NCG510550_Application_20180925

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ROY COOPER NORTH CAROLINA
Governor Environmental Quality
NIICH EL S. REGAN
Secretory
LINDA CULPEPPER
Interim Director
September 25, 2018
Bryan M. Witt
Speedway LLC
500 Speedway Dr
Enon, OH 45323
Subject: Permit Renewal
Application No. NCG510550
Speedway 7976
Iredell County
Dear Applicant:
The Water Quality Permitting Section acknowledges receipt of your application for a new NPDES WW permit, including
supporting documentation and your check number 50035 in the amount of $100.00 as payment of the application fee.
These items were received in our offices on September 25, 2018. Your application will be assigned to a permit writer
within the Section's NPDES WW permitting branch. The permit writer will contact you if additional information is required
to complete evaluation of your application. Your timely and direct response to any such request will help to expedite the
review process. Please note that acceptance of the application does not guarantee a NPDES permit will be issued for the
proposed activity. A permit will only be issued following a complete review of the application, concluding the proposed
discharge is allowable per applicable statutes and rules.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deq.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
5erel ,cy,
.cithi ,:2„,
n Thedford
Administrative Assistant
Water Quality Permitting Section
ec: WQPS Laserfiche File w/application
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North Carolina Department of Environmental Quality I Division of Water Resources
1617 Mail Service Center I Raleigh,North Carolina 27699-1617
919-807-6300

peedway
a.Y
Speedway LLC
Speedway Office
P.O. Box 1500
Springfield, OH 45501
Telephone [phone]
September 18, 2018
RECE!VED/DENR/DWR
Mr. Derek C. Denard SEP 2 5 2018
N. C. Division of Water Resources
Water Quality Permitting Section - NPDES Water Resources
1617 Mail Service Center Permitting Section
Raleigh, NC 27699-1617
Subject: RESUBMITTAL APPLICATION FOR GENERAL PERMIT NCG510000
GROUNDWATER REMEDIATION SYSTEM DISCHARGE
SPEEDWAY 7976 (FORMER WILCOHESS 357)
1005 CHARLOTTE HIGHWAY
TROUTMAN, IREDELL COUNTY, NORTH CAROLINA
MID-ATLANTIC JOB NO. 000R1167.35
Dear Mr. Denard:
Speedway LLC is pleased to submit the enclosed Resubmittal Application for Coverage under
General Permit NCG510000 for the proposed discharge of treated groundwater from a mobile
Dual-Phase Extraction (DPE) system at the Speedway 7976 located at 1005 Charlotte Highway in
Troutman, North Carolina. As requested in the Division's correspondence dated July 6, 2018, the
enclosed application includes approval from the North Carolina Department of Transportation
(NCDOT) to discharge to the receiving stormwater system. Documentation acknowledging this
approval is provided in Attachment E. If you have any questions, please feel free to contact me at
[phone] or Chuck Hoffman with Mid-Atlantic at(919) 250-9918.
Sincerely,
SPEEDWAY LLC
3/4
Bryan M. Witt
Environmental Representative
Enclosure: Application for Coverage under General Permit NCG510000
Attachment A— Site Maps
Attachment B — Narrative Description and Final Plans/Specifications
Attachment C—Analytical Monitoring Data
Attachment D—Alternatives to Direct Discharge Analysis
Attachment E— NCDOT Approval to Discharge to Stormwater System
Attachment F— Receiving Stream Flow Data
An Equal Opportunity Employer

.n Division of Water Resources FOR AGENCY USE ONLY
Alp
National Pollutant Discharge Elimination System(NPDES) Date Received
NCDENR Application for Coverage Under General Permit Year Month Day
Vca nq
NCG510000
Certificate of Coverage
Authorization to Construct groundwater remediation projects designed N c G 5 i [j Cj 5 G
to treat petroleum-contaminated groundwater. Check# Amount
'J6 i1cc,6z)
Assigned To:
NOTICE OF INTENT
[Required by 15A NCAC 02H .0127(d11; [term definition see 15A NCAC 02H.0103(1911
(Please print or type)
1) Mailing address of owner/operator(address to which all permit correspondence will be mailed):
Company Name Speedway LLC
Company Contact Mr.Bryan M Witt
Street Address 500 Speedway Drive
City Enon State OH ZIP 45323 - 1056
Telephone# [phone] Fax
Cell/Mobile# [phone] Email [e-mail]
2) Location of facility producing discharge:
Facility Name Speedway 7976(former WilcoHess 357)
Facility Contact Ms. Kat Jacobsen
Street Address 1006 Charlotte Highway
City Troutman State NC ZIP 28166-
County Iredell
Telephone [phone] Fax
3) Physical location information:
Please provide a narrative description of how to get to the facility(use street names,state road numbers,and distance and
direction from a roadway intersection).
Heading north on I-77,take exit 42 for NC-115 S/US-21 S and take a right off the ramp onto US-21.
Facility will be immediately on the right(SE intersection of I-77 and US-21)
(A copy of a county map or USGS quad sheet with facility clearly located on the map is required to be submitted with
this application.) Attachment A
Page 1 of 5 Revised 9/1/13

l
NCG510000 New Application
4) This NPDES permit application applies to which of the following:
® New[term definition see 15A NCAC 02H.0103(16)]or Proposed
Does the facility have an approved CAP?
® Yes —Date approved: 8/2/2016
❑ No—Please contact the Regional Office Groundwater Section to determine the status of CAP approval
and/or authorization to proceed if immediate remediation is recommended.
Regional Office contact person: Dan Graham,Mooresville Regional Office(704-663-1699)
Site Ranking(A-E): I-170-D GW incident#: 24101
❑ Modification
Please describe the modification:
O Renewal
Please specify existing permit number and original issue date: Click here to enter a date.
5) Does this facility have any other NPDES permits [term definition see 15A NCAC 02H .0103(15)]?
® Yes-List the permit numbers for all current NPDES permits for this facility: NCG080170
❑ No
6) Description of discharge: [Required by 15A NCAC 02H .0105(c)(1)]
a) Is the discharge directly to the receiving water? ®Yes ❑No-If no,submit a site map with the pathway to t
potential receiving waters clearly marked.
b) Number of discharge points(ditches,pipes,etc.that convey wastewater from the property): 1
c) Volume of discharge per each discharge point(in GPD): 1,500
7) Discharge frequency: [Required by 15A NCAC 0211 .0105(c)(1)]
a) The discharge is: ❑ Continuous
® Intermittent-Describe when the discharge will occur:
The DPE Mobile Treatment Unit(MTU)is trailer-mounted and has been designed to alternate on a
rotating schedule between this site and the Speedway 7971 facility located in Conover,NC.The
anticipated schedule of operation will be 3 months on-site and 6 months off-site,with adjustments as
needed(if applicable)
b) What is the source(s)of contamination(i.e.gasoline,diesel,solvents,etc.)?: Diesel fuel
General permits may be obtained for gasoline and/or heavy fuel contamination. An individual permit application must
be submitted for sites contaminated with other constituents such as solvents and pesticides.
c) Is free product present?
® Yes-Product storage tank and an oil/water separator are required. Free product is defined as any
measurable accumulation of 1/8"or more in a well or floating on surface water.
❑ No
Page 2 of 5 Revised 9/1/13

NCG510000 New Application
8) Treatment system components: [Required by 15A NCAC 0211 .0105(c)(3)]
Please note: Final design specifications for the actual system that will be installed must he included in this.section.
Do not submit this application if only bid specifications are known.
Check all of the following that apply:
® Oil/Water Separator ® Air Stripper ® Carbon Adsorption ® }=ilters
0 Other:
a) If an Oil/Water separator is present,please provide the following information:
i) Rated flow capacity of the unit(in GPM): 20
ii) Volume of unit(gal): 155
iii) Detention time(min): 7.75
iv) Free product disposal method: Gravity drain to external 500-gallon AST
b) If an air stripper is present,please provide the following information:
i) Rated flow capacity of the unit(in GPM): 50
ii) Air provided for stripping(in CFM): 400
iii) Air to Water ratio: 8:1
iv) Number of trays(if applicable): 4
(Removal efficiencies for all chemicals of concern should be included in this submittal. Efficiencies should
be expressed as a percentage,i.e.98%or 0.98) 99.9%,Attachment B
c) If carbon adsorption is present,please provide the following information:
i) Rated flow capacity of the unit(s)(in GPM): 40
ii) Number of carbon units and arrangement if number exceeds one(i.e.,in parallel or in series): 2(series)
iii) Pounds of carbon in each unit: 200
iv) Specify carbon breakthrough time: 290 months
(The method used to calculate breakthrough time must included in the submittal.) Attachment B
d) If filters are used,please provide the following information:
i) Rated flow capacity of each unit(s)(in GPM): 100
ii) Arrangement of particulate filters within the system: ❑ Parallel ® Series
e) Solids disposal method: N/A
f) If other components to be included,please specify: N/A
9) Receiving waters: [Required by 15A NCAC 02H .0105(c)(1)]
a) What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility wastewater
discharges into? If the wastewater discharge is to a separate storm sewer system(4S),name the operator of the 4S
(e.g. City of Raleigh). MS4 operated by NCDOT: discharge point from MS4 is to Kerr Branch;
approval from NCDOT to discharge into the MS4 provided as Attachment E Attachment E
b) Stream Classification(i.e.WS-IV,C,SA,etc): C
10) Alternatives to direct discharge:
[Evaluation required by G.S. 4 143-215.1(b)(5)(a)and 15A NCAC 02H.0105(c)(2)]
Address the feasibility of implementing each of the following non-discharge alternatives:
a) Connection to a Municipal or Regional Sewer Collection System
b) Subsurface disposal(including nitrification field,infiltration gallery,injection wells,etc.)
Page 3 of 5 Revised 9/1/13

NCG510000 New Application
The alternatives to discharge analysis should include boring logs and/or other information indicating that a subsurface
system is neither feasible nor practical as well as written confirmation indicating that connection to a POTW is not an
option. It should also include a present value of costs analysis as outlined in the Division's "Engineering Alternatives
Analysis(EAA)Guidance Document". Attachment D
Additional Application Requirements:
For new or proposed discharges,the following information must be included in triplicate with this application or it will be
returned as incomplete;per 15A NCAC 02H .0105(c).
Attachment A a) 7.5 minute series USGS topographic map(or a photocopied portion thereof)with discharge location clearly indicated.
Attachment A b) A site map clearly tracing the pathway of the discharged water from the site to its discharge point,if the discharge is
not directly to a stream.
Not Applicable c) If the discharge will cross or empty into any easements, right-of-ways, or other public/private property, i.e. DOT,
utilities, ditches, etc., before entering the permitted discharge stream, proof that approval was received from the
appropriate landowners and/or agencies must be provided prior to issuance of the permit.
Not Applicable d) If this application is being submitted by a consulting engineer(or engineering firm),include documentation from the
applicant showing that the engineer (or firm) submitting the application has been designated an authorized
representative of the applicant;per 15A NCAC 02H.0138(b)(1).
Attachment B e) Final plans for the treatment system(if application is for a new or modified permit). The plans must be signed and
sealed by a North Carolina registered Professional Engineer and stamped-"Final Design-Not released for
construction;"per 15A NCAC 02H.0139.
Attachment B 0 Final specifications for all major treatment components (if application is for a new or modified permit). The
specifications must be signed and sealed by a North Carolina registered Professional Engineer and shall include a
narrative description of the treatment system to be constructed,per 15A NCAC 02H.0139.
Attachment A g) Site map identifying the location of the monitoring wells,the recovery wells,and the treatment system unit.
Attachment C h) Analytical monitoring data which sufficiently characterizes the type and concentration of contaminants on site. This
includes a listing of any chemicals found with the maximum observed concentrations reported. The data provided
must be no older than one year prior to the date of this application. At a minimum,the following parameters must
be reported: Benzene,Toluene,Ethylbenzene,Xylene,Lead,Phenol,MTBE,and 1,2-Dichlorethane.
*Note:Groundwater contamination at the site is associated with a previous release of diesel fuel;as such,dissolved-phase
groundwater contamination at the site is minimal and,therefore,remediation efforts have focused primarily on free-phase product
recovery.A summary of recent and historical groundwater analytical data is provided in Attachment C.
Page 4 of 5 Revised 9/1/13

NCG510000 New Application
CERTIFICATION
I certify that I am familiar with the information contained in this application and that to the best of my knowledge
and belief such information is true, complete, and accurate.
Printed Name of Person Signing: 30K 1► {fit.) ,45
Title: 1'�M�,1cM Co egoRtttp, !IJI/101% !ef.41
(Please rev': 15A NCAC 02 1 . 106( for authorized signing officials)
(Signature of • )plicant) (Date Signed)
North Carolina General Statute§ 143-215.6B 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 this Article or a rule implementing this Article; or who
knowingly makes a false statement of a material fact in a rulemaking proceeding or contested case under this Article; or
who falsifies,tampers with,or knowingly renders inaccurate any recording or monitoring device or method required to be
operated or maintained under this Article or rules of the Commission implementing this Article,shall be guilty of a Class
2 misdemeanor which may include a fine not to exceed ten thousand dollars(S10,000). 18 U.S.C. Section 1001 provides
a punishment by a fine or imprisonment not more than 5 years,or both,for a similar offense.
• • • • •
This application must be accompanied by a check or money order for$100.00 !per G.S. 143-215.3(a)(1b)!
made payable to:
1
NCDENR
• • • • •
Mail this application and one copy of the entire package (with check) to:
NC DENR/DWR/Water Quality Permitting Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attn: Charles Weaver
Final Checklist
This application will be returned as incomplete, as allowed by 15A NCAC 0211 .0107(b), unless all of the
following items have been included:
❑ Complete application with all supporting documents(plus one copy of entire package)
❑ Check or money order for S 100.00,payable to NCDENR
❑ 3 copies of county map or USGS quad sheet with location of facility clearly marked on map
❑ 3 sets of plans and specifications signed and sealed by a North Carolina P.E. (if new or modified permit)
❑ Thorough responses to items 1-11 on this application
❑ Alternatives analysis including present value of costs for all alternatives
Note: The submission of this document does not guarantee the issuance of an NPDES permit.

ATTACHMENT A
SITE MAPS

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REFERENCES:
1.PROPERTY LINE FROM IREDELL COUNTY GIS PARCELS FILE,JULY 2010. SCALE: 1:12,000
2.SHEPHERDS,NC DIGITAL RASTER GRAPHIC FILE,US GEOLOGICAL SURVEY.
SCANNED FROM 1:24,000-SCALE USGS TOPOGRAPHIC MAP:SHEPARDS,NC,2016. _ — — I Feet
3.INSET MAP DIGITAL DATA FROM 2002 NATIONAL TRANSPORTATION ATLAS,
BUREAU OF TRANSPORTATION STATISTICS,WASHINGTON,D.C. 0 1,000 2,000
DRAWN DATE:
TOPOGRAPHIC SITE MAP BY: EBA NOVEMBER 2017
116 DRAFT
Mid Atlantic SPEEDWAY#7976 CHECK: OOOR1167.28
ena,n.., a t Env ronmenul soio,o,: (FORMER WILCOHESS #357) JOB NO:
ENG. GIS NO:
TROUTMAN, NORTH CAROLINA CHECK: 01G-R1167.28-1
APPROVAL: DWG NO: 1.1

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ATTACHMENT B
NARRATIVE DESCRIPTION AND FINAL
PLANS/SPECIFICATIONS

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Rale to,NC 27610
1111.1 Atlantic °Ike 919.250.9918
Engineering& Environmental Solt,t ons facsr,ndc 919,2509950
— ---- MAAONLINE.COM
Dual-Phase Extraction System
Narrative Description
Groundwater and free-phase petroleum hydrocarbons will be recovered from each of the
extraction wells using a liquid ring pump and associated piping/trench lines, prior to being
separated via the process discussed below:
• Extracted groundwater and free-phase petroleum hydrocarbons will be recovered
from the extraction wells and transferred into a phase-separator tank. Pilot studies
have indicated that groundwater recovery will produce up to 0.9 gallons per minute;
• Groundwater/free product will be transferred from the phase-separator tank to an oil-
water separator system via a transfer pump rated at 10 gallons per minute. The
system will shut down in the event the high-high level float switch located inside the
phase separator is activated;
• Recovered free product from the oil-water separator system will be gravity-fed to an
external product tank, which will be monitored and pumped out on an as-needed
basis by a certified disposal contractor, prior to transportation off-site for disposal.
The external product tank will be equipped with a high-high level float switch to shut
the system down in the event recovery exceeds the allowable capacity of the tank;
• Groundwater from the oil-water separator system will be pumped to an air stripper
via a transfer pump rated at 20 gallons per minute. The system will shut down in the
event the high-high level float switch located inside the oil-water separator system is
activated;
• Recovered groundwater will then be pumped from the air stripper through granular
active carbon vessels with a transfer pump rated at 20 gallons per minute. The
system will shut down in the event the high-high level float switch located inside the
air stripper is activated;
• The air stripper will also be equipped with a pressure monitor. In the event of low
pressure conditions are identified (indicating blower failure), the system will be shut
down; and
• Groundwater treated using the methods described above will be directed through a
flow meter and discharged to the on-site storm sewer, which will ultimately discharge
to Kerr Branch. The system is designed to run continuously with telemetry notification
in the event that the high-high level or pressure alarms are tripped and the system is
shut down.
The DPE Mobile Trailer Unit (MTU) Layout and Process & Instrum4��>ltation Diagram are
attached to illustrate the system operation as detailed above, along with,detailed equipment
specifications for reference.
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AIER, P.E. CI TENT SHEET TITLE
PROCESS AND INSTRUMENTATION DIAGRAM NO. REVISION DATE
RIVE SPEEDWAY LLC
500 SPEEDWAY DRIVE DUAL PHASE EXTRACTION SYSTEM
j PROJECT TITLE
ER 022633 ENON, OHIO 45323 SPEEDWAY#7971
1343 ROCK BARN ROAD
CONOVER,NC

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NO. REVISION I DATE
)RIVE PROCESS AND INSTRUMENTATION DIAGRAM
SPEEDWAY LLC WATER TREATMENT SYSTEM "F " — "
83
500 SPEEDWAY DRIVE PROJECT TITLE
3 ENON,OHIO 45323 SPEEDWAY#7971
1343 ROCK BARN ROAD
CONOVER,NC

Calculation of Carbon Breakthrough Time
Carbon Uusage
Pumping Rate(gpm) 1.04 (anticipated flow rate) Pumping Rate(pgd) 1497.6
amout addorbate per unit weight of carbon
1/n K CO* CO* Ce** F** (x/m)CO (x/m)Ce CUR CUR CUR CUR
ug/I mg/L ug/I mg/L L/d mg/g mg/g g/d Ib/d lb/1000 L lb/1000 Gal
0 0 5669 - - - -
0 0 5669 - - - -
0 0 5669 - - - -
Xylene 0.19 85 13.13 0.01313 1 0.001 5669 37.3155 22.87805 1.844011 0.0041 0.0007156 0.002708884
Toluene 0.44 26.1 0.293 0.000293 1 0.001 5669 0.727884 1.249225 -5.509968 -0.0121 -0.002138 -0.00809424
Ethyl 0.79 53 1.61 0.00161 1 0.001 5669 0.329358 0.226087 10.50639 0.0231 0.0040773 0.015434063
Benzene 0.5333 50.1 2.22 0.00222 1 0.001 5669 1.925962 1.258745 3.593387 0.0079 0.0013945 0.005278747
Total 10 0.023
Carbon Amount per Vessel(Ib): 200
#of Carbon Vessels: 1
Changeout(d) 8713
Months 290.4308953

May 5th, 2017
PRODUCT RECOVERY MANAGEMENT
Mr. Jimmy Clark
Mr. Mike Fox
Town of Conover, North Carolina
PO Box 549
Conover, NC 28613
RE: Speedway Remediation site
P Y
Mr. Fox.
Thank you for discussing the Speedway project with me a few days ago which is administered
by Mid-Atlantic Environmental and the NCDEQ for approvals. PRM was contracted by
Speedway to manufacture the remediation system for the cleanup. We have been in this
business for 28 years now and this is our primary business. PRM is a UL shop and we
manufacture remediation systems using the latest in safety requirements. PRMs UL
certifications is not only controls but also for full packages. Safety is always of utmost concern
in what we do.
My client Speedway and Mid-Atlantic have asked me to explore options for the discharge
requirements of this site and they have asked our professional opinion of installing additional
downstream vapor monitoring. We have advised them that our recommendation is that effluent
vapor monitoring is very atypical and we have never had a request to do so after a system with
such robust and effective treatment.
This system uses dual phase extraction which will remove 100% of all free vapor from the
influent stream. Residual free NAPL can exist in the oil water separator. No residual NAPL can
exist in the Air Stripper which effectively removes >99.9% of all solubilized compounds which
become extremely diluted vaporized materials where the exhaust of the air stripper will typically
see vapor concentrations in the ppb range on the effluent. At this point, water is left with only
potential for very low ppb range (not ppm range) materials in the water. At this point, Carbon
Absorption reduces ppb range materials to absolute zero. Carbon beds are in series and are
monitored monthly for breach between vessel 1 and vessel 2.
My request is to reconsider your request for effluent vapor monitoring as we feel the level of
protection and safeties is extreme and the potential for effluent vapors does not exist. In the
event the client cannot forgo the requirements, they have advised me that they will pursue

alternative methods of water disposal. I hate to see not efficient measures taken so we request
you guys to accommodate our customers needs if possible.
Thank you for consideration.
Mel Phillips
President
Product Recovery Management, Inc.
Cc: ChuckHoffman, Mid-Atlantic

SVE Inlet Manifold
• 4" x 2" Sch 80 PVC manifold with 3 legs
• Each of the three legs will consist of the following equipment:
o Vacuum Gauge
o Sample port
o Rotometer
o 2" Ball valve
o 2" x 12" Clear sight tube
o 2" Male x NPT Cam locks on exterior
Dual Phase Extraction
• Dekker VMX0303K liquid ring vacuum pump
o 20 Hp 480V 3 phase motor
o Electric Motor TEFL, 230/460 Volt, 3 phase, premium efficient.
o Flexible coupling
o Fabricated steel baseplate
o Discharge separator-reservoir with 5-stage air/oil separation, including
coalescing filter
o Seal-fluid isolation valve, Y-strainer, Solenoid valve 24V DC
o Separator drain valve, and sight-level gauge
o Temperature RTD for discharge temperature indication and high temperature
protection
o Air-cooled, heat exchanger
o Inlet check valve
o Set of hydraulic hose seal-fluid line
o Full charge of Vmaxol sealing fluid
o High level fluid switch
o Low level fluid switch
o Discharge temperature gauge and sample port
o Itrans2 LEL meter
o Discharge stack to atmosphere
Moisture Separator
• PRM Model MS120 Moisture Separator with a clean out port
• Intrinsically safe Three float stem mounted in the sight tube
• Manual drain valve
• Inlet Vacuum gauge
• Inlet Sample port
• 2" Gate valve and Solberg filter/silencer for manual dilution
• Kunkle vacuum relief valve
• MS Pump Out - Continental progressive cavity pump coupled to 1 Hp, 480V, 3 Ph, Class
I Divll rated motor
o Discharge of pump plumbed w/ union, check valve, wye strainer, ball valve,
pressure gauge and sample port
o Inlet includes isolation valve
o Discharge line will plumb to the Oil Water Separator
OWS-20 with Integral Sump
• PRM model OWS-20 Oil Water Separator with integrated sump
• 2" inlet/outlet
• 2" adjustable oil skimmer, outlet on either side

• Air vent
• 2"wide gasketed lid w/easy turn retainers
• Intrinsically safe Three float stem mounted in the sight tube
• Gravity drain line to exterior to be connected to Product Tank.
• 500 Gallon steel product tank with high level cut off switch
o See option for upgrading tank to a double wall tank for extra protection
• Pump Out-AMT Model 5473-98 centrifugal pump coupled to 3/4 Hp, 480V, 3 Ph motor
o Discharge of pump plumbed w/ union, check valve, wye strainer, ball valve,
pressure gauge and sample port
o Inlet includes isolation valve
o Discharge line will plumb to the filter Diffuser
Low Profile Air Diffuser
• PRM model DA-50 High Efficiency Diffused Aerator
• GAST R6340R-50 regenerative pressure blower
• Pressure transmitter
• Intrinsically safe Three float stem mounted in the sight tube
• Sump drain
• Pump Out-AMT Model 489B-95 centrifugal pump coupled to 1.5 Hp, 480V, 3 Ph motor
o Discharge of pump plumbed w/ union, check valve, wye strainer, ball valve,
pressure gauge and sample port
o Inlet includes isolation valve
o Discharge line will plumb to the filter Bag Filter/Carbons
Bag Filtration
• PRM Stainless Steel Pressure Bag Filter housing, 8" Dia x 30" Long containing the
following
• 2" I/O, 100 psi rating, 100 gpm rating
• SS Strainer basket sized for#2 trade size bag
• Case (25ct.) of 25 Micron Bag Filters
• Ball valves on inlet and outlet
• Pressure gauges and Sample ports
Carbon Polish
• (2) PRM model HP-200 carbon vessels
o Each filled with 200 lbs of reactivated carbon
• Ball valve, pressure gauge and sample port on inlet of each, and outlet of 2nd in line
• Camlock and hose connections between units and plumbing to backwash manifold
• Backwash manifold as per specification drawings
• Check valve on discharge piping to the exterior
• Totalizing flowmeter on final discharge
Treatment Trailer
8.5' x 24' trailer, with 2.5' tongue, steel tube wall construction 16" o/c walls, 24" o/c roof, 6" tubular
main frame, 3/4" PT plywood treated floor, 0.030 alum exterior, galvalume roof, %" plywood interior
wall liner and luan ceiling liner, insulated walls and ceiling, lockable hasps on doors , double rear
door, single front side door, dual 5200 lb torsion axles w/electric brakes, running and brake lights,
std 7 way plug for lights and brakes, radial tires, factory supplied door hold backs.
• Trailer will be insulated with sound attenuation insulation

• Wall vents throughout for proper ventilation.
• Trailer to be rated and wired for Class 1 Div II for SVE location
• LEL Itrans2 meter installed inside
• Thermostatically controlled hazardous location exhaust fan with fan guard for
SVE side, exterior louver, exterior finger guard, and sound hood.
• Hazardous location fluorescent lights w/switch
• Thermostatically controlled hazardous location convection heater
• Partition wall to separate controls and non-haz equipment
• Standard lighting, ventilation and heating in control/compressor room
• Non slip epoxy liner on floors and up the side walls
• Rain gauge on exterior
• I-Bolt or U-Clamps provided for others to tie trailer down
• Provide heavy duty jacks for leveling of trailer installed on all corners
• Includes full fabrication of treatment system, including plumbing, electrical, and
thorough testing as well as labeling.
Control Panel
• NEMA 4 3rd Party Listed Industrial Control Panel
• Hand-Off-Auto switches
• Green running lights and red alarm lights
• Reset button
• Intrinsically safe relays for all level switches
• Distribution block and circuit breakers mounted inside of the enclosure
• Contacts and relays
• Motor starters with thermal overload and circuit protection
• Transmitter Installation and programming
• VFD for SVE & AS motor
• EOS Research PLC Platform with telemetry
• Cradlepoint Router and external antenna with booster which will be preconfigured and
pre-programmed for site connectivity. Note that router remains the property of PRM if
service is disconnected. This is a high-end commercial grade M2M router. In the event
router is not returned, a $550.00 payment would be due to PRM.
• Hi Speed 4G/LTE wireless with 3G rollover. Includes 1 year of service. PRM provides
Cradlepoint cloud management service at no additional fee. This allows PRM to provide
remote diagnostics and intrusion management. Includes hardware s
• GFCI all weather outlet located on outside of building
• Cyber Power 825VA UPS battery backup/surge protector
• System Voltage Phase monitor for primary power protection.
• Provide surge suppression for all 4-20mA and discrete I/O to the PLC system.
System Load Center
• PRM has placed all circuit breakers in a 100 amp load center with main breaker. The
load center serves to minimize risk of Arc Flash or Shock hazards associated with
operations and troubleshooting of the system.
• Individual circuit breakers for branch circuit protection of individual motors and loads
• Breaker locks will be provided for each breaker in the panel.
• Breaker panel is properly grounded and bonded and will comply with all provisions for
grounding as specified in the 2011 NEC.
• Main power will enter load center and all distribution of power shall be made from here.

