NCG510551_Complete Application_20191206

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Wikhei sKavenek
111101 ❑ur People. Your Success.
115 MacKenan Drive
Cary, NC 27511
t: 919.469.3340 I f: 919.467.6008
TO: NCDEQ / DWR / Water Quality Permitting Section
1617 Mail Service Center
Raleigh, NC 27699-1617
WE ARE SENDING YOU
THE FOLLOWING ITEMS
❑ Attached
❑ Shop Drawings
❑ Copy of Letter
Letter of Transmittal
12/3/19 JOB NO. 02171214.41
Derek Denard
NPDES Permit
Blue Ridge Hospital Discharge Permit
125 Hospital Drive
Spruce Pine, Mitchell County, North Carolina
UST Incident #: 3659
❑ Under Separate Cover via
❑ Prints
❑ Change Order
❑ Plans
❑ Diskette
❑ Samples
❑ Other
❑ Specifications
PIES DAT
2
12-3-19
1
Blue Ridge Hospital Discharge Permit Application
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑x For review and comment
❑ FOR BIDS DUE
REMARKS:
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Other
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO: Scott Ryals, NCDEQ UST Section
SIGNED: G. Matthew James
If enclosures are not as noted, kindly notify us at once.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
. Our People. Your Success.
WithersRavenel
December 3, 2019
North Carolina Department of Environmental Quality
Division of Water Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attention: Mr. Derek Denard
Re:
Blue Ridge Hospital Discharge Permit
125 Hospital Drive
Spruce Pine, Mitchell County, North Carolina
NCDEQ UST Incident No. 3659
WR Project No. 02171214.41
Dear Mr. Denard:
WithersRavenel, Inc. (WR) is submitting the attached application for coverage under general permit
NCG510000 (see Attachment I). An existing groundwater remediation system (previously covered
under permit NCG510002 and rescinded) is currently in operation at the subject property to remove
petroleum free product and petroleum -impacted groundwater stemming from a leak from an
underground storage tank (UST) system.
WR is currently under contract with the North Carolina Department of Environmental Quality
(NCDEQ) Division of Waste Management UST Section to perform the operations and maintenance
of the groundwater remediation system. This permit application is being submitted on behalf of the
responsible party, Blue Ridge Hospital, at the request of the NCDEQ UST Section.
On April 19, 2018, via electronic mail, Mr. Jeff Dulaney, representative of Blue Ridge Hospital, Inc.,
authorized submittal of the permit application on behalf of Blue Ridge Hospital, Inc. The
documentation of authorization is included in Attachment II.
Description of the Treatment System
As will be summarized in greater detail in the attached specification package, the current groundwater
treatment system removes petroleum free product and petroleum -impacted groundwater that is
present just west of the hospital structure. The continued operation of the system is imperative to
remediate the contaminated groundwater and, more importantly, to reduce the potential for
petroleum -impacted groundwater to discharge aboveground at the toe of the slope adjacent to
Highway 19E. This occurrence would lead to surface migration of petroleum contaminants via
stormwater management features - meaning the contaminants would be directly discharged to
nearby surface water bodies, such as Beaver Creek and the North Toe River.
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 I f: 919.467.6008 I www.withersravenel.com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
■■ WithersRavenel
�Our People. Your Success.
Engineering Alternatives Analysis (EAA)
The following alternatives were evaluated in preparation of this application:
Alternative A: Connection to Existing Wastewater Treatment System:
A letter from William Hunneke, Head Trust Fund Branch, is provided which documents the attempted
communications between NCDEQ - UST Section and the Town of Spruce Pine.
Alternative B: Land Application
WR evaluated the feasibility of land application via subsurface systems, drip irrigation, and spray
irrigation methods.
The Blue Ridge Hospital property is approximately 17 acres in size and is almost entirely developed
with infrastructure associated with the hospital operation. Therefore, there is no available
undeveloped land on -site which can be used for land application.
Adjacent and nearby properties within 2,500 were evaluated for potential location of off -site land
application. A Property Alternatives Evaluation Exhibit map was prepared to determine potential
areas for disposal. A copy of this exhibit and a USGS map is included in Attachment IV.
Subsurface Disposal
Regarding the subsurface disposal option, the groundwater contaminant plume is located west of the
hospital structure on a local topographic high. The contaminant plume migrates with the natural
groundwater flow direction, which is to the north-northwest towards Buffalo Creek. The hydraulic
gradient is relatively steep due the significant elevation difference between the subject property and
Highway 19E. Discharging the effluent to the subsurface could create a localized groundwater mound
that would accelerate the migration of the contaminant plume towards Highway 19E and Buffalo
Creek. This evaluation included offsite properties, and therefore, subsurface disposal was not
deemed feasible.
Spray Irrigation
Offsite disposal was evaluated within an approximate 2,500 ft radius of the site. If the system
averages a production of 14,400 gallons per day; at approximately 27,000 gallons per acre inch, a
spray system would apply approximately 0.5 inches per day over a one -acre area. This total would
result in an approximate application load of 180 inches over a one -acre disposal area over a 12-month
period. To maintain an approximate loading rate of 45 inches annually, the waste disposal area would
need to be in excess of four acres, not including drainage easements accessing the area and
required compliance boundaries.
Using this general information, WR compiled an aerial exhibit in an attempt to identify potential
disposal areas greater than four acres within 2,500 ft (approximately 0.5 mile) of the facility.
The only areas identified for potential use in the area are currently owned by private residents and/or
timbering enterprises. One parcel, identified as 8.7 acres owned by Timberjack, LLC has a recorded
Page 2 of 5

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
■■ WithersRavenel
�Our People. Your Success.
land value of $60,900. A second parcel, identified as 9.64 acres owned by private residents has a
recorded land value of $77,100. These figured do not include the value of timber harvested on the
property.
Using this information, it is assumed that the cost of acquiring nearby property which could facilitate
the disposal would be approximately $7,000 per acre. It can be assumed this price rises considerably
due to the value of timber harvesting.
Although there has been no soils or hydrogeologic evaluation done for this area, the general soil types
in the area (excluding Urban Land) are defined as Ca E: Cashiers sandy loam, 30 to 50 percent slopes,
stony. It is assumed for purposes of this evaluation that soils with stony components on slopes
averaging 30 to 50 percent are unsuitable for irrigation application. Based on this information, the
alternative of Spray Irrigation was deemed infeasible.
A copy of the Mitchell County Soil Survey report for the subject area is included in Attachment V.
Drip Irrigation
Utilizing the same information presented above regarding spray irrigation (cost/acre for offsite usage,
non -compatible soils, and topographic slopes in the area), the drip irrigation alternative was also
deemed infeasible.
Alternative C. Wastewater Reuse.
The wastewater reuse alternative was deemed infeasible for many of the same reasons provided in
Alternative B (see above). In addition, the added costs of permitting and compliance for the reuse
system, including monitoring, reporting, and ORC requirements.
Alternative D. Discharge to Surface Waters
The discharge to surface waters alternative was deemed most feasible for this remediation system.
Alternative E. Combination of Alternatives
Due to the fact that discharging to an existing WWTP (Town of Spruce Pines), land application, and
reuse options were deemed infeasible, there is no practical alternative available to use in combination
with the discharge to surface waters option.
Results of the EAA
A Present Value Cost Analysis was performed for the discharge alternative only, as other options
were deemed infeasible for this remediation system.
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■■ WithersRavenel
�Our People. Your Success.
The Present Value Cost Analysis variables are as follows:
Capital Costs:
Land Acquisition Cost = $0 (although it should be noted the system does occupy capital space on the
hospital property).
Equipment Costs: $179,000 (estimated using current costs of replacement of the existing system).
Range is from $179,000 to $209,000.
Labor Costs: $0, assumed within the original installation.
Installation Costs: $0, assumed within the equipment costs for this system estimate.
Design Costs: $0, assumed within the original installation.
Recurring Costs:
Operation & Maintenance: $80,000 annually. Estimate includes O&M, utilities, laboratory costs,
compliance & reporting, electricity (incurred by hospital).
PVCA Calculation:
PVCA = $179,000 + ($80,000 $/yr x 10 yr) = $179,000 + $800,000 = $979,000 estimated PVCA.
It should be noted that the PVCA for the discharge option is a value cost that would be needed for each
alternative, since the remediation system generates and treats the recovered groundwater prior to
disposal. Therefore, it can be assumed that the evaluated alternatives for disposal would include the
estimated PVCA, as well as additional costs for influent fees (Alternative A), land acquisition, design, and
permitting (land application, reuse, a combination of alternatives), and would be additional costs above
the PVCA.
Page 4 of 5

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
■■ WithersRavenel
�Our People. Your Success.
Specifications
The attached Groundwater Remediation System Specifications (Attachment VI) prepared by
S&ME provides details explaining the discharge pathway, design plans for the treatment system,
specifications of the treatment system components, influent analytical data, and a site
map showing the location of the system and associated recovery wells.
Please contact us at your earliest convenience if there are questions regarding the information
contained in this report. We can be reached by phone at [phone] or email at
[e-mail] and [e-mail].
Sincerely,
WithersRavenel
G. Matthew James, PG
Senior Geologist
Attachments: Attachment I:
Attachment II:
Attachment III:
Attachment IV:
Attachment V:
Attachment VI:
R.S. (Butch) Lawter, Jr., PE
Director of Environmental Services
Application for Coverage Under General Permit NCG510000
Blue Ridge Hospital, Inc. Authorization Email
Letter from Town Manager
Land Application Exhibit
Mitchell County Soil Survey Report
Groundwater Remediation System Specifications
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ATTACHMENT I
Application for Coverage Under General Permit NCG510000

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Af"
NCDENR Application for Coverage Under General Permit
NCG510000
Authorization to Construct groundwater remediation projects designed
to treat petroleum -contaminated groundwater.
Division of Water Resources
National Pollutant Discharge Elimination System (NPDES)
NOTICE OF INTENT
[Required by 15A NCAC 02H .0127(d)]; [term definition see 15A NCAC 02H .0103(19)]
FOR AGENCY USE ONLY
Date Received
Year
Month
Day
Certificate of Coverage
N C G
5 1
Check #
Amount
Assigned To:
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Company Name Blue Ridge Regional Hospital, Inc.
Company Contact Jeff Dulaney
Street Address 125 Hosptial Drive
City Spruce Pine State NC ZIP 28777 - 3035
Telephone # [phone] Fax
Cell/Mobile # [phone] Email [e-mail]
2) Location of facility producing discharge:
Facility Name Blue Ridge Regional Hospital
Facility Contact Jeff Dulaney
Street Address 125 Hospital Drive
City Spruce Pine State NC ZIP 28777 - 3035
County Mitchell
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).
From I-240 west, take exit 4A for U.S, 19 N/U.S. 23 N/U.S. 70 W/Interstate 26 toward
Weaverville/Woodfin (0.2 miles), continue onto 1-26 W/US-19 N/US-23 N/US-70 W (18 miles),
take exit 9 for US 19 N/US 23A N toward Burnsville/Spruce Pine (0.3 miles), turn right onto US-
19 N/US- 23 ALT (10.7 miles), continue onto US-19E N (19.7 miles), turn right onto Altapass Hwy
(0.2 miles), turn left onto Hospital Drive
(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.)
Page 1 of 5 Revised 9/1/13

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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: Click here to enter a date.
® 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: Scott Ryals, PE
Site Ranking (A - E): Unknown GW incident #: 3659
❑ Modification
Please describe the modification:
❑ 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)1?
❑ Yes - List the permit numbers for all current NPDES permits for this facility:
® 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): <28,800
7) Discharge frequency: [Required by 15A NCAC 02H .0105(c)(1)]
a) The discharge is: ❑ Continuous
❑ Intermittent - Describe when the discharge will occur:
b) What is the source(s) of contamination (i.e. gasoline, diesel, solvents, etc.)?: Heating Oil
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
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DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
NCG510000 New Application
8) Treatment system components: [Required by 15A NCAC 02H .0105(c)(3)]
Please note: Final design specifications for the actual system that will be installed must be 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
❑ Other:
® Carbon Adsorption ® Filters
a) If an Oil/Water separator is present, please provide the following information
i) Rated flow capacity of the unit (in GPM): 34 gpm (a, 20 microns to 77 gpm (a, 30 microns
ii) Volume of unit (gal): 56-2allon sludge collection chamber
iii) Detention time (min): Unknown
iv) Free product disposal method: Gravity to AST
b) If an air stripper is present, please provide the following information:
i) Rated flow capacity of the unit (in GPM): 1 to 125
ii) Air provided for stripping (in CFM): 900
iii) Air to Water ratio: 135:1
iv) Number of trays (if applicable): 3
(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)
c) If carbon adsorption is present, please provide the following information:
i) Rated flow capacity of the unit(s) (in GPM): 75
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: 1000
iv) Specify carbon breakthrough time: Unknown
(The method used to calculate breakthrough time must included in the submittal.)
d) If filters are used, please provide the following information:
i) Rated flow capacity of each unit(s) (in GPM): Up to 220 gpm
ii) Arrangement of particulate filters within the system: ❑ Parallel ® Series
e) Solids disposal method:
fl If other components to be included, please specify: See description of process
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). Beaver Creek 1Stream Indes 7-2-41-(2)1
b) Stream Classification (i.e. WS-IV, C, SA, etc): C Tr
10) Alternatives to direct discharge:
[Evaluation required by G.S. § 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.)
c) Spray irrigation
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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".
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).
a) 7.5 minute series USGS topographic map (or a photocopied portion thereof) with discharge location clearly indicated.
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.
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.
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).
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.
f) 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.
g) Site map identifying the location of the monitoring wells, the recovery wells, and the treatment system unit.
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.
Page 4 of 5 Revised 9/1/13

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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: R.S. (Butch) Lawter, Jr., PE
Title: WithersRavenel, Inc., Director of Environmental Services
(Please review 15A NCAC 02H .0106(e) for authorized signing officials)
(Signature ofApplicant)
December 3, 2019
(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 ($10,000). 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)(lb)]
made payable to:
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 02H .0107(b), unless all of the
following items have been included:
Complete application with all supporting documents (plus one copy of entire package)
[M' Check or money order for $100.00, payable to NCDENR
El 3 copies of county map or USGS quad sheet with location of facility clearly marked on map
[V7 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
V 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.
Page 5 of 5 Revised 9/1/13

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ATTACHMENT II
Blue Ridge Hospital, Inc. Authorization Email

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Archived: Thursday, April 26, 2018 2:01:34 PM
From: Jeff Dulaney
Sent: Thursday, April 19, 2018 5:19:43 PM
To: Bradley S. Keyse
Cc: David Loftis; Michael Mace
Subject: RE: Blue Ridge Hospital Permit
Importance: Normal
Yes please submit permit application. I am unaware of other NPDES permits associated with this facility. Thanks
From: Bradley S. Keyse [mailto:[e-mail]]
Sent: Thursday, April 19, 2018 1:36 PM
To: Jeff Dulaney <[e-mail]>
Cc: David Loftis <[e-mail]>
Subject: [EXTERNAL] Blue Ridge Hospital Permit
Jeff,
Will you confirm that the Blue Ridge Hospital, Inc. authorizes S&ME to submit the NPDES permit application for the groundwater remediation system at 125 Hospital
Drive in Spruce Pine, NC on behalf of Blue Ridge Hospital, Inc.?
Also do you know of any other NPDES permits associated with the hospital?
Thank you,
Bradley S. Keyse, E.I.
Environmental Staff Professional
16
III
S&ME
44 Buck Shoals Road, Suite C-3
Arden, NC 28704 map
0: 828.483.3013
M: 828.329.3367
www.smeinc.com
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DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
ATTACHMENT III
Letter from William Hunneke

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S. REGAN
Secretary
MICHAEL SCOTT
Director
November 26, 2019
Memorandum
To: Mr. Derek Denard
From: William Hunneke, Head Trust Fund Branch 1141A-
Through: Z. Vance Jackson, Jr., Chief, UST Section
Subject: Blue Ridge Hospital, Spruce Pine NC, NOP■ SP ermit
After the UST Section was informed that the previous NPDES permit had been
mistakenly deactivated due to an error of the former Asheville Regional Office
supervisor, the UST Section undertook to re-establish the permit. The Division of
Water Resources, DWR, indicated that a new permit application was needed.
During the new application, the DWR inquired about alternatives to the NPDES
permit. For the past year, the UST Section has been trying to work with the hospital
and the Town of Spruce Pine to determine if the discharge waters from the
remedial system could be discharged to the Town of Spruce Pine's publicly owned
treatment facility. At this time, no progress or even response has been made or
received.
The DWR has indicated that they can no longer continue to allow the remedial
system to continue to operate without a permit. The UST Section has been
working closely with the hospital and their attorney and has been unable to receive
any correspondence on this issue form the town or their POTW operator. As a
result, the UST Section would like the DWR to accept this letter as a denial from
the Town of Spruce Pine for the alternative discharge to the POTW so that the
NPDES permit can be issued.
KORTH DECAROUNA
Deparbneal aaI
North Carolina Department of Environmental Quality I Division of Waste Management
217 West Jones Street 11646 Mail Service Center I Raleigh, North Carolina 27699-1646
919.707.8200

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
ATTACHMENT IV
Land Application Exhibit

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
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115 MacKenan Drive 1 Cary, NC 275111 t: 919.469.3340 license #: C-0832
BLUE RIDGE HOSPITAL
125 HOSPITAL DRIVE
SPRUCE PINE, MITCHELL COUNTY, NC
GENERAL LOCATION MAP
DRAWN BY:
MF
APPROVED BY:
MJ
SCALE:
1"=500'
DATE:
3/29/19
FIGURE NO.:
1
PROJECT NO.:
02171214.41
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Engineers Planners Surveyors
115 MacKenan Drive 1 Cary, NC 275111 t: 919.469.3340 license #: C-0832
BLUE RIDGE HOSPITAL
125 HOSPITAL DRIVE
SPRUCE PINE, MITCHELL COUNTY, NC
GENERAL LOCATION MAP
DRAWN BY:
MF
APPROVED BY:
MJ
SCALE:
1"=500'
DATE:
3/29/19
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DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
LEGEND
SURFACE WATER FEATURE
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ATTACHMENT V
Mitchell County Soil Survey Report

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USDA United States
Department of
Agriculture
GCS
Natural
Resources
Conservation
Service
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Mitchell County,
North Carolina
November 6, 2019

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/
portal/nrcs/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https://offices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil
Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/?
cid=nres142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at [phone] (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call [phone] (voice) or [phone] (TDD). USDA is an equal opportunity
provider and employer.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Contents
Preface 2
How Soil Surveys Are Made 5
Soil Map 8
Soil Map 9
Legend 10
Map Unit Legend 11
Map Unit Descriptions 11
Mitchell County, North Carolina 14
BmA—Biltmore sand, 0 to 3 percent slopes, frequently flooded 14
CaE—Cashiers sandy loam, 30 to 50 percent slopes, stony 15
CeE—Chandler-Micaville complex, 30 to 50 percent slopes, stony 16
CeF—Chandler-Micaville complex, 50 to 95 percent slopes, stony 18
EcD—Evard-Cowee complex, central mountain, 15 to 30 percent
slopes, stony 20
SdD—Saunook-Thunder complex, 15 to 30 percent slopes, stony 22
Ud—Udorthents, loamy 23
Ur —Urban land 24
W—Water 25
WgC—Watauga sandy loam, 8 to 15 percent slopes, stony 25
WgD—Watauga sandy loam, 15 to 30 percent slopes, stony 26
References 28

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How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock. They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil -vegetation -landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil

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Custom Soil Resource Report
scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil -landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil -landscape model is refined, a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field -observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
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identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.

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Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
35° 54' 25" N
Custom Soil Resource Report
Soil Map
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Map Scale: 1:6,100 if printed on A landscape (11" x 8.5") sheet.
Meters
0 50 100 200 300
404200
Feet
0 250 530 1000 1500
Map projection: Web Mercator Comer000rdinates: WGS84 Edge tics: UTM Zone 17N WGS84
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35° 54' 25" N

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MAP LEGEND
Area of Interest (AOI)
n Area of Interest (AOI)
Soils
El Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
• Blowout
Borrow Pit
Clay Spot
Closed Depression
• Gravel Pit
Gravelly Spot
▪ Landfill
A. Lava Flow
46 Marsh or swamp
Mine or Quarry
CO Miscellaneous Water
Perennial Water
Rock Outcrop
• Saline Spot
Sandy Spot
Severely Eroded Spot
• Sinkhole
Slide or Slip
G ' Sodic Spot
r=
Spoil Area
6 Stony Spot
Very Stony Spot
Wet Spot
▪ Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
cis Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:12,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Mitchell County, North Carolina
Survey Area Data: Version 13, Sep 16, 2019
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Dec 2, 2010—Nov 9,
2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
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Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
BmA
Biltmore sand, 0 to 3 percent
slopes, frequently flooded
5.9
3.0%
CaE
Cashiers sandy loam, 30 to 50
percent slopes, stony
14.5
7.5%
CeE
Chandler-Micaville complex, 30
to 50 percent slopes, stony
13.8
7.1%
CeF
Chandler-Micaville complex, 50
to 95 percent slopes, stony
0.7
0.4%
EcD
Evard-Cowee complex, central
mountain, 15 to 30 percent
slopes, stony
11.8
6.1%
SdD
Saunook-Thunder complex, 15
to 30 percent slopes, stony
16.4
8.4%
Ud
Udorthents, loamy
77.0
39.7%
Ur
Urban land
4.8
2.5%
W
Water
2.5
1.3%
WgC
Watauga sandy loam, 8 to 15
percent slopes, stony
7.4
3.8%
WgD
Watauga sandy loam, 15 to 30
percent slopes, stony
39.3
20.2%
Totals for Area of Interest
194.0
100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
11

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and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha -Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.

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Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.

