avail-
able with a number: of plate configura-
tions, blowers and controls, and CZ.:
achieve removal effi.ciency up to 99.9.9%.
OPTION'S
EAplosion-proof controis.
Discharge purnp.
Weil cbnaoi.
Off -gas carbon.
control.
Carbon polish.
Winterized enclosure.
Fr..A.Tunr.s
The tow air Claw and minimal tower hei#t
make the unit ideal, for off -gas treaunesL
The compact unit can be installed in a few
hours,
Controls include motor starter. level switO.
air pressure gauge and air pressure swim. --
Panel comes with blower, manual-off-
aut‘a matzo switch and alarm lights.
Computer modeling customizes the system
for optimum air flow, number and size
of, toys.
SPECIFICATIONS
Listed on other side_
tsif
RSONAIR
Water
Treatrnent
, m ,
r: t
'

STAT u.tt nit fo
for each aerat4c a
aeration tzars.
to added ©r deleted.
Sales Drawing # 11'7'23
92.12.17
c RBoNAIR 1992

Ti
System Oes spticn
The Carbon air STAT series are sieve tray aeration units containing no pacsdrig media.
With the S T A T unit. the water and air are contacted in step -wise fashion in rmultiple
trays. The water enters near the tap and flows horizontally across each tray and
through a downspout to the tray below. A pressure blower provides air for the
aerating process. The air enters the bottom of the unit and is forced through
openings in the trays, bubbling through the water to farm 'a surface of foam' which
provides extreme turbulence and excerlent volatilization. The overall effect is a
multiple countercurrent contact of water and air, with each tray having a ccss flow
of water opposing a vertical flaw of air.
The VCC•iaden air passes through rrtist-eiianinatirxg media at the top of the un r and
leaves the STAT through a top flange where it is either discharged to the atmosphere
or treated far removal of the VCC. (such as with carbon adsarptioni. The treated
water coilec:ts on the sump section of the STAT unit and exits (by gravity) via a
unique internal discharge flow modulating valve and flange. In cases where the
treated water must be re -pressurized, a pump -smut configuration is available.
By the flow of air continuously opposing the flow of water, a counterflow, 'cw profile
design provides a natural self -polishing effect because the cleanest water exiting the
system is contacted by the cleanest air entering. Since a single airstream passes
through every tray before exiting the tower, the air and blower power consumption
are effectively utilized. As a result of a minimal air flow, the organic contaminants
the off -gas are concentrated and can effectively be treated.
The STAT series also reduces the potential for fouling since it contains no
media and provides an extreme turbulence condition.

ARECNA1R
Semmes to Earwonntonesi Pgvarews
8640 Monticatto Lana
Maa a Gravy, NM 55.369-1.547
612-425-2992 300-526-4999
Fax 6124:5-0882
SPECIFICATIONS
(R)
HE:CHT SUMP
-.'1STAGE HE GHT
(in) (n)
ITEM
LQUWD MA.UNIUtit.
HE:CiiT FLOW ALI T CW
(gpm)
10
8© 42 .1©
3t1 3 10
1
STAT 30
13
13
18 18
88 1-30 100
38 5-00 300
88 10-ZOO 5t30
I °vI©Vf L EF ICIE 1CY AT 5
Predicted by Computer Modeling
Ip
,* *
oana luer *ate tc #+.
PRIM ITO ©N aECYC.EO
Product osta Sheet t:`39d-92
1992 try. Csrantait
STAT 80
t1T' ©.
'l 1 a0 +i 9 .a i0 hS KR »1 333 39 .3 #i 71 73, .3 13 ?Yr NM �uti
rim* rum mot 1'040 „a # CLm.1111.wv
Car onai.r s' liquid and gas adsorption
units and air strippers are .fully modu-
lar and can be desig^xd and installed
to individual specifications for any size
syaterrt. These units and other Carbonair .a
environmental treatment components
are fully interconnecting for an
intesrated approach to the treatment of
water and air,