MISC
• Delivery will be via truck, PRM will unload and set system in place as long as it is truck
accessible
• Includes 1 year warranty
• Includes (2) O&M manuals
• Provide UL certification listing of the entire package. Include di-electric testing of the
entire package and application of the UL listing. PRM recommends for ease of
permitting. The certification process adds validity and compliance and mitigates liability
for all parties involved.
• Includes two days on-site startup and an additional one day for training and
troubleshooting 2 weeks after start up

PRM Gauges
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
PRM Pressure and Vacuum Gauges:
Available for immediate shipment for all
Environmental and Industrial applications. M `SYS,
Ps, ' 4141.-
Absolute Quality: ;
Useful for Air and Water Applications th /'
Liquid Filled and Dry Available
• Liquid Filled Gauges contain a glycerine
filling to dampen the effects of vibration to
and extend the life of the gauge. fs
Dual Scale readings:
PSI & BAR, Hg & BAR, WC & PSI, WC & Hg
ro
Features: mss,
• 2" and 2.5" Dials +- t-174
30
• Stainless Steel, Chrome, and Plastic Cases
(Stainless Steel Resists Rust and Corrosion) ,�,
• Brass or Stainless Steel Internals and
Connections PRM offers Industrial Quality Gauges for
sale at competitive prices.
• Accurate Readings: +/- 1.5%
Not sure which gauge is right for your
• 1/4" (M) NPT Back Mount or Bottom Mount project? Our PRM Genuine Service
Connections provides a knowledgeable and friendly
sales team to make sure you get the right
Bottom Y�
part and are satisfied with PRM products.
Mount
Back Mount
Connection (888)TREAT— IT [phone]
Connection [e-mail]
Product Recovery Management, Incorporated
(888) TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • [e-mail]
Butner, NC • Webster, NY • Lakeland, FL
* Actual equipment specifications may vary. Please contact Product Recovery Management, Inc. for additional details. P-05

A
PRM Vacuum GaugesA .
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
LIQUID FILLED VACUUM GAUGES
dir
0.4 ,i
1‘ '-c,
.:W
PRM#025-21 PRM#025-22
2.5" Dial 2.5" Dial
-30-0Hg,-1-0 BAR -30-0Hg, -1-0 BAR
Bottom Mount Back Mount
Stainless Steel Case Stainless Steel Case
Stainless Steel Internals with Stainless Steel Internals
Brass Connector with Brass Connector
1/4" NPT 1/4" NPT
DRY VACUUM GAUGES
15 a
wn I=-1�• '1 'SIC
:414;').v.‘SSI Ll � r/
1 bar 6. -7 inHg .r
Vacuum
ill444 "\,...___.---. ---
PRM#035-3 PRM #045-1 PRM#045-3V
PRM #045-4
2" Dial 2.5" Dial 2.5" Dial 2.5" Dial
-30-0 inHg,-1-0 bar -160-0"WC/-6-0 psi 0-100"WC/0-7 inHg -160-0"WC/-12-0 inHg
Back Mount Bottom Mount Back Mount Back Mount
Steel Case Chrome Case Chrome Case
Chrome Case
Brass Connector Brass Internals and Connector Brass Internals and Connector Brass Internals and Connector
1/4"NPT 1/4"NPT 1/4" NPT 1/4"NPT
* Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. P-05(4)

PRM PVC Valves and Fittings •
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
PRM has PVC Valves and Fittings for your Project Needs. Because of our Industry Buying
Power, PRM can get PVC for less, and in turn we pass on the cost savings on to you.
A wide selection of Schedule 80 PVC Valves and Fittings and Schedule 40 PVC Fittings are
kept in stock for quick delivery from our warehouse to your project site.
PVC Valves:
•
•
1(I//S
Butterfly Valve Compact Ball Valve Single Union Ball Valve
Handle Type, ANSI Light Type, ANSI ANSI
2", 3", 4", 6" 3/4", 1", 1-1/4" 2"
2", 3", 4"
True Union* Ball Valve True Union* Ball Check Valve
ANSI ANSI
1/2" 3/4", 1" 1-1/4", 2", 3", 4", 1/2", 3/4", 2"
*The term true union means that the carrier or main part of the valve can be removed from the
piping system and be repaired or replaced.
Product Recovery Management, Incorporated
(888) TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • [e-mail]
Butner, NC • Atlanta, GA_• Webster, NY • Raymond, NH • Lakeland,FL
*Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. P-16

A
PRM PVC Valves and Fittings M•
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
PRM has PVC Valves and Fittings for your Project Needs. Because of our Industry Buying
Power, PRM can get PVC for less, and in turn we pass on the cost savings on to you.
A wide selection of Schedule 80 PVC Valves and Fittings and Schedule 40 PVC Fittings are
kept in stock for quick delivery from our warehouse to your project site.
PVC Valves:
°. • • -110
1
I 110
Ali44.
•
It ..
Butterfly Valve Butterfly
Handle Type, ANSI Valve,
2", 2-112",3", 4", 6",8" Gear Type
6"
f
Gate Valve
Slip x Slip
2", 3", 4"
Product Recovery Management, Incorporated
(888) TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • [e-mail]
Butner, NC • Webster, NY • Lakeland, FL
* Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. P46(2)

PRM PVC Valves and Fittings •
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
PRM has PVC Valves and Fittings for your Project Needs. Because of our Industry Buying
Power, we can get our PVC for less, and in turn we pass that cost savings on to you.
Wide Selection of Schedule 80 PVC Valves and Fittings and Schedule 40 PVC fittings kept
in stock for quick delivery from our warehouse to your project site.
PVC Schedule 80 Fittings:
111/
Union, ANSI Union, NPT Coupling 90° Elbow 45° Elbow
1", 1-1/4", 2", 3" 2" 1-1/4, 2", 3",4", 6" 1", 1-1/4, 2,,, 3" 4" 6" 2",3",4" 6"
•
r ni
•
Female Adapter Male Adapter Bell Reducer End Cap Van Stone Flange
1", 1-1/4, 2", 1", 2", 3", Coupling 2" 2", 3", 4", 6"
3 4", 6„ 4„ 6„
2"x 1", 2"x 1-1/4"
•
11111
•
Straight Tee Reducer Bushing Reducing Tee
1", 1-1/4, 2", 3/4"x 1/2", 1"x 1/2", 1" x 3/4", 1-1/4 x 1/2", 1-1/4"x 3/4", 2" x 1", 2"x 1-1/4"
3",4" 1-1/4"x1", 1-1/2" x1", 1-1/2"x1-1/4" 2"x1/2", 2" x3/4",
2"x1", 2"x 1/4", 3" x2", 4"x 2",4"x 3", 6" x 4"
Product Recovery Management, Incorporated
(888) TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • [e-mail]
Butner, NC • Atlanta, GA • Webster, NY • Raymond, NH • Lakeland, FL
* Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. P-16

A
PRM Moisture Separators M.
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal.. Genuine Service is our Habit!
Absolute Quality:
PRM Moisture Separators or Moisture _ t.„;,j
Knockout Tanks, are internally :�a - !,,
manufactured and designed for high ,
4.
efficiency. Moisture separators are
typically used with our Soil Vapor '
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p
Extraction, Dual Phase Extractors, or1 wowI
Blower Stations. Our standard units are -.. `-
designed for 300 to 2500SCFM vapor flow. r1 --,
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Features: =
• Heavy Gauge Carbon Steel �� - �r -
1 • Epoxy Coated Interior
• UV Resistant Coated Exterior -40411110,9
• FEA/CAD Engineering Design
• Tangential Inlet with Baffle Plate
• Integral Inline Demister
• Internal Centrifugal Isolation Ring ** Options and Services**
• Inlet Particulate Filter
• Clean Out Access Port Near Bottom • Skid Mounted
• Inlet and Outlet Pressure Gauges • Aluminum, Alloy, or Stainless Steel Construction
• PVC Clear Sight Tube • Float Controls for Automated Level Control and
• Drain Valve
Inlet and Outlet Connections Either Alarm Conditions
• Flanged or Threaded • UL 508A and 698A (US and Canada) Control Panels
with Wireless Telemetry for Remote Monitoring
Max Air Liquid • Vapor Flow Measurement Devices
Model# Flow Capacity • Transfer Pump Packages with Instrumentation for
�l: (SCFM) (Gal)
4L�. Fluid Processing
MS-30 300 15 • Custom Integration Into New or Existing Systems
MS-60 400 30 • Installation and Field Integration Services
'i MS 80 500 40 • Startup and Operations Services
MS-120 750 60
(,, MS-200 1100 100 Contact PRM to Discuss Manufacturing a Custom
MS-400 2500 400 Moisture Knockout Tank for Your Project!
• Product Recovery Management, Incorporated
(888) TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • sales(c prm-net.com
Butner, NC • Webster, NY • Lakeland, FL
*Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. E-07

wow
Replacement Elements ' iSOLBERa
35 - 6600 SCFM Flow Range
Ig
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.0,..,. ',:iiii 110 ..,..1 1 \,\,.,::,:.........HH,. ,, ,,..,,,,,,, ,,,,L,, , ,
4. , i
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.....„ .,
•
0
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4
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Small Elements Compact&Large Elements
with Molded Endcaps with Metal Endcaps
Features
mmmmr-
• Pleated media for high dirt holding capacity
• Polyester: Reinforced with epoxy coated steel wire on both
114--� OD -�ID �
sides of cloth ♦ -
• Paper:Heavy duty industrial strength paper surrounded by
heavy gauge galvanized expanded metal
• 40-50%increased dust loading capacity with prefilter
(part number suffix P)
• Optimal surface area per given size HT �}
Technical Specifications
• Polyester:99%+removal efficiency to 5 micron • 1----
•
_• Paper:99%+removal efficiency to 2 micron
•Temp(continuous):min-26°F(-15°C), max 220°F(104°C)
• Filter change out differential: 15-20" H2O over initial A P
Polyester Media Benefits Paper Media Benefits
• Washable with lukewarm water&mild detergent • Optimal surface area per given size
• Less maintenance due to longer durability • Higher efficiency than many alternative media
• Moisture resistant • Cost effective
• Handles hot air and oil mist from unload cycle of reciprocating/
H piston compressor
C
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Pg.6-6 www.solbergmfg.com•[e-mail]•Sales:630.773.1363•Fax:[phone]

*SOLBERG' Replacement Elements
35 - 6600 SCFM Flow Range
9
Replacement Elements—up to 300 SCFM flow
Element Part Number Element SCFM Surface Area ft2 Dimensions-inches STD Endcap
Polyester Paper Rating Polyester Paper ID OD HT Features
15P 14P 35 0.50 1.12 3 4 3/8 2 5/16 M
19P 18P 100 1.50 3.00 3 4 3/8 4 3/4 M
31P 30P 195 2.30 6.20 3 5/8 5 3/4 4 3/4 M
35P 34P 275 4.00 11.00 4 3/4 7 7/8 4 13/16 M
231P 230P 300 4.50 11.8 3 5/8 5 3/4 9 1/2 M
Note:Also available in wire mesh.Example part number for wire mesh:230S Dimension tolerance±1/4"
See Element Technical Data section for maintenance guidelines
Replacement Elements—up to 6600 SCFM flow
Element Part Number Element SCFM Surface Area ft2 Dimensions-inches STD Endcap
Polyester Paper Rating Polyester Paper ID OD HT Features
235P 234P 570 8.3 22.8 4 3/4 7 7/8 9 5/8 M
335P 334P 800 12 34 4 3/4 7 7/8 14 1/2 M 1
237 236 550 8.6 22.6 4 2/3 7 3/4 8 1/2 GBN
239P 238P 570 11.5 52 4 7/8 9 1/4 10 GBN
245P 244P 880 14 35.5 6 9 3/4 9 5/8 GN I M
345P 344P 1100 22.1 57 6 9 3/4 14 1/2 GN
275P 274P 1100 19 45.4 8 11 3/4 9 5/8 GN
375P 374P 1500 28 68.1 8 113/4 141/2 GN
377P 376P 1825 50 125 9 14 5/8 14 1/2 GN
385P 384P 3300 50 140 14 19 5/8 14 1/2 GN
485P 484P 4705 75 200 14 19 5/8 21 1/2 GN
685P -- 6600 100 -- 14 19 5/8 28 1/2 GN
Note:Most are available in wire mesh.Example part number for wire mesh:2445 Dimension tolerance+1/4
See Element Technical Data section for maintenance guidelines
Endcap Information Additional Media Options
M = Molded plastisol • 1,4,25,and 100 micron Polyester
B =Closed one end with bolt hole,open on other end • HEPA
G =Galvanized metal endcaps •Stainless steel wire mesh
N = Neoprene gaskets on open end(s) • High temperature Nomex
•Stainless steel Nomex reinforced by stainless steel
wire mesh &expanded metal
• Polypropylene
•Activated carbon =
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Note:Model offerings and design parameters may change without notice. See www.solbergmfg.com for most current offering. Q,
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www.solbergmfg.com•[e-mail]•Sales:630.773.1363• Fax:[phone] Pg. 6-7

Kunkle
Safety and Relief Products
Models 912, 913, 918, 919 ASME Section VIII, Steam/Air/Gas/
Liquid, 'UV' National Board Certified.Also available for Vacuum Service
Pressure and Temperature Limits
Models 912,913,918,919:—Steam
4 � ,
3 to 250 psig [-20 to 17 barg] „
-60°to 406°F [-51°to 208°C] L4?:-
Models 912,918:—Air/Gas/Liquid
3 to 300 psig [-20 to 21 barg]
-60°to 406°F[-51°to 208°C]
Models 913,919:—Air/Gas/Liquid
3 to 900 psig [-20 to 62 barg]
-60°to 406°F[-51°to 208°C]
Vacuum—6-through 29-inch HG
[200 through 1000 mbarg]—300°F[149°C] V v
Maximum back pressure 50 psig[3 barg] Model 912
-threaded cap and packed lever
Applications Features and Benefits Options
• Air/gas compressors-intercoolers- • Available with soft seat. • Threaded cap. (Variation 01)
aftercoolers.
• Threaded cap is standard (back pres- • Threaded cap with gag. (Variation 02)
• Liquid filled pressure vessels/systems sure tight).
-ASME Section VIII(UV). • Plain lever. (Variation 03)
• Hex on valve nozzle provides for
• Pressure vessels-containing gas, air, easy installation. • Plain lever with gag. (Variation 04)
liquid or steam. Including tanks and • Plain lever with vibration dampener.
receivers. • Single control ring offers easy
adjustability of blowdown. (Variation 05)
• Vacuum systems including pumps, • Packed lever. (Variation 06)
tanks and equipment. • Pivoting disc design corrects
misalignment and offers exceptional • Packed lever with gag. (Variation 07)
• Optional materials for low temperature performance.
-cryogenic applications.
• Guide to nozzle ratio reduces friction.
• Oil/gas separators.
• Full nozzle design for optimum flow
• Overpressure relief and protection performance.
of pumps,tanks, lines and hydraulic 1. ASME standard valves for air or steam ser-
systems. • Threaded side outlet for piped off dis- vice must have lift lever.For steam boilers
charge to eliminate fugitive emissions. and generators.
• By-pass relief or pressure regulation.
Model Descriptions
Model 912: Full nozzle design.SS warn
ring and disc with brass/bronze base.
Bronze/brass body and bonnet.
Model 913: Full nozzle design. Bronze/
brass body and bonnet. 316 SS trim
(base,disc and disc holder).
Model 918: Same as Model 912 except
resilient seat/seal.Superior'leak-free'per-
formance.
Model 919: Same as Model 913 except
resilient seat/seal. Superior'leak-free'per-
formance. Bronze body and bonnet. 316
SS trim (base, disc and disc holder).
u 1998 Anderson Greenwood reserves the right to change 83
product designs and specifications without notice.

Kunkle
Safety and Relief Products
Models 912, 913, 918, 919 ASME Section VIII, Steam/Air/Gas/Liquid,
'UV'National Board Certified.Also available for Vacuum Service
Service Recommendations for Resilient Seat/Seal Materials
Seat/Seal Materials/ Service Recommendation
Air,Anhydrous Ammonia,Butane,Carbon Dioxide,Diesel Oil,Ethyl Chloride,Ethyl Ether,Freons#11 and 12,
BONA-N(-40°to 200°F)[-40°to 93°C] Fuel Oil,Gasoline,Helium,Hydrogen Sulphide,Kerosene,Lube Oil,Natural Gas,Nitrogen,Oxygen(Gas),
Propane,Propylene,Sulphur Dioxide,Vinyl Chloride
Acetone,Air,Amyl Alcohol,Aniline,Benzine,Butane,Carbon Disulphide,Carbon Tetrachloride
Dowtherm'A'and'E',Ethyl Chloride,Ethylene,Ethylene Glycol,Ethyl Alcohol,Gasoline,Hexane,
VitoneA(-10°to 406°F)[-23°to 208°C] Hydrogen Sulphide,Isobutyl Alcohol,JP-4 Fuel,JP-5 Fuel,Kerosene,Lube Oil,Natural Gas,Naphtha,
Nitrogen,Propane,Propylene,Propyl Alcohol,Sulphur Dioxide;Toluene,Trichloroethylene,Turpentine,
Water,Xylene
Silicone(-100°to 406°F)[-73°to 208°C] Air,Helium,Nitrogen,Oxygen(Gas)
Ethylene Propylene(-70°to 400°F)[-57°to 205°C] Steam,Hot Watei
Neoprene(-45°to 300°F)[43°to 149°C] Air,Anhydrous Ammonia,Butane,Butyl Alcohol,Castor Oil Denatured Alcohol,Ethanol,Ethyl Alcohol,
Freons(12,13,14 and 22),Glycols,Natural Gas and Silicate Esters
1. These recommendations are a guide only.
For the final selection of the proper material,
your experience with available elastomers of
various lading fluids should be considered.
Specifications
Modell Orifice Connections Maximum Set Pressure - - Dimensions, in [mm] ----- Approx.
Number ANSI Standard psig [berg] A B C C C Weight
Inlet Outlet 912-9184 913-9195 Plain Threaded Packed lb [kg]
Lever Cap Lever
9°BDC D 1/2" [12.7] 3/4" [19.0] 300 [20.7] 900 [62.1] 23/a [60) 15/8 [41] 83/e [213] 71/4 [184] 9 [229] 3 [1.4]
9'BDC D 1/2" [12.7] 1" [25.4] 300 [20.7] 900 [62.1] 23/n [60] 15/8 [41] 83/8 [213] 71/4 [184] 9 [229] 3 [1.4]
9*BDD3 D 3/4" [19.0] 3/4" [19.0] - - 900 [62.1] 23/a [60] 15/8 [41] 83/e [213] 71/4 [184] 9 [229] 3 [1.4]
9*BDE3 D 1'` [25.4] 1" [25.4] - 900 [62.1] 25/e [67] 15/e [41] 85/e [219] 71/2 [191] 91/8 [232] 3 [1.4]
9*BED E 3/4" [19.0] 11/4" [31.8] 300 [20.7] 900 [62.1] 25/a [67] 2 [51] 83/4 [222] 75/e [194] 93/8 [238] 4 [1.8]
9'BEF3 E 11/4" [31.8] 11/4" [31.8] - 900 -[62.1] 3 [76] 2 [51] 91/8 [232], 8 [203] 93/4 [248] 4 [1.8]
9*BFE F 1" [25.4] 1112" [38.1] 300 [20.7] 600 [41.4] 27/8 [73] 23/a [60] 97/8 [251] 83/4 [222] 101/2 [267] 6 [2.7]
9'BFG3 F 11/2" [38.1] 11/2" [38.1] - 600 [41.4] 3 [76] 23/e [60] 10 [254) 87/8 [225] 105/8 [270] 6 [2.7]
9*BGF G 11/4" [31.8] 2" [50.8] 300 [20.7] 600 [41.4] 31/4 [89] 25/e [67] 111/4 [286] 101/8 [257] 113/4 [298] 8 [3.6]
9*BGH3 G 2" [50.8] 2" [50.8] - 600 [41.4] 31/4 [89] 25/e [67] 111/4 {286] 101/8 [257] 113/4 [298] 8 [3.6]
9*BHG H 11/2" [38.1] 21/2" [63.5] 300 [20.7] 500 [34.5] 31/2 [89] 23/4 [70] 13 [330) 111/8 [283) 121/2 [318] 11 [5.0]
9"BJH J6 2" [50.8) 3" [76.2] 300 [20.7] 500 [34.5] 4 [102] 31/4 [89] 141/2 [368] 121/2 [318) 151/8 [384] 15 [6.8]
Notes u. .Y.y. ...�t:s�n 4�.".4. w .e..... . .� � '
r)
1. Maximum temperature controlled by resilient seat/seal
s a
material. ' • Plain C % aded cked C
2. Replace asterisk with desired Model Number.Data Lever r Ver
applicable to all models. 41*1
t
3. Available with SS trim only.
4. Maximum pressure on steam is 250°F. r
5. Maximum pressure on steam is 300°F. A WU AA
6. For C dimensions:pressures above 200 psig[14 barg) 4 H V
add 1.25-inch[31.8 mm)to the overall height. B B B
G 1998 Anderson Greenwood reserves the right to change 84
product designs and specifications without notice.

Kunkle
Safety and Relief Products
Models 912, 913, 918, 919 ASME Section VIII, Steam/Air/Gas/
Liquid, 'UV'National Board Certified.Also available for Vacuum Service
19 Parts and Materials-Models 912, 913,918,919 Threaded Cap
18 �° ` 20
17 f&° r No. Part Name Materials
16 /of s E�: 21 __ — —
15 f �i 1 Nozzle 1 Brass,B21 Alloy 485,(SS,A351 CFBM1 Models 913,919 only)
22
17 1 � l 23 2 0-ring Body Teflon® ..
14 �4 ° ( 3 Body Bronze,B584 Alloy 84400
13 4 Warn Ring SS,A743-CF8M
12
1 m 5 Disc2 SS,A479-316
�o a_. J� 24 6 Set Screw Nut Brass,B16
9 - 7 Set Screw Brass,B16
8 ° 8 Seal Teflon®
Ha:
7 "ir `. i1! ,.,A 9 Retainer Ring SS,A313-316
6 : 10 Disc Holder Brass,B16,(SS A351-CF8M Models 913,919 only)
5 ' j-;.
4 11 Guides Brass,B16
3 t : 12 Bonnet 0-ring Teflon®
2 W" 13 Screw SS,Commercial 18-8
1
14 Coiled Spring Pin SS,A313-302
Steel A231/A231M,Cadmium Plated
SS:A313-302
15 Spring SS:A313-316
Alloy steel:A681-H12
16 Bonnet4 Brass,B16 a v '1,,,..' ' ••
17 Spring Step Brass,B16
18 Stem Brass,B16
19 Wire and Seal SS wire and Lead seal,Commercial
20 Cap Brass,B16
21 Compression Screw Brass,B16
22 Jam Nut Brass,B16
23 Cap O-ring BUNA-N
24 Body PIug2 Brass,B16
Guide Brass,816
25 Guide Locknut Brass,B16
Shield SS,A167-316
26 Disc Holder Brass,B16(Model 912 only)
Spindle Brass,B16(Model 912 only)
;Notes %
1. F through J orifice nozzle material is 3. G through J orifice guide material is
Bronze,862. Bronze,B584,Alloy 84400.
2. Material Letter Designation 4. F through J orifice bonnet material is
Vitons-A A Bronze,B584,Alloy 84400.
BUNA-N B 5. Body plug and tapped hole not available for
Silicone S liquid service.
u)1998 Anderson Greenwood reserves the right to change 85
product designs and specifications without notice.

Kunkle
Safety and Relief Products
Models 912, 913, 918, 919 ASME Section VIII, Steam/Air/Gas/
Liquid, `UV'National Board Certified.Also available for Vacuum Service
Parts and Materials-.Model 912 Packed Lever23 24 25 26
No. Part Name Materials 22 ir 27
18 Cap 0-ring BUNA-N 70 Duro,Commercial 210 t �� ` 28
19 Jam Nut ,Brass 816 '.I t,
19 i5.,•�
20 Lift Cam SS,A743 CF8M 18 X3
21 Cotter Pin Steel,Commercial ty 30
22 Lever Zinc Plated Steel,A108
31
23 Drive Screw SS,Commercial
L.- i
24 Retainer Nut Brass,916
25 Retainer 0-ring BUNA-N 70 Duro,Commercial
26 Lift Cam 0-ring BUNA-N 70 Duro,Commercial
27 Cap Bronze,B584 Alloy 84400 ,,
28 Lift Nut SS,A479 316
19 Lift Washer SS,A479316
30 Stern Brass,B16
31 Compression Screw Brass,B16
32 Coiled Spring Pin SS,A313 302
33 Body Plug-' Brass,B16
Guide Brass,B16
34 Guide Locknut Brass,816
Shield SS, A167 316
Parts and Materials -Model 912 Plain Lever 16
15
No. Part Name Materials # 17
14 2i 5 18
Cadmium plated steel:A231/A231M 13 4%
SS:A313-302 �:gY$ . .. 19
11 Spring SS:A313-316 12 4�. t
Alloy steel:A681-H12 ��T ,;
11 Aillse
12' Bonnet3 Brass,Bib . , It c 20
13 Jam Nut Brass,916
14 Compression Screw Brass,B16 „,`
15 Lever Steel Cadmium Plated,A109
16 Cap Brass,8179
17 Lift Nut SS,A479-316
18 LIR Wasll ' r; _ SS,A479-316
19 Rivet Steel,Commercial
20 Screw $ M 't SS,Commercial GR.18-8
21 Spring Step Brass,B16
22 Disc Holder Brass,B16 °
"'Sp Spindle Brass,B16
r 1998 Anderson Greenwood reser see the right to ct;nnge 86
product designs and specifications without notice.