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Mitchell County, North Carolina
BmA—Biltmore sand, 0 to 3 percent slopes, frequently flooded
Map Unit Setting
National map unit symbol: Icrk
Elevation: 1,720 to 1,960 feet
Mean annual precipitation: 50 to 58 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 116 to 170 days
Farmland classification: Prime farmland if irrigated and either protected from flooding
or not frequently flooded during the growing season
Map Unit Composition
Biltmore, frequently flooded, and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Biltmore, Frequently Flooded
Setting
Landform: Natural levees on flood plains
Landform position (three-dimensional): Mountainbase
Down -slope shape: Linear
Across -slope shape: Linear, convex
Parent material: Sandy alluvium
Typical profile
A - 0 to 12 inches: sand
C - 12 to 80 inches: loamy fine sand
Properties and qualities
Slope: 0 to 3 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95
in/hr)
Depth to water table: About 42 to 72 inches
Frequency of flooding: Frequent
Frequency of ponding: None
Available water storage in profile: Low (about 5.3 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6w
Hydrologic Soil Group: A
Hydric soil rating: No
Minor Components
Rosman, occasionally flooded
Percent of map unit: 5 percent
Landform: Flood plains
Landform position (three-dimensional): Mountainbase
Down -slope shape: Linear
14

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Across -slope shape: Linear
Hydric soil rating: No
Reddies, occasionally flooded
Percent of map unit: 3 percent
Landform: Drainageways on flood plains
Landform position (three-dimensional): Mountainbase
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Aquents, frequently flooded
Percent of map unit: 3 percent
Landform: Drainageways on flood plains
Landform position (three-dimensional): Mountainbase
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
Toxaway, undrained
Percent of map unit: 2 percent
Landform: Depressions on flood plains
Landform position (three-dimensional): Mountainbase
Down -slope shape: Linear
Across -slope shape: Linear, concave
Hydric soil rating: Yes
Udifluvents, frequently flooded
Percent of map unit: 2 percent
Landform: Drainageways on flood plains
Landform position (three-dimensional): Mountainbase
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
CaE—Cashiers sandy loam, 30 to 50 percent slopes, stony
Map Unit Setting
National map unit symbol: Icrr
Elevation: 2,500 to 4,700 feet
Mean annual precipitation: 60 to 100 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 100 to 150 days
Farmland classification: Not prime farmland
Map Unit Composition
Cashiers, stony, and similar soils: 75 percent
Estimates are based on observations, descriptions, and transects of the mapunit.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Custom Soil Resource Report
Description of Cashiers, Stony
Setting
Landform: Mountain slopes, ridges
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Mountainflank, side slope
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Affected by soil creep in the upper solum over residuum
weathered from mica schist and/or micaceous gneiss and/or other micaceous
metamorphic rock
Typical profile
A - 0 to 13 inches: fine sandy loam
Bw - 13 to 50 inches: sandy loam
C - 50 to 80 inches: loamy sand
Properties and qualities
Slope: 30 to 50 percent
Percent of area covered with surface fragments: 0.1 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95
in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: High (about 9.3 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6e
Hydrologic Soil Group: A
Hydric soil rating: No
CeE—Chandler-Micaville complex, 30 to 50 percent slopes, stony
Map Unit Setting
National map unit symbol: Icrx
Elevation: 2,600 to 3,800 feet
Mean annual precipitation: 40 to 80 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 124 to 176 days
Farmland classification: Not prime farmland
Map Unit Composition
Chandler, stony, and similar soils: 50 percent
Micaville, stony, and similar soils: 30 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
16

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Description of Chandler, Stony
Setting
Landform: Mountain slopes, ridges
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Upper third of mountainflank, side slope
Down -slope shape: Convex
Across -slope shape: Linear
Parent material: Affected by soil creep in the upper solum over residuum
weathered from mica schist and/or micaceous gneiss and/or other micaceous
metamorphic rock
Typical profile
A - 0 to 3 inches: gravelly loam
Bw - 3 to 26 inches: gravelly sandy loam
C - 26 to 80 inches: loamy sand
Properties and qualities
Slope: 30 to 50 percent
Percent of area covered with surface fragments: 0.1 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Somewhat excessively drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95
in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.5 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6s
Hydrologic Soil Group: A
Hydric soil rating: No
Description of Micaville, Stony
Setting
Landform: Mountain slopes, ridges
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Upper third of mountainflank, side slope
Down -slope shape: Convex
Across -slope shape: Linear
Parent material: Affected by soil creep in the upper solum over residuum
weathered from mica schist and/or micaceous gneiss and/or other micaceous
metamorphic rock
Typical profile
A - 0 to 3 inches: channery coarse sandy loam
Bw - 3 to 37 inches: channery coarse sandy loam
C - 37 to 51 inches: gravelly sandy loam
Cr - 51 to 80 inches: weathered bedrock
Properties and qualities
Slope: 30 to 50 percent
Percent of area covered with surface fragments: 0.1 percent
17

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Custom Soil Resource Report
Depth to restrictive feature: 40 to 60 inches to paralithic bedrock
Natural drainage class: Somewhat excessively drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Very low to high (0.00
to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6e
Hydrologic Soil Group: A
Hydric soil rating: No
CeF—Chandler-Micaville complex, 50 to 95 percent slopes, stony
Map Unit Setting
National map unit symbol: !cry
Elevation: 2,600 to 3,800 feet
Mean annual precipitation: 40 to 80 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 124 to 176 days
Farmland classification: Not prime farmland
Map Unit Composition
Chandler, stony, and similar soils: 50 percent
Micaville, stony, and similar soils: 30 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Chandler, Stony
Setting
Landform: Mountain slopes, ridges
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Upper third of mountainflank, side slope
Down -slope shape: Convex
Across -slope shape: Linear
Parent material: Affected by soil creep in the upper solum over residuum
weathered from mica schist and/or micaceous gneiss and/or other micaceous
metamorphic rock
Typical profile
A - 0 to 3 inches: gravelly loam
Bw - 3 to 26 inches: gravelly sandy loam
C - 26 to 80 inches: loamy sand
Properties and qualities
Slope: 50 to 95 percent
Percent of area covered with surface fragments: 0.1 percent
18

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Custom Soil Resource Report
Depth to restrictive feature: More than 80 inches
Natural drainage class: Somewhat excessively drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95
in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.5 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 7s
Hydrologic Soil Group: A
Hydric soil rating: No
Description of Micaville, Stony
Setting
Landform: Mountain slopes, ridges
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Upper third of mountainflank, side slope
Down -slope shape: Convex
Across -slope shape: Linear
Parent material: Affected by soil creep in the upper solum over residuum
weathered from mica schist and/or micaceous gneiss and/or other micaceous
metamorphic rock
Typical profile
A - 0 to 3 inches: channery coarse sandy loam
Bw - 3 to 37 inches: channery coarse sandy loam
C - 37 to 51 inches: gravelly sandy loam
Cr - 51 to 80 inches: weathered bedrock
Properties and qualities
Slope: 50 to 95 percent
Percent of area covered with surface fragments: 0.1 percent
Depth to restrictive feature: 40 to 60 inches to paralithic bedrock
Natural drainage class: Somewhat excessively drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Very low to high (0.00
to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 7e
Hydrologic Soil Group: A
Hydric soil rating: No
19

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Custom Soil Resource Report
EcD—Evard-Cowee complex, central mountain, 15 to 30 percent slopes,
stony
Map Unit Setting
National map unit symbol: 2vx2g
Elevation: 1,990 to 4,490 feet
Mean annual precipitation: 41 to 57 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 137 to 176 days
Farmland classification: Farmland of local importance
Map Unit Composition
Evard, central mountain, stony, and similar soils: 60 percent
Cowee, central mountain, stony, and similar soils: 30 percent
Minor components: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Evard, Central Mountain, Stony
Setting
Landform: Mountain slopes, ridges
Landform position (two-dimensional): Backslope, summit
Landform position (three-dimensional): Upper third of mountainflank, mountaintop,
side slope, crest
Down -slope shape: Convex, linear
Across -slope shape: Linear, convex
Parent material: Residuum weathered from amphibolite and/or hornblende gneiss
Typical profile
A - O to 5 inches: loam
Bt - 5 to 32 inches: clay loam
BC - 32 to 45 inches: loam
C - 45 to 80 inches: loam
Properties and qualities
Slope: 15 to 30 percent
Percent of area covered with surface fragments: 0.1 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: High (about 9.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
20

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Custom Soil Resource Report
Hydrologic Soil Group: B
Hydric soil rating: No
Description of Cowee, Central Mountain, Stony
Setting
Landform: Mountain slopes, ridges
Landform position (two-dimensional): Summit, backslope
Landform position (three-dimensional): Upper third of mountainflank, mountaintop,
side slope, crest
Down -slope shape: Convex, linear
Across -slope shape: Linear, convex
Parent material: Residuum weathered from amphibolite and/or hornblende gneiss
Typical profile
A - 0 to 5 inches: sandy loam
Bt - 5 to 38 inches: gravelly clay loam
Cr - 38 to 80 inches: bedrock
Properties and qualities
Slope: 15 to 30 percent
Percent of area covered with surface fragments: 0.1 percent
Depth to restrictive feature: 20 to 40 inches to paralithic bedrock
Natural drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Very low to high (0.00
to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 5.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4s
Hydrologic Soil Group: C
Hydric soil rating: No
Minor Components
Clifton
Percent of map unit: 6 percent
Landform: Ridges, hillslopes
Landform position (two-dimensional): Summit, backslope
Landform position (three-dimensional): Interfluve, side slope
Down -slope shape: Convex
Across -slope shape: Linear
Hydric soil rating: No
Saunook
Percent of map unit: 4 percent
Landform: Toes on drainageways
Landform position (two-dimensional): Footslope
Landform position (three-dimensional): Mountainbase, upper third of
mountainflank, base slope, head slope
Down -slope shape: Linear, concave
Across -slope shape: Concave
21

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Custom Soil Resource Report
Hydric soil rating: No
SdD—Saunook-Thunder complex, 15 to 30 percent slopes, stony
Map Unit Setting
National map unit symbol: Ict3
Elevation: 1,500 to 4,800 feet
Mean annual precipitation: 38 to 80 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 100 to 150 days
Farmland classification: Farmland of local importance
Map Unit Composition
Saunook, stony, and similar soils: 65 percent
Thunder, stony, and similar soils: 25 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Saunook, Stony
Setting
Landform: Fans on mountain slopes, drainageways on mountain slopes, coves on
mountain slopes
Landform position (two-dimensional): Footslope, toeslope
Landform position (three-dimensional): Lower third of mountainflank, base slope
Down -slope shape: Concave
Across -slope shape: Concave
Parent material: Colluvium derived from igneous and metamorphic rock
Typical profile
A - 0 to 9 inches: sandy loam
Bt - 9 to 60 inches: sandy clay loam
C - 60 to 80 inches: very cobbly sandy loam
Properties and qualities
Slope: 15 to 30 percent
Percent of area covered with surface fragments: 0.1 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: High (about 9.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: B
22

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Custom Soil Resource Report
Hydric soil rating: No
Description of Thunder, Stony
Setting
Landform: Fans on mountain slopes, drainageways on mountain slopes, coves on
mountain slopes
Landform position (two-dimensional): Footslope, toeslope
Landform position (three-dimensional): Lower third of mountainflank, base slope
Down -slope shape: Concave
Across -slope shape: Concave
Parent material: Cobbly and stony colluvium derived from igneous and
metamorphic rock
Typical profile
A - 0 to 8 inches: cobbly loam
Bt1 - 8 to 21 inches: very cobbly loam
Bt2 - 21 to 52 inches: very cobbly sandy clay loam
C - 52 to 80 inches: extremely cobbly loamy sand
Properties and qualities
Slope: 15 to 30 percent
Percent of area covered with surface fragments: 0.1 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 5.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6s
Hydrologic Soil Group: B
Hydric soil rating: No
Ud—Udorthents, loamy
Map Unit Setting
National map unit symbol: Icth
Mean annual precipitation: 48 to 60 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 116 to 170 days
Farmland classification: Not prime farmland
Map Unit Composition
Udorthents, loamy, and similar soils: 90 percent
Minor components: 10 percent
23

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Custom Soil Resource Report
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Udorthents, Loamy
Setting
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down -slope shape: Convex, linear
Across -slope shape: Convex
Parent material: Loamy and stony mine spoil or earthy fill derived from
metamorphic rock
Typical profile
C - 0 to 80 inches: sandy clay loam
Properties and qualities
Slope: 2 to 50 percent
Percent of area covered with surface fragments: 0.1 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to very
high (0.06 to 19.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 7e
Hydrologic Soil Group: C
Hydric soil rating: No
Minor Components
Urban land
Percent of map unit: 9 percent
Hydric soil rating: No
Rubble land
Percent of map unit: 1 percent
Hydric soil rating: No
Ur —Urban land
Map Unit Composition
Urban land: 90 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
24

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Custom Soil Resource Report
Description of Urban Land
Setting
Parent material: Streets, parking lots, buildings, and other structures
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
Hydric soil rating: No
W—Water
Map Unit Composition
Water: 100 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Water
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8w
Hydric soil rating: No
WgC—Watauga sandy loam, 8 to 15 percent slopes, stony
Map Unit Setting
National map unit symbol: Ictl
Elevation: 1,400 to 4,500 feet
Mean annual precipitation: 45 to 60 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 124 to 176 days
Farmland classification: Farmland of local importance
Map Unit Composition
Watauga, stony, and similar soils: 90 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Watauga, Stony
Setting
Landform: Mountain slopes, ridges
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Mountaintop, crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Residuum weathered from mica schist and/or micaceous gneiss
and/or other micaceous metamorphic rock
Typical profile
A - 0 to 5 inches: sandy loam
25

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Custom Soil Resource Report
Bt - 5 to 26 inches: sandy clay loam
C - 26 to 80 inches: sandy loam
Properties and qualities
Slope: 8 to 15 percent
Percent of area covered with surface fragments: 0.1 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: B
Hydric soil rating: No
WgD—Watauga sandy loam, 15 to 30 percent slopes, stony
Map Unit Setting
National map unit symbol: Ictm
Elevation: 1,400 to 4,500 feet
Mean annual precipitation: 45 to 60 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 124 to 176 days
Farmland classification: Farmland of local importance
Map Unit Composition
Watauga, stony, and similar soils: 85 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Watauga, Stony
Setting
Landform: Mountain slopes, ridges
Landform position (two-dimensional): Summit, backslope
Landform position (three-dimensional): Upper third of mountainflank, side slope
Down -slope shape: Convex
Across -slope shape: Linear
Parent material: Residuum weathered from mica schist and/or micaceous gneiss
and/or other micaceous metamorphic rock
Typical profile
A - 0 to 5 inches: sandy loam
Bt - 5 to 26 inches: sandy clay loam
C - 26 to 80 inches: sandy loam
26

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Custom Soil Resource Report
Properties and qualities
Slope: 15 to 30 percent
Percent of area covered with surface fragments: 0.1 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: B
Hydric soil rating: No

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/
nres/detail/national/soils/?cid =nres 142 p2_0 54262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www. nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www. nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/
home/?cid=nres142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/
detail/national/landuse/rangepastu re/?cid=stelprdb1043084

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/
n res/deta i l/so i is/scie ntists/?cid=nres 142 p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/?
cid=nres142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
ATTACHMENT VI
Groundwater Remediation System Specifications

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
INElk
III EP
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine
NCDEQ Incident No. 3659
125 Hospital Drive
Spruce Pine, Mitchell County, North Caro ' �cA10 b7%,
ss
S&ME Project No. 4305-17-109E
-7, virk.4 f
/:,19,6 a. f��ol/1111��i`
PREPARED FOR.
NCDEQ, UST Section
1646 Mail Service Center
Raleigh, NC 27699
PREPARED BY:
S&ME, Inc.
44 Buck Shoals Road, Suite C-3
Arden, NC 28704
May 3, 2018

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital - Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
Table of Contents
1.0 Description of Groundwater Remediation System 1
1.1 Background 1
1.2 Recovery Wells 1
1.3 Interceptor Trench 2
1.4 Flow Origin and Volume 2
1.5 Wastewater Characterization 2
2.0 System Design 3
2.1 Oil/Water Separator 3
2.2 Shallow Tray Air Stripper 4
2.3 Filters 5
2.3.1 50 Micron Bag Filters 5
2.3.2 10 Micron Bag Filters 5
2.4 Activated Carbon Units 5
2.5 Other Major Components 6
2.5.1 Batch Tank 6
2.5.2 Batch Tank Transfer Pump 6
2.5.3 Shallow Tray Stripper Transfer Pump 6
2.5.4 Air Compressor 7
2.6 Controls and Alarms 7
Appendices
Appendix I - Figures
Appendix II - Site Photographs
Appendix III - Pneumatic Pumps Specifications
Appendix IV - System Influent Laboratory Report
Appendix V - Oil/Water Separator Specifications
Appendix VI - Shallow Tray Air Stripper Software Output
Appendix VII - Shallow Tray Air Stripper Specifications
Appendix VIII - Particulate Filter Specifications
Appendix DC - Carbon Vessel Specifications
Appendix X - Specification of Other Components
May 3, 2018 ii

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
1.0 Description of Groundwater Remediation System
1.1 Background
The UST system installation contractor failed to connect the excess fuel return line from the exterior foundation
wall of the boiler room (part of the main hospital building at that time) to the 20,000-gallon UST. Excess fuel not
used by the boiler discharged to the subsurface rather than returning to the UST system. The release was
discovered in May 1988. From 1988 to 2007, soil and groundwater assessment activities were conducted to
determine the extent of the release to the soil and groundwater. The groundwater beneath the hospital
historically flows to the northwest toward Beaver Creek, a tributary of the North Toe River, along with the
petroleum free product and petroleum -impacted groundwater. The impacted area is located on a localized
topographic high and there is a relatively steep gradient from the source area to the northern property boundary
along Highway 19E.
In 1994, a remediation system consisting of a groundwater and free product recovery system was installed and
began operation. The existing system was designed to induce hydraulic control over the groundwater
contaminant plume by reducing the migration rate of the plume as it travels northwest towards Highway 19E and
then to Beaver Creek. A portion of the system was also designed to capture shallow, contaminated groundwater
in the vicinity where the contaminant plume intersections the right-of-way associated with Highway 19E.
The remediation system removes both No. 2 fuel oil and dissolved petroleum hydrocarbons from groundwater
that is extracted from the subsurface. The existing pump and treat system consists of 16 recovery wells and 11
trench wells (located along the North Carolina Department of Transportation right-of-way for Highway 19E)
equipped with total fluid pneumatic pumps, associated piping, an oil/water separator, air stripper, bag filters, and
carbon vessels. Treated water from the remediation system discharges to an unnamed tributary of Beaver Creek
(Class C, Trout water), which flows to the North Toe River within the French Broad River basin.
The system components are depicted in the figures in Appendix I. Site photographs are included in Appendix B.
The major components of the system are listed below:
1.2 Recovery Wells
A total of 16 recovery wells are installed at various locations across of the contaminated site to remove free
product and petroleum -impacted groundwater. All recovery wells consist of either a four or six inch well with an
installed pneumatic pump. The pumps installed are either a QED Hammerhead or AP-4 top loading pumps
capable of extracting both free product and petroleum -impacted groundwater. A copy of the specification sheets
for both pneumatic pumps used at the site have been included in Appendix M.
May 3, 2018 1

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
III
1.3 Interceptor Trench
An interceptor trench consisting of 11 recovery wells to prevent the downward migration of the product plume.
The purpose of the interceptor trench is to prevent migration of the free product plume towards the North Toe
River.
Again, the pumps installed into the interceptor trench are either QED Hammerhead or AP-4 top loading pumps.
The interceptor trench was installed using pea gravel and coarse sand. The recovery wells located in the trench
are six inch in diameter and constructed of stainless steel casing.
1.4 Flow Origin and Volume
Original conception of the system estimated that approximately 1 gallon per minute would be produced from
each well associated with the treatment system. Under normal operating conditions, the average influent flow
(between March 15 and March 29, 2018) was measured at approximately 10 gallons per minute (gpm) or 14,400
gallons per day (gpd). Over the course of operations, heavy rainfall event have shown to temporarily increase the
influent flow to approximately 20 gpm (28,800 gpd). Therefore, for system design/modification purposes we have
assumed a flowrate of 20 gpm.
The current system as currently designed is able to handle an influent flow rate of at least 40 gpm (57,200 gpd).
The system was originally designed with the assumption that additional recovery wells/trenches may be required
to prevent migration of free product and groundwater contamination. However, since additional expansions have
not taken place, the system is operating at about 50% of its design capacity.
1.5 Wastewater Characterization
A groundwater sample was collected on March 30, 2018 from the sample port located after the confluence of the
oil/water separators, but prior to treatment of the influent groundwater by the air stripper and filtration units. The
groundwater sample was analyzed for the following:
benzene, toluene, ethylbenzene, total xylenes (BTEX), methyl tert-butyl ether (MTBE), naphthalene, and
1,2-Dichloroethane by Method 6200;
lead by Method 6010;
total suspended solids (TSS) by Method 2540;
oil & Grease by Method 1664; and
phenol by Method 420.1.
The laboratory report associated with the influent sample is included in Appendix IV. The results of the influent
sample analysis is summarized in Table 1-1 below
May 3, 2018 2

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
Table 1-1- Influent Data
Constituent
Concentration
Benzene
46 µg/L
Ethylbenzene
18 µg/L
Toluene
13 µg/L
Total Xylenes
84 µg/L
MTBE
<1.0 µg/L
Naphthalene
76 µg/L
Lead
<0.010 mg/L
1,2-dichloroethane
<2.0
Phenol
0.077 mg/L
TSS
2.2 mg/L
Oil & grease
<1.4 mg/L
µg/L = micrograms per liter
mg/L = milligrams per liter
2.0 System Design
As the system was originally designed in 1993 and installed in 1994, the treatment system components are
present and are in operation at the facility. The information that is provided below details each major piece of
equipment associated with the groundwater treatment system and provides confirmation that the existing system
is still effective at reducing contaminant concentrations found at the site.
2.1 Oil/Water Separator
There are currently two oil/water separators installed at the site. The first oil/water separator receives
groundwater recovered from the recovery wells located across the site. The second oil/water separator receives
groundwater recovered from the recovery wells associated with the interceptor trench. Influent flow from each
individual recovery well is combined into three trunk lines that enter the treatment system building. The oil/water
separators that were installed are Hydro -Flo Technologies (Model No. DP-24). The following are the specifications
associated with the two oil/water separators:
Manufacturer:
Overall Dimensions:
Design Flow Rate:
Oil Droplet Removal Rate:
Coalescing Media Pack Size:
Minimum Coalescing Surface Area:
Maximum Cross -sectional Velocity:
Minimum Separation Retention Time:
Hydro -Flo Technologies Inc.
Approximately 9 feet long by 3 feet wide by 5.5 feet tali
34 gpm @ 20 microns to 77 gpm @ 30 microns
10 mg/L of oil droplets > 20-30 microns
48 inches long by 24 inches wide by 36 inches tall
1,632 square feet
0.75 to 1.72 feet per minute
7.48 to 10 minutes
May 3, 2018 3

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital - Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
111
Sludge Chamber Capacity: 56 gallons
Device for Oil Removal: Rotary Pipe Skimmer
Specification sheets for each oil/water separator have been included in Appendix V.
2.2 Shallow Tray Air Stripper
The influent groundwater contaminant data collected in March 2018 was used to confirm the system design
capacity for the air stripper. For reference, the original design characteristics from 1993 are included. Software
was utilized from Northeast Environmental Products (NEEP-Shallow Tray) who designed the shallow tray stripper
system currently on site. The software computes the shallow tray air stripper outlet concentrations of select
contaminants of concern based on the system's configuration, flow rate, water temperature, and measured
influent concentrations. The software output is included in Appendix VI. The estimated concentrations of the
effluent exiting the shallow tray stripper are summarized below:
Table 2-1— Air Stripper Evaluation
Constituent
Benzene
Influent
Conc.
(ppb) -
1993
4,600
Effluent
Conc.
(ppb) -
1993
<1
Air
Effluent
Conc.
(ppmv)
1993
8.30
Removal
Efficiency
99.99%
Influent
Conc.
(ppb) -
2018
46
Effluent
Conc.
(ppb) -
2018
Air
Effluent
Conc.
(PPmy )
2018
Removal
Efficiency
100%
<1
0.04
Toluene
3,900
<1
5.96
99.99%
13
<1
0.01
100%
Ethyl
benzene
3,400
<1
4.51
100%
18
<1
0.01
100%
Total
Xylenes
13,000
<1
17.28
99.99%
84
<1
0.06
100%
Naphthalene
4,600
6
5.05
99.86%
76
<1
0.04
99.97%
MTBE
10*
<1
0.02
96.43%
1*
<1
0.00
99.76%
1,2-DCA
10*
<1
0.01
99.10%
1*
<1
0.00
99.99%
*-MTBE and 1.2-DCA concentrations are assumed. They were not sampled in 1993 and were below laboratory detection limits in
2018.
ppb = parts per billion
ppmv = parts per million by volume
May 3, 2018 4

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
Following are the specifications for the Shallow Tray Stripper:
Manufacturer:
Model Number:
Air Flow Rate:
Water Flow Rate:
Air/Water Ratio:
Number of Trays: 3
Overall Dimensions:
Northeast Environmental Products Inc. (NEEP)
3631
900 cubic feet per minute
1-125 gpm
134.6 cubic feet per minute of air per cubic feet per minute of water
6.17 feet long by 5 feet wide by 6.5 feet tall
Specification sheets for the shallow tray stripper have been included in Appendix VB.
2.3 Filters
III
Two sets of bag filters were installed to allow for filtration of solids that may be in the influent groundwater
stream. The first set of filters were installed prior to the shallow tray air stripper and is capable of capturing
contaminants/solids greater than 50 microns. The second set of filters were installed prior to the carbon filtration
units and is capable of capturing contaminants/solids greater than 10 microns. Both sets of filters are in a parallel
configuration to allow the water to take the path of least resistance. The following are the specifications for the
two sets of bag filters:
2.3.1 50 Micron Bag Filters
Manufacturer: FSI
Model Number: BFN 12
Filter Bags:
Surface Area per Bag:
Maximum flow:
1— 50 Micron
4.4 squre feet
Up to 220 gpm
2.3.2 10 Micron Bag Filters
Manufacturer:
Model Number:
Filter Bags:
Surface Area per Bag:
Maximum flow:
Krystil Klear
88
1- 10 Micron
4.4 square feet
Up to 220 gpm
Specification sheets for each filter have been included in Appendix VUI.
2.4 Activated Carbon Units
Two activated carbon units will receive the effluent from the shallow tray air stripper. The carbon units are meant
as a polishing step prior to the discharge point. The units are meant to capture some of the more difficult
contaminants (such as naphthalene) that were not completely stripped. Based on the calculations above, it is not
May 3, 2018 5

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
III ri
anticipated that elevated concentrations of the contaminants of concern are expected to reach and be removed
by the carbon system. The carbon units are setup in series to allow effluent water to flow through both carbon
vessels prior to discharge. Following are the specifications for the carbon units currently installed at the site:
Manufacturer: Carbonair
Model Number: PC7F
Carbon Capacity: 1,000 pounds each
Design Flow Rate: 75 gpm
Design Pressure: 90 pounds per square inch (psi)
Bed Area: 7 square feet
Dimensions: 3 feet diameter by 6 feet tali
Specification sheets for the carbon vessels have been included in Appendix IX.
2.5 Other Major Components
Other major components of the treatment system include two transfer pumps, a batch settlement tank, and an air
compressor. The pumps allow for the transfer of water between the batch tank and the shallow tray stripper and
between the shallow tray stripper and the carbon vessels. The air compressor provides the pneumatic power for
the recovery well pumps. The following are the specifications for the batch tank, transfer pumps, and air
compressor:
2.5.1 Batch Tank
Manufacturer: Chemtainer Industries
Capacity: 500 gallons
Dimensions: 5 feet diameter by —3.5 feet tall
2.5.2 Batch Tank Transfer Pump
Manufacturer: Price Pumps
Model Number: EC150
Flow: 60-80 gpm (based on pump curve)
Horsepower: 1.5 horsepower
2.5.3 Shallow Tray Stripper Transfer Pump
Manufacturer: Grundfos
Model Number: CRN-8-40
Flow: 30-40 gpm (based on pump curve)
Horsepower: 3 horsepower
May 3, 2018 6