BANOAK . TXT
Carbonair Environmental Systems
8640 Monticello Lane.
Maple Grove, MN 55369
612-425-2992 800-526-4999
Fax: [phone]
-STAT 80------------
VERSION 2.3
WATER FLAW RATE: 25.0 gpm
AIR FLOW RATE: 350.0 cfm
WATER TEMPERATURE: 55.0 F
AIR -TO -WATER RATIO: 105:1
Influent Conc. for BENZENE 6300.0 ppb
10/26/95
10:36:19
NO OF REMOVAL EFF EFF CONC OFF -GAS CONC AIR EMISSION
TRAY % ppb ug/1 lb/d
1 90.59406 592.5741 54.3564 1.7130
2 99.03788 60.6134 59.4227 1.8726
3 99.90078 6.2510 59.9405 1.8890
4 99.98976 0.6452 59.9939 1.8906
5 99.99894 0.0666 59.9994 1.8908
6 99.99989 0.0069 59.9999 1.8908
Influent Conc. for TOLUENE 19000.0 ppb
NO OF REMOVAL EFF EFF CONC OFF -GAS CONC AIR EMISSION
TRAY % ppb ug/1 lb/d
1 93.28762 1275.3522 168.8062 5.3197
2 99.52300 90.6307 180.0892 5.6753
3 99.96597 6.4659 180.8908 5.7006
4 99.99757 0.4614 180.9480 5.7024
5 99.99983 0.0329 180.9521 5.7025
6 99.99999 0.0023 180.9524 5.7025
Influent Conc. for ETHYLBENZENE 2570.0 ppb
NO OF REMOVAL EFF EFF CONC OFF -GAS CONC AIR EMISSION
TRAY % ppb ug/1 lb/d
1 94.19896 149.0867 23.0563 0.7266
2 99.64851 9.0332 24.3902 0.7686
3 99.97865 0.5487 24.4710 0.7712
4 99.99870 0.0333 24.4759 0.7713
5 99.99992 0.0020 24.4762a 0.7713
6 100.00000 0.0001 24.4762 0.7713
Page 1

0
0

10/26/95
CAR8TROLS Corporation Liquid Phase Carbon Usage Estimate 340 PM
PERFORMANCE:
Benzene
Toluene
TAMINANT
Ethylbonzene
XyIene
PROJECT: Shield Env NC Re166frotc
FLOW IN GPM: 25.00
FLOW IN GPD: 36000 00
#CONT # CARBON # CONT 1 CARBON
c04Cf 991 LIMY, —MAY 11000diti 0004fit_
0.0666 0.00 004 000 000
0.0329 0,00 0,01 0.00 0,00
0,0016 000 0,01 0,00 0,00
0-4716 0,00 0,02 0,00 0,00
66.62 0.02 1648 000 0,46
TO 61,1,927 0,02 16.56 0.00 0,46
°

' Per and Engineering Uni_a
Nate r ualitr Section
Attention: Sean Cori:
E, PR OR TY PROJECT
Date: September 18
NPDEE STAFF REPORT T AND RECOMMENDATIONS
County: ataha
PPLEB Permit No , ; NCGS1t 1
E 8-''
PART I _ GENERAL INFORMATION
Fa i ty and Address: Banoak Food Cente
cio Petroleum Fuld, Inc.
Post Office Pox
littaie, N.C. 28024
Late of lnvea.tiati+ n June 28, 188
Report Prepared E . Nicheel L. Parker, En it h. En r..
Person Contacted and Teleph ne Number , Debbie Sailor
ra
ire Liens to Site. The anoak Food Center iA located in
the northeast quadrant ot the junction of hwy. 10 and 8P
2042 FFeavner in western Catawba County.
Discharge Point(
atitude:
Longitude:
Lis`
+r all discharge Point
4 4"
8'
Attach a iT88 Map Extract and indicate treatment Plant site
and discharge Paint on map,
tD 8 8 Qua No.: E 1 SW
Fite ai
Yea
and expansion area cons
ent th ePP1 i ation:
TiTopograph (relat1 nahip to ad p a included): Rolling,
-1 slopes. The site is net located in a flood Plain..
Location of Nearest Dwellin Approx. 100 feet from the
WWTP site.