Kunkle
Safety and Relief Products
Models 912, 913, 918, 919 ASME Section VIII, Steam/Air/Gas/
Liquid, 'UV'National Board Certified.Also available for Vacuum Service
it dei NumbeiriOrder.Guide
Model
Number 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
Position
Example 9 1 2 B J H M 0 1 — K C 0 3 0 0
Model
912
913
918
919
Connection Model
B-Male x Female Threaded or NPT
Orifice
D G
E H
F J
Inlet Size
C - 1/2-inch [15 mm] F - 11/4-inch [32 mm]
D - 3/4-inch [18 mm] G- 1'/2-inch [40 mm]
E - 1-inch [25 mm] H -2-inch [50 mm]
Seat/Seal Material
M - Metal-to-metal
B - BUNA-N 200`F[93°C]
E - EPR 350°F[177°C]
S - Silicone 406°F[208°C]
✓ - Viton®406°F[208°C]
N - Neoprene 300°F[149°C]
Variation (01 through 99)
Number provided only by manufacturer to cover specific
feature or option.
01 - Threaded cap
02 - Threaded cap with gag
03 - Plain lever
04 - Plain lever with gag
05 - Plain lever with vibration dampener
06 - Packed lever
07 - Packed lever with gag
Design Revision
Indicates non-interchangeable revision.Dash(-)if original design.
Valve Service
J - Liquid ASME Section VIII(Standard Cap/Packed Lever only)
K - Air/Gas ASME Section VIII(Plain Lever/Packed Lever required for air)
L - Steam ASME Section VIII(Plain Lever/Packed Lever required)
M - Liquid(Standard Cap/Packed Lever only)
Q - Vacuum(Standard Cap/Packed Lever only)
Spring Material
E - SS
Set Pressure
3 psig[0,2 barg](0003)through 900 psig[62 barg](0900)
Vacuum 6-inch HG[200 mbarg](0006)through 29-inch HG[1000 mbarg](0029)
0.1998 Anderson Greenwood reserves the right to change 87
product designs and specifications without notice.

Kunkle
Safety and Relief Products
Models 910, 911, 912, 913, 916, 917, 918, 919
Non-code Vacuum Air(English,SCFM)Flow Coefficient=0.878
Set Inches Orifice Area, in2
Mercury 0 E F G H J
(0.1213) (0.2157) (0.3369) (0.553) (0.864) (1.415)
6 24 43 68 111 173 284
7 26 45 71 117 182 298
8 27 47 74 121 189 310
9 27 49 76 125 195 320
10 28 50 78 128 199 327
11 28 51 79 129 202 331
12 29 51 80 131 204 334
13 29 51 80 131 204 335
14 29 51 80 131 204 335
15 29 51 80 131 204 335 1
16 29 51 80 131 204 335
17 29 51 80 131 204 335
18 29 51 80 131 204 335
19 29 51 80 131 204 335
20 29 51 80 131 204 335
21 . 29 51 80 131 204 335
22 29 51 80 131 204 335
23 29 51 80 131 204 335
24 29 51 80 131 204 335
25 29 51 80 131 204 335
26 29 51 80 131 204 335
27 29 51 80 131 204 335
28 29 51 80 131 204 335
29 . 29 51 80 131 204 335
©1998 Anderson Greenwood reserves the right to cfiange 98
product designs and specifications without notice.

4 - + 2 1
REVISIONS
ZONE IREV I DESCRIPTION CDR # ICHG BYE DATE JAPP'D
010.31 �
�.'�� r ` ��� [0261.94mm]
A/ S.�
e
A,
f � __
/ \\
i .
,% //77 -,. \\% ;�,,' ► Dilution air inlet Filter
u
Ili U LI <7 ® ll° 1111 I�I
\,\\\\\:‘,.....1
/1
1
/ j %
e
\ i ��.'
A C
I
I ��
,`4_ ---'
ql ii)
-1 If---1 I r r—1 REPLACEMENT ELEMENTS 31P ,
I I —11 I I MATERIAL Polyester LJ
I II I 11 I IIII ; I CFM FLOW
1 I II 1 11 I I I SURFACE AREA
M + II 1 l 11 M Iyh I I.D.
'7.22 dN II I II 1 11 III IR I O.D.
0 II I II I I 11 II I I
[183.41mm] lII p I I' ' 1 u, II 1 HEIGHT
li II 1 II 1 1 pI
r7--r7--r—r -� _�__rI —►__1-1
MODEL{ HOUSING MATERIAL FINISH
2.25MI
57.15mm M Ya
Taraw
otion agnoa a HerI.confidential and the
[ ] prop•ty of Solberg Yanutaautirq Inc.one n I.tuovan.e SOLBERG MANUFACTURING INC.
to you�M m express...Mantling Inas it:n not1151 W. ARDMORE AVE.
rep....oogied in any moa.... e or ahem. ITASCA, IL 60143
2.00 NPT transferred a ethers entirely a in port,aa.wed br
aver than for wml.a.a.furnish. I 630/773-1363
M rat tasted upon Mantel to Solberg MaMaiving Inc.
the above mtaanon a In addition to.and as.not n any WrILIJM DESCRIPTION:
otY otter.ao other restrictions. WON tig fM
intern..corer..M.en.Th bin.° O Court.Cook
Our,Diann hoe a hn Prer ni prencudm
I.wart brxa.vors to soh.Uwe restrictions. Inn
cf./1 F:
COONS
.MESS OTHER'MSE SPECIFIED DECIMALS. xT/A -
DEGINALS.XX 3.126 ® SHEET: WT. MAX.'
TOLERANCES
DIMENSIONS ARE IN INCHES • 0.083 SIZE:
FIRE:
ANGLES x2 SALES REP.: MATERIAL: FINISH.
APPRO±OS DATE
CUSTOMER APPROVAL: DRAWING NUMBER.
ENOIDATE: NESO
APPRocn:-
4 ♦ 2 1 1

PRM Level Controls •
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
Float Stem Assemblies: PRM manufactures
standard 1 Float, 3 Float, and 4 Float stem
assemblies for level control use in
environmental systems. PRM float stems are i
kept in stock for immediate delivery.
• Stem and Floats are 316 Stainless Steel ct-
• Delrin® Retention Rings
• Industrially Hardened, Rated for Millions
of Cycles
• Stem is 1/2"OD and Connection is 1/4"NPT
• All Assemblies come with 25' Petroleum
Resistant PVC Shielded Probe Cable.
• RoHS Compliant
Site Tube Assembly: PRM standard site tube
assemblies are manufactured from virgin
clear and Schedule 80 PVC and all joints are
fused with heavy body solvent glue. '
• Schedule 80 Unions with VitonTM 0-rings
• Integral Flow Equalizer
• Cam Lock Assembly has Quick Removal
for Cleaning and Maintenance
• Can Retrofit to Existing Equipment
• Can Supply as a Field
Assembly Kit
Intrinsically Safe
Barrier Relays:
PRM uses Intrinsically
Safe Barrier Relays in
conjunction with 3 float
stems and other switches
located in hazardous PRM can custom build a float assembly for your
locations. Barrier Relays offer low voltage requirements—contact [e-mail]
protection and Intrinsic Safety. These floats with your specifications for a quick quotation.
and devices are useable in Division 1, Custom assemblies can ship within
Division 2 and Standard Locations. 24 hours of approval.
Product Recovery Management, Incorporated
(888)TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • sales(ftrm-net.com
Butner, NC • Webster, NY • Lakeland, FL
*Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. P-07

CONTINENTAL
PROGRESSING CAVITY
ULT RA uMp
Pump Guide
How Progressing Cavity Pumps work:
Progressive Cavity Pumps have similar characteristics to rotary or reciprocating pumps, such as piston,
diaphragm, lobe, and screw pumps. They are also known as an eccentric screw pump due to the motion
of the rotor. The one common feature being the sealed cavities with operational similarities like being
able to pump at extremely low rates,to even high pressures. The similarity between other pumps and
progressive cavity pumps generally ends there. Of all the types of pumps available, progressive cavity
pumps are able to handle a wider range of fluid viscosities and properties than any other type of pump.
The unique design of the pump makes them useful for a variety of pumping applications, such as
transferring and metering while handling shear sensitive, abrasive and viscous fluids.
The rotors are made of hardened alloy steel or stainless steel and are covered with a chrome plating to
give resistance to corrosive and abrasive materials. Some types of liquids affect the chrome plating and in
those applications a non-plated rotor should be used.
Stators are metal tubes with internally molded cavities of synthetic or natural rubber.
The rotor seals tightly against the flexible rubber inside the stator as it rotates,forming tightly sealed
cavities which carry the liquid toward the discharge port. The liquid does not change in shape or size
when pumped due to the tightly sealed cavities. The effect of the progressive cavity design is that the
fluid is moved at a very predictable and steady rate. Positive displacement of the pump starts the instant
the rotor turns. The liquid acts as the lubricant between the pumping elements and should not run dry.
HOW THEY WORK
111:rlirliM:
GaiZWIt
Rotor turns within the flexible rubber
stator
0 Tightly sealed cavities are formed
F E Forces materials to the discharge port
Pumping action begins when the rotor
turns.Liquid acts as a lubricant.
Continental Pump Company
29425 State Hwy B 1 Warrenton, Missouri 633831 Tel:[phone] Fax:[phone] Email:[e-mail]
www.continentalultrapumps.com

bCoNT►NENTAL_
PROGRESSING CAVITY
r
11161310
The reason progressive cavity pumps are used are because they are durable with only one moving part,
rated for longevity. In operation our pumps are primarily a fixed flow rate pump and offers long life and
reliable service transporting thick,viscous fluids. Abrasive fluids can shorten the life of the stator, but by
slowing down the RPM's will help reduce the wear. Slurries can also be pumped reliably if the slurry is
viscous enough to maintain a lubrication layer around the particles and protect the stator.
At the points where the rotor touches the stator, the surfaces are generally traveling diagonally,so these
areas need to be lubricated by the fluid being pumped. This means that more torque is required for
starting. Rapid deterioration of the stator can happen as a result of the pump operating without fluid,
this is called "Run Dry".
The 7 key advantages Progressing Cavity Pumps:
Positive Displacement
This occurs at the turning of the rotor which develops a positive pumping action similar to a piston
moving through a cylinder.The pump pressure developed does not depend upon the speed of the
rotating rotor.The capacity of the pump, the approximate viscosity, and pressure can be projected for
particular operating conditions.
Uniform Discharge Flow
Fluids are uniformly discharged without pulsation in a constant steady flow. Displacement remains the
same with each revolution of the rotor permitting accurate and predictable metering relative to the fluid
being pumped. Because of the unique flow characteristics,these pumps are well suited for low-shear
applications.
Internal Velocity of Fluids
When the pump is in process, all fluids are pumped with a minimum amount of turbulence, agitation,
pulsation or separation disturbance.
Self-Priming
Pumping action starts at the time the Rotor is turned and it is capable of 28 feet of suction lift based on
water in an appropriate installation.The liquid being pumped acts as a lubricant between the rotor and
stator, and forms a continuous seal to create good suction and discharge capabilities. Do Not Run Dry.
Continental Pump Company
29425 State Hwy B I Warrenton, Missouri 633831 Tel:[phone] Fax:[phone] Email:[e-mail]
www.continentalultrapumps.com

CDNTINENTAL
PROG%ESSING CAVITY
ULTRAPUrviPi
Solids in Suspension
Solid particles over a wide range of size and shapes, as large as 1 1/8 inches in diameter, are pumped with
no difficulty.
Reversible
Our pumps can be operated clockwise or counter-clockwise with effective performance in most
installations. Contact us to see if your application is suitable for reverse operation.
Installation
Our pumps can be purchased separately or built into complete units. These units can be mounted on
welded steel bases with specified couplings or belt guards and can either be driven by flexible couplings, v
belts, gearbox reducers, or hydraulic motor adapters. If variable speed drives are needed the units can be
driven by either electric motors, gasoline engines, diesel engines or air motors. Our pumps can also be
mounted horizontally or vertically and the Suction Port can be rotated up to 270° position for
appropriate entry of the liquid.
Pump Selection Guide
Understanding the pump terminology helps to properly select the best performing Continental
Progressive Cavity Pump to fit your pumping needs. Here are a few things you should know:
The Capacity or Volume is the rate of flow in gallons per minute or GPM.
Pressure is determined by how much is required to move the liquid that is being pumped through the
piping system and the kind of liquid being handled. The difference between the pressure required at the
pump discharge and the pressure being introduced into the pump suction is the differential pressure and
is expressed as pounds per square inch or PSI
Viscosity is the resistance to flow as expressed by various scales of measurement; however, the most
commonly used is centipoise. The viscosity usually changes with temperature and should always be
considered.
For conversion purposes the formulas below are of value:
Centipoises =centistokes x specific gravity
Centipoises=S5U x specific gravity
SSU=saybolt seconds universal
Continental Pump Company
29425 State Hwy B 1 Warrenton, Missouri 633831 Tel:[phone] Fax:[phone] Email:[e-mail]
www.continentalultrapumps.com

(CONTINENTAL
PROGRESSING CAVITY
EMIROMMIO
Temperature refers to the maximum and minimum temperatures at which the fluid is to be pumped. This
is a highly important factor in pump selection. High temperatures can cause distortion and swelling of
the stator materials and low temperatures can affect viscosity that reflects in flow characteristics and
horsepower requirements.
Operating Time or Operating Cycle of the pump should also be considered; whether the pump is to run
continuously or intermittently can be a factor in the selection of the drive.
Corrosion depends on whether the fluid being pumped is neutral, acid or alkaline. All should be
considered when selecting the proper materials of pump construction. The pH value of the fluid should
be known or determined. A pH of 7 is neutral, below 7 is acid and above 7 is alkaline.
Abrasion depends on the abrasive properties of the fluid to be pumped and how they are classified.
Abrasives can look alike and appear to have similar properties; however,they can produce different
wearing characteristics. You must classify the fluid in order to select the proper pump construction and
operating speed. These 4 classifications will serve as a guide and help in the determination of the
necessary materials needed in the pump construction:
No Abrasives
Example: Clear Water, Gasoline, Fuel Oil, Lubricating Oil.
Light Abrasives
Example: Dirty Water containing Silt and/or small amounts of Sand or Earth.
Medium Abrasives
Example: Clay Slurries, Potters Glazes, Porcelain Enamel, Frit, Sludge,Wood Dust in Water.
Heavy Abrasives
Example: Slurries containing large amounts of Sand, Emery Dust, Lapping Compounds, Mill Scale,
Plaster, Grout, Roof Gypsum.
Continental Pump Company
29425 State Hwy B I Warrenton, Missouri 633831 Tel:[phone] I Fax:[phone] Email:[e-mail]
www.continentalultrapumps.com

CONTINENTAL ;
PAGGgESSING CAVITY
anallannall
Pump failure is a possibility if inaccurate pump application information is given.
The pump application data sheet is a convenient tool used to relay the required information to the
application specialists to help them assist in making the proper pump selection.
There are 6 key components that should be known about your pumping application. They are:flow rate,
pressure, pH, viscosity,temperature, and the material being pumped. All components are necessary for
proper sizing of pump for your specific application requirements.
Continental Progressive Cavity Pump Models
Rigid Stator Pumps
CL Model-Suitable for a wide variety of applications and are the most frequently used. When properly
applied they give excellent long life performance at the most economical cost. This model's suction
housing can be rotated from 90°to 270°upon request.
CM Model-Similar to the CL Model, except has a larger drive head to handle the increase horsepower
that is needed to produce the higher pressures that can be developed by these pumps. This model's
suction housing can be rotated from 90°to 270° upon request.
Rigid Stator Pump with Crown Gear Joint Connections
CG Model- Designed to handle the heavier applications of sewage, industrial waste, polluted liquids and
slurries. Incorporated into this more rugged pump is a drive train using crown gear joint connections to
the rotor and drive shaft.This model's suction housing can be rotated from 90°to 270° upon request.
Wobble Stator Pumps
CP Model-The CP Model, also known as a bare shaft pump, operates with low costs and are compact
making them ideal for light duty use. This model is available with horizontal or vertical suction.
CPM Model-Similar to the CP Model, except it is a closed coupled type pump that is driven by a
Continental spec. motor that is directly bolted to the pump. This model is available with horizontal or
vertical suction.
CPML Model-Similar to the CPM Model, except it is driven by a standard motor attached by specific
motor coupling for different drive arrangements. This model is available with horizontal or vertical
suction.
Continental Pump Company
29425 State Hwy B 1 Warrenton, Missouri 633831 Tel:[phone] Fax:[phone] Email:[e-mail]
www.continentalultrapumps.com

CONTINENTAL
- INC.Jc.FSCA,
ULTRAPUMP
CP Model Number Nomenclature:
Materials used in the pumps are based on the fluid to be handled and are indicated in the model number
nomenclature.
CPML56 - CSQMTV
1 2 3 4 5 6 7 8
(1): Indicates the pump model designation (CP, CPM, CPML Model)
(2): Indicates the pump frame size designation
(3): Indicates the pump body casting material
(4): Indicates the rotor material
(5): Indicates the stator material
(6): Indicates seal type: mechanical seal or packed seal (For mechanical use M,for packed use D)
(7): Indicates if the drive shaft,flex joint, and rotor is pinned or threaded. (For pinned use P,for
threaded use T)
(8): Indicates if the pump has vertical suction housing. If horizontal is preferred no designation will be
used.
Material of Construction
Continental Letter
Continental Part Description Part Materials
Designation
Cast Iron
Pump Body
S 316 Stainless Steel(CF8M)
Chrome Plated Alloy Steel
Rotor
S Chrome Plated Stainless Steel
Buna Nitrile
Stator B EPDM
F Viton®
M Mechanical Seal
Seal Type
D Packed Seal
Continental Pump Company
29425 State Hwy B I Warrenton, Missouri 633831 Tel:[phone] I Fax: [phone] Email:[e-mail]
www.continentalultrapumps.com

C0NTINENTAL®j
_-,PR:2RESsING:4v Tn
LULTRAPUMP
PERFORMANCE DATA
MODEL CP-44
NPSH REQUIRED 4.1
HP GPM TEST LIQUID WATER AT 70"F
IMO
MS
I
iii - , 1
0.8 16.0 -
0.7 14.0 �1���+:� MN! .
I1' 'Iii4
10.6 12.01 ?
MINI 1111111111111011111M111111111
11111111111111111111•111111111111111110 ...411111b...-
0.5
411111b._0.5 10.0 iiii7a 11.111.1111:�
■.;-%iu.rnsIrrg11111111 } _ - .
■UNNE Im.�1•Nill 1671■Y
■111■1111111111111111S.,11'_'1+•W',I H.-,
0.4 8.0
Pilo ' " ' ' ' bm"-"------;-, ,
0.3 6.0
�I■
}
0.1 2.0 • — -;–_–
0 10 20 30 40 50
DIFFERENTIAL PRESSURE (P.S.I)
Continental Pump ComDanv
29425 State Hwy B 1 Warrenton.Missouri 633831 Tel:[phone] Fax:[phone] Email:[e-mail]
www.continentalultrapumps.com
I

f
CONTINENTAL
PROGRESSING CAVITY
ULTRAPUMP
Performance Data
CP Model
PERFORMANCE DATA
CAPACITY-Gallons per Minute(Water at 70°F) MOTOR
PUMP DIFFERENTIAL PUMP SPEED HORSE
PRESSURE
1750 1150 870 580 430 POWER
RPM RPM RPM RPM RPM
O 1.9 1.3 1.0 0.7 0.5
50 1.5 0.9 0.2
CP-15 1/2
100 1.0 0.7
150 0.6 0.4
25 4.1 2.7 2.0 1.3 0.9
CP-22 1/2
75 2.6 1.7 1.3 0.8 0.6
O 9.4 6.0 4.6 3.1 2.3
CP-33 1/2
50 4.2 2.7 2.0 1.3 0.9
CP-44 25 12.0 7.8 5.9 4.0 3.0 3/4
O 24.0 15.6 11.7 7.9 5.8
CP-56 1 1/2
35 20.5 13.3 10.0 6.7 4.9
O 53.0 34.5 26.0 17.5 13.0
CP-67 20 43.0 28.0 21.0 14.0 10.3 2
50 25.0 16.3 12.3 8.3 6.1
Continental Pump Company
29425 State Hwy B 1 Warrenton,Missouri 633831 Tel:[phone] Fax:[phone] Email:[e-mail]
www.continentalultrapumps.com

CONTINE TAL
PROGRESSING CAVITY
ULTRAPUMP
2800 1750 1150 870 580 430 180 100
RPM RPM RPM RPM RPM RPM RPM RPM
VISCOSITY (Centipoise)
3 100 500 1000 3000 5000 10,000
1 to to to to to to to
100 500 1000 3000 5000 10,000 20,000
30
Water Canned Weight Table Peanut
Honey Molasses Paste
MilkOil Syrup Butter
None None None Light Medium Medium Heavy Heavy
Lapping
Clear Water Gasoline Dirty Clay Slurries Compounds
Water Porcelain Enamel Mill Scale in
Water
Continental Pump Company
29425 State Hwy B 1 Warrenton,Missouri 633831 Tel:[phone] Fax:[phone] Email:[e-mail]
www.continentalultrapumps.com

CONTINENTA �i
PROGRESSING CAVITY-
CPM Model
a. _ CN r,
- "�_\
T (Plj/_ ` I
s
=lc,i DC
e,NA11O1. -.
CPMIS - CPM22 - CPM33 - CPM44
:C!COWID PUMP CaYL<Wil A Can eTAU 7e.7..Mc
.
'
C— - // w
Ir.
/
0 e
0 i-
---
®0' !
1 e \.
I
r
,_,_, CPMS4 1. CPM47
Elf =Z.-COMM M PVP Detfe1 wr A COMNIMAL:r!:eMo*C:
Continental Pump Company
29425 State Hwy B 1 Warrenton, Missouri 633831 Tel: [phone] Fax: [phone] Email:[e-mail]
www.continentalultrapumps.com

11
1. VMAX SYSTEMS
L4 UYti .c.�
oil-sealed
M 4 vacuum pump system
VACUUM TECHNOLOGIES, INC. VMX0303K
Why more and more customers are
switching to the-144.4_system: 0
1r The only system on the market with a full 3- — —
year warranty!
,00:!DEKKER
{ Patented, high-efficiency DX-5
separator eliminates oil carry-over /,''
concerns. y�y, , ,
Sturdy bearing pedestal mounts to . _k t:-u.i a am a IN
standard NEMA C-face motor. -

PRM Oil Water Separators
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
Absolute Quality: 1;
PRM Oil Water Separators provide high - r
efficient fluid separation with low
maintenance that can operate as a •'Y
standalone system or used with
integrated packages.
The PRM Difference: These industrial-
duty units are designed for flow rates ..
from 1 to 100 GPM. PRM separators are _
manufactured using heavy gauge 304 v �
stainless steel and can be supplied with
internal sumps or just the body only. Our
field adjustable skimmers provide 111.
efficient separation for varying site
conditions.
For applications with heavy solids
loading we can incorporate slant rib
clarification plates for precipitating
solids into an integrated collection tank.
Flows up to 100 GPM
'Options and Services**
Typical Features Include: • Optional Aluminum Construction
• Table-Mounted, Painted Steel • Equalization Tanks for Increased Retention Times
Welded Frame • Reverse Configurations for DNAPL Separation
• Stainless Steel Welded Construction • Stainless Steel Coalescing Media
• PVC Coalescing Media Pack • UL 508A and 698A (US and Canada) Control Panels
• Stainless Steel Media Anchor Hardware for Pump Up , Pump Down, and High Level Alarm
• Adjustable PVC Oil Skimmer with • Custom Integration Into New or Existing Systems
Viton 0-Rings • Field Installation, Startup and Operations Services
• Removable Lid with SS Tee Bolts
• Vent Port, Sump Drain, Cleanout Port,
and Oil Outlet Port Contact PRM for Custom Requirements.
• Sludge and Grit Chamber with We Can Manufacture It!
Manual Drain www.prm-net.com
Product Recovery Management, Incorporated
(888) TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • [e-mail]
Butner, NC • Webster. NY • Lakeland, FL
*Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. E-02

PRM OWS-20IR*
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
Absolute Quality:
PRM Oil Water Separators have been
designed with groundwater remediation
in mind, where petroleum products such
as gasoline, diesel fuel,jet fuel or other
petroleum products are pumped from
the subsurface. The oil water separator • N.' p '7
units are designed to remove and skim
all free phase product from the water
stream down to 20 micron. The product
free water is stored in an integrated
sump located under the oil water
separator.
NOMINAL FLOW RATES: II
O 4D • le
OWS-20: 5-20 Gallons Per Minute
OWS-20 Features:
• 24"W x 60"L x 24"H 14 Gauge Stainless Options and Services**
Steel Construction
• Polypropylene Clarifier Plates
• 20"W x 60"L x 30"H sump under the • Alternate coalescing media CPVC or other
separator • Equalization Tank
• 2" Inlet/Outlet • Transfer Tank
• 2" Adjustable Oil Skimmer, Outlet on • Product Storage Tanks with H/L Switches
Both Sides • Bag Filtration
• Two 1" Air Vents • Sight Tube Assembly
• 2" Wide Gasket Lid with Easy Turn • Level Controls
Retainers
Please talk to a PRM representative to
ensure that the separator you need is Contact PRM for Custom Requirements.
properly sized and specific for your We Can Manufacture It!
application. www.prm-net.com
Product Recovery Management, Incorporated
(888) TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • [e-mail]
Butner, NC • Webster, NY • Lakeland, FL
*Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. E-02