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
2.5.4 Air Compressor
Manufacturer: Ingersoll-Rand
Model Number: U2SHE-SP
Capacity: 100 cubic feet per min
Operating Press.: 125 psi
Horsepower: 25 horsepower
A specification sheet for the air compressor could not be provided by Ingersoll-Rand as it is obsolete and the
manufacturer no longer supports this model. A specification sheet was not provided for the batch tank as it is a
general water holding tank and dimensions are widely available. Specification sheets for the two transfer pumps
listed are included in Appendix X.
2.6 Controls and Alarms
The following table describes the system controls and alarms that have been installed on the treatment system:
Table 2-2 — Summary of Controls and Alarms Features
Item
Batch Transfer Pump
Type
Float switch
Location
Within Batch Tank
Control
Low and Hi float switch turns
the transfer pump on/off
Batch Tank Alarm
Float switch
Within Batch Tank
Hi -Hi float switch shuts the
treatment system off when
activated
Shallow Tray Transfer
Pump
Float switch
Within Shallow Tray
Sump
Low and Hi float switch turns 1
the transfer pump on/off
Shallow Tray Stripper
Alarm
Float switch
Within Shallow Tray
Sump
Hi -Hi float switch shuts the
treatment system off when
activated
Shallow Tray Stripper
Alarm
Pressure Switch
Within Shallow Tray
Stripper
Shuts down the treatment
system due to pressure
buildup/fouling of trays
Product Storage Tank
Alarm
Float Switch
Within Tank
Hi -Hi float switch shuts down
the treatment system when
activated
May 3, 2018 7

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendices

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix I - Figures

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
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2,000
4,0004,
(FEET)
REFERENCE:
BASE MAPPING OBTAINED FROM ESRI. THIS MAP IS FOR INFORMATIONAL PURPOSES
ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON 1
CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
m▪ om
5 6
u
PN q.M4obes
to
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0 0
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ss • .
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Caoenter R.
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4 a
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m
a
Project Location
SITE VICINITY MAP
SCALE:
" = 2,000 '
BLUE RIDGE HOSPITAL
125 HOSPITAL DRIVE
SPRUCE PINE, MITCHELL CO., NORTH CAROUNA
DATE:
10-24-17
PROJECT NUMBER
405-17-109
FIGURE NO.
1

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
0
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RW-16
MW-13
e
REFERENCE:
GIS BASE LAYERS WERE OBTAINED FROM NC ONEMAP AND MITCHELL COUNTY GIS DEPARTMENT.
THIS MAP I5 FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE
APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
15 Rw-27
RW-26 el
11
/� RW-25 ; . OW-10
J
RW-24
RW-23 j.,A
RW-22_ 0OW-8
Q OW-7
1•IOSPITAL DR
RW-14
MW-14
160
(FEET)
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1\-40610\
•
, 4r •
AY' Jr. J - -.`,; ^f • •t r /►
..__,.... 4,:- . 40, , 1,,
.,_.._., . . ar,-:'s_
TREATMENT f
SYSTEM
BUILDING /14 •
i NO OneMa
e Monitoring Wells (Located)
• Monitoring Wells (Unconfirmed)
Monitoring Wells (Abandoned / Not Located)
!- Recovery Wells
L Observation Wells
— — Recovery Lines
Approximate UST Locations
SCALE:
1"=80'
DATE:
10-24-17
PROJECT NUMBER
4305-17-109
FIGURE NO.
2

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Discharge to
tributary
BBEAVERK
0000
c`
0‘;;•'14
SEABOARD SYSTEM
RAILROAD
4% •
•
o / /
r
REFERENCE:
Figure from S&ME's October 1998 Site Map for Engineering Drawings
i
Underground
Piping
•
•
Remediation
S stem
Effluent Sample Location
in the S stem
Solid
Underground
Pipe
\
\\
S.W.D.I.
Effluent Discharge
from Remediation
System to Storm
Water System
•
Hospital
•
•
•
h
SPRUCE PINE
HOSPITAL
o a
0
SITE MAP — DISCHARGE PATH
SCALE:
NTS
BLUE RIDGE HOSPITAL
125 HOSPITAL DRIVE
SPRUCE PINE, MITCHELL COUNTY, NORTH CAROLINA
DATE:
10-31-2017
PROJECT NUMBER
4305-17-109E _
FIGURE NO.
3
J

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Drawing Path: C:\Users\jnyvall\Desktop\Spruce Pine Information\SP with Plot Styles.dwg
Influent From
Recovery Wells
z
OIL/WATER SEPARATOR
(Original)
To RecoveryerWells
25 HP
AIR COMPRESSOR
{
Influent From
Recovery Wells
Y
OIL/WATER SEPARATOR
(Supplemental)
500 GALLON
BATCH TANK
CBATCH TANK
TRANSFER PUMP
2- 50 MICRON
BAG FILTERS
rurunimml
3-TRAY SHALLOW
AIR STRIPPING
SYSTEM
AIR STRIPPER
TRANSFER PUMP
0
2-10 MICRON
BAG FILTERS
1000 LB GRANULAR
ACTIVATED CARBON
VESSEL
1000 LB GRAN
ACTIVATED CARBON -Q
VESSE
_L„)
12.
Discharge from system to NPDES point
under gravity flow conditions
3,000 GALLON
PRODUCT HOLDING TANK
WITH SECONDARY
CONTAINMENT
LEGEND
WATER FLOW PATH
AIR FLOW PATH
PRODUCT FLOW PATH
O BALL VALVE
VACUUM RELIEF VALVE
- SAMPLE POINT
- PRESSURE GAUGE
NOTE:
ALARMS HAVE BEEN INSTALLED AS FOLLOWS:
1) HI LEVEL IN TRAY STRIPPER SUMP
2) HI PRESSURE IN TRAY STRIPPER
3) HI LEVEL IN PRODUCT AST
4) HI LEVEL IN BATCH TANK
ANY OF THE ALARMS ACTIVATED ABOVE WILL SHUT
SYSTEM DOWN TO PREVENT OVERFLOW CONDITION.
daLP
Treatment System Flow Diagram
SCALE:
FIGURE NO.
Not to Scale
DATE:
Blue Ridge Hospital
125 Hospital Drive
Spruce Pine, North Carolina
4-9-18
PROJECT NUMBER
4305-17-109J ,
4
J

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Drawing path: C:\Users\jnyvall\Desktop\Spruce Pine Information\SP with Plot Styles.dwg
3,000 Gallon Free Product
Storage Tank w/ Secondary
Containment
Steel Tank Institute Model F911
Batch Transfer Pump —
Price Pump Model EC150
500 Gallon Poly
Batch Tank
Chemtainer Ind.
(TYP.)
—t•
Shallow Tray Air Stripper
Skid w/supporting
equipment
NEEP Shallow Tray Model
3631
Transfer Pump
Grundfos Model CRN-8-40
Oil/Water Separator #1
Hydro Flo Technologies Model DP-24
Treating Recovery Wells 1-16
2-10 Micron Bag Filters
Krystal Klear Model 88-30
Oil/Water Separator #2
Hydro Flo Technologies Model DP-24
Treating Trench Recovery Wells 17-27
2 50 Micron Bag Filters
FSI Model BFNP-12 (304S5)
2-1,000 lb Carbon Vessels
CarbonAir Model PC7F
Vessel Backwashing
W
0
0
v
a
Influent from recovery wells
(3 hoses)
Discharge from system
to NPDES point
Groundwater Treatment Building
0 4 8
GRAPHIC SCALE (IN FEET)
LEGEND
WATER FLOW PATH (Dashed where below ground)
AIR FLOW PATH (Dashed where below ground)
PRODUCT FLOW PATH
Notes:
1) Dimensions of equipment are approximate based on
cut sheets for models shown.
2) Piping between equipment consists of Sch. 40 PVC of
various sizes as well as flexible piping (either HDPE or
hose).
3) Valving and sample ports have not been included on
this figure.
Controls and Compressed Air
Building
Service Entrance
( )
Air Supply to
Recovery Wells
0
tea,
SWIM
III
Treatment System Layout
SCALE:
As Shown
DATE:
4-9-18'
PROJECT NUMBER
4305-17-109J
FIGURE NO.
5
19,
J

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix II - Site Photographs

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
co
T
rn
Lf6
CD
CtS
WS
Taken by: GS
Spruce Pine, NC

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Batch tank transfer pump
a
a
l0
I-
3
0
L
V)
S&ME Project 4305-18-109J
0
sa
1-
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H
cn
0
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es
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4.1
3 ai
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c
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I Q.
10)

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
wo 1,000 lb carbon vessels plumbed in series
Spruce Pine, NC

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix III — Pneumatic Pumps Specifications

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
LED
Specifications - Top Inlet, Long
Environmental Systems
Max. Flow 10 gpm (38 Ipm)
O.D. 3.6 in (91 mm)
Length 56.7 in. (144 cm)
Advantages
1. The original automatic air -
powered well pump, proven
worldwide over 23 years
2. The highest flow rates and
deepest pumping capabilities in
the industry
3. Patented, proven design for
superior reliability and
durability, even in severe
applications
4. Handles solids, solvents,
hydrocarbons corrosive
conditions, viscous fluids and
high temperatures beyond the
limits of electric pumps
5. Five-year warranty
Description
The AP4+ Top Inlet Long AutoPump provides maximum
capabilities and flow in a top inlet pump for 4" diameter
and larger wells needing an elevated inlet, such as pumping
total fluids from wells contaminated with LNAPLs. It is
offered in optional versions to handle even the most severe
remediation and landfill pumping applications, and delivers
flow rates up to 10 gpm*. The AP4+ Long Top Inlet
AutoPump is complemented by the most comprehensive
selection of accessories to provide a complete system to
meet site specific requirements. Call QED for prompt, no -
obligation assistance on your pumping project needs.
The AutoPump Heritage
The AP4+ Top Inlet Long AutoPump is part of the famous
AutoPump family of original automatic air -powered pumps,
developed in the mid 1980s specifically to handle unique
pumping needs at remediation and landfill sites. Over the
years they've proven their durability at thousands of sites
worldwide. AutoPumps are designed to handle difficult
pumping challenges that other pumps can't, such as
hydrocarbons, solvents, suspended solids, corrosives,
temperature extremes, viscous fluids and frequent start/
stop cycles. Beyond just the pump, AutoPump systems
offer the most complete range of tubing, hose, connec-
tors, wellhead caps and accessories to help your installa-
tion go smoothly. This superior pumping heritage, applica-
tion experience and support back up every AutoPump you
put to work on your project.
33

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
V QED
Specifications - Top Inlet, Long
Environmental Sys._
Pump Dimensions
Application Limits (Base model)
AP4+ AutoPumps are designed to handle
the application ranges described below.
For applications outside these ranges,
consult QED about AP4+ upgrades.
Maximum Temperature: 180°F (82°C)
pH Range: 4-9
Solvents and Fuels: diesel, gasoline,
JP1-JP6,#2 heating oils, BTEX, MTBE,
landfill liquids
*Consult QED for higher flow requirements
Specifications & Operating Requirements
Model
Liquid Inlet Location
O.D.
Overall Length (Pump & Fittings)
Weight
Maximum Flow Rate
Pump Volume/Cycle
Minimum Accuation Level
Standard Pump
Maximum Depth
Air Pressure
Air Usage
High Pressure Pump
Maximum Depth
Air Pressure
Minimum Liquid Density
Standard Construction Materials'
Pump Body
Pump Ends
Internal Components
Tube & Hose Fittings
Fitting Type
Tube & Hose Options
Tubing Materials'
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
Hose Material
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
1 Applies to QED supplied tubing;
other tubing sources may not
conform to QED fittings.
4" - Long AP4+ Top Inlet
Top
3.6 in. (91 mm)
56.7 in. (144 cm)
16.5 lbs. (7.6 kg) -
10 gpm (38 Ipm)* - See Flow Rate Chart
0.58-0.78 gal (2.2-3L) --
53.3 in. (135 cm)
250 ft. (76 m)
5 -120 psi (0.4 - 8.4 kg/cm2)
0.35 -1.1 scf / gai. (3.0 - 8.4 liter of allin
fluid liter) See air usage chart
425 ft. (130 m)
5 - 200 psi (0.4 -14.1 kg/cm2)
0.7 SpG (0.7 g/cm3)
Fiberglass or Stainless Steel
Stainless Steei
Stainless Steel. Viton. PVDF. Hastelloy-C
Brass or Stainless Steel
Barbs, Quick Connects or Easy Fittings
Nylon
1 in. (25 mm) or 1-1/4 in. (32 mm) OD
1/2 in. (13 mm) OD
5/8 in. (16 mm) OD
Nitrile
3/4 in. (19 mm) or 1 in. (25 mm) ID
3/8 in. (9.5 mm) ID
1/2 in. (13 mm) ID
Long and short AP4+ AutoPumps are warranted for
five(5) years: Low-Drawdown AP4+ AutoPumps are
warranted for one (1) year.
34

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
� QED
Specifications - Top Inlet, Long
Environmental Systems
3/4 inch (19 mm)
Inside Diameter Discharge Hose
(Equivalent to 1-Inch O.D.Tubing)
SUBMERGENCE OF PUMP HEAD
6-INCH (15 cm)
GALLONS
PER
MINUTE
WfTH
3/4-INCH
I.D. HOSE
18
16
14
12
10
8
6
4
2
0
0 20 40 60 80 100 120 14
6.1 12.218324430536642.748.8
2 FT. (60 cm)
GALLONS
PER
MINUTE
WITH
3/4-INCH
I.D. HOSE
18
16
14
12
10
8
6
4
2
0
0
I
SUBMERGENCE OF PUMP HEAD
68.1
60.6
53
45.4
37.9
30.3
22.7
15.1
7.6
0
200 FT. DEPTH
54.9 61 Meters IN WELL
Flow Rates'
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
AIR INLET PRESSURES
:2
100 PSI
7 •/cm2
68.1
60.6
53
45.4
37.9
30.3
22.7
15.1
7.6
0
20 40 60 80 100 120 140 160 180 200 FT. DEPTH
6.1 12.2 18.3 24430536642748.8 54.9 61 Meters IN WELL
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
10 FT. (300 cm) l
GALLONS
PER 12
MINUTE
WITH
3/4-INCH
I.D. HOSE
18
16
14
10
8
6
4
2
0
0
70 PSI
5 Kg/cm 2
SUBMERGENCE OF PUMP HEAD
IAIR INLET PRESSURE
00 P51
7 Kg/cm 2
40 PSI
3 KcXcm 2
70 PSI
5 Kg/cm 2
20 40 60 80 100 120 140 160
6.1 12.2 18.3 244 305 366 42748.8
68.1
60.6
53
45.4
37.9
30.3
22.7
15.1
7.6
0
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
180 200 FT. •i DEPTH
54.9 61 Meters IN WELL
GALLONS
PER
MINUTE
WITH
1-INCH
I.D. HOSE
1 inch (25.4 mm)
Inside Diameter Discharge Hose
(Equivalent to 1.25-Inch O.D.Tubing)
16-INCH (15 cm) I SUBMERGENCE OF PUMP HEAD
18
16
14
12
o
8
6
4
2
a
0
I 1 1 1 1 1
! AIR INLET PRESSURES
ISgrcm 2
70 P'
5 Kg/cm
20
6.1
UBMERGENCE OF PUMP HEAD
GALLONS
PER
MINUTE
WITH
1-INCH
I.D. HOSE
18
16
40 60 80 100 120 140 160
122 183 24.4 30.5 366 42.7 48.8
180
54.9
68.1
60.6
53
APPROXIMATE
45.4 LITERS
PER
MINUTE
WITH
22.7 25.4 mm
I.D. HOSE
37.9
30.3
15.1
7.6
200 FT. DEPTH
61 Meters 1R WELL
14
12
10
8
6
4
2
0•
0
AIR INLET PRESSURES
100 PSI
7 Kg/cm 2
40
3 Kg/m1PSI 2
T
20 40 60 80 100 120
6.1 122 183 244 305 366
10 FT. (300 cm)
GALLONS
PER
MINUTE
WITH
1-INCH
I.D. HOSE
18
16
14
12
10
8
6
4
2
0
68.1
60.6
53
APPROXIMATE
45.4 LITERS
PER
MINUTE
WITH
25.4 mm
I.D. HOSE
37.9
303
22.7
15.1
7.6
a
140 160 180 200 FT.
42 7 48.8 54.9 61 Meters
70 PSI
5 Kg/cm 2
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
\\SN"...-...----
40PS1 70PS 100s'_i
3 Kgfcm UT 5 Kg'crn 7 Kg/cm 2
0 20 40 60 80 100 120
6.1 122 183 24.4 30.5 36.6
_FLOW RATES MAY VARY WITH SITE CONDITIONS. CALL QED FOR TECHNICAL ASSISTANCE.
1 0 160
427 48,8
180
54.9
68.1
60.6
53
DEPTH
IN WELL
APPROXIMATE
45.4 LITERS
PER
MINUTE
WITH
22.7 25.4 mm
I.D. HOSE
37.9
30.3
15.1
7.6
0
200 FT. �1 DEPTH
Meters J IN WELL
35

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
V QED
Specifications - Top Inlet, Long
Environmental Systems
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
1.6
1.4
13
12
1.1
1.0
.9
.8
.7
.6
.5
.4
3
Air Consumption
100P51
7 Ng/an
70 PSI
5 Kg/an 2
40 PSI
3 Ku/cm 2
12
3/4 inch (19 mm)
112 Inside Diameter Discharge Hose
105 (Equivalent to 1-Inch O.D. Tubing)
9.7
9.0
82
APPROXIMATE
STANDARD
75 LITER OF AIR
PER
6.7 LITER PUMPED
(STD L/LITER)
6.0
52
4.5
3.7
3.0
22
.2
1 20 40 60 80 100 120 140 160 180 200Fr. DEPTH
6.1 12.2 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
1.5
1.4
1.3
1.2
1.1
1.0
.9
.8
.7
.6
5
.4
3
100 PSI
7 K9/cm2
70 PSI
5 K9/cm 2
40 PSI
3w'cm2
12
11.2 1 inch (25.4 mm)
Inside Diameter Discharge Hose
10 s (Equivalent to 1.25-Inch O.D. Tubing)
9.7
9.0
82
APPROXIMATE
STANDARD
7.5 LITER OF AIR
PER
6.7 LITER PUMPED
(STD L/LITER)
6.0
5.2
4.5
3.7
3.0
2.2
.2 1.5
20 40 60 80 100 120 140 163 180 20C FT, DEPTH
6.1 12.2 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
36

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
YOE"
, S • ecifications - Top Inlet, Short
Max. Flow 9 gpm (34 Ipm)
0.D. 3.6 in (91 mm)
Length 45 in. (110 cm)
Advantages
1. The original automatic air -
powered well pump, proven
worldwide over 23 years
2. The highest flow rates and
deepest pumping capabilities in
the industry
3. Patented, proven design for
superior reliability and
durability, even in severe
applications
4.Handles solids, solvents,
hydrocarbons corrosive
conditions, viscous fluids and
high temperatures beyond the
limits of electric pumps
5.Five-year warranty
Description
The AP4+ Top Inlet Short AutoPump provides maximum
capabilities and flow in a top inlet pump for 4" (100 mm)
diameter and larger wells with shorter water columns and
the need for an elevated inlet, such as pumping total fluids
from wells contaminated with LNAPLs. It is offered in
optional versions to handle even the most severe
remediation and landfill pumping applications, and delivers
flow rates up to 9 gpm (34 Ipm)*. The AP4+ Short Top Inlet
AutoPump is complemented by the most comprehensive
selection of accessories to provide a complete system to
meet site specific requirements. Call QED for prompt, no -
obligation assistance on your pumping project needs.
The AutoPump Heritage
The AP4+ Top Inlet Short AutoPump is part of the famous
AutoPump family of original automatic air -powered pumps,
developed in the mid 1980s specifically to handle unique
pumping needs at remediation and landfill sites. Over the
years they've proven their durability at thousands of sites
worldwide. AutoPumps are designed to handle difficult
pumping challenges that other pumps can't, such as
hydrocarbons, solvents, suspended solids, corrosives,
temperature extremes, viscous fluids and frequent start/
stop cycles. Beyond just the pump, AutoPump systems
offer the most complete range of tubing, hose, connectors,
wellhead caps and accessories to help your installation go
smoothly. This superior pumping heritage, application
experience and support back up every AutoPump you put to
work on your project.
37

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
V QED
Specifications - Top Inlet, Short
Environmental Systems
Pump Dimensions
6" (106 cm)
Liquid Discharge
Inlet
Air Supply
Exhaust
O.D. 3.6" (91 mm)
Application Limits (Base model)
AP4+ AutoPumps are designed to handle
the application ranges described below.
For applications outside these ranges,
consult QED about AP4+ upgrades.
Maximum Temperature: 180°F (82°C)
pH Range: 4-9
Solvents and Fuels: diesel, gasoline,
JP1-JP6,#2 heating oils, BTEX, MTBE,
landfill liquids
*Consult QED for higher flow requirements
Specifications & Operating Requirements
Model
Liquid Inlet Location
O.D.
Overall Length (Pump & Fittings)
Weight
Maximum Flow Rate
Pump Volume/Cycle
Minimum Accuation Level
Standard Pump
Maximum Depth
Air Pressure
Air Usage
4" - Short AP4+ Top Inlet
Top
3.6 in. (91 mm)
45 in. (110 cm)
15.8 lbs. (7.2 kg)
9 gpm (34 Ipm)* - See Flow Rate Chart
0.22 - 0.36 gal (.83 -1.36 L) MIN
41.6 in. (106 cm)
250 ft. (76 m)
5 -120 psi (0.4 - 8.4 kg/cm2)
0.35 -1.5 scf / gal. (2.4 - 8.4 liter of air /
fluid liter). See air usage chart
=111
High Pressure Pump
Maximum Depth
Air Pressure
Minimum Liquid Density
Standard Construction Materials
Pump Body
Pump Ends
Internal Components
Tube & Hose Fittings
Fitting Type
Tube & Hose Options
Tubing Materials,
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
Hose Material
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
Applies to QED supplied tubing;
other tubing sources may not
conform to QED fittings.
425ft. (130m)
5 - 200 psi (0.4 -14.1 kg/cm2)
0.7 SpG (0.7 g/cm3) - -
Fiberglass or Stainless Steel
Stainless Steel
Stainless Stee9, Viton, P`/DE Hastelloy-C
Brass or Stainless Steel
Barbs, Quick Connects or Easy Fittings
Nylon
1 in. (25 mm) or 1.1/4 in. (32 mm) 0D
1/2 in. (13 mm) 0D
5/8 in. (16 mm) OD
Nitrile
3/4 in. (19 mm) or 1 in. (25 mm) ID
3/8 in. (9.5 mm) ID
1/2 in. (13 mm) ID
Long and short AP4+ AutoPumps are warranted for
five(5) years: Low-Drawdown AP4+ AutoPumps are
warranted for one (1) year.
38

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
■ QE D
Environmental Systems
Specifications - Top Inlet, Short
3/4 inch (19 mm)
Inside Diameter Discharge Hose
(Equivalent to 1-Inch O.D.Tubing)
6-INCH (15 cm)
18
16
14
GALLONS
PER 12
MINUTE 10
WITH
3/4-INCH
I.D. HOSE 6
4
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
100 PSI
7 Kg/cm 2
68.1
60.6
53
Flow Rates'
APPROXIMATE GALLONS
45.4 LITERS PER
379 PER MINUTE
MINUTE WITH
30.3 WITH 1.25-INCH
22.7 19mm O.D. TUBING
I.D. HOSE
15.1
2 . 70 PSI t 7.6
ckm? o
0 20 40 60 63 100 120 140 160 180 200 FT. I DEPTH
6.1 122 183 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters J IN WELL
2 FT. (60 cm)
18
16
14
GALLONS
PER 12
MINUTE 10
WITH
3/4-INCH
I.D. HOSE 6
SUBMERGENCE OF PUMP HEAD
7
AIR INLET PRESSURES
J
2 -
0
0
40 PSI
3 Kg/cm
00 PSI
7 Kg/cm 2
70 P51
5 Kg/cm 2 _
20 40 60 80 100 120 140 160 180 200
6.1 12.2 18.3 244 303 366 427 48.8 54.9 61
10 FT. (300 cm)
18
16
14
GALLONS
PER 12
MINUTE 10
WITH
3/4-INCH
I.D. HOSE 6
4
2
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
20 40 60
6.1 1 2 183
7 K /cm
68.1
60.6
53
APPROXIMATE
45.4 LITERS
37.9 PER
MINUTE
30.3 WITH
227 19 mm
15.1 I.D. HOSE
7.6
0
FT. DEPTH
Meters IN WELL
68.1
69.6
53
45.4
37.9
30.3
22 7
15.1
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
40 P51 70 P51 7.6
3 K�/cm 22 5 /cm2
80 0i 0 '20 140 160 180 200 AFT DEPTH
24.4 30.5 36.6 42.7 48.8 54.9 6' Meters _J IN WELL
1 inch (25.4 mm)
Inside Diameter Discharge Hose
(Equivalent to 1.25-Inch 0.D.Tubing)
SUBMERGENCE OF PUMP HEAD
6-INCH (15 cm)
18
16
14
12
10
8
6
4
2
0
0
1IR INLET PRESSURES
68.1
60.6
53
APPROXIMATE
45.4 LITERS
37.9 PER
MINUTE
30.3 WITH
22.7 31.75 mm
15.1 O.D. TUBING
7.6
0
20 40 60 80 100 120 140 160 180 200 FT. 1 DEPTH
6.1 12218.324430536642.7 48.8 54.9 61 Meters IN WELL
100 PSI
7Kg/cm2
40 PSI 70 PSI
3Kg/cm2 5Kg/cm2
2FT.(60cm)
18
16
14
GALLONS
PER 12
MINUTE 10
WITH
125-INCH 8
0.D.TUBING 6
4
SUBMERGENCE OF PUMP HEAD
240 PSI
O 3 Kg/cm 2
70 P51
5 Kg/cm
O 20 40 60 80 100 120 140 160 180 200 FT.
6.1 12.2 18.3 24 4 30 5 36 6 42.7 48.8 54.9 61 Meters
10 FT. (300 cm)
18
16
14
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
68.1
60.6
53
68.1
60.6
53
APPROXIMATE
45.4 LITERS
37.9 PER
MINUTE
30.3 WITH
22.7 31.75mm
15.1 O.D. TUBING
7.6
0
DEPTH
IN WELL
GALLONS APPROXIMATE
PER 12 45.4 LITERS
MINUTE 10 37.9
PER
WITH MINUTE 2 - 1 PSI
8 30.3 WITH
O.D. TUBING 6 100 PSI 22.7 31.75 mm
7Kg/cm2 O.D.TUBING
4 15.1
2 - 40 PSI 70 P51 7.6
O 3gm 2 - 5 Kg/cm 0
O 20 40 60 80 100 120 140 160 180 200 FT. 1DEPTH
6.1 12.2 18.3 24.4 30.5 36 6 42.7 48.8 54.9 61 Meters J IN WELL
'FLOW RATES MAY VARY WITH SITE CONDITIONS. CALL QED FOR TECHNICAL ASSISTANCE.
39