Page Two
10. Receiving Stream or Affected Surface Waters: Unnamed
Tributary to Potts Creek
a. Classification: C
b. River Basin and Subbasin No.: Catawba 030835
c. Describe receiving stream features and pertinent
downstream uses: Discharge will enter a headwaters
area with a barely definable stream channel. No flow
observed during the site investigation. Downstream uses
are entirely agricultural in nature.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
a. Volume of Wastewater: 0.011 MGD (Design Capacity)
b. What is the current permitted capacity: 0.011 MGD
c. Actual treatment capacity of current facility (current
design. capacity): 0.01152 MGD
d. Date(s) and construction activities allowed by previous
ATCs issued in the previous two years: N/A.
e, Description of existing or substantially constructed
WWT facilities: The existing WWT facilities consist of
an oil/water separator followed by aeration and
activated carbon absorption.
Description of proposed WWT facilities: N/A
Possible toxic impacts to surface waters: This facility
has had some difficulty passing their toxicity tests.
As required by the Permit, the permittee is required to
increase the amount of toxicity tests. performed when
two consecutive failures are recorded. If facility
converts to a GP, no toxicity testing will be required.
Residual handling and utilization/disposal scheme: No
residuals are generated from this facility.
3. Treatment Plant Classification: Less than 5 points; no
rating (include rating sheet). Class I
4. SIC Code(s); N/A
Wastewater Code(s): 66
5. MTU Code(s): 53000
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds or are any public monies involved (municipals only)?
No

Page Three
2. Special monitoring or limitations (including toxicity)
requests: None at this time.
Important SOC/JOG or Compliance Schedule dates: N/A
4. Alternative Analysis Evaluation
a. Spray Irrigation: Insufficient area.
b. Connect to regional sewer system: None available.
c. Subsurface: Insufficient area.
d. Other disposal options: N/A
PART IV - EVALUATION AND RECOMMENDATIONS
The permittee has requested that the NPDES Permit currently
in effect for this facility (NC0079391) be reissued as a General
Permit. There are no other changes and/or modifications proposed
at this time. The modification request, if approved, will result
in the deletion of toxicity testing, which is not found in the
GP.
Due to the fact this facility has demonstrated it's
inability to pass the toxicity testing requirements contained in
the existing NPDES Permit, it is our recommendation that the
request for a GP not be approved. The staff of this Office is
concerned that discharges of this type may exhibit toxic
characteristics that will not be appropriately monitored nor
receive appropriate treatment under a GP.
S nature of Report Preparer Date
Water Quality, egional Supervisor