PRM Level Controls •
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
Float Stem Assemblies: PRM manufactures
standard 1 Float, 3 Float, and 4 Float stem
assemblies for level control use in
environmental systems. PRM float stems are M cl
kept in stock for immediate delivery.
• Stem and Floats are 316 Stainless Steel .
• Delrin® Retention Rings •c./
• Industrially Hardened, Rated for Millions
of Cycles
• Stem is 1/2"OD and Connection is 1/4"NPT
• All Assemblies come with 25' Petroleum
Resistant PVC Shielded Probe Cable.
• RoHS Compliant l..
Site Tube Assembly: PRM standard site tube
assemblies are manufactured from virgin
clear and Schedule 80 PVC and all joints are
fused with heavy body solvent glue.
• Schedule 80 Unions with VitonTM 0-rings
• Integral Flow Equalizer
• Cam Lock Assembly has Quick Removal
for Cleaning and Maintenance
• Can Retrofit to Existing Equipment
• Can Supply as a Field
Assembly Kit40
Intrinsically Safe
Barrier Relays: . - •
PRM uses Intrinsically
Safe Barrier Relays in
conjunction with 3 float
stems and other switches
located in hazardous PRM can custom build a float assembly for your
locations. Barrier Relays offer low voltage requirements—contact [e-mail]
protection and Intrinsic Safety. These floats with your specifications for a quick quotation.
and devices are useable in Division 1, Custom assemblies can ship within
Division 2 and Standard Locations. 24 hours of approval.
Product Recovery Management, Incorporated
(888)TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • salesprm-net.com
Butner, NC • Webster, NY__• Lakeland, FL
* Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. P-07

e '
/ '
j High Head Pump Straight Centrifugal —J
. .
. , �<D
Ft % _ ..,., ..Y 1,
Stainless Steel Construction with LA-
Viton" Mechanical Seal and 0-Ring H
Investment Cast Stainless Steel Z
Impeller v
{
R� High Head and High Volume Models =
•
* CD
� Maximum Temperature 200° F
Q
`' `�' Maximum Flow 156 GPM CC
)
I,
lifillwe ; -, Maximum Head 130 Ft. y
J
* " `v y. Chemical Resistant Design W
- } W
.1.1
airDischarge Port Rotates in 90° y
",,y .; ' Increments y
C/)
/ 4' 547 Series: 3/4-x 1/2-Ports and u.i
'� 'z 7-7/4-x 3/4""Ports J
. Z
31—
O 548 & 553 Series: 1-1/2"x 1-1/4" a
I-
549 Series: 2"x 7-7/2-Ports y
.;.g..... ',..--:4-1'00 t,,,,,,
-- A _-, Performance of Stainless Steel Straight Centrifugal Pumps
'V High Volume Pump
[m] [ft.*1
740 A=547 Series 3/4"s1/2'.1/2 HP[0.37 kW] I
40 ` ; B=547 Series 1'G x314'3/4 HP[0.56 kW] i
AMT Stainless Steel Solids Handling End Suction ■■ ` C548 Series x114'1 HP kW] i
D 548 Series l/=.1Y.'1'/HP[1.12 kW]
Centrifugal pumps are designed for continuous duty 36 120 -E=549 Series 2"x1''"2 HP[1.49 kW]
F=549 Series 2”e11/2"3 HP[2.24 kW]
high flow and high pressure applications including: 32 G=553 Series lY."x1'/."1'h HP[1.12 kW]
H=553 Series 1'"x1 h"2 HP[1.49 kW]
chemicalrse ,nc, liquid transfer, cooling, [00 'araft; - 1=553SeHe51`h"xl%"3HP[2.24kW]
pressure boosting, circulating, dirty water and 28
applications requiring contaminant free pumping. A 24 - 80 _�_, ;
for
dof rugged deep drawn st. nlees steel _ .©``, ■
for durabilityand corrosion resistance. Investment :s 20
cast stainless steel closed impeller for enhanced �16 60 ��`�\,.
performance, high efficiencies and handles a c _ " �, `
maximum of 1/8"diameter solids. 12 - 40 , — ,�``
B , NPSHr
8I [h`1 [ml
All models include Viten'Type 21 mechanical seals 20 — A--- - ---- — NiL
� ` ' 20 6
and 0-rings which offer a broad range of chemical 4 NPSHr ��� ' 15 4 '
•
compatibility. Cast iron motor adapter provides 0 0 50 0
a positive and rigid mounting to motor. Pumps 0 20 40 60 80 100 120 140 160 [U.S.gpm]
_
include Totally Enclosed Fan Cooled (TEFC) 0 4 8 12 16 20 24 28 32 36 [m3/h1
motors or Open Drip Proof(ODP)motors by special Capacity @ 3450 RPM(60 Hz)
quote. Pumps are not self-priming and require (•)Convert to psi,divide by 2.31 Liquid-Water specific gravity 1.0
flooded suction. ....wank
8 400 Spring Street 4 Royersford, PA 19468 USA
AMT www.amtpump.com 888-amt-pump (268-7867)
A Gorman-Rupp Company For use with nonflammable liquids compatible with pump component materials. Viton'and Teflon'are registered trademarks of E.I.Dupont.

'o,ma pp=omp� Stainless Steel Straight Centrifugal Pumps
High Volume Pump Dimensional & Specification Data
Voltage Full Load Ship Wt.
Model Curve HP PH ENC@60Hz+ Amps SUC* DIS* A** 8** C** D E F L** W H (Lbs.)
5475-98 A 1/2 1 ODP 115/230 8/4 3/4 1/2 N/A 5.1[13.0] 6.4[16.3] N/A 2.1[5.5] 4.1[10.5] 12.7[32.2] 8.2[20.8] 7.8[14.6] 23
5471-98 1 115/230 9/5 5.4[13.8] 5.1[13.0] 6.4[16.3] N/A 2.1[5.5] 4.1[10.5] 13.7[34.8] 10.2[26.0] 7.8[14.6] 38
�� 5473-98 B 3/4 3 TEFC 230/460 3/2 1Y4 3/4 5.4[13.8] N/A 6.4[16.3] N/A 2.1[5.5] 4.1[10.5] 13.2[33.5] 10.2[26.0] 7.8[14.6] 31
5481-98 1 115/230 12/6 5.4[13.8] 5.1[13.0] 6.0[15.4] N/A 1.8[4.6] 4.0[10.2] 13.6[34.5] 10.6[26.9] 7.8[14.6] 40
5483-98 C 1 3 TEFC 230/460 4/2 11/2 a 5.4[13.8] N/A 6.0[15.4] N/A 1.8[4.6] 4.0[10.2] 12.2[30.1] 10.6[26.9] 7.8[14.6] 35
5485-98 1 115/230 18/9 5.4[13.8] 5.1[13.0] 6.0[15.4] N/A 1.8[4.6] 4.0[10.2] 14.1[35.8] 10.6[26.9] 7.8[14.6] 49
D 11/2 TEFC 11/2 FA
5487-98 3 230/460 5/3 5.4[13.8] N/A 6.0[15.4] N/A 1.8[4.6] 4.0[10.2] 13.9[35.3] 10.6[26.9] 7.8[14.6] 38
5491-98 1 115/230 22/11 5.4[13.8] 5.0[12.7] 6.1[15.6] N/A 1.8[4.6] 4.0[10.2] 14.9[37.8] 10.6[26.9] 7.8[14.6] 51
5493-98 E 2 3 TEFC 230/460 6/3 2 11/2 5.4[13.8] N/A 6.1[15.6] N/A 1.8[4.6] 4.0[10.2] 14.5[36.8] 10.6[26.9] 7.8[14.6] 44
5495-98 1 230 16 5.4[13.8] 5.0[12.7] 6.1[15.6] N/A 1.8[4.6] 4.0[10.2] 15.4[39.1] 10.6[26.9] 7.8[14.6] 60
2 11/2
5497-98 3 F 3 TEFC 230/460 8/4 5.4[13.8] N/A 6.1[15.6] N/A 1.8[4.6] 4.0[10.2] 15.0[38.1] 10.6[26.9] 7.8[14.6] 48
»------- w .-.0
High Volume '" --� High Head 1 " -" :
�.Y, 44 +_
W
DISCHARGE.al E • W sl i MI I = 1
ME p ,_ .`.. p zI 41
Y
1 -- .
tJ r; • ►_ _ r�Tb.r.l 350. .7 asIIII I� rto.„ 3�4kra.:'4, „....-- .._1 1 V , ,011.!_, ,
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psi _ " !sal
High Head Pump Dimensional & Specification Data
Voltage Full Load Ship Wt.
Model Curve HP PH ENC @60 Hz+ Amps SUC* DIS* A** B** C** D E F L** W H (Lbs.)
5539-98 G 11/2 1 TEFC 115/230 18/9 1� 1 t/ 5.4[13.8] 5.1[13.0] 7.5[19.1] 0.8[2.1] 2.5[6.5] 2.2[5.6] 15.5[39.4] 9.8[24.8] 12.8[27.2] 54
5538-98 3 230/460 5/3 5.4[13.8] N/A 7.5[19.1] 0.8[2.1] 2.5[6.5] 2.2[5.6] 15.3[38.8] 9.8[24.8] 12.8[272] 44
-
5535-98 1 115/230 22/11 5.4[13.8] 5.1[13.0] 7.5[19.1] 0.8[2.1] 2.5[6.5] 2.2[5.6] 16.3[41.6] 9.8[24.8] 12.8[27.2] 56
1
5537-98 H 2 3 TEFC 230/460 6/3 11/2 Y< 5.4[13.8] N/A 7.5[19.1] 0.8[2.1] 2.5[6.5] 2.2[5.6] 15.8[40.1] 9.8[24.8] 12.8[27.2] 49
5531-98 I 3 1 TEFC 230 16 11/2 11/4 5.4[13.8] 5.1[13.0] 7.5[19.1] 0.8[2.1] 2.5[6.5] 22[5.6] 16.8[42.6] 9.8[24.8] 12.8[27.2] 65
5533-98 3 230/460 8/4 5.4[13.8] N/A 7.5[19.1] 0.8[2.1] 2.5[6.5] 22[5.6] 16.3[41.6] 9.8[24.8] 12.8[27.2] 53
(0)Standard NPT(Female)pipe thread. Maximum Solids Handling Capacity:1/8"Diameter
(**)This dimension may vary due to motor manufacturer's specifications.
(+)3-Phase motors can also operate on 50 Hz.(This will change full load amps,service factor and RPM)
NOTE:Dimensions are in inches(centimeters)and have a tolerance of±1/4".
NOTE:Electric supply for ALL motors must be within±10%of nameplate voltage rating(e.g.230V±10%=207 to 253).
Standard Features
• Stainless Steel Construction •Stainless Steel Motor Shaft&Hardware
•Viton' Mechanical Seal and 0-ring, Optional Buna-N Seal • 1/2 to 3 HP NEMA 56J TEFC Single&Three Phase Motors
and 0-ring Available • NEMA Base Mounted Motors
• Investment Cast Stainless Steel Impeller • Maximum Working Pressure 150 PSI
• Cast Iron Motor Adapter Provides Rigid Mounting • Maximum Temperature 200° F
•AeroSpace Fusion Welding • QSP-Quick Ship Pump for Many Models
Hazardous Duty/Xplosion Proof motors available from stock ranging from 1 to 10 HP;CALL FOR QUOTATION&LEAD TIME!
® Manufacturer of AMT& IPT Pumps ....-da,....
A 400 Spring Street• Royersford,PA 19468 USA NI f t ■
www.amtpump.com • 888-amt-pump (268-7867)
The Gorman-Rupp Company reserves the right to discontinue any model or change specifications at any time without incurring any obligation.
A Gorman-Rupp Company 0.2012 American Machine and Tool Company.All rights reserved. GOBMAN-RUPP• 1212
STE-14

PRM Diffused Aeration Systems jejt...‘14.
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
PRM manufactures a series of skid
mounted Diffused Aeration Systems for
biological oxidation of contaminated
water.
Features:
• Skid Mounted, Steel Welded Frame
• Aluminum Welded Construction
• Functionally Designed Systems
PRM Water Blower Aeration
Air Flow Baffles Water Air Skid Size
Model Flow HP Outlet Chamber Size
Inlet Outlet
DA-50 50 GPM 3 HP 400 CFM 4 2" NPT 3" NPT 4" 4' X 8' 4' X 4'
DA-100 100 GPM 7.5 HP 800 CFM 5 3" FLG 4" FLG 8" 5' X 12' 4' X 8'
DA-250 250 GPM 20 HP 2000 CFM 5 4" FLG 6" FLG 10" 6' X 14' 5' X 12'
DA-500 500 GPM 30 HP 4000 CFM 10 6" FLG 10" FLG 12" 7' X 23' 6' X 20'
DA-1000 1000 GPM 40 HP 8000 CFM 15 6" FLG 12" FLG 18" 8' X 30' 8' X 20'
** **
Options
• Remote Telemetry
• Installation and maintenance services
• Customized systems for your specific project
requirements
Product Recovery Management, Incorporated
(888) TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • sales(a.prm-net.com
Butner, NC • Webster, NY • Lakeland, FL
Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details E-30

1 GAST MANUFACTURING, INC. PART NUMBER: I REV.
OD GAST
Post OfficeDBoxC9 Porafian
Benton Harbor. Michigan L T T 18 2 A
Ph: 269/926-6171
Product Specifications Fax: [phone]
MAX VAC MAX PRESS NET WT.
MODEL NUMBER MOTOR SPECIFICATIONS RPM HP kW
'H20 mbar 'H20 mbar lbs. kg
208-230/460-60-3 3450 80 199 100 249 4.0 3,0
R6340R-50 112 51
190-220/380-415-50-3 2850 65 162 75 187 3.0 2,2
SOUND LEVEL 72/69 dB(A) MAX. @ 60/50 Hz
NORMAL AMBIENT -29°C TO 40°C UL AND CSA APPROVED MOTOR FOR EXPLOSIVE
RELATIVE HUMIDITY 0% - 100% NON CONDENSING GAS ATMOSPHERES CLASS 1, GROUP D.
ENVIRONMENT CLEAN DUST FREE THIS BLOWER IS DESIGNED FOR SOIL AND GROUND
WATER REMEDIATION.
Product Performance TECHNICAL DATA SUBJECT TO
CHANGE WITHOUT NOTICE.
100 250
.... .... .... . . .... .... .... ....
.... .... .... .... ... .... .... ....
:::: :::: :::: :::: . PERFORMANCE DATA
oN B0 60 Hz 2000 ::: :::. 60 Hz::: THE PERFORMANCE DATA SHOWN WAS DETERMINED
`o
-- .... ... •:•: •••• •••• .... UNDER THE FOLLOWING CONDITIONS:
z 60 50 Hz a Iso :::: 50 Hz::. .::: :::: : ::::
•••• •••• •••• ••• ••• •-• LINE VOLTAGE @ 60 Hz. 230V OR 460V FOR 3 PHASE
Lu 40 ? 100 • • UNITS. 115V OR 230V FOR 1 PHASE UNITS.
Ln
LU 20 . • ' w 5° ..•• .••. ••••'....'....'•• LINE VOLTAGE @ 50 Hz. 220V FOR 3 PHASE OR 1
cr a PHASE UNITS.
.... .... .... .... .... .... ... . ..
°0 25 50 75 100 125 150 175 200 225 °0 50 100 150 200 250 300 350 400
AIR FLOW SCFM AIR FLOW (m 3/h) UNITS IN A TEMPERATURE STABLE CONDITION.
100 250
:::: DELIVERY MEASUREMENTS MADE WITH OUTPUT PORT
80 * • • 200 THROTTLED.
1 ::
60 Hz •"' '•
So Hz SUCTION MEASUREMENTS MADE WITH INPUT PORT
Hz
E 100
D D . :::: TEST CONDITIONS: INLET AIR DENSITY @ 0.075 lbs. per
D 20 • - u 50 ... .... cu. ft. [20°C (68°F), 29.92' Hg (14.7 PSIA)].
°o 25 50 75 100 125 150 175 200225 ° NORMAL PERFORMANCE VARIATIONS ON THE RISISTANCE
o 50 100 150 200 250 300 iso 400
AIR FLOW SCFM AIR FLOW (m 1/h) CURVE WITHIN =10% OF SUPPLIED DATA CAN BE EXPECTED.
* DENOTES RECOMMENDED Product Dimensions mm / inches
MAXIMUM DUTY
478 389
LIFTING PLATE 15.30
18.82 CAN BE TURNED
: : :
m r• OR REMOVED �`ipi \
r���M' AFTER BLOWER `\`\Ir ssiti-A,,
' \
r� INSTALLATION. ; clic ' 3/4 NPT
1��j /Qf i ti j/r
m m TQ3 Tot Tot �I�1, f�, OI� 391
I I= ii 2x 2' NPT �1--I11 4_ I.
TO LINE TO LINE �i� '� 1,4jp u ,I' 15.38
LOW VOLTAGE HIGH VOLTAGE i �; ��`�i��r�;
t --Twig- • or :031.
� 197
3 PHASE NINE LEAD MOTOR leislit' r 7.75
FULL- 17. �
J ..��... 15 ....l_- I'll..—
y 98 � 140 � ---.� 125 � 13
3.85 404 5.50 _
4.9211138
9 289 52
11.42
REF. 11.38
J 15.89 REF. 290 11.38
THERMOSTATS (TO I _
MOTOR PROTECTION V t TYP. (4) 11.42 329
CIRCUIT) V
12.96

g a �
• f -
y
/ ...,„,- dh Head myna _
Centrifugal Pumps ii6 °;
$ CZ
,[ 300 Series Investment Cast
CD
-.• s' Stainless Steel, Cast Bronze and =
i 4' ' ., Cast Iron Construction with v-
,!t ,�, Stainless Steel Impeller CC
i
13. Viton" Mechanical Seal and Z
``AVii';;, 0—Ring with Stainless Steel W
- 1 E and Bronze Models V
Buna-N Mechanical Seal and =
0-Ring with Cast Iron Models
Iti a
,1...., Optional Silicon Carbide OC
';! Mechanical Seals Available y
R 4- I Discharge Port Rotates in =
+ k. 90° Increments Q
1- W
489 Series: 7-1/4""x 1""Ports =
4, _,' ,.mss o,.
i. r Model 490A-98 490 Series: 1-7/2P x 7-7/4-Ports
/ w'- - -� _ Stainless Steel =
4 *° High Efficiency Closed Impeller
Maximum Flow 118 GPM
' Maximum Head 749 Ft, (65 PSI)
r
J. Performance of High Head Straight Centrifugal Pumps
Iml Ih'1
Or 48 160
A=489 Series 1X".1"1/2 HP ODP&3/4 TEFL[0.31&0.58 kW]
150 I e=489Serks OWe1"1 HPTEFC[0756Wj
AMT High Head End Suction Centrifugal 44 C=4895eries1X".1"1HPODP&1HHPTEFC[0.15&112kW
140 III Ds4905eries 114".1W"1W HP ODP&2 HP TEFC[1.12&1.49kW1
pumps are designed for continuous-duty 40 E=490 Series 154".1Y."2HP ODP&3 HP TEFL 11.49&2.24 kW]
130 p F=490 Series 1'h".1'F"3 HP ODP[2.24 kWi
OEM, Industrial/Commercial and processing 36 120 � 1
applications including circulation, chemical32 110 E I '
processing, liquid transfer, heating and 100
cooling,sprinkler/fire protection systems and m28 90 D
pressure boosting. 024 �u c '
azo 41166,
These heavy duty high pressure pumps are 1650 ' B
available in a variety of construction and Ilk
seal materials to meet your specification. 128 i 30 ; 1 n ` _mak [ft.`]NPSH[mi
Pull-from-rear design for easy servicing 20 -- ! 30 8
4 10 NPSHI IA.B.(:) • \ NPSHr ID.E,F) 20 4
without disturbing any piping. High efficiency 10
closed impeller maximizes performance. 0 0 0 0
0 10 20 30 40 50 60 70 80 90 100 110 120 130[U.S.gpm]
Pumps are close coupled to Totally Enclosed
Fan Cooled (TEFC)or Open Drip Proof(ODP) 0 4 8 12 16 20 24 28 [m3/h]
Capacity @ 3450 RPM(60 Hz)
motors. Pumps are not self-priming and (')Convert to psi,divide by 2.31 Liquid-Water specific gravity 1.0
require flooded suction.
e 400 Spring Street Royersford, PA 19468 USA
AMT www.amtpump.com 1 888-amt-pump (268-7867)
A Gorman-Rupp Company For use with nonflammable liquids compatible with pump component materials. Viton and Teflon'are registered trademarks of E.I.Dupont.
I

' High Head Straight Centrifugal Pumps
Pump Dimensional & Specification Data
Voltage Full Load 4 Ship Wt.
Model$Curve HP PH ENC @ 60 Hz+ Amps SUC* DIS* A** B" C** D E F L** W** H (Lbs.)
4893 1/2 1 ODP 115/230 10/5 11/4 1 N/A 5.1[13.0] 7.4[18.9] 02[0.6] 2.1[5.3] 3.3[8.5] 14.0[35.5] 8.2[20.8] 8.6[21.8] 43
489C A 3/4 1 TEFC 115/230 9/5 11/4 1 5.4[13.8] 5.1[13.0] 7.4[18.9] 0.2[0.6] 2.1[5.3] 3.3[8.5] 14.7[37.3] 10.0[25.4] 8.6[21.8] 51
489D 3/4 3 TEFC 230/460 3/2 11A 1 5.4[13.8] WA 7.4[18.9] 0.2[0.6] 2.1[5.3] 3.3[8.5] 14.2[36.0] 10.0[25.4] 8.6[21.8] 43
489EB 1 1 TEFC 115/230 12/6 11/4 1 5.4[13.8] 5.1[13.0] 7.4[18.9] 0.2[0.6] 2.1[5.3] 3.3[8.5] 14.9[37.8] 10.0[25.4] 8.6[21.8] 57
489F 1 3 TEFC 208-230/460 3/2 1 Y4 1 5.4[13.8] WA 7.4[18.9] 0.2[0.6] 2.1[5.3] 3.3[8.5] 13.5[34.3] 10.0[25.4] 8.6[21.8] 47
4890 1 1 ODP 115/230 17/9 11/4 1 WA 5.1[13.0] 8.1[20.6] 0.2[0.6] 2.1[5.3] 3.3[8.5] 14.7[37.3] 8.2[20.8] 8.6[21.8] 54
489A C 11/ 1 TEFC 115/230 19/9 1'/4 1 5.4[13.8] 5.1[13.0] 7.4[18.9] 0.2[0.6] 2.1[5.3] 3.3[8.5] 15.4[39.1] 10.0[25.4] 8.6[21.8] 61
> 489B 11/2 3 TEFC 230/460 5/3 1'/4 1 5.4[13.8] WA 7.4[18.9] 0.2[0.6] 2.1[5.3] 3.3[8.5] 15.2[38.6] 10.0[25.4] 8.6[21.8] 50
4902 11/2 1 ODP 115/230 22/11 1Y2 114 N/A 5.1[13.0] 8.7[22.1] 0.5[1.4] 3.0[7.6] 3.4[8.9] 15.8[40.1] 8.7[22.1] 9.0[22.8] 58
490C D 2 1 TEFC 115/230 22/11 11/2 11/4 5.4[13.8] 5.1[13.0] 8.0[20.4] 0.5[1.4] 3.0[7.6] 3.4[8.9] 16.8[42.6] 10.2[25.9] 9.0[22.8] 66
490D 2 3 TEFC 230/460 6/3 _ 11/2 11/4 5.4[13.8] WA 8.0[20.4] 0.5[1.4] 3.0[7.6] 3.4[8.9] 16.3[41.4] 10.2[25.9] 9.0[22.8] 59
4904 2 1 ODP 115/230 28/14 11/2 11/4 N/A 5.1[13.0] 8.7[22.1] 0.5[1.4] 3.0[7.6] 3.4[8.9] 15.8[40.1] 8.7[22.1] 9.0[22.8] 66
490A E 3 1 TEFC 230 16 11/2 11/4 5.4[13.8] 5.0[12.7] 8.0[20.4] 0.5[1.4] 3.0[7.6] 3.4[8.9] 17.3[43.9] 10.2[25.9] 9.0[22.8] 75
4908 3 3 TEFC 230/460 8/4 11/2 11/4 5.4[13.8] WA 8.0[20.4] 0.5[1.4] 3.0[7.6] 3.4[8.9] 16.8[42.6]_10.2[25.9] 9.0[22.8] 63
4900 3 1 ODP 230 18 11/2 11/4 N/A 5.0[12.7] 8.7[22.1] 0.5[1.4] 3.0[7.6] 3.4[8.9] 17.1[43.4] 8.7[22.1] 9.0[22.8] 73
4901 F 3 3 ODP 208-230/460 9/5 11/2 11A N/A WA 8.0[20.4] 0.5[1.4] 3.0[7.6] 3.4[8.9] 16.8[42.6] 8.7[22.1] 9.0[22.8] 73
(*)Standard NPT(Female)pipe thread. Maximum Solids Handling Capacity:1/8"Diameter
(**)This dimension may vary due to motor manufacturer's specifications.
(+)3-Phase motors can also operate on 50 Hz.(This will change full load amps,service factor and RPM)
NOTE:Dimensions are in inches(centimeters)and have a tolerance of±1/4".
NOTE:Electric supply for ALL motors must be within±10%of nameplate voltage rating(e.g.230V±10%=207 to 253).
W.
E r . A--..-1
DISCHARGE*1 F
#When Ordering,Add the Correct B.• -
(-9X)Suffix to Model Number IndicatingMIN v �m_
Material Selection(Ex.4893-95) rr
XCI (-95) Cast Iron Construction with11 I7111 III 11111 ii 1 Buna-N Seals sucnoN• ir),.41,
XB (97) Cast Bronze Construction with 1 );oas iir / 3.5
XSS (-98) Cast Stainless Steel Construction 4 \ / 1881
with Viton®Seals ratilICar• 11/1 ��� ` '� '-��
I
(All Models Come Standard with Stainless 11.3 -a1 2.4 f.- D
Steel Impeller) 10.71 (so(
l3.01 C**
L** 4.
Standard Features
•Stainless Steel, Bronze and Cast Iron Construction • High Efficiency Closed Stainless Steel Impeller
• Buna-N or Viton4 Mechanical Seal and 0-ring, Depending • Discharge Rotates in 90° Increments
on Model • Maximum Working Pressure 150 PSI
• Optional Silicon Carbide Mechanical Seals Available • Maximum Temperature
•Stainless Steel Motor Shaft and Hardware •Viton° 200° F
• NEMA TEFC Single or Three Phase 3450 RPM Motors, •Buna-N 180° F
Optional ODP Motors Available • (4) Front Drain Plugs, Located 90°Apart
• NEMA Base Mounted Motor • QSP-Quick Ship Pump for Many Models
Hazardous Duty/Xplosion Proof motors available from stock ranging from 1 to 10 HP;CALL FOR QUOTATION&LEAD TIME!
® Manufacturer of AMT& IPT Pumps i'i w.
A 400 Spring Street•Royersford,PA 19468 USA trick"
Mk
www.amtpump.com • 888-amt-pump (268-7867) � l���
The Gorman-Rupp Company reserves the right to discontinue any model or change specifications at any time without incurring any obligation.
A Gorman-Rupp Company 02012 American Machine and Tool Company.All rights reserved. OORMAN-RUPP" 1212
STE-10