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
IF QED
Specifications - Top Inlet, Short
^n,i,nnma^ I5voters
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
1.6
15
1.4
1.3
1.2
1.1
1.0
.9
P
.7
.6
5
.4
.3
Air Consumption
100 P51
7 Ky/cm 2
i
70 PSI
12
3/4 inch (19 mm)
11.2 Inside Diameter Discharge Hose
10.5 (Equivalent to 1-Inch O.D. Tubing)
9.7
9.0
81
APPROXIMATE
STANDARD
75 LITER OF AIR
PER
6.7 LITER PUMPED
(STD ULITER)
6.0
5.2
4.5
3.7
3.0
2.2
1 1.5
20 40 60 80 100 120 140 160 180 200 FT. DEPTH
6.1 12.2 183 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
1.6
15
1.4
13
11
1.0
9
7
.6
4
3
00 PSI
7Kg/cm2
21.2 1 inch (25.4 mm)
Inside Diameter Discharge Hose
103 (Equivalent to 1.25-Inch O.D. Tubing)
9.7
9.0
8.2
APPROXIMATE
STANDARD
7.5 LITER OF AIR
PER
6.7 LITER PUMPED
(STD L/LITER)
6.0
5.2
4.5
3.7
3.0
2.2
.2 1.5
20 40 60 80 100 120 140 160 180 200 FT. DEPTH
6.1 12.2 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
40

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
VQE
D
Specifications - Low-Drawdown Top Inlet
Environmental Systems
Max. Flow 6.4 gpm (24 Ipm)
0.D. 3.6 in (91 mm)
Length 30.75 in. (78 cm)
Advantages
1. The original automatic air -
powered well pump, proven
worldwide over 23 years
2. The highest flow rates and
deepest pumping capabilities in
the industry in a low drawdown
top -fill pump
3. Patented, proven design for
superior reliability and
durability, even in severe
applications
4. Handles solids, solvents,
corrosive conditions, viscous
fluids and high temperatures
beyond the limits of electric
pumps
5. One-year warranty
Description
The Low-Drawdown AP4+ Top Inlet AutoPump provides
maximum capabilities and flow in a top inlet pump for 4"
(100 mm) diameter and larger wells with very short water
columns and/or the need to pump down to as low as 27.4
inches (70 cm) above the bottom. It is offered in optional
versions to handle even the most severe remediation and
landfill pumping applications, and delivers flow rates up to
6.4 gpm (24 Ipm). The Low Drawdown AP4+ Top Inlet
AutoPump is complemented by the most comprehensive
selection of accessories to provide a complete system to
meet site specific requirements. Call QED for prompt, no -
obligation assistance on your pumping project needs.
The AutoPump Heritage
The Low-Drawdown AP4+ Top Inlet AutoPump is part of the
famous AutoPump family of original automatic air -powered
pumps, developed in the mid 1980s specifically to handle
unique pumping needs at remediation and landfill sites.
Over the years they've proven their durability at thousands
of sites worldwide. AutoPumps are designed to handle
difficult pumping challenges that other pumps can't, such
as solvents, suspended solids, corrosives, temperature
extremes, viscous fluids and frequent start/stop cycles.
Beyond just the pump, AutoPump systems offer the most
complete range of tubing, hose, connectors, caps and
accessories to help your installation go smoothly. This
superior pumping heritage, application experience and
support back up every AutoPump you put to work on
your project.
41

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
T (QED
Specifications - Low-Drawdown Top Inlet
Environmental Systems
Pump Dimensions
Application Limits (Base model)
AP4+ AutoPumps are designed to handle
the application ranges described below.
For applications outside these ranges,
consult QED about AP4+ upgrades.
Maximum Temperature: 180°F (82°C)
pH Range: 4-9
Solvents and Fuels: diesel, gasoline,
JP1-JP6,#2 heating oils, BTEX, MTBE,
landfill liquids
*Consult QED for higher flow requirements
Specifications & Operating Requirements
Model
Liquid Inlet Location
O.D.
Overall Length (Pumps & Fittings)
Weight
Maximum Flow Rate
Pump Volume/Cycle
Minimum Accuation Level
Maximum Depth
Air Pressure
Air Usage
Minimum Liquid Density
Standard Construction Materials'
Pump Body
Pump Ends
Internal Components
Tube & Hose Fittings
Fitting Type
Tube & Hose Options
Tubing Materials'
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
Hose Material
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
1 Applies to QED supplied tubing;
other tubing sources may not
conform to QED fittings.
4" - Low Drawdown AP4+ Top Inlet
Top
3.6 in. (91 mm)
30.75 in. (78 cm)
9.8 lbs. (4.4 kg)
6.4 gpm (24 Ipm)
0.11-0.16gal (.42-.61L)
27.4 in. (70 cm)
250 ft. (76 m)
5 -120 psi (0.4 - 8.4 kg/cm2)
.31- 2.85 scf/gal. (2.2 - 21.5 liter of air/
fluid liter) - See air usage chart
0.7 SpG (0.7 g/cm3)
Fiberglass or Stainless Steel
Stainless Steel
Stainless Steel, Viton, PVDF, Hastelioy-C
Brass or Stainless Steel
Barbs, Quick Connects or Easy Fittings
Nylon
1 in. (25 mm) or 1-1/4 in. (32 mm) OD
1/2 in. (13 mm) OD
5/8 in. (16 mm) OD
Nitrile
3/4 in. (19 mm) or 1 in. (25 mm) ID
3/8 in. (9.5 mm) ID
1/2 in. (13 mm) ID
Low-Drawdown AP4+ AutoPumps are warranted for
one (1) year.
42

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
r QED
Specifications - Low-Drawdown Top Inlet
Environmental Systems
3/4 inch (19 mm)
Inside Diameter Discharge Hose
(Equivalent to 1-Inch O.D.Tubing)
6-INCH (15 cm)
SUBMERGENCE OF PUMP HEAD
GALLONS
PER
MINUTE
WITH
3/4-INCH
I.D. HOSE
9
8
7
6
5
4
3
2
1
0
0
40 PSI
3 Krcm
1 1 .1 F T I
AIR INLET PRESSURES h""
100 PSI
7K./cm2
70 PSI
5 Kg/cm 2
I 1
20 40 60 80 100 120 140 160 180
6.1 12.2 18.3 24 4 30.5 36.6 42.7 48.8 54.9
2FT.(60cm)
GALLONS
PER
MINUTE
WITH
3/4-INCH
I.D. HOSE
9
8
7
6
5
4
3
2
1
0
0
SUBMERGENCE OF PUMP HEAD
34.1
30.3
26.5
22.7
18.9
15.1
11.4
7.6
3.8
Flow Rates '
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
0
200 FT. DEPTH
61 Meters IN WELT
AIR
INLET PRESSURES
I--'
100 PSI
7K cm2
3 Kg Kg/ccmm 2
70 P51
��
5 Kg/cmI.
l2
34.1
30.3
26.5
22.7
18.9
15.1
11.4
7.6
3.8
0
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
20 40 60 8C 100 120 140 160 180 200 FT. 1H DEPT
6.1 12.2 18 3 24.4 30.5 36.6 42.7 48 8 54.9 61 Meters IN WELL
10FT.(300cm)
GALLONS
PER
MINUTE
WITH
3/4-INCH
I.D. HOSE
9
8
7
6
5
4
3
2
0
0
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES I--
40 PSI
3Kgcm2
100 PSI
7K. cm2
70 P51
5 Kg/cm2
34.1
30.3
26.5
22.7
18.9
15.1
11.4
7.6
3.8
0
20 40 60 80 100 120 140 160 180 200 FT. 1 DEPTH
6.1 12 2 18 3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
1 inch (25.4 mm)
Inside Diameter Discharge Hose
(Equivalent to 1.25-Inch O.D.Tubing)
6-INCH (15 cm)
GALLONS
PER
MINUTE
WITH
1-INCH
I.D. HOSE
9
8
7
6
5
4
3
2
1
0
0
SUBMERGENCE OF PUMP HEAD
I I I 1 I
AIR INLET PRESSURES /-
Nur
00 PSI
7 Kg/cm 2
34.1
30.3
26.5
22.7
18.9
15.1
11.4
7.6
3.8
0
20 40 60 80 100 120 140 160 180 200 FT. DEPTH
6.1 12.2 18.3 244 303 36.6 42.7 48.8 54.9 61 Meters IN WELL
APPROXIMATE
LITERS
PER
MINUTE
WITH
25.4 mm
I.D. HOSE
2 FT. (60 cm)
GALLONS
PER
MINUTE
WITH
1-INCH
I.D. HOSE
9
8
7
6
5
4
3
2
1
0
40 PSI 70 PSI
3 K /cm 5 Kg/cm 2
I- r r
SUBMERGENCE OF PUMP HEAD
1
I--
AIR INLET PRESSURES
100 PSI
7 K /cm2
40 PSI
--
3 Kg/cm2
70 PSI
5 Kg/cm2
11
34.1
30.3
26.5
22.7
18.9
15.1
11.4
7.6
3.8
0
APPROXIMATE
LITERS
PER
MINUTE
WITH
25.4 mm
I.D. HOSE
0 20 40 60 80 100 120 140 160 180 200 FT. 1 DEPTH
6.1 12.2 18.3 244 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
10FT.(300cm)
GALLONS
PER
MINUTE
WITH
1-INCH
I.D. HOSE
9
8
7
6
5
4
3
2
1
0
0
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
40 PSI
3 Kg/cm 2
100 PSI
7I(,1 r...2
70 PSI
5 Kr®
34.1
30.3
26.5
22.7
18.9
15.1
11.4
7.6
3.8
0
20 40 60 80 100 120 140 160 180 200 FT. DEPTH
6.1 12 2 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
APPROXIMATE
LITERS
PER
MINUTE
WITH
25.4 mm
I.D. HOSE
,FLOW RATES MAY VARY WITH SITE CONDITIONS. CALL QED FOR TECHNICAL ASSISTANCE.
II
43

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
YQED
Specifications - Low-Drawdown Top Inlet
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
2.9
2.8
2.7
2.6
2.5
2.4
2.3
2.2
2.1
2.0
1.9
1.8
1.7
1.6
1.5
1.4
1.3
1.2
1.1
1.0
.9
.8
.7
.6
.5
.4
3
.2
20
6.1
Air Consumption
70 PSI I
5 Kg/cm 2
40 P51
3Kacm2
100 PSI
7 Kg/cm2
21.7
20.9
20.2
19.4
18.7
18.0
17.2
16.5
15.7
15
14.2
13.5
12.7
12
11.2
10.5
9.7
9.0
8.2
7.5
6.7
6.0
5.2
4.5
3.7
3.0
2.2
1.5
40 60 80 100 120 140 160 180 200 FT, DEPTH
12.2 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
3/4 inch (19 mm)
Inside Diameter Discharge Hose
(Equivalent to 1-Inch O.D. Tubing)
APPROXIMATE
STANDARD
LITER OF AIR
PER
LITER PUMPED
(STD L/LITER)
2.9 21.7
2.8 20.9
2.7 20.2
2.6 19.4
2.5 18.7
2.4 18.0
2.3 17.2
2.2 16.5
2.1 15.7
2.0 15
1.9 14.2
1.8 13.5
1.7 .2.7
1.6 12
1.5 11.2
1.4 10.5
1.3 9.7
1.2 9.0
1.1 8.2
1.0 7.5
.9 6.7
.8 6.0
.7 5.2
.6 4.5
.5 3.7
.4 3.0
.3 2.2
.2 ..5
20 40 60 80 100 120 140 160 180 200 FT, DEPTH
6.1 12.2 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
1
100 PSI
7 Kg/cm 2
r
1 inch (25.4 mm)
Inside Diameter Discharge Hose
(Equivalent to 1.25-Inch O.D. Tubing)
APPROXIMATE
STANDARD
LITER OF AIR
PER
LITER PUMPED
(STD L/LITER)
44

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
HHP4T
Max. Flow 9.8 gpm (37.1 Ipm)
O.D. 3.5 in (8.9 cm)
Length 56 in. (142.2 cm)
Advantage
1. Delivers higher flow rates than
all competitive pumps
2. Outstanding value in a high
reliability, high durability pump
3. Easier to service and lighter
weight than other 4" pumps
4. Handles solids, solvents,
corrosive conditions, viscous
fluids and high temperatures
beyond the limits of electric
pumps
5. Three-year warranty
Description
The HammerHead Pro HHP4T Top Inlet AutoPump
provides economy and high flow in a top inlet pump for 4"
(100 mm) wells for applications requiring an elevated inlet,
such as pumping total fluids from wells contaminated with
LNAPLs, and delivers flow rates up to 9.8 gpm (37.1 Ipm).
The HHPro Top Inlet AutoPump is complemented by the
most comprehensive selection of accessories to provide a
complete system to meet site specific requirements. Call
QED for prompt, no -obligation assistance on your pumping
project needs.
The AutoPump Heritage
The HammerHead Pro HHP4T Top Inlet AutoPump is part
of the famous AutoPump family of original automatic air -
powered pumps, developed in the mid 1980s specifically
to handle unique pumping needs at remediation and landfill
sites. Over the years they've proven their durability at
thousands of sites worldwide. AutoPumps are designed to
handle difficult pumping challenges that other pumps can't,
such as hydrocarbons, solvents, suspended solids,
corrosives, temperature extremes, viscous fluids and
frequent start/stop cycles. Beyond just the pump,
AutoPump systems offer the most complete range of
tubing, hose, connectors, wellhead caps and accessories
to help your installation go smoothly. This superior
pumping heritage, application experience and support
back up every AutoPump you put to work on your project.
V' QED
3E

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Top Inlet HammerHead Pro
Pump Dimensions
Application Limits
The HHP4T Top Inlet HammerHead Pro AutoPump
is designed to handle the application ranges
described below. For applications outside
this range, choose the appropriate AP4 model.
Maximum Temperature: 150° F (65° C)
pH Range: 4-9
Solvents and Fuels: diesel, gasoline, JP1-JP6,
#2 heating oil, BTEX, MTBE, landfill liquids
HHP4T
Specifications & Operating Requirements
Model
Liquid Inlet Location
OD
Length Overall (pump & fittings)
Weight
Max. Flow Rate
Pump Volume / Cycle
Standard Model
Max. Depth
Air Pressure Range
Min. Actuation Level
Air Usage
Min. Liquid Density
Standard Construction Materials
Pump Body
Pump Ends
Internal Components
Tube & Hose Fittings
Fitting Type
Tube & Hose Options
Tubing Material
Sizes, - Liquid Discharge
Pump Air Supply
Air Exhaust
Hose Material
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
'Applies to QED supplied tubing;
other tubing sources may not
conform to QED fittings.
4' HammerHead Pro Top Inlet
Top
3.5 in. (8,9 cm) OD
56 in. (142.2 cm) OD
16.5 lbs. (7.5 kg)
9.8 gpm (37.1 Ipm) - See Flow rate chart
0.58 - 0.66 gal (2.2 - 2.5L )
250 ft. (76 m)
5 -120 psi (0.35 - 8.4kg/cm2)
53 in. (134.,6 cm)
0.34-1.13 scf / gal.
(2.24-8.23 liters of air / fluid liter)
See air usage chart
0.7 SpG (0.7 g/cm3)
Fiberglass
Stainless Steel, Brass, Acetal
Stainless Steel, Viton
Brass
Barb or Quick Connect
Nylon
1 in. (25 mm) or 1-1/4 in. (32 mm) OD
1/2 in. (12 me CD
5/8 in. (16 mm) OD
Nitrite
3/4 in. (19 mm) or 1 in. (25 mm) ID
3/8 in. (9 mm) ID
1/2 in. (12 mm) ID
HammerHead Pro Pumps are warranted for three (3)
years: 100% materials and workmanship.
P.O. Box 3726 Ann Arbor, MI 48106-3726 USA 1.800.624.2026 F 1.734.995.1170 [e-mail] www.gedenv.com
39

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
GALLONS
PER
MINUTE
WITH
1-INCH
0.D. TUBING
HHP4T
utoPum • °
Top Inlet HammerHead Pro
1.00 inch (25.4 mm) O.D.
Fluid Discharge Tubing
(Equivalent to 3/4-inch. (19 mm) Hose)
k 6-INCH (15 cm) SUBMERGENCE OF PUMP HEAD
18 ■■■■■■■■■■ 68.1
16 ■11M=1♦111i.1l♦11111■
14 ■I----- --■
■■■■■■■■■■
8
■■■■■■■■■■
■.
4 -•_II■■_■ PIMMMINICKSL
2 40 P51
Kg/an2 J 111 5 K2
g/vn U
12
10
0
0
20
6.1
60.6
53
45.4
37.9
30.3
22.7
15.1
7.6
0
40 60 80 '' 140 160 180 200 FT.
12.2 18.3 244 30.5 36.6 42.748.8 549 61 Meters
SUBMERGENCE OF PUMP HEAD
2 FT. (60 cm)
18
16
14
GALLONS
PER 12
MINUTE
WITH
1-INCH
O.D. TUBING
GALLONS
PER
MINUTE
WITH
1-INCH
O.D. TUBING
10
8
6
4
2
'j. AIR INLET PRESSURES
00 PSI
7K. cm2
40 PSI \ 70 PSI
0 3 Kg/an 2 5 Kg/cm 2 0
O 20 40 60 80 100 120 140 160 180 200 FT. 1 DEPTH
6.1 12.2 18.3 24.4 30 5 366 42748.8 54.9 61 Meters IN WELL
110 FT. (300 cm)1 SUBMERGENCE OF PUMP HEAD
68.1
60.6
53
45.4
37.9
30.3
22.7
15.1
Flow Rates'
APPROXIMATE
LITERS
PER
MINUTE
WITH
25.4 mm
O.D. TUBING
DEPTH
IN WELL
APPROXIMATE
LITERS
PER
MINUTE
WITH
25.4 mm
O.D. TUBING
18
16
14
12
10
8
6
4
2
100 PSI
7 cm2
40 PSI 70 PSI
O ?V 5Kg/cm2 0
O 20 40 60 80 100 120 140 1•' 18• 00 FT. 1 DEPTH
6.1 12.2 18.3 24.4 305 366 42.748.8 54.9 61 Meters IN WELL
APPROXIMATE
45.4 LITERS
PER
MINUTE
WITH
22.7 25.4mm
O.D. TUBING
7.6
68.1
60.6
53
37.9
30.3
15.1
7.6
1.25 inch (32 mm) 0.D.
Fluid Discharge Tubing
(Equivalent to 1- inch. (25.4 mm) Hose)
GALLONS
PER 12
MINUTE
WITH
1.25-INCH
0.D. TUBING 6
4
2
0
0
SUBMERGENCE OF PUMP HEAD
6B
60
53
45
37
30
22
15
T
-
AIR INLET PRESSURES
40 PSI
3 Kg/cm 2
70 PSI
5 Kg/cm 2
6.1 12.2 18.3 24430536642748.8 54.9 61
2 FT. (60 cm)
GALLONS
PER
MINUTE
WITH
1.25-INCH
0.D. TUBING
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
GALLONS APPROXIMATE
PER LITERS
MINUTE , PER
WTH MINUTE
1.25-INCH 8 WITH
0.D. TUBING 6 100PSI 31.75mm
7Kg/cm 2 O.D. TUBING
4
2 - 40 P51 70 P51
0 3K cm2 5Kg/cm 2 1 0
0 20 40 60 80 100 120 140 160 180 200 FT.
6.1 12.2 18.3 244 30.5 36.6 42.7 48.8 54.9 61 Meters 1 IN DEWELLPTH
18
16
14
12
10
8
5
4
2
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
0
0 20
6.1
40 PSI
3K/ 2
100 PSI
7 Kg/cm 2
70 PSI
5 Kg/cm 2
6
A
9
3
7
1
6
APPROXIMATE
LITERS
PER
MINUTE
WITH
31.75 mm
O.D. TUBING
T. DEPTH
Meters IN WELL
68.1
60.6
53
45.4
37.9
30.3
22.7
15.1
7.6
APPROXIMATE
LITERS
PER
MINUTE
WITH
31.75 mm
0.D. TUBING
Kg/cm 0
40 60 80 100 120 140 160 180 200 FT. j DEPTH
12.2 18.3 24A 305 36642.748.8 54.9 61 Meters IN WELL
10FT. (300cm
18
16
14
12
10
[ 6-INCH (15 cm 3
18
16
14
10
8
FLOW RATES MAY VARY WITH SITE CONDITIONS. CALL QED FOR TECHNICAL ASSISTANCE.
68.1
60.6
53
45.4
37.9
30.3
22.7
15.1
Y QED
40

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
u 0 ' ump®
Top Inlet HammerHead Pro
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
1.6
15
IA
1.3
1.2
1.1
1.0
.9
.8
.7
.6
.5
.4
.3
.2
20
6.1
Air Consumption
100 PSI
7 Kg/cm 1
40 P51
3/cm2
70 P51
51G1/cm Z
1.6
15
1.4
1.3
1.2
1.1
1.0
.9
.8
.7
.6
5
.4
.3
40 60 80 100 120 140 160 180
12.2 18.3 24.4 30.5 36.6 42.7 48.8 54.9
HHP4T
12 1.00 inch (25.4 mm) 0.D.
11.2 Fluid Discharge Tubing
(Equivalent to 3/4-inch.
10.5 (19 mm) Hose)
9.7
9.0
82
APPROXIMATE
STANDARD
75 LITER OF AIR
PER
6.7 LITER PUMPED
(STD ULITER)
6.0
5.2
4.5
3.7
3.0
2.2
1.5
200 Fr.
61 Meters DEPTH
IN WELL
f ti
12
11.2 1.25 inch (32 mm) 0.D.
Fluid Discharge Tubing
10.5 (Equivalent to 1- inch.
97 (25.4 mm) Hose)
9.0
82
APPROXIMATE
STANDARD
75 LITER OF AIR
PER
6.7 LITER PUMPED
(STD ULITER)
6.0
5.2
4.5
3.7
3.0
2.2
.2 1.5
20 40 60 80 100 120 140 160 180 200 FT, DEPTH
6.1 122 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters ] IN WELL
P.O. Box 3726 Ann Arbor, MI 48106-3726 USA 1.800.624.2026 F 1.734.995.1170 [e-mail] www.qedenv.com
41

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix IV - System Influent Laboratory Report