._INfa.1::.1'11: "1'1_

RATING SCALE FOR CLASSIFICATION OF FACILITIES
Name of Plant:
Owner or Contact Person:
Mailing Address:
County: C4X 7t
NPDES Permit No. f;tO
Issue©ate:
5/°/o
Existing Facility
Rated By: ,12t(1
S
Telephone:
Nondisc, Per. No.
Expiration
New Fac
P42,e, Date:
Date:
ty
Reviewed (Train. & ert.) Reg. Of ice
Reviewed (Train, & Cert.) Central Office
ORC Grade
Plant Class: (circle one) ! I) II
ITEM
(1) Industrial Pretreatment Units and/or
Industrial Pretreatment Program.
(see definition No, 33)
(2) f?F'SIGN FLOW OF PLANT IN GPD
(not applicable to non -contaminated cooling waters, sludge
handling facilities for water purification plants, totally
closed cycle systems (def. No, 11), and facilities
consisting only of Item (4) (d) or Items (4) (d) and (11)
0 20,000 ...
20.001 -- 50,000 , ,
50,001 -• 100,000 .. ,
100,001 -- 250,000.
250,001 •• 500,000 .. .
500,001 ••1,000,000 .
1.000,001-•2,000,000...,.„..................
2,000,001 (and up) - rate 1 point additional for each
200,000 gpd capacity up to a
maximum of 30 ,
Desagn Flow (gpd) 1 /, e )
(3) PREL1i,+SINARY UNITS (see definition no. 32)
(a) Bar Screens ................................
or
(b) Mechanical Screens, Static Screens or
Comminuting Devices .....: „ .... ...... . . . . . .. 2
(c) Grit Removal .„,.,.a,,,.,,.,,,„,„,
or
rd) Mechanical or Aerated Grit Removal
(e) Flow Measuring Device .... , , , . .
or
(I) Instrumented Flow Measurement
(g)Preaeralion•.....................
(h) Influent Fiow•Equalization , ..... , w ..
(i) Grease or Oil Separators - Gravity .. , , .
Mechanical .. , , •
Dissolved Air Flotation,
(it Prechlorination
(4) PRtMARY TREATMENT UNITS
(a) Septic Tank (see definition no, 43)
(b) Imhoff Tank ,,,,,,,,,,,,,,,,,,,
(c) Primary Clarifiers .... , ,
(d) Settling Ponds or Settling Tanks fear Inorganic
Nontoxic Materials (sludge handling facilities
for water purification plants. sand, gravel,
stone, and other mining operations except
recreational activities such as gem or gold
(d}L
2
3
4
5
8
10
2
2
2
IV Total Poin
s
POINTS (5) SECONDARY TREATMENT UNITS
(a) Carbonaceous Stage
(i)Aeration High Purity Oxygen System . ,
Diffused Air System . , , ..., , . .
4 Mechanical Air System (fixed,
floating or rotor) ... „ , , . , .. , .
Separate Sludge Reaeration
Trickling Fitter
High Rate .....
Standard Rale .......
Packed Tower •.•,,.•„,,,.,..
Aerated Fitter or Aerated
goons...,,
(v) Rotating Biological Contactors . .
(vi) Sand Filters-
intermittent biological
recirculating biological ..
(vii) Stabllzation
(viii)Claritier ,,.,,,,,,•„,,,.-,,,„,....
(ix) Single stage system for combined
carbonaceous removal of BOD and
enous removal by nitritication
def. No. 12) (Points for this item
o be in addition to items (5) (a)
ough (5) (a) (via) . , , , .. • ....
dditions to enhance BOD
e
(xi) Biological Culture ('Super Bugs') addition
to enhance organic compound removal ... , .
(b) Nitrogenous Stage
(i) Aeration • High Purity Oxygen System , , . , 20
Diffused Alf System , . „ „ . , ,
Mechanical Air System (fixed,
floating, or rotor) ...... ......
Separate Sludge Reaeration , , .. 3
(11) Trickling Fitter -
High Rate..............7
Standard Rate,.„,.. „„.. 5
Packed Tower,,,..,,,,,.. 5
(iii) Biological Aerated Filter or Aerated
Biological Filter ,,,,,,,,,,,,,,,,,,,,,,,,, 10
(iv) Rotating Biological Contactors .. , .. , ... , , . 10
(v) Sand Filter•
intermittent biolc>gicat ... , , , , „ 2
recirculating biological ... , .... 3
(vi) Clarifier .,,,,,,,,.,,,,,...,,,,.,.K.,,,... 5
7
5
5
10
10
10
2
3
5
10