PRM Bac; Filter Housings -
Low Pressure Banded Housing •
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
Absolute Quality: PRM provides banded
top style bag filter housings for your ��'
remediation and industrial filtration
needs. Our units come standard in ,r—.,
stainless steel and are available as a so.
stand-alone bare unit or completely
plumbed and ready to go when it
reaches the project site.
Typical Features Include:
• 304 Stainless Steel Construction
• 8"x 30" Trade Size # 2 Housing
• 2" NPT Inlet and Outlet Connections
• Viton® 0-rings standard
• 100 psi Maximum Working Pressure -'
• Stainless Steel Strainer Basket and
Internal Bag Support Rack
• Drain Port and Mounting Stand
• Quick Opening Clamp Top
• Safety Release Vent for Maintenance .-i
C
** Options and Services **
• Skid Mounting, Pre Plumbed Filter Arrays
r • Steel, Stainless Steel, or PVC Piping with Valves
`'r �., " • Custom Integration Into Existing Systems
t4,4,..4ait 1 �yy • Design Assistance
Iligr } • Field Installation, Startup, and Operations
I • Replacement Bag filters available in stock
i (5, 10, 25, 50, and 100 Micron rated filters)
• Custom Built Filter Packages Per Your Specs
)
Product Recovery Management, Incorporated
(888) TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • [e-mail]
Butner, NC • Webster, NY • Lakeland, FL
*Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. E-13(1A)

PRM Bag Filter Housings - A
2.8.Low Pressure Banded Housing
M®
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
Product Name PRM Part No. Product Name I PRM Part No.
Bag Filter Housings 8x30, DBFSFGX2HBFL2 Bag Filter Housing 8x30, DBFHBFL2
304 SS, 2" NPT In/Out 304 SS, 2" NPT In/Out
Dual System Skid Single Housing Only
AD I— n -1j i
41, 1
Miihit. .....Nt4)(r. , 1
ti—to ,70,..1( * .
.rge..11-e.. ;41-1:
I
oi7
I
Product Name PRM part no.
146"'' ' 100 Micron Bag Filters#2 DBFPE100P2S
50 Micron Bag Filters#2 DBFPE50P2S
X a > ;- 25 Micron Bag Filters#2 DBFPE25P2S
` ,0' . ° 10 Micron Bag Filters#2 DBFPE10P2S
5 Micron Bag Filters#2 DBFPE5P2S
Product Recovery Management, Incorporated
(888) TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • salesca prm-net.com
Butner, NC • Webster, NY • Lakeland, FL
*Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. E-13(1B)

PRM Carbon Systems
•
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
PRM offers carbon systems for Groundwater
Remediation and Industrial Process Systems.
Vapor Phase Carbon Systems are designed for "*' r
the removal of contaminants from industrial and t. •
remediation air streams.
Liquid Phase Carbon Systems are built to adsorb
contaminants from groundwater.
Absolute Quality: Ir
• ' `i
• In-house Manufactured Carbon Vessels ill
el 4 JR
.• HeavyDutyBases or Forks for Stabilityand
Ease of Use
•
• Inlet and Outlet Diffusers for Even Flow and • j !�
Excellent Backwash Ratios .'
• Heavy Duty Carbon Steel, Aluminum, or
Fiberglass Units Available CSUMMATING
• UV Resistant Coated Exterior if,cpR
• Single Bolt Gasketed Manway for Easy YEARS
Maintenance PRODUCT RECOVERY MANAGEMENT
•
PRM offers standardized, pre-engineered
systems, or can customize a carbon system to
specific project site requirements.
PRM can supply virgin and/or reactivated
liquid phase or vapor phase Granular
Activated Carbon for all of your environmental
remediation projects. Ask about carbon
change out service for existing systems.
[e-mail]
Product Recovery Management, Incorporated
(888) TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • sales(@prm-net.com
Butner, NC • Webster, NY • Lakeland, FL
*Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. E-05

A
PRM Liquid Phase Carbon UnitsallM
s,
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
4 Liquid Phase Carbon Units:
35
i
i 3 Pre Engineered for Ranges of:
0
2.5
2 *.
10 GPM to 250 GPM
R 1.5 �,I 90Ibs to 4000Ibs Sizes
E 1
a 05 f • 3/4" to 4" Inlet/Outlet
0
0 5 10 15 20 25 30 35 40 45 Uses 8x30 GAC
Flow(GPM)
--d-HP-90 HP-125 HP-200
4
3.5
3 X" HP-90 HP-1000
a 2,5
0
F 2 HP-125 HP-2000
1.5 'G
a 1
HP-200 HP-2500
0.5
HP-250 HP-3000
0 10 20 30 40 50 60 70 80
Flow(GPM)
HP-500 HP-4000
—0—HP-250 —ID—HP-500
1.4 1.4
1.2 1.2
F 1 a 1
a 0.8 o 0.8
d0.6 m 0.6
a 0.4 .,� 2 0.4
0.2 0.2
0 0
0 20 40 60 80 100 120 140 0 50 100 150 200 250 300
Flow(GPM) Flow G(PM)
—i-- HP-1000 HP-3.000 High Flow -s, HP-2000 HP-2000 High Flow
Product Recovery Management, Incorporated
(888) TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • [e-mail]
Butner, NC • Webster, NY • Lakeland, FL
* Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. E-05

PRM Multi-Jet Water Meters
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
Water Meters for Totalization and
Rate Indication with Pulse Output
PRM multi jet water meters are known for
their wide range, simplicity, and accuracy in
low quality water.
Absolute Quality: 411/11111
4
• Pulse Output Components
• All Meters have Hydrocarbon Resistant
Seals and will not be damaged by .40
dissolved amounts of free product
• Sealed Dry Dial for Clear Readings
• Internal Strainer to Protect Meter from
Particulate Damage
g
• Magnetic Drive for lower resistance CCD
Changing the pulse rate requires no
special tools and can be done in the field. Head Loss Curve
16
Specifications: ^14
lc 12
Class: B 10 5"
Accuracy: Transitional Flow: ± 5% s 3"
1..
Nominal Flow: ± 2% a 4 - 1 25'
Maximum Water Temperature: 104°F 2 -15"
Maximum Water Pressure: 232 psi 0
0 20 40 60 60 100 120 140
Mounting Orientation: Horizontal Flow Rate(GPM)
Materials:
PRM Part Number: Description Body: Brass, polyethylene
Couplings: Brass
WM050PVX-1l2" NPT multi-jet water meter Measuring Chamber: Polyethylene
WM075PVX—3/4" NPT multi-jet water meter Paint: Epoxy Coated
WM100PVX—1" NPT multi-jet water meter Seal: Black: Buna-N, White: HDPE
-H WM125PVX-1-1/4" NPT multi jet water meter Mounting Orientation: Horizontal
WM200PVX—2" NPT multi-jet water meter
Not for use with Potable Water
Product Recovery Management, Incorporated
(888)TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • [e-mail]
Butner, NC • Webster, NY • Lakeland, FL
* Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. P-20

PRM Multi-Jet Water Meters
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
_ tliww„ „
16E50
•m prm net corn
t.. �� �t-ABB-iREAr T �/11�
C.
Hrtai2sPvx
4
Epou
C o 0 ■
gaigr
- - w xxzxX
VI
iiIIIIIPH--m%
� — Materials:
W— i ,i 1 Body: Brass, polyethylene
r r Couplings: Brass
H Measuring Chamber: Polyethylene
— 0
Paint: Epoxy Coated
,_ i _ —__ Seal: Black: Buna-N, White: HDPE
Mounting Orientation: Horizontal
Not for use with Potable Water
Max. Flow Nom. Flow Range Pulse
Part#: Size: *Length (in) Height(in) Weight(lbs) Gallons Per Minute
WM050PVX 1/2" NPT 10.5 4.75 3.0 10 1-10 10 gal/pulse
WM075PVX 3/4" NPT 12 4.75 3.5 20 1-20 10 gal/pulse
WM100PVX 1" NPT 15 4.5 5.5 30 2-30 10 gal/pulse
--•--- WM125PVX 1-1/4" NPT 15 5 6 50 3-50 10 gal/pulse
WM200PVX 2" NPT 17.5 6.5 14 130 50-130 100 gal/pulse
*Water Meter body plus the Inline NPT fittings. Fittings add approximately 4"to overall length (2" per end).
Product Recovery Management, Incorporated
1888)TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • salesprm-net.com
Butner, NC • Webster, NY • Lakeland, FL
* Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. P-20

L10 V SERIES • LIGHTING
INCANDESCENT NEMA 4 - CLASS I, DIV. 2 ALUMINUM FIXTURES
- a
7.
IWO
•"-, _ i Class I, Div. 2, Groups A,B,C,D 2
- Class I, Zone 2, Groups IIC,IIB,IIA
NEMA 3, 4
1 iii
- ,,, ® Listed - File E10514
IIf
UL-1571 Standard for incandescent fixtures
a 2 °'R UL-844 Standard for hazardous location fixtures
w q - �• Certified File LR11713
ORDERING INFORMATION
PENDANT MOUNT WITH VGA SPLICE BOX
, CATALOG NUMBER CONSISTS OF
FIXTURE LAMP HUB FIXTURE W/ MOUNTING FIXTURE CLEAR
TYPE WATT SIZE GLOBE&GUARD BOX BODY GLOBE* GUARD
100 150 1/2 VUAGG-1-100PX a VGA-1 VXFC-100 N34 VCGP-100 VAG-100
t 3/4" VUAGG-2-100PX?, VGA-2 VXFC-100 N34 VCGP-100 VAG-100
200 300 1/2 VUAGG-1-200PX VGA-1 VXFC-200 N34 VCGP-200 VAG-200
3/4" VUAGG-2-200PX.1 VGA-2 VXFC-200 N34 VCGP-200 VAG-200
r-
CEILING FIXTURE WITH VGX SPLICE BOX
rill ji FIXTURE LAMP HUB CATALOG NUMBER CONSISTS OF
FIXTURE W/
GLOBE&GUARD
-
MOUNTING FIXTURE CLEAR
TYPE WATT SIZE BOX BODY GLOBE* GUARD
100 150 1/2 VUXGG-1-100PX O VGX-1 VXFC-100 N34 VCGP-100 VAG-100
3/4" VUXGG-2-100PX O VGX-2 VXFC-100 N34 VCGP-100 VAG-100
200 300 1/2" VUXGG-1-200PX O VGX-1 VXFC-200 N34 VCGP-200 VAG-200
3/4" VUXGG-2-200PX® VGX-2 VXFC-200 N34 VCGP-200 VAG-200
11"=_I,
CEILING FIXTURE WITH MOUNTING FEET USING VBC SPLICE BOX & VBA ADAPTER
FIXTURE LAMP HUB CATALOG NUMBER CONSISTS OF
FIXTURE W/ MOUNTING FIXTURE CLEAR
TYPE WATT SIZE GUARD
GLOBE&GUARD BOX/ADAPTER BODY GLOBE*
100 150 1/2" VUXBGG-1-100PX +O VBC-1+VBA VXFC-100 N34 VCGP-100 VAG-100
3/4" VUXBGG-2-100PX ,O VBC-2+VBA VXFC-100 N34 VCGP-100 VAG-100
4Nrk
200 300 1/2" VUXBGG-1-200PX0 VBC-1+VBA VXFC-200 N34 VCGP-200 VAG-200
'S 3/4" VUXBGG-2-200PX0 VBC-2+VBA VXFC-200 N34 VCGP-200 VAG-200
WALL FIXTURE WITH MOUNTING FEET USING VBC SPLICE BOX & VB ELBOW
CATALOG NUMBER CONSISTS OF
FIXTURELAMP HUB FIXTURE W/ MOUNTING FIXTURE CLEAR
TYPEYPEWATT SIZE GLOBE&GUARD BOX/ELBOW BODY GLOBE* GUARD
AA*. 100 150 1/2" VFBGG-1-100PX(t) VBC-1+VB-1 VXFC-100 N34 VCGP-100 VAG-100
3/4" VFBGG-2-100PX O VBC-2+VB-2 VXFC-100 N34 VCGP-100 VAG-100
200 300
1/2" VFBGG-1-200PX0 VBC-1+VB-1 VXFC-200 N34 VCGP-200 VAG-200
t;;'. 3/4" VFBGG-2-200PXO VBC-2+VB-2 VXFC-200 N34 VCGP-200 VAG-200
"For other colors,order globes and mounting components separately.
'' +O Fixture supplied as component unit pack when ordered by this catalog number.
KILLARK® 0 See page L9 for temperature codes;NEMA 3,4 when used with tempered glass.

r
{ I .
.. A AX - SHUTTER MOUNTED FANS
Designed for Industrial, Commercial & Farming applications.
i r _
�r� '� The AX series exhaust fan is a sturdily constructed, direct drive, horizontal discharge fan that
is typically use for general ventilation of factories,garages,warehouses and other industrial or
\:.,42... commercial buildings.The AX fans are available in multiple single-speed variations as well as
,•. s
- ` t two-speed and variable speed models.
4:' *,."
�� AX series housings are constructed of heavydutyaluminum with built in shutters that
The
�
9
automatically open when the fan starts and gravity closes when the fan stops.
FEATURES
AX SERIES MOTOR • Sturdily constructed from all-aluminum extrusions. a4'
' Heavy duty OSHA motor mount/guard is standard. cUs
IN • Heavy gauge, welded steel rod with plated finish.
'--w . • Totally enclosed air over motor with overload protection.
/i✓/ CFM 0 STATIC PRESSURE
SINGLE THREE BLADE HP VOLTAGE AMPS(FLA) WEIGHT dB(A(� FRAMING
- th ( �iI�J t PHASE PFV SE DIAMETER RPM (SINGLE99PHASE)INGLE (SINGLEHASE) (LBS( 65 f1 DIMENSIONS
RRJ 1 / 0.10" 0.125'
SINGLE SPEED-VARIABLE SPEED FANS
W` '1"Ii' AX12-11/ 4X12-1" 12' 17W 1/3 115/230 5.0/2.5 26 63 1650 1560 1525 1400 14'X 14°
__:1 AX12.1VHE - 12' 1450 1/15 115 1.0 22 60 1350 1290 1275 1150 14"X 14"
- AX14-1V 42H4-Y 14" 1700 1/3 115/230 5.0/2.5 29 67 2170 2030 1950 1900 16'X 16"
_ rl
. AX14-1VHE - 14" 1450 1/15 115 1.0 25 64 1600 1525 1500 1300 16'X 16"
ON AX16-1V 4X16.1' 16" 1700 1/3 115/230 5.0/2.5 30 68 2570 2470 2410 2260 18'X 18'
EXPLOSION PROOF MOTOR AX16-1VHE - 16" 1450 1/15 115 1.0 26 63 1850 1750 1700 1550 18'X 18"
AX18-1V AX18-1• 18' 1700 1/3 115/230 3.8/1.9 36 71 3150 3000 2900 2575 20'X20°
4020-19 4X20-1" 20" 1700 1/3 115/230 3.8/1.9 39 77 3620 3420 '' 3340 3120 I 22'X 22'
..),!NI
��T C 7OIAT 24' 1100 12 115/230 6.4/3.2 43 72 5500 5400 5310 5100 26'X 26'
\/ila L�Jl 1�.7 Ax2a-1v Ax2ar'.,
' 43(12-2 - 12" I 1625 1/4 115 1.8 27 63 1640 1540 1510 1390 14'X 14'
I
42(14-2 - 14 1625 1/4 115 1.8 30 67 2170 2070 2030 1860 16'X 16°
r-A 43(16.2 - 16" 1625 1/4 115 1.8 31 68 2370 2270 2210 2080 18'X 18'
1 6X18-2
qa iip
4X20.2
- 18" 1625 1/3 115 4.0 37 73 3200 3090 3040 2920 20'X 20'
- 20" 1625 1/3 115 4.0 39 77 3420 3220 3170 2920 22"X 22'
4X24-2 - 24" 1100 1/3 115 5.4 45 70 5000 4500 4300 3600 26'X 26°
4X30.2 30' 1100 1/2 115/230 6A/3.2 72 82 8000 7000 6000 5000 33'X33'
•
A 4036-7 - 36' 850 1/2 115/230 6.6/3.3 88 72 12000 11000 10500 9500 39'X 39'
AX09-3 SII 8" i 1600/1300 11
1/40, 115 0.5 14 48 400/330 320/260 280/230 1801140 7X1
--
A510.3 10" 1600/1300 1/40 115 0.5 14 56 690/580 590/460 570/390 550/340 12'X 12'
- AX12-3 '., - 12' 1725/1140 1/4 115 3.4 27 64 1670/1100 1600/950 1575/900 1450/625 14'X 14'
4814-3 -- 14° 1725/1140 1/4 115 3.4 31 67 2190/1440 2080/1325 2000/1300 1950/850 16'X 16"
D I C 7 4X16-3 -- 16" 1725/1140 1/4 115 3.4 34 89 2580/1770 2480/1620 2430/1560 2270/1020 18'X 18'
r----' AX18-3 -- 18° 1725/1140 1/3 115 5.3/2.9 38 74 3200/2310 3050/2030 2950/1960 2625/1750 20'X20°
4X20-3 -- 20" 1725/1140 1/3 115 5.3/2.9 41 77 3640/2420 3440/2270 3360/2210 3140/1890 22'X22"
1 Proof Mot»ts am« 7i 1
4512-4 AX124" 12" 1725 1/3 115/208-230 6.6/3.1-3.3 49 63 1670 1600 1575 1450 14•X14"
B A0144 42(144' 14" 1725 1/3 115/208-230 6.6/3.1-3.3 49 67 2190 2080 2000 1950 16'X 16'
4X164 4X/64" (6' 1725 1/3 115/208-230 6.6/3.1-3.3 51 68 2580 2480 2430 2270 18'X 18'
�_ 4X784 67(184" 18" 1725 1/3 115/208-230 6.6/3.1-3.3 56 73 3200 3050 2950 2625 20'X20"
�� 4X20-4 6Xp.4" 20' 1725 1/3 115/208-230 6.6/3.1-3.3 57 77 3640 3440 3360 3140 22'X 22'
AX244 AX24.4" 24" 1725 1/3 115/208-230 6.6/3.1-3.3 57 77 5520 5410 5330 5130 I 26'X26°
MODEL h 1 B 1 cD For three phase motors,substitute"*"with"M"for 208-230/460 volt or"P"for 575 volt
Ax Ax-a" Other voltages in single or three phase are available. 50HZ voltages are available.Consult factory.
AX08 14 3/4" 11 3/4" 6 1/2"
AX10 143/4" 113/4" 61/2" -
AX12 163/4" 133/4" 11" 133/4"
AX14 18 3/4" 15 3/4" 11" 13 3/4" '-'''...`
AX16 20 3/4" 17 3/4" 11" 13 3/4"
ACWI r (I,)11 I I • Speed controls • Front guard
AX18 22 3/4" 19 3/4" 11 1/4" 14" y
axzo 243/4" 213/4" 111/4" 14" - • Thermostats • Weather hoods
4X24 28 3/4" 25 3/4" 11" 13 3/4"
AX30 351/4" 32 3/4" 131/4" For a complete listing on all available accessories,see page 15.
AX36 41 1/4" 38 3/4•' 131/2" - For a complete listing of all available hoods,see page 11.
For a complete listing of all available control options,see pages 25-26.
Explosion Proof Motor
G/CANARM' Page 12 Subject to change without notice. 08/09

ACCESSORIES ACCESSORIES FOR AX & P SERIES FANS
FRONT GUARD FOR AX & P SERIES FANS PANEL SLEEVES FOR P SERIES
• 18 gauge galvanized 3/4"expanded metal screen. • Sleeves are 9 1/2"deep.
'1,“�'�,'��',irgl t FIT8S FAN FRONTFG8-10 GUARD FIT8S FAN I SLEEVES
tell
,+, TO ,, 10” XFG8-10 10" PSL10
,,�,, „ 12" XFG12 12" PSL12
,�„ � 14" XFG14 14" PSL14
',,%WM*
„ ,,/ 16” XFG16 16" PSL16
1 ' 20" XFG20 18" PSL18 •
I„V1100
�� 24" XFG24 20" PSL20, 24" PSL24
30" XFG30 30" PSL30
36" XFG36 36" PSL36 , -
REPLACEMENT GUARDS
Y / FITS FAN MODEL# I DESCRIPTION
44�f/'� ; e 8" 2X115 8"- 10"OSHA motor mount
it
.%('44(.4•;::::
j 10" 2X115 8"-10"OSHA motor mount
O 12" 2X116 12"OSHA motor mount
14"
14" 2X117 14"-16"OSHA motor mount
16" 2X117 14"- 16"OSHA motor mount
- •
- #41.' -::----...-:_+::::::::fil
18" 2X118 18"-20"OSHA motor mount
_ .
20" 2X118 18"-20"OSHA motor mount
le .......______-_,<N. 24" 2X119 24"OSHA motor mount
411 �-___ � r
�_ � � 30" 2X113 30"OSHA motor mount
`�"" 36" 2X114 36"OSHA motor mount
MOTORIZED & GRAVITY DAMPERS FOR FRESH AIR INTAKE
MODEL#
FITS FAN MOTORIZED BACK DRAFT
— _ DAMPERS RS ---
t 8" SX3210X10 SR3210X10
10" SX3210X10 SR3210X10 '',1'1,-: �
- 12" SX3212X12 SR3212X12
14" SX3214X14 SR3214X14 till '
• 16" SX3216X16 SR3216X16
,-----
- 18" SX3218X18 SR3218X18 Imam- �
20" SX3220X20 SR3220X20
triiimm
k? 24" SX3224X24 SR3224X24 -- ,
30" SX3230X30 SR3230X30 A
36" SX3236X36 SR3236X36
BACK DRAFT DAMPER MOTORIZED DAMPER
The Motorized dampers listed above are 110V.
For 230V, replace X with Y.
For 24V AC, replace X with Z.
Subject to change without notice. 08/09 Page 15 G/CANARM.