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Con-CEsr
ANALYTICAL LABORATORY
I crUle UI I. UI Jt I ll3
39 Spruce Street* East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
April 9, 2018
Bradley Keyse
S&ME, Inc - Arden, NC
44 Buck Shoals Road C-3
Arden, NC 28704
Project Location: 125 Hospital Drive, Spruce Pine, NC
Client Job Number:
Project Number: 4305-17-109H
Laboratory Work Order Number: 18C1284
Enclosed are results of analyses for samples received by the laboratory on March 30, 2018. If you have any questions concerning
this report, please feel free to contact me.
Sincerely,
116 tqft:dtVit(
Kerry K. McGee
Project Manager
Page 1 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
I Hine UI VUIILUIIL
Table of Contents
Sample Summary 3
Case Narrative 4
Sample Results 5
18C1284-01 5
Sample Preparation Information 8
QC Data 9
Volatile Organic Compounds by GC/MS 9
B200229 9
Metals Analyses (Total) 10
B200353 10
Conventional Chemistry Parameters by EPA/APHA/SW-846 Methods (Total) 11
B199948 11
B200134 11
B200328 11
Flag/Qualifier Summary 12
Certifications 13
Chain of Custody/Sample Receipt 14
Page 2 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
con-tEsr
ANALYTICAL LABORATORY
t etule u9LUtlt�tltti
S&ME, Inc - Arden, NC
44 Buck Shoals Road C-3
Arden, NC 28704
ATTN: Bradley Keyse
39 Spruce Street' East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
PURCHASE ORDER NUMBER:
PROJECT NUMBER: 4305-17-109H
ANALYTICAL SUMMARY
REPORT DATE: 4/9/2018
WORK ORDER NUMBER: 18C 1284
The results of analyses performed on the following samples submitted to the CON -TEST Analytical Laboratory are found in this report.
PROJECT LOCATION: 125 Hospital Drive, Spruce Pine, NC
FIELD SAMPLE #
LAB ID: MATRIX
SAMPLE DESCRIPTION
TEST SUB LAB
Influent 18C1284-01 Ground Water EPA 1664B
EPA 420.1
SM21-22 2540D
SM21-22 6200B
SW-846 6010C-D
Page 3 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
ANALYTICAL LABORATORY
I al./lb Vl l,OIILCI ILCi
39 Spruce Street' East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CASE NARRATIVE SUMMARY
All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report.
For method 6200B elevated reporting limits for samples 18C 1284-01 due to high concentrations of target compounds. Only a select list of analytes was
requested and reported.
SM21-22 6200B
Qualifications:
RL-11
Elevated reporting limit due to high concentration of target compounds.
Analyte & Samples(s) Qualified:
18C1284-01 [Influent]
SW-846 60100D SW-846 6020A/B
For NC, Metals methods SW-846 6010D and SW-846 6020B are followed, and for all other states methods SW-846 6010C and SW-846 6020A are followed.
The results of analyses reported only relate to samples submitted to the Con -Test Analytical Laboratory' for testing.
I certify that the analyses listed above, unless specifically listed as subcontracted, if any, were performed under my direction according to the approved methodologies listed
in this document, and that based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the
best of my knowledge and belief, accurate and complete.
Lisa A. Worthington
Project Manager
Page 4 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
44) ANALYTICAL LABORATORY
COfl.-CESC'
I dUIC UI liU!!LW ILS
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Project Location: 125 Hospital Drive, Spruce Pine, Sample Description: Work Order: 18C1284
Date Received: 3/30/2018
Field Sample #: Influent Sampled: 3/29/2018 14:30
Sample ID: 18C1284-01
Sample Matrix: Ground Water
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
Analyte
Date Date/Time
Results RL DL Units Dilution Flag/Qual Method Prepared Analyzed Analyst
Benzene 46 1.0 0.24 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
1,2-Dichloroethane ND 2.0 0.39 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
Ethylbenzene 18 1.0 0.26 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
Methyl tert-Butyl Ether (MTBE) ND 1.0 0.18 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
Naphthalene 76 10 0.24 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
Toluene 13 1.0 0.34 Ma, 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
myp Xylene 43 2.0 0.51 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
o-Xylene 41 1.0 0.26 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
Xylenes (total) 84 3.0 µgL 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
Surrogates
% Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 93.2 70-130 4/6/18 10:38
Toluene-d8 98.5 70-130 4/6;18 10:38
4-Bromofluorobenzene 98.0 70-130 4/6.'18 10:38
Page 5 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
ANALYTICAL LABORATORY
r dine t)1 liUl!LelILb
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Project Location: 125 Hospital Drive, Spruce Pine, Sample Description:
Date Received: 3/30/2018
Field Sample #: Influent Sampled: 3/29/2018 14:30
Sample ID: 18C1284-01
Sample Matrix: Ground Water
Work Order: 18C1284
Analyte
Metals Analyses (Total)
Date Date/Time
Results RL DL tints Dilution Flag/Qual Method Prepared Analyzed Analyst
Lead ND 0.010 0.0044 mg/L 1 SW-846 6010C-D 4/6/18 4/6/18 18:55 QNW
Page 6 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
con -tor
ANALYTICAL LABORATORY
1 dUle UI UUI Ref tlb
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Project Location: 125 Hospital Drive, Spruce Pine, Sample Description: Work Order: 18C1284
Date Received: 3/30/2018
Field Sample #: Influent Sampled: 3/29/2018 14:30
Sample ID: 18C1284-01
Sample Matrix: Ground Water
Analyte
Conventional Chemistry Parameters by EPA/APHA/SW-846 Methods (Total)
Date Date/Time
Results RL DL Units Dilution FlaglQual Method Prepared Analyzed Analyst
Phenol 0.077 0.050 0.047 mg/L 1 EPA 420.1 4/4/18 4/5/18 14:00 MMH
Total Suspended Solids 2.2 1.0 0.61 mg/L 1 SM21-22 2540D 4/2/18 4/2/18 13:10 LL
011 & Grease (HEM) ND 1.4 0.99 mg/L 1 EPA 1664B 4/6/18 4/6/18 13:00 LL
Page 7 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
conwtesr
ANALYTICAL LABORATORY
I dine Ul liil ltCllt,
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Sample Extraction Data
EPA 1664B
Lab Number [Field ID] Batch Initial [mL] Date
18C1284-01 [Influent] B200328 1000 04/06/18
EPA 420.1
Lab Number [Field ID]
Batch Initial [mil Final [mL] Date
18C1284-01 [Influent]
B200134 50.0 50.0 04/04/18
SM2I-22 2540D
Lab Number [Field ID] Batch Initial [mL] Date
18C1284-01 [Influent] B199948 500 04/02/18
Prep Method: SW-846 5030B-SM21-22 6200B
Lab Number [Field ID]
Batch Initial ImLI Final [mL] Date
18C1284-01 [Influent]
B200229 2.5 5.00 04/05/18
Prep Method: SW-846 3005A-SW-846 6010C-D
Lab Number [Field ID]
Batch Initial [mL] Final [mL] Date
18C1284-01 [Influent]
B200353 50.0 50.0 04/06/18
Page 8of16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
I elUIC UI 1,U111C1Itb
39 Spruce Street • East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
QUALITY CONTROL
Volatile Organic Compounds by GC/MS - Quality Control
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch B200229 - SW-846 5030B
Blank (B200229-BLK1)
Benzene
1,2-Dichloroethane
Ethylbenzene
Methyl tert-Butyl Ether (MTBE)
Naphthalene
Toluene
m+p Xylene
o-Xylene
Xylenes (total)
ND 0.50 µg/L
ND 0.50 µg/L
ND 0.50 µg/L
ND 0.50 µg'L
ND 0.50 µg/L
ND 0.50 µg/L
ND 1.0 µg/L
ND 0.50 µg/L
ND 1.5 µg/L
Prepared: 04/05/18 Analyzed: 04/06/18
Surrogate: 1,2-Dichloroethane-d4 23.1 µg/L 25.0 92.4 70-130
Surrogate: Toluene-d8 24.9 µg/L 25.0 99.5 70-130
Surrogate: 4-Bromofluorobenzene 24.0 WI 25.0 96.1 70-130
LCS (B200229-BSI) Prepared & Analyzed: 04/05/18
Benzene 10.1 0.50 µg/L 10.0 101 70-130
1,2-Dichloroethane 8.73 0.50 µg/L 10.0 87.3 70-130
Ethylbenzene 10.2 0.50 µg/L 10.0 102 70-130
Methyl tert-Butyl Ether (MTBE) 9.43 0.50 µg'L 10.0 94.3 70-130
Naphthalene 9.26 0.50 µg/L 10.0 92.6 70-130
Toluene 9.73 0.50 µg'L 10.0 97.3 70-130
m+p Xylene 20.4 1.0 µg/L 20.0 102 70-130
o-Xylene 10.1 0.50 µg/L 10.0 101 70-130
Surrogate: 1,2-Dichloroethane-d4 23.3 µg/L 25.0 93.4 70-130
Surrogate: Toluene-d8 24.6 µg/L 25.0 98.3 70-130
Surrogate: 4-Bromofluorobenzene 24.6 µg'L 25.0 98.4 70-130
LCS Dup (B200229-BSD1) Prepared: 04/05/18 Analyzed: 04/06/18
Benzene
1,2-Dichloroethane
Ethylbenzene
Methyl tert-Butyl Ether (MTBE)
Naphthalene
Toluene
m+p Xylene
o-Xylene
Surrogate: 1,2-Dichloroethane-d4
Surrogate: Toluene-d8
Surrogate: 4-Bromofluor obenzene
10.0 0.50 µg/L 10.0 100 70-130 0.894 25
5.83 0.50 µg/L 10.0 88.3 70-130 1.14 25
10.2 0.50 µg/L 10.0 102 70-130 0.295 25
9.61 0.50 µg/L 10.0 96.1 70-130 1.89 25
5.93 0.50 µg/L 10.0 89.3 70-130 3.63 25
9.63 0.50 µg/L 10.0 96.3 70-130 1.03 25
20.0 1.0 µg/L 20.0 99.8 70-130 2.03 25
10.0 0.50 µg/L 10.0 100 70-130 0.895 25
23.8 118/1- 25.0 95.2 70-130
14.7 118/1- 25.0 98.8 70-130
24.4 µg/L 25.0 97.8 70-130
1
t
Page 9 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
COO-CESr
ANALYTICAL LABORATORY
I ilUle 01 1i0Iltelilb
39 Spruce Street' East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Analyte
Result
Reporting
Limit
Spike Source
Units Level Result %REC
%REC
Limits
RPD
RPD Limit Notes
Batch B200353 - SW-846 3005A
Blank (B200353-BLK1)
Lead
LCS (B200353-BS1)
Lead
LCS Dup (B200353-BSD1)
Lead
ND
Prepared & Analyzed: 04/06/18
0.010 mg/L
Prepared & Analyzed: 04/06/18
0.501 0.010 mg/L 0.500
100 80-120
Prepared & Analyzed: 04/06/18
0.494 0.010 mg/L 0.500
98.9 80-120 1.44 20
Page 10 of 16 1

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
cOn-tEsr
ANALYTICAL LABORATORY
I dUIC UI toUIILUI11.5
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
QUALITY CONTROL
Conventional Chemistry Parameters by EPAiAPHAiSV4-846 Methods (Total) - Quality Control
Analyte
Result
Reporting
Limit
Spike Source
Units Level Result
%REC
%REC Limits
RPD
RPD Limit Notes
Batch B199948 - SM21-22 2540D
Blank (B199948-BLK1)
Total Suspended Solids
LCS (B199948-BS1)
Total Suspended Solids
Batch B200134 - EPA 420.1
Prepared & Analyzed: 04/02/18
ND 2.5 mg/L
Prepared & Analyzed: 04/02/18
176 20 mg/L 200 88.0 66.7-117
Blank (B200134-BLK1)
Phenol
LCS (B200134-BS1)
ND 0.050 mg/L
Prepared: 04/04/18 Analyzed: 04/05/18
Prepared: 04/04/18 Analyzed: 04/05/18
Phenol
LCS Dup (B200134-BSD1)
Phenol
Batch B200328 - EPA 1664B
0.53 0.050
mg/L 0.500 107 71.1-117
Prepared: 04/04/18 Analyzed: 04/05/18
0.55
0.050 mg/L
0.500 110
71.1-117 2.81 9.35
Blank (B200328-BLK1)
Prepared & Analyzed: 04/06/18
Oil & Grease (HEM)
Blank (B200328-BLK2)
Oil & Grease (HEM)
LCS (11200328-BS1)
ND 1.4 mg/L
ND 28 mg/L
Oil & Grease (HEM)
LCS (B200328-BS2)
16
Prepared & Analyzed: 04/06/18
Prepared & Analyzed: 04/06/18
mg/L 20.0
Oil & Grease (HEM)
380
79.0 78-114
Prepared & Analyzed: 04/06/18
mg/L 400
94.0 78-114
Page 11 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
con -test -
ANALYTICAL LABORATORY
I Jule Ul VUIILCtllb
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
FLAG/QUALIFIER SUMMARY
• QC result is outside of established limits.
t Wide recovery limits established for difficult compound.
$ Wide RPD limits established for difficult compound.
Data exceeded client reccmmended or regulatory level
ND Not Detected
RL Reporting Limit is at the level of quantitation (LOQ)
DL Detection Limit is the lower limit of detection determined by the MDL study
MCL Maximum Contaminant Level
Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the
calculation which have not been rounded.
No results have been blank subtracted unless specified in the case narrative section.
RL-11 Elevated reporting limit due to high concentration of target compounds.
Page 12 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
con-tEsr
ANALYTICAL LABORATORY
1 dull'; Ut t.utILC1IL,
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CERTIFICATIONS
Certified Analyses included In this Report
Analyte Certifications
EPA 1664B in Water
Oil & Grease (HEM)
EPA 420.1 in Water
CT,MA,NH,NY,RI,NC,ME,VA
Phenol CT,MA,NH,NY,RI,NC,ME,VA
SM21-22 2540D in Water
Total Suspended Solids CT,MA,NH,NY,RI,NC,ME,VA
SM21-22 6200B in Water
Benzene NC
l,2-Dichloroethane NC
Ethylbenzene NC
Methyl tent -Butyl Ether (MTBE) NC
Naphthalene NC
Toluene NC
m p Xylene NC
o-Xylene NC
SW-846 6010C-D in Water
Lead CT,NH,NY,ME,VA,NC
The CON -TEST Environmental Laboratory operates under the following certifications and accreditation:
Code Description Number Expires
AIHA AIHA-LAP, LLC - ISO17025:2005 100033 03/1/2020
MA Massachusetts DEP M-MA100 06/30/2018
CT Connecticut Department of Publilc Health PH-0567 09/30/2019
NY New York State Department of Health 10899 NELAP 04/1/2019
NH-S New Hampshire Environmental Lab 2516 NELAP 02/5/2019
RI Rhode Island Department of Health LA000112 12/30/2018
NC North Carolina Div. of Water Quality 652 12(31/2018
NJ New Jersey DEP MA007 NELAP 06/30/2018
FL Florida Department of Health E871027 NELAP 06/30/2018
VT Vermont Department of Health Lead Laboratory LL015036 07/30/2018
ME State of Maine 2011028 06/9/2019
VA Commonwealth of Virginia 460217 12/14/2018
NH-P New Hampshire Environmental Lab 2557 NELAP 09/6/2018
VT-DW Vermont Department of Health Drinking Water VT-255716 06/12/2018
NC-DW North Carolina Department of Health 25703 07/31/2018
Page 13 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
I dUIC UI l.,U11LC11L,
Doc # 379 Rev 1_03242017
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DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
310 ucU 10 I I esur. yvuf package or shipment with FedEx Tracking
I ittile UI liUI IWI !lb
IMPORTANT!
FedEx is closely monitoring the winter storms across portions of the U.S. Learn More
i-edE x�t::l:!r1cs
7.71882256414
Ship date:
Fri 3/30/2018
Raleigh, NC US
2 Piece shipment
4) 4) 441-
Delivered
Signed for by: R.FRIO
Actual delivery:
Sat 3/31/2018 10;31 am
EAST LONGMEADOW, MA US
Travel History
AL Date/Time Activity
• 3/31/2018 - Saturday
10:31 am
8:41 am
8:07 am
6.34 am
3.23 am
Delivered
On FedEx vehicle for delivery
At local FedEx facility
At destination sort facility
Departed FedEx location
3/30/2018 - Friday
11:01 pm Arrived at FedEx location
9:36 pm Left FedEx origin facility
4113 pm Picked up
2:53 pm Shipment information sent to FedEx
Shipment Facts
Tracking Number
Master tracking
number
Dimensions
Total pieces
Terris
Packaging
Standard
transit
771882256414
771882256414
24x14x14 in,
2
Third Party
Your Packaging
3/31/2018 by 12:D0 pm
OIJR COMPANY
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EAS1 LOHSLIEAOOW MA
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V: YJDSOK LOCKS. CT
EAST GRAPEY CT
II-EMPHJS_ TN
MEMPHIS. Tti
DURFHAM. NC
RALEIGH. NC
Service
Weight
Delivered To
Total shipment weight
Shipper reference
Special handling
section
FedEx Priority Overnight
151bs/6.8kgs
Receptionist/Front Desk
30 Ibs / 13.61 kgs
80
For Saturday Delivery, Additional
Handling Surcharge
FedEx Compatible
https://www.fedex.com/appstfedexttacid?action=track&tracknumbers=771882256414&locale=en_US&cntry_code=us
Page 15 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
I dUltl UI %..UI Iltlf ILb
r
Client
411-11441 AiVALLY-Tit CAL_ L�EBORATORY
Login Sample Receipt Checklist - (Rejection Criteria Listing - Using Acceptance Policy) Any False
Statement will be brought to the attention of the Client - State True or False
VVA
Received By Date Time 1(33
How were the samples In Cooler No Cooler On Ice 1 No Ice
Ambient Melted Ice
Were samples within
By Gun # 5-1 --1 Actual Temp - 3. D- c"
received? Direct from Sampling
cono- tEst�
Temperature? 2-6°C 7
Was Custody Seal Intact?
Was COC Relinquished ?
By Blank #
Actual Temp -
Were Samples Tampered with?
Does Chain Agree With Samples?
T
Are there broken/leaking/loose caps on any samples? T=
Is COC in ink/ Legible? 7 Were samples received within holding time? T
Did COC include all Client 7 Analysis T Sampler Name -7
pertinent Information? Project 1D's i Collection Dates/Times ;
Are Sample labels filled out and legible? 7-
Are there Lab to Filters? Who was notified?
c- Who was notified?
k _ Who was notified?
Are there Rushes?
Are there Short Holds?
Is there enough Volume?
Is there Headspace where applicable?
Proper Media/Containers Used?
Were trip blanks received?
Do all samples have the proper pH?
Acid
MS/MSD?
Is splitting samples required?
On COC?
T
Base
,_ _.r_.�`•r?_
_.
r...s--t' liiii-
.:�-ice __._: -
... ._.
1 Liter Plastic
`•574_..
41S3s`na.s._.._.
16 oz Amb
.�..
Unp-
1 Liter Amb.
HCL-
lC
500 mL Amb.
t
500 mL Plastic
1
8oz Amb/Clear
Meoh-
250 mL Amb.
250 mL Plastic
I.
4oz Amb/Clear
Bisulfate-
Col./Bacteria
Flashpoint
2oz Amb/Clear
DI-
Other Plastic
Other Glass
Encore
Thiosulfate-
SOC Kit
Plastic Bag
Frozen:
Sulfuric-
, Perchlorate
Ziplock
nrIAIMBNIKM==rlirf-
Unp-
Unused Media
-r
1 Liter Plastic
_ - _ _ 1_
16 oz Amb.
1 Liter Amb.
HCL-
500 mL Amb.
500 mL Plastic
8oz Amb/Clear
Meoh-
250 mL Amb.
250 mL Plastic
4oz Amb/Clear
Bisulfate-
Col./Bacteria
Flashpoint
2oz Amb/Clear
DI-
Other Plastic
Other Glass
Encore
Thiosulfate-
SOC Kit
Plastic Bag
Frozen:
Sulfuric-
Perchlorate
Ziplock
Comments:
Page 16 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix V — Oil/Water Separator Specifications

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
I''
DYNA'PAK
OIL/WATER SEPARATORS
For the Removal of Both Dispersed Oils & Settleable Solids
ASTERING THE ART OF OIL/WATER SEPARATION

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
HYDRO-FLO'S
Dyna-Pak oil/water
separators provide
maximum efficiency and
higher capacities in a
compact, cost effective
package.
BASIC CONCEPTS
The basic concept used by most
manufacturers' of gravity type oil water
separators is that •materials of -different
specific gravities will rise and settle at
predictable rates. By using the basic
formulas, as outlined in Stokes Law, we
can predict the retention time necessary to
separate oil of any specific gravity and
droplet size, from any given waste stream at
the desired flow rate. The problem is that a
separator based solely on retention time
cannot effectively separate oil particles
smaller than 150 microns, and if they could
they would' be prohibitively large.
By placing certain materials in the waste
stream, the efficiencies of oil/watersepara-
tion can be greatly improved due mainly to
WITH DYNA-PAK
COALESCING
MEDIA
;IF)
DYNA-PAK
COALESCING MEDIA
impingement on their surfaces. As fine oil
droplets impinge upon the plate surfaces
they coalesce, or merge, with previous drop-
lets to produce much larger droplets. There
they continue to crow in size until they are
large enough to break free and rapidly rise
to the surface where they are skimmed or
decanted. This coalescing action allows
removal of smaller droplets than is possible
with a standard gravity separator.
The effectiveness of any coalescing media
is governed by several critical variables,
shape, density, available surface area,
velocity and direction
of flow, material of
construction, and solids
handling capabilities. A t Hydro-
Fl o we use a proprietary Dyna-Pak
cross corrugated coalescing media.
The Dyna-Pak media was designed with
consideration of all these factors. The
specific shape and spacing of the Dyna-Pak
plates provides greater coalescing
performance than any othermedia available,
while also assuring maximum protection
from blinding. The Dyna-Pak media is
molded of a highlyoleophilic (oil attracting)
material which greatly enhances our oil -
water separation capabilities.
OPERATION
INFLUENT DIFFUSION .
CHAMBER:
Flow enters the inlet chamber where it is
evenly dispersed through a non -clog dif-
fuser across the width and depth of the
Dyna-Pak. Large solids fall out of suspen-
sion here before entering the separation
chamber,
SEPARATION CHAMBER:
The separation chamber is filled with the
Dyna-Pak coalescing media. The pack cre-
ates a uniform cross -sectional resistance
which further helps disperse the flow
throughout the separation chamber. The
sinuosidial flow of wastewater through the
pack serves to promote intimate contact
between the oil droplets and the plate sur-
faces. The coalesced oil has the Ieast re-.
stricted path to exit the waste stream, and
slides to the top of the pack on the surfaces
of the
plates. Solids
entering the pack
encounter a 60 degree
angle of inclination which
is optimum for solids settling.
The solids slide down the plates
gathering both m ass and velocity as they
near the bottom of the pack and drop into
the sludge collection chamber.
SLUDGE COLLECTION
CHAMBER:
The sludge collection chamber is located
directly beneath the Dyna-Pak and pro-
vides ample volume for the settled sludge.
The sides of the chamber are sloped at 45
degrees to insure easy and complete re-
moval of the sludge. .
OIL REMOVAL:
The separated oil accumulates at the sur-
face of the separation chamber where it
displaces the water, as the oil layer in-
creases, oil automatically spills over an
adjustable oil skimming weir into an inte-
gral oil reservoir where it can either flow by
gravity or be pumped automatically to
remote storage tanks.
EFFLUENT CHAMBER:
The clean wazerleavingthe Dyna Pakflows
under the oil reservoir and up over the ad-
justable effluent weir, which maintains the
liquid level throughout the separator. As
the clean water passes over the effluent
weir it enters the effluent or clean water
chamber where itcan either flow by gravity
or be pumped automatically.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
OF OIL,
WATER
& SOLIDS
SMALL
DROPLETS
L`
LARGE
DROPLETS
OUT
• SOLIDS
VENT
otL
* Shown with
optional oil
reservior
MAJOR SECTION
MATERIALS OF
CONSTRUCTION:
Standard materials of construction include,
but are not limited to, carbon steel, stainless
steel, PVC, neoprene, schedule 40 pipe,
150# ANSI flanges, and grade 5 stainless
steel fasteners, all water tight weld joints
are double welded and tested either hydro-
statically, magnafiuxed, dye -penetrant or
other NDE methods in accordance with
current military specifications.
COATINGS:
Above grade carbon steel tanks have an
exterior surface that is prepared to a SSPC-
SP6, commercial blast, and given one (1)
coat of self priming epoxy paint (6DMT).
All steet tanks have an interior surface that
is prepared to a SSPC-SP10, near white
metal blast, and given two (2) coats of coal
tar epoxy (16 DMT). As a standard on all
buried equipment, Hydro -Flo will supply
dielectric insulators and anodes to insure
state-of-the-art corrosion protection for
years of trouble free operation.
AVAILABLE OPTIONS:
❑ Flow control packages
❑ Influent pump package
"...Overall effluent oil
content has been
reported
b CLEAN to be up to 60% lower
WATER for parallel plate
systems, with a higher
proportion
of small oil droplets
recovered"
❑ Sludge pump out package
❑ Recovered oil pump out package
0 Effluent oil content monitor
❑ Heater pacicage for freeze protection
❑ Hazardous environment upgrades
available
Cl All stainless steel construction
❑ Elevated temperature protection (For
applications over 140 Degrees F.)
❑ Special coating systems for severe
interior/exterior environments
❑ Sludge auger package
❑ Oil drag skimmer package
❑ Chemical pre and post treatment for
complex emulsions.
FEATURES:
❑ Sizes from 2 GPM to 3000 GPM
❑ Sludge collection chamber -keep media
maintenance fig
❑ Compact design -takes up less space than
competitive units
❑ Best possible oil removal without
chemical treatment
❑ Fast and easy installation
❑ Fast delivery
0 High quality -we can compare every
aspect of our equipment against any of
the competition
Design & Operation of
Oil:. Water Separators
API Publication 421, Feb. 1990
Note: Any reference to
the AP! is not meant as an
endorsement by the
American Petroleum Institute.
❑ Removes both dispersed oil (down to 10
PPM@ 20 microns) and settleable solids
❑ Custom designs for specialized
applications -no matter what your
requirements are, Hydro -Flo isyourbest
choice for oily waste solutions
APPLICATIONS:
❑ Automotive Maintenance Facilities
❑ Airports
❑ Bus terminals
❑ Bulk plants
❑ Chemical plants
❑ Cosmetic industry
❑ Electro chemical plants
❑ Fabricated metal plants
❑ Glass factories
0 Grinding and honing operations
❑ Lens grinding and polishing
❑ Military bases
❑ oil fields & Refineries
❑ Petroleum plants
❑ Pulp and paper mills
❑ Railroad yards
❑ Rolling mill quench oil
❑ Steam cleaning facilities
❑ Textile mills
❑ Tramp oil separation
❑ Truck maintenance terminals
❑ Utility companies
❑ Wire drawing operation
0 Wash racks
1