(6)
TERTIARY OR ADVANCED TREATMENT UNIT
(a) Activated Carbons Beds -
without carbon regeneration
with carbon regeneration , • • .
1 5
(b) Powdered or Granular Activated Carbon Feed -
without carbon regeneration . „ • , • 5
with carbon regeneration ....... „ , 1 5
Ai Sripping 5
Denitrilication Process (separate process) . • . . 1 0
Elerodialyais „ • _ _ • • • • • _ 5
Foam Separation • , , • ............ , , , , • 5
(c)
(d)
(e)
(I)
(9)
(h)
Land Application of Treated Effluent
(see definition no, 22b) (not applicable for
sand. gravel, stone and other similar mining
operations)
(i) on agriculturally managed sites (See def.
1 0
(ii) by high rale infiltration on non -agriculturally
managed sites (includes rotary distributors
and similar fixed nozzle systems) . _ . . , • , 4
(iii) by subsurface disposal (includes low pressure
pipe systems and gravity systems except at
plants consisting of septic lank and nitrifica-
4
Phosphorus Removal by Biological Processes
(See def. No. 25) _ • . , ........ „ 2 0
Polishing Ponds - without aeration • , • 2
with aeration . • . • , • . 5
Posl Aeration • cascade ... • , , _ , • . 0
diffused or mechanical . . . 5
Reverse Osmosis _ _ _
Sand or Mixed -Media Fitters - low rale . . . • 2
high rate ..........5
Treatment processes for removal of metal or
1 5
Treatment processes for removal of toxic
materials other than metal or cyanide _ , 1 5
SLUDGE TREATMENT
(a) Sludge Digestion Tank - Healed , 1 0
Aerobic _ _ _ • • • , 5
Unhealed • 3
(b) Sludge Stabilization (chemical or thermal) . . _ „ 5
(c) Sludge Drying Beds - Gravity ..... • , ... 2
Vacuum Assisted . • . 5
Sludge Elutriation • , , • . , _ • _
5
Sludge Conditioner (chemical or thermal) , _ . 5
Sludge Thickener (gravity)... ..... . • ... 5
Dissolved Air Flotation Unit
(not applicable to a unit rates as (3) (i) .
Sludge Gas Utilization (including gas storage) • . . 2
Sludge Holding Tank - Aerated , „ .. 5
Non -aerated , . _ 2
Sludge Incinerator - (not including activated
carbon regeneration) . . • . 1 0
(k) Vacuum Filler. Centrifuge or Filter Press or other
similar dewatering devices • „ — . 1 0
(3) SLUDGE DISPOSAL (including incinerated ash)
(b) Land Application (surface and subsur(ace)
(see definition 22a)
-where the facility holds the land app. permit . . 1 0
-by contracting to a land application operator who
holds the land application permit . .. • 2
-land application of sludge by a contractor who does
not hold the permit for the wastewater treatment
facility where the sludge is generated . „ — 1 0
(c) Landfilled (burial) _ , • „ • • _ _ _ 5
(9) DISINFECTION
(a) Chlorination • • • • • , , • • • • • • • • • • • 5
(b) Dechlorination . _ • „ • ......... • • • • •(c) Ozone ..............................
5
5
(d) Radiation • • • • • • • ...... — 5
(10) -CHEMICAL ADDITION SYSTEM (S) (See definition No, 9)
(not applicable to chemical additions rated as item
(3) (j), (5) (a) (xi), (6) (a), (6) (b), (7) (b), (7) (e),
(9) (a). (9) (b), or (9) (c) 5 points each: List:
5
5
5
5
(11) MISCELLANEOUS UNITS
(a) Holding Ponds, Holding Tanks or Settling Ponds
for Organic or Toxic Materials including wastes
from mining operations containing nitrogen andfor
phosphorous compounds in amounts signihcantty
greater than is common for dornestic wastewater ......-.. 4
(b) Effluent Flow Equalization (not applicable to storage
basins which are inherent in land application systems). 2
(c) Stage Discharge (not applicable to storage basins
inherent in land application systems.........................................
(d) Pumps,.
(e) Stand -By Power Sup*„
(f) Thermal Pollution Control Device..............................................3
TOTAL POINTS
CLASSIFICATION
Class I. 5 - 25 Points
Class II 26- 50 Points
Class III.. 51- 65 Points
Class IV • 66- Up Points
Facilities having a rating of one through four points, inclusive,
do not require a certified operator. Classification of all other
facilities requires a comparable grade operator in responsible
charge.
Facilities having an activated sludge process will be assigned
a minimum classification of Class II.
Facilities having treatment processes for the removal of metal
or cyanide will be assigned a minimum classification of Class IL
Facilities having treatment processes for the biological removal
of phosphorus will be assigned a minimum classification of Class
111.
In -plant *processes and related control equipment which are an
integral part of industrial production shall not be considered waste
treatment. Likewise, discharges of wastewater from residences
having a design flow of 1,000 gpd or less, shall not be subject to
rating.
ADDITIONAL COMMENTS4,

ate of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A, Preston Howard, Jr., P.E., Director
Debbie. L. Sailors
Environmental Director
Petroleum World, Inc.
P© Box 307, Highway 12
Cliffside, NC 28204
Dear Ms. Sailors:
004
NPDES l ersnit Application
Permit No. NCG5101O5
Banoak/Martin's Food Center
Catawba County
This is to acknowledge the receipt of the following documents on July 29, 1993:
- Application Form.
- Engineering Proposal.
Application Processing Fee Of $400..00.
This application has been assigned 'to Sean -D. Goris (9ir -733 5 53) of our Pemrits Unit for
review. You will be advised of any comments, recor nnnendations, 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 regarding
this application, please contact the review person listed above,.
cerely,
Cnle� rr H, Sullins, RE.
cc:
P,Q. Box 29535, Raleigh, North Carolina 27626-0535 Telephono 919 7
An Equal Opportunity Affirmative Action Employer 50% recycled/
-7015 FAX [phone]
% post -consumer paper