Comfort
CVEP cmU8
�:
Explosion Proof �������`�����.� .. S�®
Convection Heater st
• 1.6 -9 kW
C E
• 5,459 -30,708 Btuh
• 120, 208, 240, 277, 480 and
575 Volt
• 1 & 3 Phase
Dimensions (Inches)
• Built-in & Prewired Control
Options
c A
• UL Listed and CSA Certified for
Class 1, Division 1 or 2, Group 'lift t 11111111 1 H H
I
B, C & D Environments
• CE Approved Models Available B
. .
r■•i
3-1/4
Description
5-1/e'H
Type CVEP explosion proof convection heater ` C
is designed to provide a rugged,corrosion-
resistant heat source for areas where volatile
flammable liquids,gases or vapors are Dimensions (Inches) Features
present.All basic models without controls
are UL listed and CSA certified for use in kW A B C Integral Mounting Brackets allow for easy wall
areas designated as Class 1, Division 1 or 2 1.6, 1.8 and 3.6 34 20 9 installation.
Group B,C or D locations. 3.2 and 7.6 58 20 9
4.0,4.5 and 9.0 70 20 9 Sloped Top Cabinet ensures maximum
Applications ventilation by preventing objects from being o
Construction placed on the top which would restrict air flow. W
• Petroleum Refineries,Gasoline Storage and z
Dispensing Areas Cabinet—Sloped top,constructed of heavy Designed for Areas Classified
• Industrial Areas Using Flammable Liquids 16 gauge steel,polyester powder coated for . Class I, Division 1 or 2,Groups B,C,D
in Dip Tanks maximum corrosion resistance. ° °
Explosion Proof Junction Box—For conduit ' Temperature Code T3A 180 C(356 F)or
• Petroleum Refineries entry and ease of power wiring. T2A 280°C (536°F)
• Dry Cleaning Plants Heating Elements—Sealed,metal sheath, Optional Features (Factory Installed)
• Utility and Natural Gas Plants heavy-duty,low watt density,enclosed high . Thermostat
grade resistance wire embedded in Mg0
• Aircraft Hangers/Fueling Areas refractory core. Elements are inserted in a • Magnetic Contactor
• Solvent Extraction Plants copper tube with aluminum fins. •
Control Voltage Transformer
• Storage Areas for Flammable Products or Advantages
Batteries
• Sewage Treatment Plants • Easy Installation
• Hydrogen Atmospheres • Clean,Safer Heat Source
• Pre-Wired Control Options
Refer to • Long Life
WR-80EP
in the Controls section.
Chromalox® F 63

Comfort
CVEPSpecifications and Ordering Information
wt.
Convection Heater Volts Phase Amps Btuh Model Stock PCN (Lbs.)
Temperature Code T3A(356°F,180°C)Group B,C,and D
For Hazardous 1.6 208 1 7.7 5,500 CVEP-16-81-00-00 NS 088336 58
1.6 208 3 4.5 5,500 CVEP-16-83-00-00 NS 086844 58
Locations 1.6 240 1 6.7 5,500 CVEP-16-21-00-00 NS 086852 58
1.6 240 3 3.8 5,500 CVEP-16-23-00-00 NS 086860 58
1.6 277 1 5.8 5,500 CVEP-16-71-00-00 NS 086879 58
1.6 480 1 3.3 5,500 CVEP-16-41-00-00 NS 086887 58
1.6 480 3 1.9 5,500 CVEP-16-43-00-00 NS 086895 58
1.6 575 1 2.8 5,500 CVEP-16-61-00-00 NS 086908 58
3.2 208 1 15.4 11,000 CVEP-32-81-00-00 NS 086916 94
3.2 208 3 9.0 11,000 CVEP-32-83-00-00 NS 086924 94
3.2 240 1 13.3 11,000 CVEP-32-21-00-00 NS 086932 94
3.2 240 3 7.7 11,000 CVEP-32-23-00-00 NS 086940 94
3.2 277 1 11.6 11,000 CVEP-32-71-00-00 NS 086959 94
3.2 480 1 6.7 11,000 CVEP-32-41-00-00 NS 086967 94
3.2 480 3 3.8 11,000 CVEP-32-43-00-00 NS 086975 94
3.2 575 1 5.6 11,000 CVEP-32-61-00-00 NS 086983 94
4 208 1 19.2 13,600 CVEP-40-81-00-00 NS 086991 112
4 208 3 11.1 13,600 CVEP-40-83-00-00 NS 087003 112
4 240 1 16.7 13,600 CVEP-40 21-00-00
NS 087011 112
4 240 3 9.6 13,600 CVEP-40-23-00-00 NS 087020 112
4 277 1 14.4 13,600 CVEP-40-71-00-00 NS 087038 112
4 480 1 8.3 13,600 CVEP-40-41-00-00 NS 087046 112
4 480 3 4.8 13,600 CVEP-40-43-00-00 NS 087054 112
4 575 1 7 13,600 CVEP-40-61-00-00 NS 087062 112
Temperature Code T2A(536°F,280°C)Group B,C,and D
1.8 120 1 15 6,140 CVEP-18-11-00-00 S 028759 46
1.8 208 1 8.7 6,140 CVEP-18-81-00-00 S 028767 46
1.8 208 3 5 6,140 CVEP-18-83-00-00 NS 028775 46
1.8 240 1 7.5 6,140 CVEP-18-21-00-00 S 028783 46
1.8 240 3 4.4 6,140 CVEP-18-23-00-00 NS 028791 46
1.8 277 1 6.5 6,140 CVEP-18-71-00-00 NS 028804 46
1.8 480 1 3.7 6,140 CVEP-18-41-00-00 NS 028812 46
1.8 480 3 2.2 6,140 CVEP-18-43-00-00 NS 028820 46
3.6 208 1 17.3 12,300 CVEP-36-81-00-00 S 087070 58
3.6 208 3 10 12,300 CVEP-36-83-00-00 NS 087089 58
3.6 240 1 15 12,300 CVEP-36-21-00-00 S 087097 58
3.6 240 3 8.7 12,300 CVEP-36-23-00-00 NS 087100 58
3.6 277 1 13 12,300 CVEP-36-71-00-00 S 087118 58
3.6 480 1 7.5 12,300 CVEP-36-41-00-00 S 087126 58
3.6 480 3 4.3 12,300 CVEP-36-43-00-00 NS 087134 58
3.6 575 1 6.3 12,300 CVEP-36-61-00-00 NS 087142 58
7.6 208 1 36.5 24,000 CVEP-76-81-00-00 NS 085913 94
7.6 208 3 21.1 24,000 CVEP-76-83-00-00 NS 085921 94
7.6 240 1 31.7 24,000 CVEP-76-21-00-00 NS 085930 94
7.6 240 3 18.3 24,000 CVEP-76-23-00-00 NS 085948 94
7.6 277 1 27.4 24,000 CVEP-76-71-00-00 NS 085956 94
7.6 480 1 15.8 24,000 CVEP-76-41-00-00 NS 085964 94
7.6 480 3 9.2 24,000 CVEP-76-43-00-00 NS 085972 94
7.6 575 1 13.2 24,000 CVEP-76-61-00-00 NS 085980 94
9 208 1 43.3 30,700 CVEP-90-81-00-00 NS 087230 112
9 208 3 25 30,700 CVEP-90-83-00-00 NS 087249 112
9 240 1 37.5 30,700 CVEP-90-21-00-00 NS 087257 112
9 240 3 21.7 30,700 CVEP-90-23-00-00 NS 087265 112
9 277 1 32.5 30,700 CVEP-90-71-00-00 NS 087273 112
9 480 1 18.8 30,700 CVEP-90-41-00-00 NS 087281 112
9 480 3 10.8 30,700 CVEP-90-43-00-00 NS 087290 112
9 575 1 15.7 30,700 CVEP-90-61-00-00 NS 087302 112
Stock CVEP with Built-in Thermostat
1.8 120 1 15 6,140 CVEP-18-11-00-42 S 028839 59
1.8 208 1 8.7 6,140 CVEP-18-81-00-42 S 028847 59
1.8 240 1 7.5 6,140 CVEP-18-21-00-42 NS 028855 59
1.8 277 1 6.5 6,140 CVEP-18-71-00-42 NS 028863 59
1.8 480 1 3.7 6,140 CVEP-18-41-32-421 NS 028871 69
3.6 208 1 17.3 12,300 CVEP-36-81-00-42 S 028644 60
3.6 240 1 15 12,300 CVEP-36-21-00-42 S 028660 60
3.6 480 1 7.5 12,300 CVEP-36-41-32-421 NS 028652 70
Stock Status: S=stock AS=assembly stock NS=non-stock
To Order-Specify model,PCN,kW,volts,phase and quantity.
CE approved models available.Contact your Chromalox representative.
Note-
1. Includes control transformer and contactor
2. Other sizes and configurations available,contact your Local Chromalox Sales office.
F-64 Chromalox®

Comfort
CVEP
Explosion Proof Model Explosion Proof Convection Heater
CVEP
Convection Heater Code Watts
(cont�d) 16 = 1600 40 = 4000
18 = 1800 45 = 4500
32 = 3200 76 = 7600
Ordering Information 36 = 3600 90 = 9000
To Order—Complete the Model Code Voltage
Number using the Matrix provided. 1 = 120 6 = 575
2 = 240 7 = 277
3 = 380 8 = 208
Power & lemp. Control Options 4 = 480 9 = 600
Power Control Thermostat I Figure 5 = 415
Combination Option ; Number Code Phase
00 00 1 1 = Single
00 401 5 3 = Three
00 422 2
30-35 00 4 Code Power Control Options(See Options Table)
30-35 40 5 00 = no transformer no contactor
30-35 42 3 30 = (24V)transformer and contactor
Thermostat option: 40 31 = no transformer with contactor(24V)
Temperature range: 40°-90°F 32 = (120V)transformer and contactor
Electrical Rating: 25 Amp 24V,120V,240V 33 = no transformer with contactor(120V)
AC 22 Amp 277 VAC
Higher Voltage or 3 phase 34 = no transformer with contactor(208/240V)
requires magnetic 35 = no transformer with contactor(277V)
contactor option and
transformer Code Thermo/Class Options(See Options Table)
2 Thermostat option: 42 00 = no thermo B,C & D
Temperature range: 50°-90°F 40 = thermo in box B,C& D
Electrical Rating: 22 Amps 125/277 VAC
Higher Voltage or 3 phase 42 = thermo C& D
requires magnetic
contactor option and
transformer CVEP 16 1 1 30 42 Typical Model Number
CE approved models available.Contact your Chromalox representative.
Dimensions (Inches) o
w
Figure 1 Figure 2 Figure 3 Figure 4 Figure 5 z
1"NPT 1"NPT 1"NPT C
v
III '.tr i� t VI ad
1, iI r
I iii
\ 3/4"NPT
1II ra1�
.101,
i
1
'A _ �,
r 3/4"NPT C } C C a
I IU ' ) I'� III
i•iu
V
1.._7 — —7-5/8— L— 8-7/8 — — 8-7/8 — 8-7/8
Chromalox® i 65

Comfort
CVEP
Convection Heater For Hazardous Locations
Sample Specifications—U.S. approved models
1. General
1.1 The Explosion-Proof Convection Air Heater Catalog Number Rated Volts,
Phase, Watts,shall be designed and constructed for use in hazardous locations.
1.2 0 For Groups B,C and D Check This Block
The Heater shall be Underwriters Laboratories Inc.Listed and Canadian Standards Association Certified for constant use in Class I,Groups B,C
and D Division 1 or 2 hazardous locations,and National Electric Code minimum gas ignition temperature
identification number 0 T2A,280°C(536°F) or ❑T3A,180°C(356°F).
1.3 ❑For Groups C and D Check This Block
The Heater shall be Underwriters Laboratories Inc.Listed and Canadian Standards Association Certified for constant use in Class I,Groups C
and D Division 1 or 2 hazardous locations,and National Electric Code minimum gas ignition temperature identification number
0 T2A,280°C(536°F) or ❑T3A,180°C(356°F).
1.4 ❑ For Group D Check This Block
The heater shall be Underwriters Laboratories Inc.Listed and Canadian Standards Association Certified for constant use in Class 1,Group D
Division 1 or 2 hazardous locations,and National Electric Code minimum gas ignition temperature identification number
❑T2A,280°C(536°F) or ❑T3A,180°C(356°F).
1.5 The Heater shall be the natural convection type intended for wall mounting.
2. Construction
2.1 The back panel shall be designed to be easily mounted to the wall using keyhole slots.
2.2 The back panel shall be fabricated for 16 gauge steel,9"deep by 20"high,finished with corrosion resistant polyester powder coating.
2.3 The back panel shall include perforations and a baffle to direct outside air between the panel and the mounting surface.
2.4 The front cabinet shall be easily removable by unthreading 4 bolts from threaded inserts.
2.5 The front cabinet shall be fabricated from 16 gauge steel.9"deep by 20"high,and coated with corrosion resistant polyester powder coating.
2.6 The front cabinet shall be sloped to prevent objects from being placed on top causing restricted air flow.
3. Elements
3.1 The elements shall be constructed of heavy duty resistance wire insulated by magnesium oxide refractory,which has been highly compacted
to transmit heat and act as an electrical insulator.
3.2 The elements are to be contained in a tube assembly,which is then swaged to an O.D.of 1.25".
3.3 The element assembly is inserted into a copper tube with 3"x 3.25"aluminum fins spaced at 48 fins per linear foot.
3.4 The finned assembly is to be mounted to the rear panel by polyester powder-coated brackets.
4. Controls(Optional)
4.1 The CVEP shall include the following built in control features:
❑operating temperature control
❑magnetic contactor
❑control transformer with 0 120V 0 24V secondary
4.2 The control components shall be factory installed,wired and tested.
5. Terminal Box(For units without transformer or contactor options)
The terminal box shall be constructed of copper free aluminum,to include a grounding lug and to be U.L.listed for Class I hazardous locations
(as indicated in 1.General Specifications above.)
F-66 Chromalox®

Ddesigned to be better'
11IIIUUIIU 100A PIN & SLEEVE WATERTIGHT
a CONNECTOR
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FEATURES& BENEFITS
Three pole. Four wire, Pin and Sleeve Connector. 100 amp, 30/480 volt.
• All P&S Watertight Pin & Sleeve plugs, connectors, receptacles, and inlets bring you the features to
enhance versatility, reliability, and safety.
• North American products come completely ready to wire, for quick, simple installation.
• And all feature chemical-resistant thermoplastic construction.
• Shrouded, nickel-plated, solid-brass pins provide corrosion protection and excellent conductivity.
• An exclusive, hinged cord grip eliminates loose parts that get lost.
• For covering patents, see www.legrand.us/patents.
SPECIFICATIONS
GENERAL INFO
Type: Pin & Sleeve North American Watertight Connector
Number Of Poles: 3
Number Of Wires: 4
LISTING AGENCIES/THIRD PARTY CERTIFICATIONS
CSA Listing Info. No
CUL Listing No: No
cULus: Yes
cURus: No
Federal Spec: No
UL Listing No: No
UN SPSC: 39121403
UR: No
DIMENSIONS
i

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100A PIN & SLEEVE WATERTIGHT PLUG
PS4100r7W
11411.1*-7
sc?/1111111111111c?
/011111111111111
FEATURES&BENEFITS
3 pole, Four wire, Pin and Sleeve Plug. 100 amp, 30/480 vac.
• All P&S Watertight Pin &Sleeve plugs, connectors, receptacles, and inlets bring you the features to
enhance versatility, reliability, and safety.
• North American products come completely ready to wire, for quick, simple installation.
• And all feature chemical-resistant thermoplastic construction.
• Shrouded, nickel-plated, solid-brass pins provide corrosion protection and excellent conductivity.
• An exclusive, hinged cord grip eliminates loose parts that get lost.
• For covering patents, see www.legrand.us/patents.
SPECIFICATIONS
GENERAL INFO
Type: Pin &Sleeve North American Watertight Plug
Number Of Poles: 3
Number Of Wires: 4
LISTING AGENCIES/THIRD PARTY CERTIFICATIONS
CSA Listing Info: No
CUL Listing No: No
cULus:Yes
cURus: No
Federal Spec: No
UL Listing No: No
UN SPSC: 39121403
UR: No
DIMENSIONS
Length (US): 13.40"

PRM Control Panels and
SCADA SystemsA Itil .VI.
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
armme.
Quality Under Control:
PRM is one of the nation's only remediation system integrators who is -- - !
...Ti
Third Party Certified to manufacture UL 508A and 698A Listed control
panels. All of PRM's certified control panels are built in-house and '
undergo rigorous testing to ensure safety and integrity—which is ;, '
paramount in today's climate to reduce risk. PRM systems go through '
_ -
stringent procedures which exceed National Research Training f
WtiKY ��'
Laboratory (NRTL) specifications and standards. _ •
Simply put: PRM systems are safer to operate and maintain. - 4r i
Custom 9• Built For
PRM control�panelscandbe built us ngreither a relay-based logic or
, i
PLC-based logic. PLC-based logic has many benefits including the
1 simplicity of making control changes on the fly to accommodate
process modifications. In addition, PLC-based control systems
provide flexibility for expansion, are extremely reliable, require lesswn
space for hardware, and make troubleshooting easier when
operational issues arise. Each control system is custom designed for
your application and comes complete with a full set of installation and .': 11111
meats 1 wiring diagrams. = u�
SCADA—Your Window to Operations:
Supervisory Control and Data Acquisition (SCADA) allows you to
control your system from a single touch screen mounted on the control
panel-or from a remote location via PC or handheld device if
properly configured with one of our wireless telemetry packages. ,.. '•
SCADA systems seamlessly integrates your system's controls and
operational data in one place making it easier to operate and maintain. n.
SCADA systems are typically integrated in every system we build -or
it can easily be integrated into your existing system as an upgrade.
Some of our control system offerings: :,
• Third Party Certified UL 508A and 698A Control Panels
• Full SCADA Packages
• Telemetry Packages-Wired and Wireless
• PRM High Speed Wireless Service for Connectivity fi -' ,
(no contract required) ,'�-�' -I '~ �
• Control Design and Full CAD Capabilities f I. i 4. : :! r-: T-_�
• Field Diagnosis p r ;�f =,
• Retrofitting and upgrades -" - ,t
• Code Compliance Audits ''--J "ti
I-7
Product Recovery Management, Incorporated
(888) TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • [e-mail]
Butner, NC • Atlanta, GA • Webster, NY • Raymond, NH • Lakeland, FL
*Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. S-03

PRM Telemetry and
Remote Monitoring
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
PRM Telemetry Packages are available for
data collection and monitoring of your _
systems and equipment. X6001
•
Absolute Quality: ... LOGO J f '
..:w .�
• Easy, cost-effective, web-based Si ;,;.,.. �
monitoring for different applications.
• Data-logging records up to 100,000
samples including data, date, and time
SIEMENS SIMATIC HMI
• Receive alarm notifications through a
standard Internet connection ',,,, V, Is
au n H O
• Notifies contacts by e-mail or text «""`r A - 9"" C'r
01151
on
message in the event of an alarm f /
• Make programming changes and access
status conditions online
mom
• Battery back up
Supervisory Control and Data Acquisition
(SCADA) allows you to control your system
PRM Control Panels Offer:
from a single touch screen mounted on the
control panel -or from a remote location via • Third Party Certified UL 508A and 698A
PC or handheld device if properly configured Control Panels
with one of our wireless telemetry packages. • Full SCADA Packages
SCADA systems seamlessly integrates your • Telemetry Packages—Wired and Wireless
system's controls and operational data in one • PRM High Speed Wireless Service for
place making it easier to operate and Connectivity (no contract required)
maintain. SCADA systems are typically • Control Design and Full CAD Capabilities
integrated in every system we build -or can • Field Diagnosis
be easily integrated into your existing system • Retrofitting and upgrades
as an upgrade. • Code Compliance Audits
Product Recovery Management, Incorporated
(888)TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • sales(aprm-net.com
Butner, NC • Atlanta, GA • Webster, NY • Raymond, NH • Lakeland, FL
* Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. P-19

PRM Telemetry and &VI
Remote Monitoring
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
Real Time, Mobile Updates available for
your projects. Show your client how SIEMENS SIMATIC HMI
well their system is performing— right on
your smartphone or tablet!
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Product Recovery Management, Incorporated
(888)TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • salestc7i prm-net.com
Butner, NC • Atlanta, GA • Webster, NY • Raymond, NH • Lakeland, FL
* Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. P-19(2)

ATTACHMENT C
ANALYTICAL MONITORING DATA

SUMMARY OF MAXIMUM CONCENTRATIONS FOR REQUESTED PARAMETERS
NOVEMBER 2015 GROUNDWATER SAMPLING EVENT
SPEEDWAY 7976
TROUTMAN, NORTH CAROLINA
DWM INCIDENT NO. 24101
MID-ATLANTIC JOB NO. 000R1167.34
CHEMICAL CONSTITUENT MAXIMUM CONCENTRATION ASSOCIATED MONITORING WELL
NOVEMBER 2015
Benzene 22.2 ug/L MW-25
Toluene 2.93 ug/L MW-25
Ethylbenzene 16.1 ug/L MW-22
Xylene 131.3 ug/L MW-2
MTBE 9.77 ug/L MW-25
1,2-Dichloroethane ND* Not detected in site monitoring wells
Lead ND* Not detected in site monitoring wells
Phenol ND* Not detected in site monitoring wells
NOTES:
ug/L = micrograms per liter
ND* = Not detected during historical sampling events

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TABLE 4.1
SUMMARY OF HISTORICAL GROUNDWATER QUALITY DATA FOR SELECTED COMPOUNDS
SPEEDWAY#7976(FORMER WILCOHESS#357)
TROUTMAN,NORTH CAROLINA
INCIDENT NO.:24101
MID-ATLANTIC JOB NO.:000R1167.31
GCL 5,000 260,000 84,500 85,500 20,000 6,000 70,000 NL NL NL
NCGQS 1 600 600 500 20 6 70 400 700 200
Ethyl- Total Naph- C5-C8 C9-C18 C9-C22
Well Sample Benzene Toluene MTBE DIPE
benzene Xylenes thalene Aliph Aliph Arom
Number Date (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
MW-24 12/10/12 ND ND ND ND ND ND ND ND ND ND
MW-24 05/28/13 Not sampled per NCDEQ request
MW-24 10/25/13 No sample collected
MW-24 04/25/14 ND ND _ ND ND ND ND ND ND _ ND ND
MW-24 10/10/14 ND ND ND ND ND ND ND ND 220 520
MW-24 11/06/15I I Not sampled per NCDEQ request 1
MW-25 Well did not exist f
MW-25 01/20/12 32.8 0.492J _ 3.97 101.1 8.58 81.5 _ ND ND _ 756 1,097
MW-25 06/01/12 28.6 0.591J 2.42 93.4 6.94 71.9 ND ND _ 785 1,013
MW-25 11/29/12 28.8 ND _ 2.0 102.9 9.7 55.4 ND 104 1,130 921
MW-25 05/28/13 37 ND _ 1.7 120 12 44 ND 73 _ 400 670
MW-25 10/25/13 18 0.48 J _ 0.40 J 65 _ 12 23 _ ND ND _ 160 640
MW-25 04/25/14 26 0.24 J 1.2 100 _ 15 57 _ ND 140 170 1,300
MW-25 10/10/14 21 ND 1.5 91 10 60 ND _ 130 120 640
MW-25 11/06/15 22.2 ND 2.12 92.9 9.77 84.2 ND NR NR NR
MW-26 Well did not exist
MW-26 10/10/14 5.6 ND I 0.73 I 21 I 19 I 6.1 J 0.26 J I ND I 13,000 I 6,370
MW-26 11/06/15 Not sampled per NCDEQ request
GOFORTH- 10/1/2002 ND ND ND ND ND ND ND ND ND ND
WSW#1
GOFORTH- 9/17/2003 ND ND ND ND ND ND ND ND ND ND
WSW#1
GOFORTH- 04/02/04 ND ND ND ND ND ND ND ND ND ND
WSW#1
GOFORTH- 11/01/07 NS NS NS NS NS NS NS NS NS NS
WSW#1 _ _
GOFORTH- 06/24/11 NS NS NS NS NS NS NS NS NS NS
WSW#1I
Notes:
ND-Not detected at or above laboratory's practical quantitation limit
ND°-Laboratory method detection limit exceeds NCGQS
NA-Not Analyzed for this parameter
NR-Laboratory Analysis Not Requested
All concentrations reported in ug/L-micrograms per liter
Bold values exceed NC Groundwater Quality Standards(NCGQS)
Shaded values exceed GCL
J-Estimated Value
Note the following NCGQS changes effective 1/13/10:Ethylbenzene 550 ug/L to 600 ug/L,Toluene 1000 ug/L to 600 ug/L,Total Xylenes 550 ug/L to 500 ug/L,
MTBE 200 ug/L to 20 ug/L,Naphthalene 21 ug/L to 6 ug/L,C5-C8 Aliphatics 420 to 400,C9-C22 Aromatics 210 to 200,and C9-C18 Aliphatics 4,200 to 700
Napthalene result reported by EPA Method 625
VPH analysis only
Page 7 of 7

*ESC A \ ALYTICAL REPORT myESC
L•A•B S•C•I•E•N-C•E•S December 08, 2015
YOUR LAB OF CHOICE
Mid-Atlantic - Speedway NC
Sample Delivery Group: L799583
Samples Received: 11/07/2015
Project Number: R1167.31
Description: Speedway#79761006 Charlotte Hwy,Troutman, NC
Site: 7976
Report To: Mr. Chuck Hoffman
409 Rogers View Court
Raleigh, NC 27610
Entire Report Reviewed By: �^ i n l
0
Cfej
Terrie Fudge
Technical Service Representative
Results relate only to the items tested or calibrated and are reported as rounded values.This test report shall not be
reproduced,except in full,without written approval of the laboratory.Where applicable,sampling conducted by ESC is
performed per guidance provided in laboratory standard operating procedures:060302,060303,and 060304.
I
$ 410
I. IP 111
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<0.0010•0010, 4mmowr,,• 4,ismimmip
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TABLE OF CONTENTS ONE LAB.NATIONWIDE. IR
fC
1Cp:Cover Page 1
2Tc:Table of Contents 2
3Ss:Sample Summary 3
4Cn:Case Narrative 4 Ss
5Sr:Sample Results 5 4Cn
MW-2 L799583-01 5
MW-22 L799583-02 6 5Sr
MW-25 L799583-03 7
6Qc:Quality Control Summary 8 6Qc
Volatile Organic Compounds(GC/MS)by Method 82606 8 AGI
'GI:Glossary of Terms 10
9AI:Accreditations& Locations 11 Al
9Sc:Chain of Custody 12
Sc
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE

SAMPLE SUMMARY ONE LAB.NATIONWIDE.
Collected by Collected date/time Received date/time
MW-2 L799583-01 GW Gary A.Fischer 11/06/15 09:50 11/07/15 09:00
I
Method Batch Dilution Preparation Analysis Analyst
date/time date/time 'TC
Volatile Organic Compounds(GC/MS)by Method 8260B WG828587 1 11/12/15 20:10 11/12/15 20:10 JHH
Collected by Collected date/time Received date/time
MW-22 L799583-02 GW Gary A.Fischer 11/06/15 09:15 11/07/15 09:00 ECn
Method Batch Dilution Preparation Analysis Analyst
date/time date/time
s
Volatile Organic Compounds(GC/MS)by Method 8260B WG828587 1 11/12/15 20:30 11/12/15 20:30 JHH Sr
Collected by Collected date/time Received date/time 6 QC
MW-25 L799583-03 GW Gary A.Fischer 11/06/15 09:50 11/07/15 09:00
Method Batch Dilution Preparation Analysis Analyst GI
date/time date/time
Volatile Organic Compounds(GC/MS)by Method 8260B WG828587 1 11/12/15 20:49 11/12/15 20:49 JHH sAl
9
Sc
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:

CASE NARRATIVE ONE LAB.NATIONWIDE. ipt
All sample aliquots were received at the correct temperature, in the proper containers,with the I\
appropriate preservatives, and within method specified holding times. All MDL(LOD)and RDL(LOQ)
values reported for environmental samples have been corrected for the dilution factor used in the Tc
analysis. All Method and Batch Quality Control are within established criteria except where addressed
in this case narrative, a non-conformance form or properly qualified within the sample results. By my
digital signature below, I affirm to the best of my knowledge, all problems/anomalies observed by the 3Ss
laboratory as having the potential to affect the quality of the data have been identified by the
laboratory, and no information or data have been knowingly withheld that would affect the quality of the
data.
'Sr
s
Qc
AGI
Terrie Fudge °
Technical Service Representative 41
IG SC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:

MW-2 SAMPLE RESULTS - 01 ONE LAB.NATIONWIDE. ait
Collected date/time: 11/06/15 09:50 L799583
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch Cp
Analyte ugh' ugh' ug/1 date/time
Benzene 7.72 0.331 1.00 1 11/12/2015 20:10 WG828587 2Tc
Toluene 2.93 J 0.780 5.00 1 11/12/2015 20:10 WG828587
1 11/12 3 2 15 20:10 WG828587
Ethylbenzene 12.6 0.384 1.00 / 0 SS
m&p-Xylenes 68.8 0.719 2.00 1 11/12/2015 20:10 WG828587
o-Xylene 62.5 0.341 1.00 1 11/12/2015 20:10 WG828587 ECn Methyl tert-butyl ether 1.20 0.367 1.00 1 11/12/2015 20:10 WG828587
Naphthalene 77.0 1.00 5.00 1 11/12/2015 20:10 WG828587
Di-isopropyl ether U 0.320 1.00 1 11/12/2015 20:10 WG828587
(S)Toluone-dS 102 90.0-115 11/12/2015 20:10 WG828587 II
(S)Dibromofluoromethone 97.3 79.0-121 11/12/201520:10 WG828587 6
(S)o,a,a-Trif/uoroto/uene 102 90.4-116 11/12/201520:10 WG828587 Qc
(S)4-Bromof/uorobenzene 109 80.1-120 11/12/201520:10 WG828587
2 G
4Al
Sc
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:

MW-22 SAMPLE RESULTS - 02 ONE LAB.NATIONWIDE. it
Collected date/time: 11/06/15 09:15 L799583
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch I i
Analyte ug/I ug/I ug/I date/time
Benzene 11.6 0.331 1.00 1 11/12/2015 20:30 WG828587 Tc
Toluene U 0.780 5.00 1 11/12/2015 20:30 WG828587
Ethylbenzene 16.1 0.384 1.00 1 11/12/2015 20:30 WG828587 3 S
m&p-Xylenes 21.5 0.719 2.00 1 11/12/2015 20:30 WG828587
o-Xylene 39.6 0.341 1.00 1 11/12/2015 20:30 WG828587 4
Methyl tert-butyl ether 8.93 0.367 1.00 1 11/12/2015 20:30 WG828587 Cn
Naphthalene 76.0 1.00 5.00 1 11/12/2015 20:30 WG828587
Di-isopropyl ether U 0.320 1.00 1 11/12/2015 20:30 WG828587
1111
(S)Toluene-d8 102 90.0-115 11/12/2015 20:30 WG828587
(5)Dibromofluoromethane 98.1 79.0-121 11/12/201520:30 WG828587 6
(5)a,a,o-Trifluorotoluene 103 90.4-116 11/12/201520:30 WG828587 Qc
(S)4-Bromofluorobenzene 105 80.1-120 11/12/201520:30 WG828587
7GI
Al
[Sc
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE.