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Mastering the Art of 0i,1 /wazer beparamzion
DP-24/STL/#15/O design info
Designed flow rate = 15 GPM 0 20 microns to 34 GPM ai 30 microns
Specific gravity of the wastewaters aqueous phase a 1.0
Specific gravity of the oil phase = .85
Oil dreplet.remcval rate = 10 mg/1 of oil droplets > 20 to 30 microns
Media pack size to be 24"W x 36"D�, 4square fleet
Minimum projected surface aria a
Minimum coalescing surface area = 720 square feet
Maximum cross sectional velocity = .33 to .76 feet/min
Minimum separation chamber retention time = 29 to 10 min
Minimum sludge chamber capacity = 56 gallons
device for oil removal = Integral
oil reservoir with adjustable nil
skimming
DP--24-/STL/021i0 .desi-gn. info
o
Designed flow rate = 21 GPPI 0 20 microns -Lai 47 GPM a 30 microns
Specific gravity of the wastewaters aqueous phase = 1.0
Specific gravity of the oil phase = .85
Oil droplet removal rate = 10 mg/1 of oil droplets > 20 to 30 microns
Media pack size to be 24"W x 36"D x 48"L
Minimum projected surface area = 504 square feet
Minimum coalescing surface area = 1008 square feet
Maximum cross sectional velocity = .47 to 1.05 feet/min
Minimum separation chamber retention time = 15 to 7.418 min
Minimum sludge chamber capacity = 56 gallons
device for oil removal = Integral oil reservoir with adj rtstabl a oil
skimming weir
,e..... j.There are two oil/water separators at the site. Both are the same model listed below-�.a..
°DP-24/STL/#34/0 design info
Designed flow rate = 34 GPM S 20 microns to 77 GPM 51 30 microns
Specific gravity of the wastewaters aqueous phase = 1.0
Specific gravity of the oil phase = .85,
Oil droplet removal rate = 10 mg/1 of oil droplets > 20 to 30 micro
Media pack size to be 24"W :t 36"D x 48"L
Minimum projected surface area = 816 square feet
Minimum coalescing surface area = square feet min
Maximum crass sectional velocity '.75 to
Minimum separation chamber retention times 10 to 7.46 min
Minimum sludge chamber capacity = 56 gallons
device for oil removal = Integral oil reservoir with adjustable oil
skimming weir
"DP" SERIES COALESCING TYPE
Cross Corrugated Plate Oil/Water Separators
crr ( Sflf]' ON C17 : flt CR►' 7Z dos bggb'bRbn) t ' oN iq I
Page #1
sink Dda

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
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DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
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DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix VI - Shallow Tray Air Stripper Software Output

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
m
ill" ge ge ae !e N$ o f o�
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Total ppb 29520 ppb ____ _ 99 ppb 0 ppb
Total VOC Lba/br - ppmv ..56 39.13 0.59 41.02 41.13 ....14 41.14
Total 94.65% 99.66% 99.97% 100.00% 100.00%
This report has been generated by ShallowTray Modeler software version IMP. This software is designed to assist a skilled operator in predicting the performance of a ShallowTray air stripping
system. Hydro Quip, Inc. is not responsible for incidental or consequential damages resulting from the improper operation of either the software or the air stripping equipment. This software is
Copyright Hydro Quip, Inc., 2015.
Report Generated: 4/17/2018 Modeler V1MP SEPT 2015
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DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
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Report Generated: 4/ 19/2018

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix VII — Shallow Tray Air Stripper Specifications

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
r- NOV-18-93 THU 15:38
.
North East Env Prod FAX N0. 16032987063
low profile air strippers
System Performance Estimate
01111TnL d r 1 Y11J1JDa1 h dug 1 tau.kai_
National Environmental Concentrations have been updated using
modeling based on design in 1993 and
from actual influent concentrations
collected March 30, 2018. Model 3631 is
currently installed at site.
Untreated
Oontornlnont Influent
Bonzono
Ethyl Benzene
Naphthalene
p-Xylene
Toluene
4600 ppb
3400 ppb
4400 ppb
13000 ppb
Model 3611
lfluont
water
Air(lbs/hr)
% removal
378 ppb
0..105595.
91.7862%
248 ppb
0.078810
92.6785%
aaee ppb
0.023510
20.4507%
905 ppb
0.302508
02.0440%
9000 ppb fls0 ppb
0.088339
90.5784%
Model 3621
Effluent
Water
Air(lbs/hr)
ib removal
32 ppb
0,114250
99.3253%
19 ppb
0.084562
99.484U,%
2929 ppb
0.056800
49.2762%
63 ppb
0.299697
00.6161%
Os ppb
0.096668
99.1123%
I%4U(J l 1'11yi1Y11. a e u 1.1
Water Flow Rate: 50.0
Air Flow Rate: e00
Water Temp: 50.0
Alr temp: 50.
A/W Ratio: 13 - - cu. ft/ cu. ft
Safety Factor N • ins
P. 02
del 3641
ntfluont
Wets!
Air(lbs/hr)
% removal
c1 ppb
0.115045
99.9954%
<1 ppb
0.085036
99.99%1%
944 ppb
0.091440
79.4971%
1 ppb
0.925118
00.0077%
1ppb
n.11975111
99.9921%
As requested, listed above is the modeling for the Model 3631. Bis (2-ethyl Hexyl Phthalate),
Phenanthrene, and phenol are difficult to strip and will not see much or any removal with air
stripping. 8is(2-ethyl Hexyl Phthalate) is not water soluable and has a low vapor pressure
Phenol is water soluable with a low vapor pressure and phenanthrene, in best case, will strip
apporximately 40%.
This report has been generated by ShaUorTTray Modeler software version 1.4.1. This software is designed to assista sidlled operator
Iin predating the performance of a ShalbwTray air stripping system. The software wi l accurately predict the system performance
when both the equiprnerdard the software are operated acaort#rng to the written documentation and standard operation.
Nord) East Environmental Products, Inc. camot be responsible tier inddental or consequen6d damages resulting from the improper
operation of either the software or the air stripping equipment Report generated:11/18/83
® Copyright 1992 North East Environmental Products, Inc. • 17 Technology Drive, West Lebanon, NH 03784
Voice: 603-298-7081 FAX: [phone] - All Rights Reserved.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
r
Air is vented to the
atmosphere or to vapor
phase treatment of choice.
Turbulent frothing
maximizes volariliaaEon
and scours the aeration tray,
Contaminated
water inlet.
Water travels around
the full length of the
baffled tray, becoming
progressively cleaner.
346" holes resist
fouling.
Fan blows air up
through hundreds of
holes into the water.
Treated water falls
into holding tank.
This illustration is representative of the ShallowTraf Model2611.
Protected under U.S. Patent No. 5,045,215. Other U.S. and International Patents Pending.
Photo on front coven top view of 2300 Series aeration tray in action
Photo on back coven cross section of a ShailowTray in action (full scale).
SlullowTrav is a Trademark of North East Environmental Produces, Inc.
0 1992 North East Environmental Products, Inc.
Our policy is one of continual improvement and we reserve the
Printed on recycled paper
#3 September

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Low Profile
he discreet size of a ShallowTray'' air stripper does
not advertise a contamination site. It is easily
accessed for maintenance and can be installed inside
a building. The system is also ideal as a trailer -
mounted, portable stripper for pump tests, pilot
studies, short-term cleanup, or emergency response.
There is no tower.
Treatment
The ShallowTray process
uses forced draft,
countercurrent air stripping
through baffled aeration
trays to remove volatile
organic compounds
from water.
Contaminated water is
sprayed into the inlet
chamber through a coarse
mist spray nozzle. The
:water flows over a flow
distribution weir and along
the baffled aeration tray.
Air, blown up through
M6" diameter holes in the
aeration tray, forms a froth
of bubbles generating a
large mass transfer surface
area where the contaminants are volatilized. The
necessary contact or residence time to reach
required volatilization is achieved through model
size, addition of trays, and flow rate selection.
Resistant to Fouling
ShallowTray systems are resistant to fouling
problems. Treatment trays have large'/s" diameter
aeration holes. In addition, the turbulent action of
the froth scours the surfaces of the tray reducing
build-up of oxidized iron.
If, under extreme conditions, oxidized iron
ccumulates or hardness begins to scale up, trays can
The air forms a_fro th of bubbles approxioiately
G inches deep ort the aeration tray, generating a
large mass transfer surface area where the
contaminants are volatilized.
Air is blown up through hundreds of'l r," diameter
holes in the aeration tray.
be easily cleaned through ports using a washing
wand and pressure washer. Trays can also be easily
removed for a thorough inspection and cleaning.
Full Range Turndown
Not only are ShallowTray systems forgiving of
"surprise" inorganics in the water, they also allow
operation anywhere within the rated flow range. In
fact, as the flow rate is
reduced, performance
increases. Also, as demands
change (stricter effluent
contaminant levels) so can
the ShallowTray system. Its
modular design allows for
the addition of trays which
increase the percent removal
of contaminants.
No Disposal
ShallowTray systems have
no packing or diffusers to
contend with and no costs
associated with GAC
breakthrough, fouling or
disposal and replacement.
System Size
To determine the system
size required for your sire, first identify the flow
rate. This guides you to the Shallow.Tray Series
needed. As an example, with a flow rate of 30gpm,
select the 2600 Series, which is rated for flows from
1 to 50gpm.
Next, identify the contaminants present and the
removal requirement. Generally, this determines the
number of trays required. However, the graphs in
this brochure should be used as a guideline only.
For a proposal, send us or your representative the
specifications. Request for Quotation -sheets are
available.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
�:
1 MR FLOW GAGE
AIR PRESSURE GAGE
AIR PRESSURE St�l RicH
HIGH LEVEL ALARM FLOAT SWITCH
I SAMPLE PORT
PRESSURE GAGE
TEMPERATURE GAGE
FLOW CONTROL VALVE
AIR EXHAUST
4
IIl1�
--74 In. — - —
FRONT VIEW
*Use these drawings as a guideline only. Systems are built to your project's specifications.
PREBSURSAMPLE
EGAGE
1 TEMPERATURE GAGE
P FLOW METER
Model Pictured: 3631
Options chosen for system pictured:
RIEXP Feed and Discharge pumps
1'Two NEMA 7 control panels with
alarm interlocks, motor starters and
intrinsically safe relays for the
ShallowTray system,.as well as
EXP controls for two well pumps,
an oil water separator and surge
tank
NEMA 7 main disconnect switch
ILow air pressure alarm switch
I High.water level alarm switch
(''Discharge pump level switch
g Water pressure gauges
C6Digital water flow indicator and
totalizer
i6- Air flow meter
rTemperature gauges
I"Line sampling ports
yI73....ET BLOWER
10-WE In. OD
r T
AERATION TRAY 1
® �a t
12In.
AERATION TRAY
1
12In
AERATION TRAY
12
AERATION TRAY
=I= 0
DRAIN
0 VALVE
HOLDING TAM(
SKID MOUNT FRAME [ sap MOUNT FRAME
1- , n...
RIGHT SIDE VIEW
991n.

DocuSign Envelope ID: CE5C4A53-4169-41CD-A136-094D4CF4F5BA
I.
fT
flow :1; min. approx.
Models. rate 'trays width . length height cfm tbs.
3611 1-75gpm 1
56'2" 5'3" 900 1240
3621 1-75gpm 2 5' 6'2" 6'3" 900 1440
3631 1-75gpm 3 5' 6'2" 73" 900 1640
3641 1-75gpm 4 5' 6'2" 8'3" 900 1840
ow profile air strippers
f
3600 AERATION TRAY
:11
. ,
, . .. . ..
• • • • ..... '
(t)
' . .
oinitro
D
.... •••••
....
. ......
.........
0•
TOP VIEW
Percent Removal vs. Flow Rate
Percent Removal
5112
09
TCE
Benzene
9I —
00-
50
so -
100
019
Four Trays
TCE
...............
• Benzene
." •
OL6
O 0.3
so
00
00
90
0
• •
ts.,MTBE
•
i
Three Trays;
100-
009 —
ILO-
090—
so-
113 -
90
MTBE
-
3° Two Trays
TCE •
.....
4.
4.
..-'••• • Benzene
103 -99.9
090 -
es
so -
n-
olo- -
so
•11••••,...4
E
%ft
''"
4.
MTBE
ft. Benzene
cl• One Tray
aln 70 1;.2
Percent or Rated GPM
3600
The graphs represent approximate removal efficiencies. Use the
ShalfowTraylm modeling program to calculate expected performance.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix VIII — Particulate Filter Specifications

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
TEll
Bag Filter Vessels

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
FSF214•2 f Shown with
Clam Shell Pneumatic
Lid Lifter
FSI Bag Filter Vessels are designed, built and stamped to meet code requirements in our own
ASME code manufacturing facilities. Features like the single -gasket seal, permanent piping and
sturdy perforated metal baskets as standard equipment provide durable and consistent
performance. Positive bag hold down is an integral part of the lid. Our advanced basket design
eliminates the need for under -basket gaskets. Swing -out cover bolts with eyenuts simplify the
bag changing operation, while our (optional) Displacement Floats reduce spillage and ensure
proper seating of the bag.
Of course, all FSI Bag Filter Vessels are fully compatible with conventional ring type bags as well
as FSI Polyloce bags, which feature the most advanced sealing device on the market today.
Standard Features
• Completely cleanable; easy cleaning access
• Full ports for unrestricted flow
• Sturdy baskets standard (no gasket required)
• Single gasket lid seal
• Positive bag sealing
• Carbon Steel or 304 SS housing standard;
316 SS available on request
Options
• Titanium, Hastelloy B&C, and Alloy 20
available on request
• Coatings available
• Heavy duty baskets available
• Additional connections including
Sanitary Fittings and Socket Weld
are available
Polyloc snap tight bag seat
Permanent piping
(in -line models available)
Hinged cover and swing -
out bolts with eyenols
STANDARD FILTER VESSELS
Nodal No. No. of Gags Gag Size. No. Surface Area Surface Area lull & faax Floe;
P.:r0uq. Ft. Pnrv,,sv I. Ft. Outlet Size fiat!. GPf.7
FSP41-20
FSFM!-35
FSPN-40
FSPN-85
FSPN-250
FSPN-252
FSPN-355
FSPN 800
FSPN-1000
FSPN-1100
FSPN-1300
FSPN-2000
FSPN-2200
FSPN-2500
FSPN-3000
FSPN-3500
FSPN-4000
FSPN-42t10
FSPN-4500
FSPN-4800
FSPN-5000
1
1
1
1
2
2
3
4
5
6
7
8
9
10
12
14
16
18
20
22
24
3
4
1
2
2
2
2
2
2
2
T
2
2
2
2
2
2
2
2
2
2
0.5
1.0
2.0
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4,4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
0.5
1.0
2.0
4.4
8.8
8.8
13.2
17.6
22.0
26.4
30.8
35.2
39.6
44.0
52.8
61.6
70.4
79.2
88.0
96.8
105.6
2.'
3"-4"
3"-4"
3"-G"
4" 6"
4"8"
4"-8"
6"-8"
6"-8"
6"-8"
6..8.
8". 10"
10"-12"
10"-ir
10"-14"
10"-14'
10"-14"
10"-14"
25
45
90
200
400
400
600
800
1000
1200
140P
1600
1800
21010
2400
2800
3200
3600
4006
4400
4800
'Maximum flow rate is based on aqueous flow at 1.0 P51 AP dean. Inlet and outlet pipe sizes can be changed to meet customer requirements.
STANDARD EASY OPEN LID VESSELS
tudrl Flo. No. of Gags Gay Si?• NO Surface. At to Surface !boa I111, t & May. Flint
Pcr Oat . Ft: Per vcsscl, f 1. Outlet Saa Ha1c. GI'A.1
FSPZ-800
FSPZ-1000
FSPZ-1100
iSPZ-1300
t SPZ-7,t000
FSPZ . t25tt
(SPZ-2500
FSPZ-3000
FSPZ-3500
FSPZ-4000
FSPZ-4200
FSPZ-4500
FSPZ-4800
ASPZ-5000
4
5
8
7
8
9
10
12
14
16
18
20
2
24
2
2
2
t
2
2
2
2
2
2
2
2
9.4
4.4
4.4
4.4
4.4
(4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
1/.6
22.0
26.4
30.8
35.2
39.6
44.0
52.0
61.6
70.4
79.2
88.0
96.8
105.6
4"-6"
4".8-
4•-8"
6"-8"
6"-8"
6--8"
6"-8"
8"-10"
10"-12"
10"-12"
10"-14"
10•-14"
10"-14"
10--14"
800
1000
1200
1400
1600
1800
2000
2400
2800
3200
3600
4000
4400
4800
'Maximum Paw rate is based an aqueous flow at 1.0 PSI AP clean. Inlet and outlet pipe sines can be changed to meet castanet requirements.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
BFN Vessels: Your Cost Effective Alternative
FSI, the acknowledged leader in liquid bag filtration equipment, is pleased to
offer its new BFN Series bag filter vessels for quality filtration in
economical applications.
BFN vessels are available in Carbon Steel and 304 SS; 316 SS available on request.
Standard Features
• Maximum working pressure BFN 11,12-150 PSI, BFN 13,14-150 and 300 PSI
• Single gasket cover seal
• Gasket materials available include BUNA N, Neoprene EPR, Viton, Viton Teflon
Encapsulated (others on request)
• 304 SS perforated basket for up to 75 PSI differential
• Two inlet/outlet configurations
• Same side inlet/outlet for easy manifolding
• Low pressure drops
• Variety of connections available in either NPT or flange
BFN 11, 12-1", 1 1/4", 1 1/2", 2", 21/2°', 3', 4'
BFN 13, 14-1", 1 1/4", 1 1/2", 2"
• Permanently piped housing
• Available with extra length legs, evacuation float
Options
• Heavy duty baskets available
• Additional connections including Sanitary Fittings and
Socket Weld are available
• BFNC 11,12 ASME code versions available
BFN VESSELS
Modal No. No. of Bags Baq Sizc No. Sunoco AI W1 Standard rtax GPM
I'cr Bat. Ft 2 Inlet Outlul
ItFN 11
IFN 12
6FN 13
11FN14 1
1
1
2
3
4
2.0
4.4
0.5
i.0
2'
1"
1"
100
20
25
45
"Maximum Dow rate is bases an aqueous flow at 1.0 PS AP clean through vessel only without bags installed.
▪ FSPN-3500 Available in standard in -line configuration
(shown) or side outlet. Custom styles available on
request. Features single -gasket seal, easy access
cleaning and sturdy baskets. Uses 14 size 2 filter bags.
Hydraulic lid lifter is recommended on 14 bag vessels
and larger.
• FSPN-250 Features single -gasket seal and sturdy
baskets. Uses two size 2 filter bags.
FSPN-85 Uses one size 2 bag. Our most popular vessel.
Ideal for batch or continuous applications in paint and
resin plants.
FSPN-40 Up to 4" full port that permits non -restricted
flow. Side in, bottom out design shown; other outlet
configurations available. Designed for continuous flow or
small batch operations. Uses one size 1 filter bag. Shown
with optional adjustable legs.
FSPN-35 Miniature single bag filter vessel designed for
continuous flow or small batch operations.
Uses one size 4 bag.
See back cover for ordering information.
INIE710U1LET CONFIGURATIONS AVAIIAOE
t un
111
SW6 STYLE 2
SIDE INSIDE our SIDE IN10011011 OUT
arse

DocuSign Envelope ID: CE5C4A53-41 B9-41 CD-A136-094D4CF4F5BA
Ordering Information
To order, use the abbreviations from the charts shown on this page.
The charts are color coded for your convenience.
Single Bag Example
FSPN-85
304 150 2FLG
5
2
COATED
These codes describe the following vessel: FSPN-85 Model No. - 304 SS construction -150 PSI pressure rating - 2" flange connection - Inlet/Outlet Style 2,
Side in/Bottom out - Coated
Multi Bag Example
FSPN-2500 CS
�. 4
150 8
INLINE
tMIE
1/16 CA
These codes describe the following vessel: FSPN-2500 Model No. - Carbon Steel construction -150 PSI pressure rating - 8" flange connection - Inline Inlet/
Outlet - 1/16" corrosion allowance
BFN Example
2
BFN
P
4• -
12 304 150
6
2FLG
6
These codes describe the following vessel: BFN model series - Polyloc bag style - holds one size 2 bag - 304 SS construction -150 PSI pressure rating -
2'° flange connection - Inlet/Outlet Style 6, Side in/Side out, offset
SINGLE BAG
�tI Nu
FSPN-20
FSPN-35
FSPN-40
FSPN-85
CS - Carbon Steel
304 - 304 Stainless Steel
316 - 316 Stainless Steel
E inlet'0atlei Configuration
1 - Side In/Side Out - Inline
2 - Side In/Bottom Out
6 - Side In/Side Out - Offset
1- Side In/Side Out - Inline
2 - Side In/Bottom Out
3 - Side InIBattam Out - 90'
Elbow
IMIMIMINEW
150-150PSI
300 - 300 PSI
XXX - Customer Specified
1 NPT
1'A NPT
1 NPT
1/4NPT
I'12 NPT
2NPT
21/2 NPT
3 NPT
FSPN-20 & FSPN-35
1 '/2 NPT
2 NPT
FSPN-40 & f i4-85
1 FLG
1 FLG
11/2 FLG
2 FLG
2'/2 FLG
3 FLG
4 FLG
b Options
CA - Corrosion Allowance
Coated
PS1- Partial Jacket
FSJ - Full Jacket
MULTI BAG
FSPII.250
FSPN-252
FSPN355
FSPN-800
FSPN-1000
FSP41-1100
FSPN-1300
FSPN-2000
FSPN-2200
FSPN-2500
FSPN-3000
FSPN-3500
FSPN-4000
FSPN-4200
FSPN-4500
FSPN-4800
FSPN-5000
CS - Caton Steel
304 - 304 Stainless Steel
316 - 316 Stainless Steel
5 Cau'ect n i ype
Inline
Side Oct
4 Connection Size
3"- 4" FLG
3"- 4" FLG
3"- 6" FLG
4"- 6" FLG
4"- 8" FLG
4"- 8" FLG
6"- 8" FLG
6"- 8" FLG
6"- 8" FLG
8"-10" FLG
8"- 10" FLG
10"-12" FLG
10"- 12" FLG
10"- 14" FLG
10°- 14" FLG
10"-14" FLG
10"-14" FLG
100-100 PSI
150-150PSI
300 - 300 PSI
!DX - Customer Specified
6 Open!.
CA - Corrosion Allowance
Coated
PS1 - Partial Jacket
FSJ - Full Jacket
Filter Specialists, Inc.
BFN
11=(1)/1
12=(1)fi2
13=(1)#3
14=(1)#4
4 kfalL a4 Carest.
CS -Carbon Steel
304 - 304 Stainless Steel
316 - 316 Stainless Steel
2 Bag Style
P - Polyloc
S - Snap Ring
2 - Side In/Bottom Out
6 - Side In/Side Out - Offset
f, Pressure Rating
150 -150 PSI
300 - 300 PSI
6 Connection Size and Type
1 NPT
11/4 NPT
11/z NPT
2NPT
21/z NPT
3NPT
1 FLG
11/4 FLG
11/z FLG
2 FLG
21/z FLG
3 FLG
4 FLG
FSI's "comprehensive manufacturing control" philosophy ensures that
we will maintain our status as the industry leader in al! phases of the
filter business. For more information, technical consultation or details
about our design capability, contact your FSI representative or our
headquarters in Michigan Carty, Indiana.
ISO CERTIFIED
TO LEARN MORE ABOUT FILTER SPECIALISTS PRODUCTS, CONTACT ONE OF THE OFFICES OR VISIT OUR WEBSITE AT: http://www.fsifilters.com
USA
FILTER SPECIALISTS, INC.
SHIP: 100 Anchor Road
Michigan City, IN 46360
MAIL: P. 0. Box 735
Michigan City, IN 46361
Phone: [phone]
800-348-3205
Fax: [phone]
Europe
FILTER SPECIALISTS INTERNATIONAL GMBH
Balterweg 3.1
D-65817 Eppstein-Bremthal
Germany
Phone: [phone]
Fax: [phone]
Central America
FSI de MEXICO
S. de R.L. de C.V.
Centeno 119-A
Granjas Esmerelda
Iztapalapa, Mexico D.F. C.P. 09810
Phone: [phone]
Fax: [phone]
South America
FSI SUL AMERICANA INDUSTRIAS
Rua 0neda
671 Bairro Planalto
Sao Bernardo Do Campo
Sao Paulo, Brazil
Cep 09895-280
Phone: [phone]
Fax: [phone]
There are no emiessedorimpliedwarranties,IncludingtheImpliedwanantyofiner1nantabftyandfitnessforaparticularpurposenotspecifchereinrespectingd>uagreerne nttartheproductbeingsoldtweunderortheserviceprovidedherein.
BFV-015-1001

DocuSign Envelope I CE5�4� 4�� i-A136� �4F5B�i�Y gle Liquid BaBag
Housing
flow rates to 220 g.p.m.
Krystil Klear's model 88 Single Series of Liquid Bag
Housings offer two depths, a 15" and a. 30" housing
depending upon the needed surface area and volume of
fluid to be filtered.
FEATURES
► Carbon, 304, or 316 stainless steel material
► 150 PSI pressure rating
► Low pressure drop
► Quick swing closure with eye nuts
■ Viton seals - lid & basket
► Differential, drain, and vent ports
■ Adjustable support legs
■ 316 stainless steel strainer basket
■ 2-part epoxy paint finish on carbon vessels
Our 88 series effectively removes dirt, pipe scale, and other
contaminants from process liquids such as water, chemical and
petroleum products. Quality construction and design assure
protection for all down -stream equipment.
VESSEL CONSTRUCTION: Our model 88 single vessels are
designed for operating up to 150 PSI at 300°F. The housing design
provides a large sump area at the bottom of the basket for
particulate accumulation. This design utilizes the filter more
efficiently and prolongs the element life.
The 316 S.S. basket seals onto a viton o-ring to eliminate particulate bypass between the basket and seat. Optional
mesh -lined strainer baskets and o-rings are available. Please refer to their individual brochures in our liquid
catalog.
A vent in the housing lid and a drain port in the housing speed evacuation and filling. Gauge ports are located
on the body of the housing to install gauges for monitoring the differential pressure across the bag. Permanently
piped housings are opened with simple tools without disturbing the piping. Swing bolts with eye -nuts allow easy
opening and closing of the swing -lid. No need to remove any hardware.
As a standard finish, all vessels are blast cleaned and painted inside and out with a 2-part epoxy. Stainless steel
vessels are supplied with a satin finish.