State of North Carolina
Department of Environment, Health and Natural. Resources
Division of Environmental Management
512 North. Salisbury Street • Raleigh, North Carolina 27611
James G. Martin,Governor A. Preston. Howard, Jr., P.E.
William W. Cobey, Jr., Secretary Acting Director
NOTICE OF INTENT
National Pollutant Discharge Elimination System
Application for Coverage under General Permit NCG510000; Groundwater remediation projects designed
to treat petroleum contaminated groundwater.
Name, Address, location, and telephone number of facility guesting
A. Official Name:
B. Mailing Address:
(1)Street Address;
(2)City;
(3)State;
(4)Zip;
(5)County;
C. Location. (Attach map delineating
(1)Street Address;
(2)City;
(3)State;
(4)County;
Banoak Food Center
c/o Petroleum World, Inc.
P.O. Box 307, Highway 120
Cliffside
NC
28204
Rutherford
general facility location - Figure 1)
NC Highway 10 and NCSR 2042
Banoak Community
NC
Catawba
D. Telephone Number; None
2. Facility Contact:
A. Name;
B. Title;
C. Company Name;
D. Phone Number;
Debbie L. Sailors
Environmental Director
Petroleum World, Inc.
[phone]
2 1993
V1LLE llll►l
Application type (check appropriate selection):
A. New or Proposed; NEW
B. Existing; If previously permitted, provide permit number: NC0E 9391, and issue date:.
February 28, 1991
C. Modification;
(Describe the nature of modification)::

Under of Intent for Coverage
General Permit NCG510000
Banoak Food Center, Catawba County
4. Description of discharge
A. Please state the number of separate discharge points.
One discharge point only.
B. Please describe the amount of wastewater being discharged per each separate discharge point:
1:1100 gallons per day (gpd)
C. Check the duration and frequency of the discharge, per each separate discharge point:
1. Continuous, 7 days per week.
2. Intermittent (please describe):
3, Seasonal (check month(s) the discharge occurs): January{}; February{}; March{}; April{};May{};
June{}; July(); August{}; September{}; October(}; November{}; December{}.
4. How many days per week is there a discharge?(check the days the discharge occurs): Monday{},
Tuesday*, Wednesday*, Thursday{}, Friday*, Saturday{}, Sunday*.
5. How much of the voltune discharged is treated?(state in percent) 100 %
D. Describe the type of wastewater being discharged per separate discharge point. Specify what is being
removed and products recovered. This includes a listing of any chemicals found in detectable amounts with
the maximum observed, concentration reported. The summary of analytical results containing this maximum
value should also be submitted (i.e. the listing, not the graphical scan). The most recent sample must be no
older than one year previous to the date of this application. The following volatile organic compounds should
be included along with any suspected fuel additive;
The current wastewater is groundwater which has been treated by diffused aeration and filtration
through granular activated charcoal. The existing remediation system will be modified by the
addition of an oil/water separator. The analytical results listed below are those required by DEM
and the existing NPDES permit, and were obtained immediately after the carbon units or at the
discharge point. The laboratory analytical reports are attached to this notification.
Sample Date 5-25-93
1. Benzene*; <1.0 Aga
2. Toluene*; <1.0 /Aga
3. Ethylbenzene*; <1.0 /43
4. Xylene*; <1.0 pg/I
5. Lead; 1.9 mg/I
6. Methyl tert-butyl ether (MTBE); <1.0 pg/1
7. Dibromoethane (EDB); not tested'
8. 1,2-dichloroethane; not tested'
9. Isopropyl ether; not tested'
10. Naphthalene; not tested'
11. Phenol; not tested'
'Not detected in the groundwater during March -August 1991.
'Low boiling point fuels are not known contaminants at the site.
*(An EPA approved method capable of detection levels to 1 ppb should be used to detect these compounds).
2