MW-25 SAMPLE RESULTS - 03 ONE boa.NATIONWIDE. at
Collected date/time: 11/06/15 09:50 L799583
Volatile Organic Compounds (GC/MS) by Method 8260B
Result Qualifier MDL RDL Dilution Analysis Batch C p
Analyte ug/1 ug/I ug/1 date/time
Benzene 22.2 0.331 1.00 1 11/12/2015 20:49 WG828587 Tc
Toluene U 0.780 5.00 1 11/12/2015 20:49 WG828587
Ethylbenzene 2.12 0.384 1.00 1 11/12/2015 20:49 WG828587 3SS
m&p-Xylenes 31.5 0.719 2.00 1 11/12/2015 20:49 WG828587
o-Xylene 61.4 0.341 1.00 1 11/12/2015 20:49 WG828587 a
Methyl tert-butyl ether 9.77 0.367 1.00 1 11/12/2015 20:49 WG828587 Cn
Naphthalene 84.2 1.00 5.00 1 11/12/2015 20:49 WG828587
Di-isopropyl ether U 0.320 1.00 1 11/12/2015 20:49 WG828587
1111
(S)Toluene-d8 102 90.0-115 11/12/201520:49 WG828587
(S)Dibromofluoromethone 99.1 79.0-121 11/12/201520.49 WG828587 6
(S)a,a,a-Trifluoroto/uene 102 90.4-116 11/12/201520:49 WG828587 Qc
(S)4-Bromofluorobenzene 105 80.1-120 11/12/201520.49 WG828587
7 G
8AI
9 S
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
> J Ig. .1030 w 2 Z F o E

GLOSSARY OF TERMS ONE LAB.NATIONWIDE. IA
Abbreviations and Definitions
SDG Sample Delivery Group. ( ( p
1 MDL Method Detection Limit.
RDL Reported Detection Limit. ,Tc
ND,U Not detected at the Reporting Limit(or MDL where applicable).
RPD Relative Percent Difference. 'Ss
(dry) Results are reported based on the dry weight of the sample.[this will only be present on a dry
report basis for soils].
Original Sample The non-spiked sample in the prep batch used to determine the Relative Percent Difference(RPD) 4Cn
from a quality control sample.The Original Sample may not be included within the reported SDG.
(S) Surrogate(Surrogate Standard)-Analytes added to every blank,sample,Laboratory Control
Sample/Duplicate and Matrix Spike/Duplicate;used to evaluate analytical efficiency by measuring [ Sr
recovery.Surrogates are not expected to be detected in all environmental media.
Rec. Recovery. 6 Q
SDL Sample Detection Limit.
MQL Method Quantitation Limit.
Unadj. MQL Unadjusted Method Quantitation Limit. II
c
Qualifier Description Al
J The identification of the analyte is acceptable;the reported value is an estimate.
J6 The sample matrix interfered with the ability to make any accurate determination;spike value is Sc
low.
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:

. ACCREDITATIONS & LOCATIONS ONE LAB.NATIONWIDE. ilk
ESC Lab Sciences Is the only environmental laboratory accredited/certified to support your work nationwide from one location.One phone call,one point of contact,one laboratory.No other
lab is as accessible or prepared to handle your needs throughout the country.Our capacity and capability from our single location laboratory is comparable to the collective totals of the
network laboratories In our Industry.The most significant benefit to our"one location"design is the design of our laboratory campus.The model Is conducive to accelerated productivIty,
decreasing turn-around time,and preventing cross contamination,thus protecting sample integrity.Our focus on premium quality and prompt service allows us to be YOUR LAB OF CHOICE. i
-FT-
State Accreditations
Alabama 40660 Nevada TN-03-2002-34
Alaska UST-080 New Hampshire 2975 S~
Arizona AZ0612 New Jersey—NELAP TN002
Arkansas 88-0469 New Mexico TN00003 "Cn
California 01157CA New York 11742
Colorado TN00003 North Carolina Env375
Conneticut PH-0197 North Carolina' DW21704 Si
Florida E87487 North Carolina 2 41
Georgia NELAP North Dakota R-140
Georgia' 923 Ohio—VAP CL0069 6Qc
Idaho TN00003 Oklahoma 9915
Illinois 200008 Oregon TN200002
Indiana C-TN-01 Pennsylvania 68-02979 FT
Iowa 364 Rhode Island 221
Kansas E-10277 South Carolina 84004 8
Kentucky' 90010 South Dakota n/a Al
Kentucky 2 16 Tennessee" 2006
Louisiana A130792 Texas T 104704245-07-TX
Maine TN0002 Texas 5 LAB0152 Sc
Maryland 324 Utah 6157585858
Massachusetts M-TN003 Vermont VT2006
Michigan 9958 Virginia 109
Minnesota 047-999-395 Washington C1915
Mississippi TN00003 West Virginia 233
Missouri 340 Wisconsin 9980939910
Montana CERT0086 Wyoming A2LA
Nebraska NE-OS-15-05
Third Party & Federal Accreditations
A2LA—ISO 17025 1461.01 AIHA 100789
A2LA—ISO 170255 1461.02 DOD 1461.01
Canada 1461.01 USDA S-67674
EPA—Crypto TN00003
Drinking Water z Underground Storage Tanks 3.Aquatic Toxicity <.Chemical/Microbiological 5_Mold "a Accreditation not applicable
Our Locations
ESC Lab Sciences has sixty-four client support centers that provide sample pickup and/or the delivery of sampling supplies.If you would like assistance from one of our support offices,please
contact our main office.ESC Lab Sciences performs all testing at our central laboratory.
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ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:

anr`'nany Name/Address: Billing,Information —
Analysis/Container/Preservative Cham of Custody 6 e
Mid-Atlantic Associates, Inc. I r -
409 Rogers View CtliESC
Raleigh, NC 27610 !i f
I i. n.P �, C.if-. NC E9
F2eport to: Email To:
.. -- -� IYO 4 •I UR AN OF CO,CE
Mass r.n.rM.SS Q, a
Chuck Hoffman [e-mail] �M H het.7s117:1,22
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Project City/State tMn.:lpC J5J-sase �,'r
Descript ion:
Speedway #7976 corlecre ,el,1
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Collet b )signal e): ; Result eeded Template:
Rush? (Lab MUST Be Notched) _ J
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No Yes
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packed on ice N Y Three p 25% FAX? NO _Yes do _ �tJdat?
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Remarks \ _ 6'0— 114f_97,..1�1`>� ��.' f�G%x �/ /�� c F'I A ita�► w — HOId!! _—,�
-Reit h -( i8 ) Date: Time: Received by iS�tgnat:nr;•
j � r���6�r j Samples returned via: 0 UPS ]]
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quished by''Signature) ' Date: Time: Received by:(Signatuiel ; �i.l ^_
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1 of 1 Chain-of-Custody-Record COC ID#00041528
Speedway Project Information Lab Information
Speedway Store#: 7976 Facility ID 0-032304 Lab: Environmental Science Corporation
Address: 1006 Charlotte Hwy Consultant: Mid-Atlantic Associates,Inc.-Raleigh,NC
1E2 City: Troutman State: NC Project Mgr: Patrick Robert Kelly
Phone#: 0:937-863 7642 x Fax#: Fax:[phone] Address: 2217 Matthews Township Parkway,Suite D#234, Matthews,NC 20105
tN AROUND TIME Speedway Proj.Mgr: Mr Keith Andrew Hughes **INVOICE TO SPEEDWAY** Phone#: Fax#:
tTANDARD AFE#: 150049 Work Order#: 1100637688 Sampler: Gary Fisher
Shipped: FedExp
Tracking#: 652919009081
ID Date/Time Sampled Matrix Count Container Type Preservative Analysis to be Performed Method Remarks
11/06/2015 09:50am W 2 VOA-40 MILL HCL BTEX/MTBE/IPE/Naph 602
11/06/2015 09:15am W 2 VOA-40 MILL HCL BTEX/MTBE/IPE/Naph 602
11/06/2015 10:45am W 2 VOA-40 MILL HCL BTEX/MTBE/IPE/Naph 602
4 by: Date Time Received by: Date Time
4 by: Date Time Received by laboratory: Data Time
ening Requirements: Lab Notes: Temp
ty LLC. 1/1 https://www.speedway-ids.com

ALTERNATIVES TO DIRECT DISCHARGE ANALYSIS
APPLICATION FOR COVERAGE UNDER GENERAL PERMIT NCG510000
The subject site is the Speedway 7976 (former WilcoHess 357)facility located at 1343 Rock
Barn Road in Troutman, Iredell County, North Carolina. A mobile Dual-Phase Extraction
(DPE) system has been designed/constructed to address the diesel fuel release at the site.
The system effluent was intended for discharge to the Town of Mooresville's Publicly-Owned
Treatment Works (POTW), which accepts wastewater discharges from the Town of
Troutman. Although initial discussions with the Industrial Pretreatment Coordinator for the
POTW indicated they would be able to accept the discharge pending review of a completed
permit application package, subsequent discussions indicated the POTW would not be able
to accept the discharge due to: (1) the maximum discharge volume from the Town of
Troutman to the Town of Mooresville's POTW already being at or near the maximum
allowable capacity; and (2)the Town of Mooresville's discharge to surface water accounting
for approximately 95% of the flow to the receiving stream. Additionally, as later noted, the
Town of Mooresville's Sewer Use Ordinance does not allow the POTW to accept wastewater
from petroleum-related discharges. Based on this information and an additional alternatives
analysis, it was determined that the most technologically feasible, cost effective and viable
option for discharge of the system effluent would be under an NPDES General Permit for
discharge to the nearby Kerr Branch (Note: the point of discharge would be tied into an
existing on-site storm sewer system, which then discharges to Kerr Branch).
Please note that the site is also covered under an existing NPDES General Permit for
stormwater discharges (NCG080170). Stormwater runoff from the site is directed into a
series of storm drains, drop inlets and french drains (located along the perimeter of the
fueling canopy for the diesel fuel dispensers), which flow to an existing on-site oil/water
separator and ultimately discharge off-site to Kerr Branch. Kerr Branch is not listed on the
North Carolina 303(d) list of impaired waters and is not listed as a waterbody with an
established Total Maximum Daily Load (TMDL).
The purpose of this alternatives analysis is to provide justification for discharging DPE
system effluent directly to surface water and to demonstrate that direct discharge is the
most environmentally sound alternative selected from all reasonably cost-effective
options. As such, this analysis provides a general evaluation of the following potential
wastewater disposal alternatives:
• Connection to a municipal or regional sewer collection system;
• Subsurface disposal (nitrification fields, infiltration galleries, injection wells);
• Spray irrigation; and
• Direct discharge to surface waters.
These alternatives were evaluated in accordance with Item 10 on Page 3 of the Notice of
Intent Application for Coverage under General Permit NCG5100000.

Alternative A - Connection to a Municipal or Regional Sewer Collection System
Prior to the preparation of a New Technology Cleanup Plan (NTCP), verbal approval to
discharge treated groundwater from a mobile DPE system was granted by the Town of
Mooresville's Industrial Pretreatment Coordinator (which accepts wastewater discharges
from the Town of Troutman), pending submittal and approval of an Industrial User
Wastewater Survey and Permit Application. However, based on additional information
and subsequent discussions with POTW personnel, it was determined that the POTW
would not be able to accept the discharge, as stated previously. The Town of Mooresville
issued the following statement on July 12, 2017:
"Per the Town of Mooresville's Sewer Use Ordinance we do not accept any
petroleum discharge. We also do not accept any type of reclaim or ground
remediation. Our suggestion would be to capture and haul to a facility that accepts
these types of discharges"
A copy of the above correspondence is provided as an attachment for reference. Please
note that the recommended "capture and haul" approach would be extremely costly and,
as such, is not considered economically feasible and/or a viable approach for site
remediation.
Alternative B — Subsurface Disposal
Boring logs from previous site assessment and monitoring well installations at the site
were reviewed to help determine hydraulic loading to the groundwater for evaluation of a
subsurface disposal alternatives (including nitrification field, subsurface infiltration gallery
and injection wells). The boring logs indicate that the underlying soils primarily consist of
silty clays (CL) and silts/clayey silts (ML) per the Unified Soil Classification System
(USCS). These soil types are typically associated with low infiltration capacities (tight
soils), which result in extended surface ponding of water and discredits the use of
nitrification fields, infiltration galleries and/or injection wells as alternatives to direct
discharge. Therefore, subsurface disposal does not appear to be a technically feasible
alternative. Soil boring logs also provided as an attachment for reference.
Alternative C — Spray Irrigation
Land application via spray irrigation is not considered a feasible alternative at the site due
to the impervious surface area of the subject property (>95% paved/developed surfaces).
Spray irrigation is also not considered economically feasible when evaluating the potential
costs that would be associated with the purchase of the nearest, reasonably priced
(<$1 ,000,000) undeveloped parcel with sufficient acreage (excluding the NCDOT Right-
of-Ways and protected properties for Interstate 1-77 and NC Highway 21 ), in addition to
the estimated costs for trenching and the associated equipment installation. Review of
the Iredell County GIS identified one possible undeveloped parcel of land approximately
650 feet to the southeast of the subject property. The property (Parcel ID Number 4740-
93-1615) consists of approximately 1 .43 acres and is located at 1096 Charlotte Highway.

It is assumed that the current property owner would be willing to sell the property at or
near the appraised value for the purposes of this evaluation. According to Iredell County
Tax records, the current assessed value of the property is $292,740. Approximately 3,000
ft2 of asphalt removal and replacement would be required to run the trenching/piping to
the adjacent property (600 linear feet X 5 feet in width), as shown below.
Estimated Construction Cost:
Land acquisition $ 292,740
Asphalt removal and disposal (3,000 ft2 @ $3.50/ft2) $ 10,500
Asphalt replacement (3,000 ft2 @ $2.00/ft2) $ 6,000
Spray irrigation system construction $ 35,000
Legal fee (15% of land acquisition) $ 43,911
Engineering fee (12.5% construction cost) $ 4,375
Total Construction Cost $ 392,526
Estimated Annual Recurring Cost:
Labor to monitor spray irrigation system ($1,000/month) $ 12,000
Repair fund ($500/month) $ 6,000
Non-Discharge Permit Fee ($1,000/year) $ 1,000
Total Annual Cost $ $19,000
Present value for 10 year period and EPA discount rate of 5.875%
PV = $392,526 + $19,000[{(1+0.05875)10-1}/{0.05875(1+0.05875)10}]
PV = $532,526
*Please note that the above costs do not include capital costs and operational costs for
the DPE system, as these costs would be considered constants regardless of the chosen
method for fluid disposal (i.e. only costs for disposal after DPE construction and
groundwater treatment have been included in this evaluation).
Alternative D — Direct Discharge to Surface Waters
Using this approach, treated groundwater will flow to an existing on-site oil/water
separator, which connects to the Town of Troutman Municipal Separate Storm Sewer
System (MS4)and runs southeast prior to ultimately discharging to Kerr Branch. Quarterly
monitoring will be required under NCG510000 to ensure the discharge is not exceeding
the standards outlined in the permit. Approximately 375 ft2 of asphalt removal, disposal
and replacement would also be required to run the trenching/piping to the storm sewer
(75 linear feet X 5 feet in width), as outlined on the following page.

Chuck Hoffman
From: Brackett, Eric <[e-mail]>
Sent: Wednesday, July 12, 2017 1:59 PM
To: Chuck Hoffman
Cc: Levis, Jamie; Campbell,Jeff; Brackett, Eric
Subject: Speedway 7976 located at 1006 Charlotte Highway in Troutman, NC
Follow Up Flag: Follow up
Flag Status: Flagged
Mr. Hoffman,
Per The Town of Mooresville's Sewer Use Ordinance we do not accept any petroleum discharge. We also do not accept
any type of reclaim or ground remediation. Our suggestion would be to capture and haul to a facility that accepts these
types of discharges.
Thank you,
Eric Brackett
Environmental Compiance
Town of Mooresville
704-662-3051
1