DocuSign Envelope ID: C E5C4A53-41 B9-41 CD-A136-094D4CF4F5BA
tNP') (150 Ib. A,N.SJ.) (NPt)
A-1 ,;cnt
OUT
OUT
emo■uvmmo
A-n
Flanged
(150 lb, A.N.S.1.)
-
OUT (BUT
Gmtee
ML Path
K 04 aa11a
Threaded
(NNPT) Ve01
J " OUT
NPT Styk "A"
with customer's elbow
Flanged
(ISO lb. A.N.S.I.
rB
r
OUT
All dimensions are. approximate
gl1111MBEEME
3dt37.2
2 '1 r,7 347 75 70 247 262,34 257 23 t(s
s'tr PS
- 3 54 7 1 to 7 26. ti 7.0 24.7 . ! 0 26 3 3.1 1 %kid CO 3
269 3.8 ►.i
1
iJ
71
24 7
26.6
79
24 7
29 1
6.3
EASY ,.
swing baits
Cont sit : s±
n
lead 4 , f,
N
33d5S.
Stainer
Butt
swims
L88
.Oelog
Seal
Btstot acing
tr
F
1 0,
r ,1
aeon
Lipid
2
4
Adjustable support legs have 12" bolt circle and a lb" height adjustment.
Housing Operation:
Unfiltered liquid enters the housing above the filter bag or strainer
basket: flows down into the housing; and continues through the
element, Solids are trapped inside the filter bag or strainer and
easily removed when the housing is serviced. Ow standard asittig
seal between the basket and the housing ensures a positive seal to
prevent bypass.
53
5.4
6.7
7.1
36.2
36.2
37 4 j7.0
38.0
7.0
36:2't
37r7'
39 2
5.0
38 7
2.3
3,1
5.4
7.1
36.2Y
38.117.O,
36.2
40.6
6.3
38.9
3.8
125.
145a
Aid
al.
Basket data for Model 88 with flow rates to 220 :fon
I :j`IIf �.'IIIIno1
11i14.1161, 1
13
30
71,I I1�i ICI
I 1
MEM
6.7
l
4.4
5(l0
1000
Building a Part Number:
15 2 A
15
I IusasiilL `,'Isulcl .i
I;;1SLVI Sits' i9111
('coati Sir. I:iI1
Conn 1'%1*0
011110 Lu1 Ili&11
1.1cn1_rtJl
PSI
1:88
I+
I
hl' I h.[3
Styli: A
{orlon=lr`
15ll 15
3
3L'4SS.--1
4
C
3.16S S=t;,
SPECIFICATIONS
1-lousing lid has a 3-bolt swing closure with a vent port. Connections are (J inch (NPTXFLO) with a (side inlet and bottom
outictxsidc inlet and side outictXsidc inlet and 90° bottom outlet). Housing is supplied with two differential pressure ports to
measure the differential pressure across the filter bag. A two-part epoxy finish is applied on the carbon steel vessels to maximize
the life of the housing; stainless steel vessels are supplied with a satin finish. Basket material is constructed of 316 stainless steel
with 9164"' perforations to act as a strainer or to accept a #1 or #2 size liquid bag, Basket seals onto a Viton o-ring in the basket
support. Adjustable tripod leg assembly is supplied with housing. Vessels are rated at a 150 pounds per square inch design.
stil ear tration
Div. Of Geyer's Mfg. & Design, Inc.
9449 S. 550 W. Phone: [phone]
Winamac, IN 46996 Fax: [phone]
[e-mail] web site: KrYystilKlear.cor
Distributed by;
,�.1tar+ry,�
A Pyramid Technologies
Ask 467 Forrest Park Cir
Frm klitt, TN 37064
615-599-4190

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix IX — Carbon Vessel Specifications

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Q4RRt3NAIR
Temporary Water Treatment Services Carbon • Rental • Service
7500 Boone Ave N, Suite 101, Brooklyn Park, MN 55428 Ph: 800-526-4999 Fax: [phone] www.carbonair.com
Virgin Granular Coal Based Carbon (Liquid Phase)
Carbonair's virgin granular coal based carbon is manufactured from selected grades of
bituminous coal which give high adsorption surface area with a broad pore size distribution
(micropore, mesopore, and macropore). This carbon is recommended for a variety of organic
hydrocarbons in molecular size.
Typical Applications
Groundwater, wastewater, potable water, liquid process purification, decolorization, and
dechlorination.
Typical Contaminants
Petroleum hydrocarbons such as MTBE, BTEX (benzene, toluene, ethylbenzene, xylenes),
butylbenzene, isopropylbenzene, isopropylether, propylbenzene, styrene, trimethylbenzene,
tetraethyl lead (TEL), low molecular weight PAHs (polyaromatic hydrocarbons such as
naphthalene, methylnaphthalene) and high molecular wieght PAHs (fluoranthene, phenanthrene,
and pyrene).
Chlorinated and brominated hydrocarbons such as bromoform, bromodichloromethane,
carbontetrachloride, chlorodibromomethane, chloroform, dibromochloropropane, dichloroethene
(DCE), dichloroethane (DCA), ethylenedibromide, trichloroethane (TCA), trichloroethene
(TCE), tetrachloroethane, and tetrachloroethene (PCE), and polychlorinated biphenyls (PCBs).
Other organic compounds such as dyes, pesticides, herbicides, insecticides, explosives, phenols,
pentachlorophenols, and PCBs.
Inorganic compounds such as chlorine and chloramines.
Typical Physical Properties*
Iodine Number
Molasses Number
Apparent density (dense packing)
Abrasion Number (Ro-Tap)
Moisture Content (as packed)
Mesh Size
900 (minimum)
200 (minimum)
27-31 lbs/ft3
75 (minimum)
2% (maximum)
8x30, 12x40
* Please consult with Carbonair for your specific application.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Call: 1.877.759.8143
rcA!
Home Equipment Rentals
Equipment for Sale Services
Products for Sale: Liquid Phase Carbon Vessels
About Carbonair Careers
Carbonair's PC Series, MPC Series, and LPC Series liquid phase carbon vessels are designed for the removal of
dissolved contaminants from liquid streams. With flow ranges up to 550 gpm per unit and carbon capacities up to
20,000, Carbonair can provide the liquid phase carbon vessel to meet your needs. Click here for specifications
for our fiberglass PC Series,steel PC Series, MPC Series, and LPC Series of liquid phase carbon adsorption
filters. For more information on Liquid Phase Carbon and Specialty Media available from Carbonair.
PC Series Liquid Phase Carbon Vessels
Contact Us
Carbonair's PC Series Liquid Phase Filter Vessels are designed and manufactured in accordance with engineering standards set forth by the
American Society of Mechanical Engineers (ASME). The materials used in construction are in accordance with standards established by AWWA,
FDA and EPA. The PC Series vessels are ideal for applications that require pressure ratings of greater than 75 PSI. Typical applications for this line
of filters include municipal drinking water treatment, industrial wastewater treatment and groundwater remediation.
Specs
Model PC1 PC3 PC5
Diameter 1' 2' 2'-6"
-0„ -0"
Height (feet) 4' 4' 6'-0"
-4"
Bed Area (Square 1.1 2.4 4.9
Feet)
Nominal Flow 10 20 50
Rate (gpm)
Carbon Capacity 90 250 500
(pounds)
Connections 1" 1" 2"
Design Pressure 150 150 90
(psi)
Weight Empty 23 80 780
(pounds)
Weight Loaded 113 330 1280
(pounds)
Operating Weight 290 805 2670
(pounds)
225 650 1900
PC7
3'
6,-O„
7
75
1000
2"
90
980
1980
3670
3230
PC13 PC20 PC28 PC50 PC78
4' 5' 6' 8' 10'
MPC Series Liquid Phase
Carbon Vessels
8'-4" 8'-5" 12'-5" 13'-3" 17'-7" Carbonair's MPC Series Liquid Phase Carbon
Vessels are high quality filters ideal for
12.6 19.5 28 50 78.5 groundwater remediation, particularly in
applications where the vessels must be moved
periodically. All MPC Carbon Vessels are
equipped with lifting eyes and forklift tubes
allowing for easy movement of these vessels on
site or in a facility. They have a lower profile than
the PC Series vessels making them more compact
and easy to ship. MPC Series carbon vessels have
90 75 75 75 75 pressure ratings ranging from 75 PSI to 90 PSI.
100 150
250
300
550
1500 2500 5000 10,000 20,000
2"
3"
4"
6"
6"
1230 1800 3150 8100 10,900
2730 4300 8150 18,100 30,900
6150 9200 17,450 40,600 75,600
4600 7400 14,400 30,520 55,750
LPC Series Liquid Phase
Carbon Vessels

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Carbon Adsorber—Liquid Phase
PC 7
12" x 16"
MAN WAY
42"
6" x 8"
HAND HOLE
42"
36" O.D.
TOP VIEW
1.6
m 1.4
1.2
O 1.0
• 0.8
g 0.6
0.4
d 0.2
0.0
Pressure Drop for PC7
5 10 15 20 25 30 35 40 45 50
Flow Rate (gpm)
3" PIPE COUPLING
(CARBON SLURRY IN)
LIFT LUG (2)
2" PIPE FLANGE
(INFLUENT)
91 1/4"
2" PIPE FLANGE
(EFFLUENT)
32"
3" X 150# BLIND FLANGE
3" X 150# STODDING FLANGE
(CARBON SLURRY OUT)
ELEVATION / FRONT VIEW
Sales Drawing #121140
03/22/05
() CARBONAIR 2005

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix X — Specification of Other Components

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
cP•
CLOSE COUPLED CENTRIFUGAL
MOTOR PUMPS
PE EC
(ALL IRON & CIBF)
TYPE EIOOB,
(ALL rRONZE)
APPLICATIONS
INDUSTRY —Coolant pumps, hot and cold water
circulating pumps, chemical transfer pumps,
booster pumps.
O.E.M.—Circulating, washers, booster, towers and
evaporating condensers, coolants.
FEATURES
• Compact close coupled design using standard
NEMA 56C motors.
• Back pull-out design for easy serviceability.
• 303 Stainless Steel shaft standard.
• Mechanical Seal: Type 6A Buna, carbon vs
ceramic single seal standard. (75 PSI MAX.)
• Type 21 Viton and Type 9 Teflon single seals
optional. Other seal faces and elastomers
available. (200 PSI MAX.)
Type EC Features:
• Sizes: 1"x1%"x5"(EC100)and 1%"x2"x5"
(EC150).
• Double Type 21 Viton, Neoprene or EPR seals
optional.
• Seal Flush, seal quench optional.
Type MOB Features:
• All cast bronze construction.
• Size: 1" x 1'/4" x 5"
• Seal flush optional.
• Double Type 21 Viton, Neoprene or EPR
seals optional.
ALSO AVAILABLE AS:
with AIR MOTOR DRIVE
(see Bulletin #127)
DOUBLE SEAL OPTION
316 STAINLESS STEEL
Equivalent models.
TYPE SC
(see Bulletin #F109)

Dnci!Sinn Fn,pinnp in: CESC4A1-41B9-41CD-A136-094D4CF4F5BA
I HFOHMANCE CURVES
H■ .!■
■■H■
1 1 ' 1 I I ,.
..■
.■.■..
. _
NMI
�
. 3600 R.RM.:
man'
(nominal speed)
4.94 Itrip.aOI
.
WIPP
, f
■■E■ pumilm..*�
ri#ur
i!"m91"`4®�
EC100
& E100-B
wifiranlini.--
......."1„....„
4114.
40
rr.HH
it 96R�■�
�■
�
: r -
■
■
i
r
MILE
.EEEErE
E=MEEEr
iiiu■ici�■■
#.�#�
1+��}
risrH 0
En
■■■■■er ■r p■■■■■■■HEH■
0
10
20
30
40 —66 60
80
2
90
1:. •
5
25
20
EC100-25
& E100-25B
1800 R.P.M.
• (nominai speed)
I
_ 20 25 30 35 40
U.S. GALLONS PER MINUTE
EC100-150
EC100-100
EC100-75
EC100-50
EC100-33
U.S. GALLONS PER MINUTE
*Note: E100-75B and EC100-76CI BF Impeller diamete: Is 4 25'
Note 0ottod lines Show HP requlrea on 1 U 5G hqund Pumps wtlh enclosed motors {Ea .apt ECIOO.25. EIOn-250 in EC160 modem) via ba SUPPliertYntn Ih4 010410001040,
11111==1 �� 1800 R RM.
ro■■■E■ -f (nominal speed)
dir
eilieniffilmmmunAl
10 20
40 50
60 70 80
U.S. GALLONS PER MINUTE
EC150-300
EC150-200
EC150-150
r0riag .._ Imp Dia.
■Hilli#if r t
.. t
- - 36'00 R.P.M.
.�--
(nominal speed)
■Hm■■■■iipira.
_'
4.059""11"U1I
!I
_�JE
�n�ll
3.75 -
ills
i8
—r.rr■m■■
w-144
-EM
sf mmnu1
I
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15�1i
'dial
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#E#E#
H■H■EH■
MOM
MUME•EHE■HE
■ENM NNE
0 20 40 60 80 100 120 140 160 180
US . GALLONS PER MINUTE
DIMENSIONS —in inches:
AG Dimensions based on %a-115/230 V motors.
AG C-1 Z—
PARTS LIST
A Impeller
Sizes' 25
50
75
100
2200
300
B. Volute
C. Volute Botts
O. Pipe Plugs (2 rod.)
E. Bracket
E Motor Botts (4 Rd.' G. Gasket, Synthetic Fle1
H. Shah wtth Set Screws
J. Slinger
1L Mechanical Seal
Buns IBA (Slandardl
Viton T.6A
Tenon 19
Neoprene w/Nifeslst Seat T.6A
E.P.B. T.6A
DOUBLE SEAL rrqq
Neoprene 1:21(2)rgd.a
E.P.B. T..2112 rqd.)
D.S. Seal Cover
D.S Seal Cover Gasket
Seal Cover Bolts (3 rod.)
EC100
Al CIBF
021
0218
0220
0222
0224
0216
0217
0219
0221
0223
0225
0217
0214
0573 (4 rqd.i
0557
0212
0588
EC150
Al CIBF
(Specify 111m)
0231
0258
0231 0258
0231 0258
(1Ie0
0573
�� rqd.)
1180
005506
0522 1
0 59
1150
0875
09840985
3
0973
0258
Model No.
Approx. ODP
AG Ship Wght. Dlsch. Suct. CDL X Y Z
EC100 & E100B
Sizes: 25
33
"!. 50
75
100
150
7% 34#
Et% 35#
8N 36# 1 1'% 513/15 3'/4 47/e 3% 1% 2%
9% 39#
9% 43#
10% 49#
EC150-33
EC150-150
EC150-200
EC150-300
834 45#
10%2 57# 1% 2 6%, 3%
12% 65#
3% 1% 3%
E10011
0217
0219
0221
0223
0225
0217
0216
037614 rqd.)
0213058
6
0592
K Doul2l® Seal
r �

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
VI 'LIVV1 VJ I1rJ11\V11611 JIUJ
CR, CRN
GB Installation and operating instructions
jD Montage- and Betriebsanleitung
c Notice d'installation et d'entretien
01 Istruzioni di installazione e funzionamento
0E Instrucciones de instalacibn y funcionamiento
© Instrucoes de instalagao e funcionamento
GR 05gyicq EvarrsioTaogc KM AEIToupylac
Nl. Installatie- en bedieningsinstructies
j9 Monterings- och driftsinstruktion
SF Asennus- ja kayttoohjeet
DK Monterings- og driftsinstruktion
er21f7■WWI Ut =iriiC•

DocuSign Envelope ID: CE5C4A53-41 B9-41 CD-A136-094D4CF4F5BA
We GRUNDFOS declare under our sole responsibility that the products CR and
CRN, to which this declaration relates, are in conformity with the Council Direc-
tives on the approximation of the laws of the EC Member States relating to
- Machinery (98/37/EC).
Standard used: EN 292.
- Electromagnetic compatibility (89/336/EEC).
Standards used: EN 61 000-6-2 and EN 61 000-6-3.
- Electrical equipment designed for use within certain voltage limits
(73/23/EEC) [95].
Standards used: EN 60 335-1 and EN 60 335-2-51.
Konform itatserkla ru n g
Wir GRUNDFOS erklaren in alleiniger Verantwortung, dab die Produkte CR and
CRN, auf die sich diese Erklarung bezieht, mit den folgenden Richtlinien des
Rates zur Angleichung der Rechtsvorschriften der EG-Mitgliedstaaten uberein-
stimmen:
- Maschinen (98/37/EG).
Norm, die verwendet wurde: EN 292.
- Elektromagnetische Vertraglichkeit (89/336/EWG).
Normen, die verwendet wurden: EN 61 000-6-2 and EN 61 000-6-3.
- Elektrische Betriebsmittel zur Verwendung innerhalb bestimmter
Spannungsgrenzen (73/23/EWG) [95].
Normen, die verwendet wurden: EN 60 335-1 and EN 60 335-2-51.
Declaration de Conformite
Nous GRUNDFOS declarons sous notre seule responsabilite que les produits
CR et CRN auxquels se refere cette declaration sont conformes aux Directives
du Conseil concernant le rapprochement des legislations des Etats membres CE
relatives a
- Machines (98/37/CE).
Standard utilise: EN 292.
- Compatibilite electromagnetique (89/336/CEE).
Standards utilises: EN 61 000-6-2 et EN 61 000-6-3.
- Materiel electrique destine a employer dans certaines limites de
tension (73/23/CEE) [95].
Standards utilises: EN 60 335-1 et EN 60 335-2-51.
Dichiarazione di Conformite
Noi GRUNDFOS dichiariamo sotto la nostra esclusiva responsabilite the i pro-
dotti CR e CRN, ai quali questa dichiarazione si riferisce, sono conformi alle
Direttive del consiglio concernenti it ravvicinamento delle legislazioni degli Stati
membri CE relative a
- Macchine (98/37/CE).
Standard usato: EN 292.
- Compatibilite elettromagnetica (89/336/CEE).
Standard usati: EN 61 000-6-2 e EN 61 000-6-3.
- Materiale elettrico destinato ad essere utilizzato entro certi limiti di
tensione (73/23/CEE) [95].
Standard usati: EN 60 335-1 e EN 60 335-2-51.
Declaracion de Conformidad
Nosotros GRUNDFOS declaramos bajo nuestra (mica responsabilidad que los
productos CR y CRN a los cuales se refiere esta declaracion son conformes con
las Directivas del Consejo relativas a la aproximacion de las legislaciones de los
Estados Miembros de la CE sobre
- Maquinas (98/37/CE).
Norma aplicada: EN 292.
- Compatibilidad electromagnetica (89/336/CEE).
Normas aplicadas: EN 61 000-6-2 y EN 61 000-6-3.
- Material electrico destinado a utilizarse con determinados limites de tension
(73/23/CEE) [95].
Normas aplicadas: EN 60 335-1 y EN 60 335-2-51.
DeclaraFao de Conformidade
Nos GRUNDFOS declaramos sob nossa unica responsabilidade que os produtos
CR e CRN aos quais se refere esta declaracao estao em conformidade com as
Directivas do Conselho das Comunidades Europeias relativas a aproximagao das
legislagoes dos Estados Membros respeitantes
- Maquinas (98/37/CE).
Norma utilizada: EN 292.
- Compatibilidade electromagnetica (89/336/CEE).
Normas utilizadas: EN 61 000-6-2 e EN 61 000-6-3.
- Material electrico destinado a ser utilizado dentro de certos limites de ten-
sao (73/23/CEE) [95].
Normas utilizadas: EN 60 335-1 e EN 60 335-2-51.
MAwaln Fuppop(Pwar1c
Eµets n GRUNDFOS Snxtilvouµs µe anoidierattat SIKti pas cu0uvn on -pa
npotovra CR Kat CRN ouppopq.wvovrat µe rr v OSnyta toU Euµ[iouXiou sni
Tns auyKXtons Twv voµwv Twv Kpar6 v McXtuv Trls Eupwnatraiq Evwans OE
oxean µs TO
- Mnxavtiµara (98/37/EC).
Ilp6Tuno nou xpnatµonotrjOnKe: EN 292.
- HAeKTpoµayvnrtKrj aupBc r6TnTa (89/336/EEC).
flpotuna nou xpnatµonotri8nKav: EN 61 000-6-2 Kat EN 61 000-6-3.
- HXeKTp1Kes ouaKeues oxeotaaµevec yid xprjan sums optaµevwv opiwv
nkerrpu is Tads (73/23/EEC) [95].
IIpSTuna nou xpnatµonotrjenKav: EN 60 335-1 Kat EN 60 335-2-51.
Overeenkom stigheidsverklaring
Wij GRUNDFOS verklaren geheel onder eigen verantwoordelijkheid dat de pro-
dukten CR en CRN waarop deze verklaring betrekking heeft in overeenstemming
zijn met de Richtlijnen van de Raad inzake de onderlinge aanpassing van de wet-
gevingen van de Lid -Staten betreffende
- Machines (98/37/EG).
Norm: EN 292.
- Elektromagnetische compatibiliteit (89/336/EEG).
Normen: EN 61 000-6-2 en EN 61 000-6-3.
- Elektrisch materiaal bestemd voor gebruik binnen bepaalde spanningsgren-
zen (73/23/EEG) [95].
Normen: EN 60 335-1 en EN 60 335-2-51.
Forsakran om overensstammelse
Vi GRUNDFOS forsakrar under ansvar, att produkterna CR och CRN, som
omfattas av denna f6rsakran, ar i tverensstemmelse med Radets Direktiv om
inb6rdes narmande till EU-medlemsstaternas lagstiftning, ayseende
- Maskinell utrustning (98/37/EC).
Anvand standard: EN 292.
- Elektromagnetisk kompatibilitet (89/336/EC).
Anvanda standarder: EN 61 000-6-2 och EN 61 000-6-3.
- Elektrisk material aysedd for anvandning inom vissa spanningsgranser
(73/23/EC) [95].
Anvanda standarder: EN 60 335-1 och EN 60 335-2-51.
Vastaavuusvakuutus
Me GRUNDFOS vakuutamme yksin vastuullisesti, etta tuotteet CR ja CRN, jota
Lama vakuutus koskee, noudattavat direktiiveja jotka kasittelevat EY:n jasenvalti-
oiden koneellisia laitteita koskevien lakien yhdenmukaisuutta seur.:
- Koneet (98/37/EY).
Kaytetty standardi: EN 292.
- Elektromagneettinen vastaavuus (89/336/EY).
Kaytetyt standardit: EN 61 000-6-2 ja EN 61 000-6-3.
- Maarattyjen janniterajoitusten puitteissa kaytettavat sahkoiset laitteet
(73/23/EY) [95].
Kaytetyt standardit: EN 60 335-1 ja EN 60 335-2-51.
Overensstem m elseserklaering
Vi GRUNDFOS erklaerer under ansvar, at produkterne CR og CRN, som denne
erklring omhandler, er i overensstemmelse med Radets direktiver om indbyr-
des tilna rmelse til EF medlemsstaternes lovgivning om
- Maskiner (98/37/EF).
Anvendt standard: EN 292.
- Elektromagnetisk kompatibilitet (89/336/E0F).
Anvendte standarder: EN 61 000-6-2 og EN 61 000-6-3.
- Elektrisk materiel bestemt til anvendelse inden for visse spaendingsgraenser
(73/23/E0F) [95].
Anvendte standarder: EN 60 335-1 og EN 60 335-2-51.
Bjerringbro, 1st September 2003
Jan Strandgaard
Technical Manager

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA cR
_RN
Installation and Page 4 E
operating instructions
Montage- and Seite 9
Betriebsanleitung
Notice d'installation Page 15
et d'entretien
Istruzioni di installazione Pag. 21
e funzionamento
Instrucciones de instalacion Pag. 26
y funcionamiento
Instrugoes de instalacao Pag. 31
e funcionamento
059yfec eyKaraoTaagq leMoa 37
Kai AEIToupylac
Installatie- en Pag. 43
bedieningsinstructies
Monterings- och Sida 48
driftsinstruktion
Asennus- ja
kayttoohjeet
Sivu 53
Monterings- og Side 58
driftsinstruktion
ID
401
0
CA
ED
Co
4210
CD