Notice of Intent for Coverage
Under General Permit NCGS10000
Banoak Food Center, Catawba County
E. Please check the appropriate type of treatment being used to treat the groundwater;
L Oil/Water Separator; X
2. Air Stripper;
3. Diffused Aeration; X
4. Activated Carbon Absorption; X
5. Other(specify);
6, Separately, please describe in detail(size, volume, capacity, design flow through treatment, etc.)
each type of treatment that was checked in 1 through 5. Include, if any, the manufacturer's
information on each type of treatment. Also provide the removal efficiency of each compound
detected for the project, if known. Give design specifics (i.e. design volume of each unit,
materials used in air stripper, etc.). Existing treatment facilities should be described in detail and.
design criteria or operational data should be provided(including calculations) to ensure that the
facility can comply with requirements of the General Permit. Please include model and
calculations used in determining the design requirements for the air stripper.
Information regarding the design specifics and removal efficiencies of the diffused aerator
and the activated carbon absorption units are included in the approved PTSI "Expanded
Environmental Assessment and Phase II Remedial Action Plan" dated October 22, 1991. An
Authorization to Construct was issued on February 28, 1991, in accordance with Part III,
paragraph A of NPDES Permit No. NC0079391.
The minimum specifications for the oil/water separator are as follows:
Type:
Dimensions:
Sludge Chamber Capacity:
Maximum Design Flow Rate:
Maximal Oil Particle Removal:
7. What are the well si
Hydro -no DP-4 (or equivalent)
Coalescing Type Oil/Water Separator
66"Lx30"Wx33" H
14ga1
8 gal/min
20 micron
d how many exist.
Two six PVC r
ry wells.
8. Please state the pump sizes and their locationn relation to the treatment used in part 2.E.
Information regarding pump specifics is included in the approved PTSI "Expanded
Environmental Assessment and Phase 11 Remedial Action Plan" dated October 22, 1991.
9. Please explain what fail-safe tn�ureHs, such as audible and visual alarms or automatic shutoff sy
are provided to ensure no system failures.
The oil/water separator sump and transfer tt will both
shut off features to ensure that the recovery well pumps
overflow.
terms
uipped with low/high level
shut off prior to system
An ATI Model XL300 or equivalent will be used to control and monitor the system. The
unit consists of an on -site computer that monitors system functions and is programmed to
3

Notice of Intent for Coverage
Under General Permit NCG51.04tl0
13anoak Food Center, Catawba County
ensure proper operation of the pumps, switches, and sensors. The unit is tied into a
telephone line and provides feedback to a personal computer. This allows flow rates and
system operation to be monitored from a remote location. System failures are immediately
reported, via facsimile transmission, by the on -site computer. The unit also provides for
remote, as well as automatic, shut -down of the system if conditions dictate.
In addition, the on -site control panel is equipped with visual norrrtal/alarm lights and manual
override switches.
10. Is there an access to the effluent for sampling? (either an open pipe or a valve to obtain a sample).
Yes. There is an open pipe at the end of the effluent discharge line (Figure 1), as well as a
sampling port after the activated charcoal canister.
NOTE: Construction of any wastewater treatment facilities require submission of three (3) sets of plans and
specifications along with their application. Design of treatment facilities roust comply with requirement
15.A NCAC 2H .0138, If construction applies to the discharge, include the three sets of plans and
specifications with the application.
What is the nature of the business applying for this permit.
Petroleum products distributor.
Name of receiving water or waters;
(Attach a USGS topographical map
See Figure I.
rib tt t ►Ptt Creek, Classification:
all discharge points) clearly marked
is the discharge directly to the receiving water?(Y,N) Yes.
If no, state specifically the discharge point. Mark clearly the pathway to the potential receiving waters on
the site map. (This includes tracing the pathway of the storm sewer to its discharge point, if a storm sewer
is the only viable means of discharge).
Please address possible non -discharge alternatives for the following options:
A. Connection to a Regional Sewer Collection System;
None available.
B. Subsurface Disposal;
Insufficient area.
C. Spray Irrigation;
Insufficient. area.
4

Notice of Intent for Coverage
Under General Permit NCG510000
Banoak Food Center, Catawba County
9. I certify that I am fa
with the information contained in the application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing
Title
Date Application Signed
Signature of Applicant
NORTH CAROLINA GENERAL STATUTE 143-215.6 B(i) PR DES THAT:
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 Conunission 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 $400.00
made payable to the North Carolina Department of Environment, Health, and
Natural Resources. Mail three (3) copies of entire package to:
Division of Environmental Management
NPDES Permits Group
Post Office Box 29535
Raleigh, North Carolina 27626-0535