DEPTH DESCRIPTION
(FEET)
5.0 - 7.0 Red Silt/clay with quartz and mica fragments
10.0 — 12.0 Red Silt/clay with quartz and mica fragments
15.0 — 17.0 Red Silt/clay with quartz and mica fragments
20.0 —22.0 Red Silt/clay with quartz and mica fragments; relict features
25.0 —27.0 Red Silt/clay with quartz and mica fragments; relict features
layered
30.0 —32.0 Partially weathered rock
Boring terminated at 32.0 feet
TEST BORING LOG
BORING NUMBER: MW-1
DATE DRILLED: 02/27/02
REMARKS: Boring advanced using PROJECT NUMBER: 000R1167.01
hollow stem augers. Type II Monitoring PROJECT: WILCO TRUCK PLAZA
Well Installed Upon Boring Completion. #357
See Well Construction Record for Details. PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
3.0 — 5.0 Red silty micaceous clay (8" asphalt)
8.0 - 10.0 Red silty micaceous clay
13.0 — 15.0 Red silty micaceous clay
18.0 —20.0 Red sandy micaceous silt/clay
23.0 — 25.0 Brown sandy micaceous silt/clay
28.0 — 30.0 Brown sandy micaceous silt/clay
Boring terminated at 30 feet.
TEST BORING LOG
BORING NUMBER: MW-2
REMARKS: Boring advanced using DATE DRILLED: 04/18/02
PROJECT NUMBER: 000R1167.01
hollow stem augers. Type II Monitoring PROJECT: WILCO TRUCK PLAZA
Well Installed Upon Boring Completion. #357
See Well Construction Record for Details. PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
3.0 — 5.0 Red silty micaceous clay (8" asphalt)
8.0 - 10.0 Red silty micaceous clay
13.0 — 15.0 Orange-tan micaceous sandy silt with quartz fragments
18.0 —20.0 Brown sandy micaceous silt/clay
23.0 — 25.0 Brown sandy micaceous silt/clay
28.0 —30.0 Brown sandy micaceous silt/clay
Boring terminated at 30 feet
TEST BORING LOG
BORING NUMBER: MW-3
REMARKS: Boring advanced using DATE DRILLED: 04/18/02
hollow stem augers. Type II Monitoring PROJECT NUMBER: 000R1167.01
Well Installed Upon Boring Completion. PROJECT: WILCO TRUCK PLAZA
See Well Construction Record for Details. #357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
3.0 — 5.0 Red silty clay (12" asphalt)
8.0 - 10.0 Red silty clay
13.0 — 15.0 Orange-tan micaceous silt/clay with quartz fragments
18.0 —20.0 Orange-tan micaceous silt/clay with quartz fragments
23.0 —25.0 Pink-white micaceous silty sand with quartz fragments
28.0 —30.0 Tan micaceous silt
Boring terminated at 30 feet
TEST BORING LOG
BORING NUMBER: MW-4
REMARKS: Boring advanced using DATE DRILLED: 04/18/02
hollow stem augers. Type II Monitoring PROJECT NUMBER: 000R1167.01
Well Installed Upon Boring Completion. PROJECT: WILCO TRUCK PLAZA
See Well Construction Record for Details. #357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
3.0 — 5.0 Red silty micaceous clay
8.0 - 10.0 Red micaceous clayey SILT
13.0 — 15.0 Red micaceous clayey SILT
18.0 —20.0 Red micaceous clayey SILT
23.0 —25.0 Red micaceous clayey SILT
28.0 —30.0 Red micaceous clayey SILT
Boring terminated at 30 feet
TEST BORING LOG
BORING NUMBER: MW-5
REMARKS: Boring advanced using DATE DRILLED: 04/18/02
hollow stem augers. Type II Monitoring PROJECT NUMBER: 000R1167.01
Well Installed Upon Boring Completion. PROJECT: WILCO TRUCK PLAZA
See Well Construction Record for Details. #357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
3.0 — 5.0 Red micaceous clayey SILT
8.0 - 10.0 Red micaceous clayey SILT
13.0 — 15.0 Tan-orange micaceous clayey SILT
18.0 —20.0 Tan-orange micaceous clayey SILT
23.0 —25.0 Tan-orange micaceous clayey SILT, slight petroleum odor, 3"
quartz vein at 24 feet
27.0 Became saturated in petroleum
28.0 — 30.0 Orange-pink silty SAND
Boring terminated at 34 feet
TEST BORING LOG
BORING NUMBER: MW-6
REMARKS: Boring advanced using air DATE DRILLED: 09/23/02
rotary. Type II Monitoring Well Installed PROJECT NUMBER: 000R1167.01
Upon Boring Completion. See Well PROJECT: WILCO TRUCK PLAZA
Construction Record for Details. #357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
3.0 — 5.0 Red micaceous clayey SILT
8.0 - 10.0 Red micaceous clayey SILT, slight petroleum odor
13.0 — 15.0 Tan-orange micaceous clayey SILT, slight petroleum odor
18.0 —20.0 Gray-tan micaceous clayey SILT, strong odor
23.0 —25.0 Gray-white micaceous clayey SILT, strong odor
27.0 Became wet
28.0 — 30.0 Orange-pink micaceous clayey SILT, strong odor
Boring terminated at 33 feet
TEST BORING LOG
BORING NUMBER: MW-7
REMARKS: Boring advanced using air DATE DRILLED: 09/23/02
rotary. Type II Monitoring Well Installed PROJECT NUMBER: 000R1167.01
Upon Boring Completion. See Well PROJECT: WILCO TRUCK PLAZA
Construction Record for Details. #357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
3.0 — 5.0 Red silty clay
8.0 - 10.0 Red silty CLAY
13.0 — 15.0 Orange micaceous clayey SILT
18.0 —20.0 Tan-brown micaceous clayey SILT
23.0 —25.0 Tan-white micaceous silty fine-grained SAND
28.0 — 30.0 Tan-white micaceous silty fine-grained SAND, became wet at 28
feet
Boring terminated at 34 feet
TEST BORING LOG
BORING NUMBER: MW-8
REMARKS: Boring advanced using air DATE DRILLED: 09/23/02
rotary. Type II Monitoring Well Installed PROJECT NUMBER: 000R1167.01
Upon Boring Completion. See Well PROJECT: WILCO TRUCK PLAZA
Construction Record for Details. #357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
3.0 — 5.0 Red-brown clayey SILT (backfill)
8.0 - 10.0 Red clayey SILT (backfill)
13.0 — 15.0 Red clayey SILT (backfill)
18.0 —20.0 Tan-white clayey SILT
23.0 —25.0 White silty fine-grained SAND, became wet at 25 feet
28.0 — 30.0 Tan-white silty fine-grained micaceous SAND
Boring terminated at 33 feet
TEST BORING LOG
BORING NUMBER: MW-9
REMARKS: Boring advanced using air DATE DRILLED: 09/24/02
rotary. Type II Monitoring Well Installed PROJECT NUMBER: 000R1167.01
Upon Boring Completion. See Well PROJECT: WILCO TRUCK PLAZA
Construction Record for Details. #357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
3.0 — 5.0 Red-brown clayey SILT (backfill)
8.0 - 10.0 Red-orange micaceous clayey SILT (backfill to 9 feet)
13.0 — 15.0 Tan-white silty coarse-grained SAND with quartz fragments
18.0 —20.0 Tan-white silty coarse-grained SAND with quartz fragments
23.0 —25.0 Brown-tan silty coarse-grained SAND with quartz fragments
28.0 — 30.0 Brown-tan silty fine- to medium-grained SAND
Boring terminated at 35 feet
TEST BORING LOG
BORING NUMBER: MW-10
REMARKS: Boring advanced using air DATE DRILLED: 09/24/02
rotary. Type II Monitoring Well Installed PROJECT NUMBER: 000R1167.01
Upon Boring Completion. See Well PROJECT: WILCO TRUCK PLAZA
Construction Record for Details. #357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
0.0 — 55.0 No samples collected
Boring terminated at 55 feet
TEST BORING LOG
BORING NUMBER: MW-10D
REMARKS: Boring advanced using DATE DRILLED: 11/20/02
air/mud rotary. Type III Monitoring Well PROJECT NUMBER: 000R1167.01
Installed Upon Boring Completion. See PROJECT: WILCO TRUCK PLAZA
Well Construction Record for Details. #357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH
(FEET) DESCRIPTION
3.0 — 5.0 Red micaceous clayey SILT, relic stringer at 5 feet
8.0 - 10.0 Red micaceous clayey SILT, 1" quartz vein at 9 feet
13.0 — 15.0 Red micaceous clayey SILT
18.0 —20.0 Red micaceous clayey SILT
23.0 —25.0 Red micaceous clayey SILT
26.0 Became wet
28.0 —30.0 Red micaceous clayey SILT
Boring terminated at 33 feet
TEST BORING LOG
BORING NUMBER: MW-11
REMARKS: Boring advanced using air DATE DRILLED: 09/24/02
rotary. Type II Monitoring Well Installed PROJECT NUMBER: 000R1167.01
Upon Boring Completion. See Well PROJECT: WILCO TRUCK PLAZA
Construction Record for Details. #357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
3.0 — 5.0 Red-brown micaceous clay with fine- to coarse-grained sand
8.0 - 10.0 Red-brown micaceous silty CLAY
13.0 — 15.0 Red-brown micaceous SILT with fine-grained sand
18.0 —20.0 Light brown fine-grained sandy micaceous SILT
23.0 —25.0 Light brown fine-grained sandy micaceous SILT, became wet at
25 feet
28.0 — 30.0 Light brown-gray micaceous SILT with fine-grained sand
Boring terminated at 33 feet
TEST BORING LOG
BORING NUMBER: MW-12
REMARKS: Boring advanced using DATE DRILLED: 11/19/02
hollow stem augers. Type II Monitoring PROJECT NUMBER: 000R1167.01
Well Installed Upon Boring Completion. PROJECT: WILCO TRUCK PLAZA
See Well Construction Record for Details. #357
PAGE 1OF1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
3.0 — 5.0 Red-brown micaceous clay with fine-grained sand
8.0 - 10.0 Red-brown micaceous CLAY with medium-grained sand
13.0 — 15.0 Red-brown fine-grained sandy micaceous SILT
18.0 —20.0 Light brown-red brown micaceous SILT with medium-grained sand
23.0 —25.0 Red-orange-brown micaceous SILT
26.0 Became wet
28.0 —30.0 Gray micaceous silty fine-grained SAND
Boring terminated at 33 feet
TEST BORING LOG
BORING NUMBER: MW-13
REMARKS: Boring advanced using DATE DRILLED: 11/19/02
hollow stem augers. Type II Monitoring PROJECT NUMBER: 000R1167.01
Well Installed Upon Boring Completion. PROJECT: WILCO TRUCK PLAZA
See Well Construction Record for Details. #357
PAGE 1OF1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
3.0 — 5.0 Red-brown micaceous clay with fine-grained sand
8.0 - 10.0 Red-brown micaceous silty CLAY with 3-4cm quartz lenses
13.0 — 15.0 Red-brown-gray micaceous SILT with fine-grained sand
18.0 —20.0 Light brown micaceous SILT with medium-grained sand
23.0 —25.0 Gray-Black fine- to coarse-grained SAND with silt
26.0 Became wet
28.0 —30.0 Gray-Black fine- to coarse-grained SAND with silt
Boring terminated at 33 feet
TEST BORING LOG
BORING NUMBER: MW-14
REMARKS: Boring advanced using DATE DRILLED: 11/19/02
hollow stem augers. Type II Monitoring PROJECT NUMBER: 000R1167.01
Well Installed Upon Boring Completion. PROJECT: WILCO TRUCK PLAZA
See Well Construction Record for Details. #357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
2.0 — 4.0 Red-brown micaceous CLAY
6.0 — 8.0 Red-brown micaceous CLAY
10.0 — 12.0 Red-brown micaceous CLAY
14.0 —16.0 Light brown-red brown micaceous silty CLAY
18.0 —20.0 Light brown-medium brown micaceous SILT with fine-grained
sand
Boring terminated at 20 feet
TEST BORING LOG
BORING NUMBER: GP-1
DATE DRILLED: 11/21/02
REMARKS: Boring advanced using PROJECT NUMBER: 000R1167.01
direct push Geoprobe. PROJECT: WILCO TRUCK PLAZA
#357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
2.0 — 4.0 Red-brown micaceous CLAY, trace fine subangular gravel, weak
petroleum odor
6.0 — 8.0 Red-brown micaceous CLAY, trace fine subangular gravel, strong
petroleum odor
10.0 — 12.0 Light brown micaceous silty CLAY, weak petroleum odor
14.0 —16.0 Medium brown-red brown micaceous silty CLAY, weak petroleum
odor
0
18.0 —20.0 Light brown micaceous SILT, weak petroleum odor
Boring terminated at 20 feet
TEST BORING LOG
BORING NUMBER: GP-2
DATE DRILLED: 11/21/02
REMARKS: Boring advanced using PROJECT NUMBER: 000R1167.01
direct push Geoprobe. PROJECT: WILCO TRUCK PLAZA
#357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
2.0 —4.0 Red-brown micaceous CLAY with fine- to coarse-grained sand
6.0 —8.0 Red-brown micaceous silty CLAY
10.0 — 12.0 Red brown-medium brown micaceous SILT with fine-grained sand
14.0 —16.0 Light brown micaceous SILT with fine-grained sand
18.0 —20.0 Light brown micaceous SILT with fine-grained sand
Boring terminated at 20 feet
TEST BORING LOG
BORING NUMBER: GP-3
DATE DRILLED: 11/21/02
REMARKS: Boring advanced using PROJECT NUMBER: 000R1167.01
direct push Geoprobe. PROJECT: WILCO TRUCK PLAZA
#357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
2.0 —4.0 Red-brown micaceous CLAY with fine-grained sand
6.0 — 8.0 Red-brown micaceous CLAY with fine-grained sand
10.0 — 12.0 Red brown-light brown micaceous silty CLAY, weak petroleum
odor
14.0 —16.0 Light brown micaceous SILT with fine-grained sand, strong
petroleum odor
18.0 —20.0 Medium brown micaceous CLAY with coarse-grained sand, strong
petroleum odor
Boring terminated at 20 feet
TEST BORING LOG
BORING NUMBER: GP-4
DATE DRILLED: 11/21/02
REMARKS: Boring advanced using PROJECT NUMBER: 000R1167.01
direct push Geoprobe. PROJECT: WILCO TRUCK PLAZA
#357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
2.0 — 4.0 Clay/gravel (reworked backfill)
6.0 — 8.0 Clay/gravel (reworked backfill)
10.0 — 12.0 Red-brown micaceous CLAY
14.0 —16.0 Medium brown micaceous silty CLAY with medium-grained sand,
weak petroleum odor
18.0 —20.0 Medium brown fine- to coarse-grained sandy micaceous SILT,
moderate petroluem odor
Boring terminated at 20 feet
TEST BORING LOG
BORING NUMBER: GP-5
DATE DRILLED: 11/21/02
REMARKS: Boring advanced using PROJECT NUMBER: 000R1167.01
direct push Geoprobe. PROJECT: WILCO TRUCK PLAZA
#357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
2.0 — 4.0 Red-brown micaceous CLAY with coarse-grained sand
6.0 — 8.0 Red-brown micaceous silty CLAY
10.0 — 12.0 Red brown-light brown micaceous SILT, weak petroleum odor
14.0 —16.0 Light brown-medium brown micaceous SILT with fine-grained
sand, weak petroleum odor
18.0 —20.0 Light brown-medium brown micaceous SILT with fine-grained
sand, weak petroleum odor
Boring terminated at 20 feet
TEST BORING LOG
BORING NUMBER: GP-6
DATE DRILLED: 11/21/02
REMARKS: Boring advanced using PROJECT NUMBER: 000R1167.01
direct push Geoprobe. PROJECT: WILCO TRUCK PLAZA
#357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
2.0 —4.0 Red-brown micaceous CLAY
6.0 — 8.0 Red-brown micaceous CLAY, weak petroleum odor
10.0 — 12.0 Red-brown micaceous silty CLAY with fine-grained sand, weak
petroleum odor
14.0 —16.0 Medium brown micaceous SILT, weak petroleum odor
18.0 —20.0 Medium brown micaceous SILT, moderate petroleum odor
Boring terminated at 20 feet
TEST BORING LOG
BORING NUMBER: GP-7
DATE DRILLED: 11/21/02
REMARKS: Boring advanced using PROJECT NUMBER: 000R1167.01
direct push Geoprobe. PROJECT: WILCO TRUCK PLAZA
#357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
2.0 — 4.0 Red-brown micaceous CLAY with coarse-grained sand, weak
petroleum odor
6.0 —8.0 Red-brown micaceous CLAY with 3-4cm quartz lenses, moderate
petroleum odor
10.0 — 12.0 Red-brown micaceous silty CLAY, moderate petroleum odor
14.0 —16.0 Medium brown micaceous SILT with fine-grained sand, moderate
petroleum odor
18.0 —20.0 Medium brown micaceous SILT with fine-grained sand, moderate
petroleum odor
Boring terminated at 20 feet
TEST BORING LOG
BORING NUMBER: GP-8
DATE DRILLED: 11/21/02
REMARKS: Boring advanced using PROJECT NUMBER: 000R1167.01
direct push Geoprobe. PROJECT: WILCO TRUCK PLAZA
#357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
2.0 —4.0 Red-brown micaceous CLAY with fine-grained sand
6.0 — 8.0 Red-brown micaceous silty CLAY, weak petroleum odor
10.0 — 12.0 Red-brown micaceous SILT, weak petroleum odor
14.0 —16.0 Medium brown micaceous SILT with fine-grained sand, weak
petroleum odor
18.0 —20.0 Medium brown micaceous SILT with fine-grained sand, moderate
petroleum odor
Boring terminated at 20 feet
TEST BORING LOG
BORING NUMBER: GP-9
DATE DRILLED: 11/21/02
REMARKS: Boring advanced using PROJECT NUMBER: 000R1167.01
direct push Geoprobe. PROJECT: WILCO TRUCK PLAZA
#357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
2.0 —4.0 Red-brown micaceous CLAY with coarse-grained sand
6.0 — 8.0 Medium brown micaceous silty CLAY, weak petroleum odor
10.0 — 12.0 Light brown micaceous SILT, weak petroleum odor
14.0 —16.0 Light brown micaceous SILT with fine-grained sand, weak
petroleum odor
18.0 —20.0 Light brown micaceous SILT with fine-grained sand, moderate
petroleum odor
Boring terminated at 20 feet
TEST BORING LOG
BORING NUMBER: GP-10
DATE DRILLED: 11/21/02
REMARKS: Boring advanced using PROJECT NUMBER: 000R1167.01
direct push Geoprobe. PROJECT: WILCO TRUCK PLAZA
#357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
2.0 —4.0 Red-brown micaceous CLAY with fine- to coarse-grained sand,
weak petroleum odor
6.0 — 8.0 Red-brown micaceous CLAY, weak petroleum odor
10.0 — 12.0 Red-brown micaceous silty CLAY, weak petroleum odor
14.0 —16.0 Red-brown micaceous SILT, moderate petroleum odor
18.0 —20.0 Medium brown micaceous SILT with fine-grained sand, moderate
petroleum odor
Boring terminated at 20 feet
TEST BORING LOG
BORING NUMBER: GP-11
DATE DRILLED: 11/21/02
REMARKS: Boring advanced using PROJECT NUMBER: 000R1167.01
direct push Geoprobe. PROJECT: WILCO TRUCK PLAZA
#357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
2.0 —4.0 Red-brown micaceous CLAY with fine-grained sand, weak
petroleum odor
6.0 — 8.0 Red-brown micaceous CLAY with fine-grained sand, weak
petroleum odor
10.0 — 12.0 Light brown micaceous SILT, weak petroleum odor
14.0 —16.0 Medium brown micaceous SILT with fine-grained sand, moderate
petroleum odor
18.0 —20.0 Medium brown micaceous SILT, moderate petroleum odor
Boring terminated at 20 feet
TEST BORING LOG
BORING NUMBER: GP-12
DATE DRILLED: 11/21/02
REMARKS: Boring advanced using PROJECT NUMBER: 000R1167.01
direct push Geoprobe. PROJECT: WILCO TRUCK PLAZA
#357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
2.0 —4.0 Red-brown micaceous CLAY with fine- to medium-grained sand,
weak petroleum odor
6.0 — 8.0 Red-brown micaceous CLAY, weak petroleum odor
10.0 — 12.0 Red-brown micaceous silty CLAY, moderate petroleum odor
14.0 —16.0 Medium brown micaceous SILT with fine-grained sand, moderate
petroleum odor
18.0 —20.0 Medium brown micaceous SILT with fine-grained sand, strong
petroleum odor
Boring terminated at 20 feet
TEST BORING LOG
BORING NUMBER: GP-13
DATE DRILLED: 11/21/02
REMARKS: Boring advanced using PROJECT NUMBER: 000R1167.01
direct push Geoprobe. PROJECT: WILCO TRUCK PLAZA
#357
PAGE 1OF1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
2.0 —4.0 Red-brown micaceous CLAY with fine-grained sand
6.0 — 8.0 Red-brown micaceous CLAY with fine-grained sand, weak
petroleum odor
10.0 — 12.0 Red-brown micaceous silty CLAY, weak petroleum odor
14.0 —16.0 Red-brown micaceous silty CLAY, strong petroleum odor
18.0 —20.0 Medium brown micaceous SILT with coarse-grained sand, strong
petroleum odor
Boring terminated at 20 feet
TEST BORING LOG
BORING NUMBER: GP-14
DATE DRILLED: 11/21/02
REMARKS: Boring advanced using PROJECT NUMBER: 000R1167.01
direct push Geoprobe. PROJECT: WILCO TRUCK PLAZA
#357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
2.0 —4.0 Red-brown micaceous CLAY with fine-grained sand
6.0 — 8.0 Red-brown micaceous CLAY with fine-grained sand, slight black
staining, moderate petroleum odor
10.0 — 12.0 Red-brown micaceous CLAY with fine-grained sand, slight black
staining, moderate petroleum odor
14.0 —16.0 Medium brown micaceous siltyCLAY, moderate black staining,
strong petroleum odor
18.0 —20.0 Medium brown micaceous SILT with fine-grained sand, moderate
black staining, strong petroleum odor
Boring terminated at 20 feet
TEST BORING LOG
BORING NUMBER: GP-15
DATE DRILLED: 11/22/02
REMARKS: Boring advanced using PROJECT NUMBER: 000R1167.01
direct push Geoprobe. PROJECT: WILCO TRUCK PLAZA
#357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

DEPTH DESCRIPTION
(FEET)
2.0 —4.0 Red-brown micaceous CLAY with fine- to coarse-grained sand
6.0 —8.0 Red-brown micaceous CLAY, weakp etroleum odor
10.0 — 12.0 Red brown-medium brown micaceous silty CLAY, weak petroleum
odor
14.0 —16.0 Medium brown-light brown micaceous SILT, weak petroleum odor
18.0 —20.0 Medium brown-light brown micaceous SILT, weak petroleum odor
Boring terminated at 20 feet
TEST BORING LOG
BORING NUMBER: GP-16
DATE DRILLED: 11/22/02
REMARKS: Boring advanced using PROJECT NUMBER: 000R1167.01
direct push Geoprobe. PROJECT: WILCO TRUCK PLAZA
#357
PAGE 1 OF 1
MID-ATLANTIC ASSOCIATES, P.A.
The Environmental Solutions People

Iredell County
Property Data
Parcel Number:4740931615.000
Inquiry Date: 11/28/2017
Disclaimer: While every effort is made to keep information provided over the Internet accurate and up-to-date,the County does not certify
the authenticity or accuracy of such information.No warranties,express or implied,are provided for the records and/or mapping data
herein,or for their use or interpretation by the User.
Property Map
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Owner/Property Info
Tax Account Number: 77451826
Old Parcel Number: 1604F000008123
Owner Name: NORTH POINT RESOURCES LLC
Mailing Address: 12820 WESTMORELAND FARM RD DAVIDSON NC 28036
Property Location:CHARLOTTE HW
Lot Number: 5
Legal Description:TROUTMAN TOWNE CENTER PB59-55 US HWY 21
Municipal Information
Township Code: 16
City Code: 02
Neighborhood Code: 16022
Value Information -Current Year Property Record Card(PRC)
Building Value:0
Other Building Features:0
Land Value: 292740
Tax Assessed Value: 292740
Deferred:0
Land Information -Register of Deeds Online Search
Date Recorded Document Type Deed Book Deed Page Plat Book&Page Land Area Land Type Zoning
20070509 WD 1848 1360 59-55 1.435 AC HB

Tax Information
Exemption Tax Code 1 Tax Code 2 Tax Code 3 Tax Code 4 Tax Code 5
Null C ADVLTAX CI02ADVLTAX FRO5ADVLTAX Null Null
Current Zoning Contact Info.
Iredell County 704.8783118
Harmony 704.878.3118
Love Valley 704.878.3118
City of Statesville 704.878.3575
Town of Troutman 704.528.7600
Town of Mooresville 704.662.7040
Village of Davidson 704.892.7591

IREDELL COUNTY 11/28/2017 11:44:32 AM
NORTH POINT RESOURCES LLC Return/Appeal Notes: Parcel:4740-93-1615.000
1096 CHARLOTTE HW PLAT:59/55 UNIQ ID 3521776 SPLIT FROM ID 3521756
77451826 ID NO:1604F0000013123
B&F FIRE(100),COUNTY(100),TROUTMAN(100) CARD NO.1 of 1
Reval Year:2015 Tax Year:2017 L5 TROUTMAN TOW NE CENTER PB 59-55 1.435 AC SRC=
Appraised by 41 on 01/01/2015 16022 TROUTMAN EXIT 42 TW-16 CI-02 FR-50 EX- AT- LAST ACTION 20150201
CONSTRUCTION DETAIL MARKET VALUE DEPRECIATION CORRELATION OF VALUE
TOTAL POINT VALUE I Eff. BASE
BUILDING ADJUSTMENTS USE MOD Area QUAL RATE _RCN EYBAYB CREDENCE TO
TOTAL ADJUSTMENT 10 00 0/0 GOOD I DEPR.BUILDING VALUE-CARD 0
FACTOR TYPE: COMMERCIAL DEPR.OB/XF VALUE-CARD 0
TOTAL QUALITY INDEX MARKET LAND VALUE-CARD 292,740
STYLE: TOTAL MARKET VALUE-CARD 292,740
TOTAL APPRAISED VALUE-CARD 292,740
TOTAL APPRAISED VALUE-PARCEL 292,740
TOTAL PRESENT USE VALUE-PARCEL 0
TOTAL VALUE DEFERRED-PARCEL 0
TOTAL TAXABLE VALUE-PARCEL 292,740
PRIOR
BUILDING VALUE 0
OBXF VALUE 0
LAND VALUE 292,740
PRESENT USE VALUE 0
DEFERRED VALUE 0
TOTAL VALUE 292,740
PERMIT
CODE I DATE I NOTE I NUMBER I AMOUNT
ROUT:WTRSHD:
SALES DATA
OFF.
RECORD DATE DEED INDICATE SALES
BOOK_PAGE MOYR TYPE Q/W/I PRICE
01848 1360 5 2007 WD* A I 5000000
2004E 0004 2 2004 WB* E I 0
01266 0902 6 2001 WD* X I 0
00768 0137 6 1988 WD* X V 1
HEATED AREA
NOTES
SUBAREA UNIT ORIG% SIZE ANN DEP % OB/XF DEPR.
GS RPL CODEQUALITYDESCRIPTIOMCOUNTLTHWTHUNITS PRICE COND BLDG# FACT AYBEYB RATE OVR COND VALUE
TYPE AREA % CS TOTAL OB/XF VALUE 0
FIREPLACE
SUBAREA
TOTALS
BUILDING DIMENSIONS
LAND INFORMATION
OTHER ADJUSTMENTS TOTAL
HIGHEST AND USE LOCAL FRON DEPTH LND COND AND NOTES ROAD LAND UNIT LAND UNT TOTAL ADJUSTED LAND OVERRIDE LAND
BEST USE CODE ZONING TAGE DEPTH/SIZE MOD FACT RF AC LC TO OT TYPE PRICE UNITS TYP ADJST UNIT PRICE VALUE VALUE NOTES
COMMERCIAL 0700 HB 0 0 1.0000 0 0.8500 240,000.00 1.435 AC 0.850 204,000.00 292740 0
TOTAL MARKET LAND DATA 1.435 292,740
TOTAL PRESENT USE DATA

ATTACHMENT E
NCDOT APPROVAL TO DISCHARGE TO
STORMWATER SYSTEM

Chuck Hoffman
From: Cook, John R <[e-mail]>
Sent: Thursday, July 19, 2018 4:40 PM
To: Chuck Hoffman
Subject: RE: [External] Troutman MS4 Proposed Discharge to Kerr Branch
Attachments: Site Plan with Proposed Discharge.pdf; Pages from Speedway 7976 NPDES Permit
Application-2.pdf
Chuck,
You are very welcome .The Department after consultation with the Division Environmental Supervisor and the
Hydraulics Unit gives approval for the proposed discharge from the Speedway/Pilot 7976 in Troutman to enter the
storm water culverts within NCDOT right of way as per the site plan you provided. Mr. Marc Shown, Hydraulics Engineer
confirmed the discharge would be minimal thus not affecting the flow or size of the current storm water system.
If I can be of further assistance, please let me know.
Thanks,
John R. Cook, CPM
District Supervisor
Division 12 District 2
North Carolina Department of Transportation
From: Chuck Hoffman [mailto:[e-mail]]
Sent:Thursday,July 19, 2018 4:03 PM
To: Cook,John R<[e-mail]>
Cc: Bridges, Ronald S<[e-mail]>
Subject: [External] Troutman MS4 Proposed Discharge to Kerr Branch
CAUTION: External email. Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
John
Thanks for your time this afternoon. Per our conversation, we would like to request confirmation/approval from NCDOT
for the proposed discharge associated with the Speedway/Pilot 7976 in Troutman, NC. We are currently installing a dual-
phase extraction (DPE) groundwater remediation system at the site, and have submitted a Permit Application for NPDES
Coverage to Discharge the treated effluent to Kerr Branch. During the permit review process, DEQ requested we confirm
that the Town of Troutman (and subsequently the NCDOT given that the proposed discharge is located in the DOT R/W)
approves of us using the MS4 to discharge the treated effluent to Kerr Branch. I've attached a Site Plan showing the
layout of the site and proposed discharge, as well as the engineering specs (system Layout and Process and
Instrumentation Diagrams)for the DPE system.
Based on the provided information and previous discussions, can you please confirm that it will be acceptable for us to
use the DOT storm sewer utilities to discharge to Kerr Branch, as shown on the attached Site Plan?Thanks as always,
Chuck
1

ATTACHMENT F
RECEIVING STREAM FLOW DATA

Chuck Hoffman
From: Weaver,John <[e-mail]>
Sent: Wednesday, October 25, 2017 10:40 AM
To: Chuck Hoffman
Cc: Jeanne Robbins;John C Weaver
Subject: Response from USGS concerning...Re: Stream Flow Data Request 30Q2 and S7Q10
Mr. Hoffman,
In response to your inquiry about the low-flow characteristics (7Q10,30Q2)for a location on Kerr Branch southeast of Troutman in south
central Iredell County,the following information is provided:
A check of the low-flow files here at the USGS South Atlantic Water Science Center(Raleigh office) does not indicate a previous low-flow
determination at the specific point of interest (lat/long 35.66252,-80.84464) identified via email correspondence between October 19 and
October 24. However,the low-flow files do indicate previous low-flow determinations at several locations within the Kerr Branch
basin. Completed between August 1987 and November 1989,the low-flow estimates were based on transfer of flow characteristics from one
or more nearby USGS partial-record site(s) in vicinity of the point of interest.
For the record,it should be noted the actual point-source discharge location is a storm drain located on the facility property. However,a
location on Kerr Branch immediately upstream from its mouth (approximately 4,300 feet southeast of the facility)was identified as the
specific point of interest for the low-flow estimates.
No USGS discharge records are likewise known to exist for the point of interest.
In the absence of site-specific discharge records sufficient for a low-flow analysis,estimates of low-flow characteristics at ungaged locations
are determined by assessing a range in the low-flow yields(expressed as flow per square mile drainage area,of cfsm) at nearby sites where
such estimates have previously been determined.
A basin delineation completed using the online USGS StreamStats application for North Carolina
(http://water.usgs.gov/osw/streamstats/north carolina.html)indicates the drainage area for the point of interest (lat/long 35.66252,-80.84464)
is 0.58 sqmi.
For streams in Iredell County,low-flow characteristics published by the USGS are provided in the following reports:
(1)The first is a statewide report completed in the early 1990's. It is USGS Water-Supply Paper 2403, "Low-flow characteristics of streams
in North Carolina" (Giese and Mason, 1993). An online version of the report is available at http://pubs.usgs.gov/wsp/2403/report.pdf. The
report provides the low-flow characteristics (based on data through 1988)via regional relations and at-site values for sites with drainage
basins between 1 and 400 sqmi and not considered or known to be affected by regulation and/or diversions.
(2)The second is a statewide report published in March 2015. It is USGS Scientific Investigations Report 2015-5001, "Low-flow
characteristics and flow-duration statistics for selected USGS continuous-record streamgaging stations in North Carolina through 2012"
(Weaver, 2015). The report is available online at http://pubs.usgs.gov/sir/2015/5001/. The report provides updated low-flow characteristics
and flow-duration statistics for 266 active (as of 2012 water year)and discontinued streamgages across the state where a minimum
of 10 climatic years discharge records were available for flow analyses.
Inspection of the above reports indicates the presence of five (5) nearby selected USGS partial-record sites (3) and continuous-record
streamgages (2) in general vicinity of the point of interest where low-flow characteristics were published. Among these 5 sites,the low-flow
discharge yields for the indicated flow statistics are as follows:
Annual 7Q10 low-flow yields==>from 0.10 to 0.29 cfsm (average about 0.18 cfsm)
Annual 30Q2 low-flow yields==>from 0.26 to 0.51 cfsm(average about 0.39 cfsm)
Application of the above range in yields to the drainage area (0.58 sqmi) for the point of interest results in the following estimated low-flow
discharges:
Annual 7Q10 discharges=_>from 0.06 to 0.17 cfs (average about 0.10 cfs)
Annual 30Q2 discharges==>from 0.15 to 0.30 cfs (average about 0.23 cfs)
1

Please note the estimated flows are provided in units of cubic feet per second(cfs).
Please understand the information provided in this message is based on a preliminary assessment and considered provisional,subject to
revision pending further analyses.
Hope this information is helpful.
Thank you.
Curtis Weaver
J.Curtis Weaver, Hydrologist, PE Email:icweaveK&usas.aov
USGS South Atlantic Water Science Center Online:https://www.usas.gov/centers/sa-water
North Carolina-South Carolina-Georgia
3916 Sunset Ridge Road
Raleigh, NC 27607
Phone:[phone] // Fax: [phone]
On Mon, Oct 16, 2017 at 1:20 PM, Chuck Hoffman <[e-mail]> wrote:
Curtis,
Hope you are doing well. We are preparing a NPDES General Permit Application (NCG510000) to discharge
treated wastewater from a groundwater remediation system located at the Speedway 7976 facility in Troutman,
NC. As such, we would like to request the S7Q10 and 30Q2 data for the receiving stream. The site is located at
1005 Charlotte Highway in Troutman, NC. We are anticipating connection to the on-site storm drain which has
a lat/long of 35°40'16.41 N and 80°51'19.89 W. This will be the point of connection at the site, which will
then direct the discharge to the associated receiving stream - Kerr Branch, Class C waters.
Let me know if you have any questions or need additional information to process the request. You can also
reach me at the number below if you would like to discuss. Thanks as always,
Chuck
Mid Atlantic
Charles B. Hoffman, PG
Principal Geologist
2