/+ /1 M•TC\•TG.
DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
1. Handling
2. Type designation
2.1 Pump key for CR, CRN 2, 4, 8 and 16
3. Applications
4. Technical data
4.1 Ambient temperature
4.2 Liquid temperature
4.3 Maximum permissible operating pressure and liquid
temperature for the shaft seal
4.4 Minimum inlet pressure
4.5 Maximum inlet pressure
4.6 Electrical data
4.7 Frequency of starts and stops
4.8 Dimensions and weights
4.9 Sound level
5. Installation
6. Coupling adjustment
7. Electrical connection
7.1 Frequency converter operation
8. Start-up
9. Maintenance
10. Frost protection
11. Service
12. Fault finding chart
13. Disposal
3. Applications
Page GRUNDFOS multistage in -line centrifugal pumps, types CR and
4 CRN, are designed for a wide range of applications.
4
4
4
Pumped liquids
Thin, non -explosive liquids, not containing solid particles or fi-
bres. The liquid must not attack the pump materials chemically.
4 When pumping liquids with a density and/or viscosity higher than
4 that of water, motors with correspondingly higher outputs must be
4 used, if required.
4
5
5
5
5
5
5
5
6
6
6
7
7
7
8
8
8
Before beginning installation procedures, these in-
stallation and operating instructions should be stud-
ied carefully. The installation and operation should
also be in accordance with local regulations and ac-
cepted codes of good practice.
1. Handling
The motors of the CR, CRN 2, 4, 8 and 16 pumps are
supplied with lifting eyes which must not be used for
lifting the entire pump.
When the entire pump is to be lifted, observe the following:
• CR, CRN 2, 4, 8 and 16 pumps fitted with GRUNDFOS MG
motors should be lifted in the pump head by means of straps
or the like.
• For other motor makes, it is recommended to lift the pump in
the pump head by means of straps.
2. Type designation
2.1 Pump key for CR, CRN 2, 4, 8 and 16
Example CR8-30/2-X- X- X-XXXX
Pump range:
CR, CRN
Nominal flow rate in m3/h
Number of stages x 10
Number of impellers (is only used if the pump
has fewer impellers than chambers)
Code for pump version
Code for pipework connection
Code for materials
Code for shaft seal and rubber pump parts
CR, CRN
For liquid transfer, circulation and pressure boosting of cold or
hot clean water.
CRN
In systems where all parts in contact with the liquid must be made
of stainless steel, CRN pumps must be used.
4. Technical data
4.1 Ambient temperature
Maximum +40°C.
If the ambient temperature exceeds +40°C, the motor output (P2)
must be reduced, see fig. 1.
Fig. 1
P2
[%1
100
90
80
70
60
50
MIMINIMMEMMEN
......■.....
MENEMININEINENNII
..MI.........
20 25 30 35 40 45 50 55 60 65 70 75 80
t [°C]
1000 2250 3500 m
4.2 Liquid temperature
TMOO 2189 4298
Pump type
Liquid temperature
CR, CRN 2, 4, 8 and 16
-20°C to +120°C
See also fig. A, page 63, which indicates the relationship between
liquid temperature and maximum permissible operating pressure.
Note: The maximum permissible operating pressure and liquid
temperature ranges apply to the pump only.
4.3 Maximum permissible operating pressure and
liquid temperature for the shaft seal
Fig. 2
CR, CRN 2, 4, 8 and 16:
p [bar]
30
25
20
15
10
5
0
-40 -20 0 20 40 60 80 100 120 140 160
1
AUUE/AUUV-AUUE
-
RUUE
RUUV
AUUE/AUUV
I
i
BUBE/BUBV
BUBE
t [°C]
TMO1 1922 4500

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Fig. 3
TMO1 1242 4097
The maximum suction lift "H" in metres head can be calculated as
follows:
H = pbx 10.2-NPSH-Hf-Hy-Hs
Pb =
Barometric pressure in bar.
(Barometric pressure can be set to 1 bar).
In closed systems, pb indicates the system pressure
in bar.
NPSH = Net Positive Suction Head in metres head
(to be read from the NPSH curve on page 69 at the
highest flow the pump will be delivering).
Hf = Friction loss in suction pipe in metres head at the
highest flow the pump will be delivering.
H„ = Vapour pressure in metres head, see fig. E on page
66. tn, = Liquid temperature.
Hs = Safety margin = minimum 0.5 metres head.
If the calculated "H" is positive, the pump can operate at a suction
lift of maximum "H" metres head.
If the calculated "H" is negative, an inlet pressure of minimum
"H" metres head is required. There must be a pressure equal to
the calculated "H° during operation.
Example:
pb = 1 bar.
Pump type: CR 16, 50 Hz.
Flow rate: 16 m3/h.
NPSH (from page 69): 1.5 metres head.
Hf = 3.0 metres head.
Liquid temperature: +60°C.
Hv (from fig. E, page 66): 2.1 metres head.
H = pb x 10.2 - NPSH - Hf - H„ - Hs [metres head].
H = 1 x 10.2 - 1.5 - 3.0 - 2.1 - 0.5 = 3.1 metres head.
This means that the pump can operate at a suction lift of maxi-
mum 3.1 metres head.
Pressure calculated in bar: 3.1 x 0.0981 = 0.30 bar.
Pressure calculated in kPa: 3.1 x 9.81 = 30.4 kPa.
4.5 Maximum inlet pressure
Figure B, page 64, shows the maximum permissible inlet pres-
sure. However, the actual inlet pressure + pressure when the
pump is running against a closed valve must always be lower
than the "maximum permissible operating pressure".
If the system and the pumps are to be pressure -tested at a pres-
sure higher than that stated in fig. B, page 64, the pump shaft
must be locked to prevent axial movement.
4.6 Electrical data
See motor nameplate.
4.7 Frequency of starts and stops
Motors up to 4 kW: Maximum 100 times per hour.
Other motors: Maximum 20 times per hour.
4.3 Dimensions and weights
Dimensions: See fig. C, page 65.
Weights: See label on the packing.
4.9 Sound level
See fig. D, page 66.
5. Installation
The pump can be installed vertically or horizontally, see fig. 4.
Ensure that an adequate supply of cool air reaches the motor
cooling fan. However, the motor must never fall below the hori-
zontal plane.
Fig. 4
TMO1 1241 4097
Arrows on the pump base show the direction of flow of liquid
through the pump.
Figure C, page 65, shows the dimensions of the base as well as
the diameter and the position of the foundation bolt holes.
To minimize possible noise from the pump, it is advisable to fit ex-
pansion joints either side of the pump and anti -vibration mount-
ings between foundation and pump.
Port -to -port lengths and pipework connections appear from fig. C,
page 65.
Isolating valves should be fitted either side of the pump to avoid
draining the system if the pump needs to be cleaned, repaired or
replaced.
Install the pipes so that air locks are avoided, especially on the
suction side of the pump. Correct pipework shown in fig. 5.
Fig. 5
TMO1 0900 3997
Pos.
no.
Description Function
1
2
Expansion
joint
Isolating valve
Reduces noise and absorbs vibra-
tions and expansion.
Enables easy service of the
pump.
3
Pipe hanger Supports pipe and absorbs distor-
tion and strain.
Note: The pump must always be protected against backflow by
means of a non -return valve (foot valve).

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
aownwaras away rrom me pump ana were is a risk or sipnon ef-
fect and in installations which must be protected against backflow
of unclean liquids, a vacuum valve must be fitted close to the
pump, see fig. 6.
Fig. 6
TMO1 1240 4097
Minimum flows:
Pump type
Liquid temperature
Up to +80°C
+120°C
+80°C +150°C
+120°C (only spe-
cial version)
CR, CRN 2
0.2 m3/h 0.5 m'/h
CR, CRN 4
0.4 m$/h 1.0 m'/h
CR, CRN 8
0.8 m3/h 2.0 m3/h
CR, CRN 16
1.6m3/h 4.0m3/h
Note: The pump must never operate against a closed discharge
valve.
6. Coupling adjustment
For adjustment of coupling in CR, CRN 2 and 4, see fig. F,
page 67.
For adjustment of coupling in CR, CRN 8 and 16, see fig. G,
page 68.
7. Electrical connection
The electrical connection should be carried out by an authorized
electrician in accordance with local regulations.
Before removing the terminal box cover and before
any removal/dismantling of the pump, make sure that
the electricity supply has been switched off.
The pump must be connected to an external mains
switch with a minimum contact gap of 3 mm in all
poles.
The operating voltage and frequency are marked on the motor
nameplate. Make sure that the motor is suitable for the electricity
supply on which it will be used.
Single-phase GRUNDFOS motors incorporate a thermal switch
and require no additional motor protection.
Three-phase motors must be connected to a motor starter.
The terminal box can be turned to four positions, in 90° steps:
1. If necessary, remove the coupling guards. Do not remove the
coupling.
2. Remove the bolts securing the motor to the pump.
3. Turn the motor to the required position.
4. Replace and tighten the bolts.
5. Replace the coupling guards.
The electrical connection should be carried out as shown in the
diagram inside the terminal box cover.
7.1 Frequency converter operation
Motors supplied by GRUNDFOS:
All three-phase motors supplied by GRUNDFOS can be con-
nected to a frequency converter.
Dependent on the frequency converter type, this may cause in-
creased acoustic noise from the motor. Furthermore, it may
cause the motor to be exposed to detrimental voltage peaks.
Note: GRUNDFOS motors types MG 71 and MG 80 as well as
MG 90 (1.5 kW, 2-pole), all for supply voltages up to and including
440 V (see motor nameplate), must be protected against voltage
peaks higher than 650 V (peak value) between the supply termi-
nals.
It is recommended to protect all other motors against voltage
peaks higher than 850 V.
The above disturbances, i.e. both increased acoustic noise and
detrimental voltage peaks, can be eliminated by fitting an LC filter
between the frequency converter and the motor.
For further information, please contact the frequency converter or
motor supplier.
Other motor makes than those supplied by GRUNDFOS:
Please contact GRUNDFOS or the motor manufacturer.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Note: Do not start the pump until it has been filled with liquid and
vented.
Pay attention to the direction of the vent hole and
take care to ensure that the escaping water does not
cause injury to persons or damage to the motor or
other components.
In hot-water installations, special attention should be
paid to the risk of injury caused by scalding hot water.
Step Action
1
2
3
4
TMO1 1403 4497
TMO1 1404 4497
TMO1 1405 4497
Close the isolating valve on
the discharge side of the
pump and open the isolating
valve on the suction side.
Remove the priming plug from
the pump head and slowly fill
the pump with liquid.
Replace the priming plug and
tighten securely.
See the correct direction of ro-
tation of the pump on the mo-
tor fan cover.
Start the pump and check the
direction of rotation.
0
r-
7
Vent the pump by means of
the vent valve in the pump
e head. At the same time, open
the discharge isolating valve a
little.
1-
TMO1 1408 4497
TMO1 1409 4497
Continue to vent the pump. At
the same time, open the dis-
charge isolating valve a little
more.
Close the vent valve when a
steady stream of liquid runs
out of it. Completely open the
discharge isolating valve.
CR 2 and 4,
CRN 2, 4, 8 and 16:
For these pumps, it is advisable to open the bypass valve during
start-up. The bypass valve connects the suction and discharge
sides of the pump, thus making the filling procedure easier. When
the operation is stable, the bypass valve can be closed. When
pumping liquids containing air, it is advisable to leave the bypass
valve open.
Fig. 7
Drain plug
Bypass valve
9. Maintenance
TMO1 1243 4097
Before starting work on the pump, make sure that all
power supplies to the pump have been switched off
and that they cannot be accidentally switched on.
Pump bearings and shaft seal are maintenance -free.
If the pump is to be drained for a long period of inactivity, remove
one of the coupling guards to inject a few drops of silicone oil on
the shaft between the pump head and the coupling. This will pre-
vent the shaft seal faces from sticking.
Motor bearings:
Motors which are not fitted with grease nipples are maintenance -
free.
Motors fitted with grease nipples should be lubricated with a high -
temperature lithium -based grease, see the instructions on the fan
cover.
In the case of seasonal operation (motor is idle for more than
6 months of the year), it is recommended to grease the motor
when the pump is taken out of operation.
10. Frost protection
Pumps which are not being used during periods of frost should be
drained to avoid damage.
Drain the pump by loosening the vent screw in the pump head
and by removing the drain plug from the base.
Care must be taken to ensure that the escaping water
does not cause injury to persons or damage to the
motor or other components.
In hot-water installations, special attention should be
paid to the risk of injury caused by scalding hot water.
Do not tighten the vent screw and replace the drain plug until the
pump is to be used again.
CR 2 and 4,
CRN 2, 4, 8 and 16:
Before replacing the drain plug in the base, screw the bypass
valve out against the stop, see fig. 7.
Fit the drain plug by tightening the large union nut followed by the
bypass valve.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Note: If a pump has been used for a liquid which is injurious to
health or toxic, the pump will be classified as contaminated.
If GRUNDFOS is requested to service the pump, GRUNDFOS
must be contacted with details about the pumped liquid, etc. be-
fore the pump is returned for service. Otherwise GRUNDFOS can
refuse to accept the pump for service.
Possible costs of returning the pump are paid by the customer.
However, any application for service (no matter to whom it may
be made) must include details about the pumped liquid if the
pump has been used for liquids which are injurious to health or
toxic.
12. Fault finding chart
Before removing the terminal box cover and before any removal/dismantling of the pump, make sure that the electricity supply
has been switched off and that it cannot be accidentally switched on.
Fault
Cause
Remedy
1. Motor does not run
when started.
a) Supply failure.
Connect the electricity supply.
b) Fuses are blown.
Replace fuses.
c) Motor starter overload has tripped out.
Reactivate the motor protection.
d) Main contacts in motor starter are not making Replace contacts or magnetic coil.
contact or the coil is faulty.
e) Control circuit is defective.
Repair the control circuit.
f) Motor is defective.
Replace the motor.
2. Motor starter overload
trips out immediately
when supply is
switched on.
a) One fuse/automatic circuit breaker is blown. Cut in the fuse.
b) Contacts in motor starter overload are faulty. Replace motor starter contacts.
c) Cable connection is loose or faulty.
d) Motor winding is defective.
Fasten or replace the cable connection.
Replace the motor.
e) Pump mechanically blocked.
f) Overload setting is too low.
Remove the mechanical blocking of the pump.
Set the motor starter correctly.
3. Motor starter overload a) Overload setting is too low.
trips out occasionally.
Set the motor starter correctly.
b) Low voltage at peak times.
Check the electricity supply.
4. Motor starter has not
tripped out but the
pump does not run.
a) Check 1 a), b), d) and e).
5. Pump capacity not
constant.
a) Pump inlet pressure is too low (cavitation).
Check the suction conditions.
b) Suction pipe/pump partly blocked by impurities. Clean the pump or suction pipe.
c) Pump draws in air. Check the suction conditions.
6. Pump runs but gives
no water.
a) Suction pipe/pump blocked by impurities.
Clean the pump or suction pipe.
b) Foot or non -return valve blocked in closed po- Repair the foot or non -return valve.
sition.
c) Leakage in suction pipe.
Repair the suction pipe.
d) Air in suction pipe or pump.
Check the suction conditions.
e) Motor rotates in the wrong direction.
Change the direction of rotation of the motor.
7. Pump runs back-
wards when switched
off.
a) Leakage in suction pipe.
Repair the suction pipe.
b) Foot or non -return valve is defective.
Repair the foot or non -return valve.
8. Leakage in shaft seal. a) Shaft seal is defective.
Replace the shaft seal.
9. Noise. a) Cavitation occurs in the pump.
Check the suction conditions.
b) Pump does not rotate freely (frictional resist-
ance) because of incorrect pump shaft posi-
tion.
Adjust the pump shaft.
c) Frequency converter operation.
See section 7.1 Frequency converter operation.
13. Disposal
Disposal of this product or parts of it must be carried out accord-
ing to the following guidelines:
1. Use the local public or private waste collection service.
2. In case such waste collection service does not exist or cannot
handle the materials used in the product, please deliver the
product or any hazardous materials from it to your nearest
GRUNDFOS company or service workshop.
Subject to alterations.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Maximum permissible operating pressure:
Max. zulassiger Betriebsdruck:
Pression de fonctionnement maxi autorisee:
Massima pressione di esercizio possibile:
Presi6n maxima de funcionamiento permitida:
Pressoo maxima de funcionamento permissive!:
Mtyiorq cn rperrrrj rrisaq Asiroupyiaq:
Maximaal toelaatbare werkdruk:
Max. tillatet driftstryck:
Suurin sallittu kayttSpaine:
Maks. tilladeligt driftstryk:
Frequency Pump type Curve
Frequenz Pumpentyp Kurve p [bar]
Frequence Type de pompe Courbe 36
Frequenza Pompa tipo Curva
Frecuencia Tipo de bomba Curva 32
Frequencia Modelo da bomba Curva 28
luxvGTgra TurroS avrAiaq Kapn6Aq
Frequentie Pomptype Curve 24
Frekvens Pumptyp Kurva 20
Taajuus Pumpputyyppi Kayra
Frekvens Pumpetype Kurve 16
CR, CRN 2-20 -) CR, CRN 2-150 1 12
CR, CRN 2-180 4 CR, CRN 2-260 2 8
CR, CRN 4-20/1 4 CR, CRN 4-160 1
CR, CRN 4-190 4 CR, CRN 4-220 2 4
50 Hz
CR, CRN 8-20/1 4 CR, CRN 8-120 1 0
CR, CRN 8-140 4 CR, CRN 8-200 3
3
2
1
-40 -20 0 20 40 60 80 100 120
140 160
CR, CRN 16-30/2 4i CR, CRN 16-80 1 t [°C]
CR, CRN 16-100 4 CR, CRN 16-160 3
60 Hz
CR, CRN 2-20 4 CR, CRN 2-150 1
CR, CRN 2-180 4 CR, CRN 2-260 2
CR, CRN 4-20/1 4 CR, CRN 4-160 1
CR, CRN 4-190 4 CR, CRN 4-220 2
CR, CRN 8-20/1 4 CR, CRN 8-120 1
CR, CRN 8-140 4 CR, CRN 8-200 3
CR, CRN 16-30/2 -3 CR, CRN 16-80 1
CR, CRN 16-100 4 CR, CRN 16-160 3
TMO2 7530 3703

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Maximum inlet pressure for CR and CRN:
Max. Zulaufdruck fOr CR and CRN:
Pression maximum d'entree pour CR et CRN:
Massima pressione in aspirazione per CR e CRN:
Presion maxima de entrada para CR y CRN:
Pressao maxima de admissao CR e CRN:
GR M*yioTq niscq civ6aou yia CR Kai CRN:
N) Maximale inlaatdruk m.b.t. type CR en CRN:
0 Max. tilloppstryck for CR och CRN:
gP Suurin tulopaine CR ja CRN:
DI( Maks. tillobstryk for CR og CRN:
50 Hz
60 Hz
CR, CRN 2
CR, CRN 2-20
CR, CRN 2-30 4 CR, CRN 2-110
CR, CRN 2-130 4 CR, CRN 2-260
6 bar
10 bar
15 bar
CR, CRN 2-20 4 CR, CRN 2-60
CR, CRN 2 -70 4 2-180
10 bar
15 bar
CR, CRN 4
CR, CRN 4-20/1 4 CR, CRN 4-20
CR, CRN 4-30 4 CR, CRN 4-100
CR, CRN 4-120 4 CR, CRN 4-220
6 bar
10 bar
15 bar
CR, CRN 4-20/1 4 CR, CRN 4-20
CR, CRN 4-30 4 CR, CRN 4-80/7
CR, CRN 4-80 4 CR, CRN 4-160
6 bar
10 bar
15 bar
CR, CRN 8
CR, CRN 8-20/1 4 CR, CRN 8-60
CR, CRN 8-80 4 CR, CRN 8-200
6 bar
10 bar
CR, CRN 8-20/1 4 CR, CRN 8-40
CR, CRN 8-50 4 CR, CRN 8-140
6 bar
10 bar
CR, CRN 16
CR, CRN 16-30/2 4 CR, CRN 16-30
CR, CRN 16-40 4 CR, CRN 16-160
6 bar
10 bar
CR, CRN 16-30/2 4 CR, CRN 16-30
CR, CRN 16-40 4 CR, CRN 16-100
6 bar
10 bar

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
£6££ 9SZZ OOWI
0!
z
G
£6££ 99ZZ 001A1
E6EE 09ZZ OOWI
of
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z
w
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a
m
z
H
E6EE £SZZ 001N1
£6£6 ZSZZ 001.0111
H
E6EE LSZZ OOWI
a y
Eo-
a
E
E
m
mE
NE
E
J
E
E
z
2
J
E
E
E
E
or
x
E
E
E
E
J
x
J
0
x
J
E
E
E
E
E
E
re
E
E
E
E
100 147 180 210 13
M
_O
N
O
O
0
in
0
O
100 147 180 210 13
100 150 180 210 13
130 190 215 246 13
130 199 215 247 14
130 190 215 246 13
130 199 215 247 14
250 75 25
250 75 25
250 75 32
250 75 32
280 80 40
280 80 40
300 90 50
300 90 50
210 50 2
210 50 2
N
0
co
co
N
261 90 2%
162 50 32
162 50 32
202 80 517
202 90 51
210 50 42,4
210 50 42,4
261 80 60,3
261 80 60,3
CR 2 160 50 1
CRN 2
CR 4 160 50 1 %
CRN 4
0
CO
0
0
N
co
ce
c0
CRN 8
CR 16
CRN 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Airborne noise emitted by pumps with motors fitted by GRUNDFOS:
Luftschallemission von Pumpen mit Motoren, die von GRUNDFOS montiert sind:
Bruit aerien emis par les pompes avec moteurs montes par GRUNDFOS:
Rumore aereo emesso da pompe dotate di motori installati da GRUNDFOS:
Nivel de ruido producido por bombas con motores montados por GRUNDFOS:
Ruido emitido pelas electrobombas montadas pela GRUNDFOS:
Odpu(ioq nou CKnspne°rai orov aapa and avrAisq EpobiaapivES pc Krvgrripcc and rg GRUNDFOS:
Geluidsdruk van pompen met een door GRUNDFOS gemonteerde motor:
Ljudtrycksniva frail pumpar med motorer monterade av GRUNDFOS:
Ilmassa kantautuva Rani GRUNDFOS'in asentamilla moottoreilla:
Luftbaren she] fra pumper med motorer monteret of GRUNDFOS:
Motor
[kW]
50 Hz 60 Hz
LpA LPA
[dB(A)] [dB(A)]
0.25 <70 <70
0.37 <70 <70
0.55 <70 <70
0.75 <70 <70
1.1
<70 <70
1.5 <70 <70
2.2 <70 <70
3.0 <70 <70
4.0 <70 <70
5.5 <70 <70
7.5 <70 72
11
80 84
15
72 77
Fig. E
tm Hv
(°C) (m)
150 -45
40
140• 35
30
130
25
120120
110 15
12
100t10
80;$0
-6,0
80. 5,0
•4,0
70,-3,0
60+2,0
-1,5
50-
-1,0
40 '0,8
• 0,6
30- 0,4
-0,3
20-_ 0,2
10-
-0,1
0-
TMOO 3037 3493

DocuSign Envelope ID7CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Fig. F
A
TMO1 2642 2
TMO1 2643 2198
1,5 mm
TMO1 2648 2198
M6 13 Nm (1,3 kpm
M8 32 Nm 3,1 kpm;
M10 62 Nm (6,2 kpm)
TMO1 2644 2198

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Fig. G
A
4
E
E
N
6
a)
M6 13 Nm (1,3 kpm)
M8 32 Nm (3,1 kpm)
M10 62 Nm (6,2 kpm)
TMO1 2646 2198
N

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
[kPa] [m1
CR 2, CRN 2
80 -
60 -
40 -
20 -
0-
8
7
6
5
4
3
2
1
0
--------- .0 Hz M
------■-- .M
MMMINIMMMMMMFAM
MMMMMIM Ma-
------ 50 Hz rld--
--------'I/.---
■■----� -■--
---- -----■
-�ili.re■rrr--��---
00 04 08 12 16 20 24 28 32 36
r I r 1
0.0 0.2 0.4 0.6 0.8 1 0
p H
[kPa [m]
2.8
24 - 2.4
2.0
16 - 1.6
1.2
8-0.8
0.4
0 - 0.0
Q [m'/h]
Q [I/s]
CR 4, CRN 4
■■ •• • •
■■■■■■ 60 Hz
50 A■
■■■■■■ Ad.
■■■■■. M.■■
■■■PEPallI■■■■
MM�;r111111111■■■■■
■■■■■■■■
0
5 6 7
Q
0.0 0.4 0.8 1.2 1.6 2.0 2.4 Q [Ws]
p H
[kPa [m]
3.6
32 - 3.2
2.8
24-2.4
2.0
16 -- 1.6
1.2
8--0.8
0.4
0 - 0.0
■■■■■■■■■■■■ 60 H .I■
■■■■■■■■■ 5o Hz •IU■■
■■■■■■■■■ w.■■■
■■■■■■■■■■■►ia■■
■■■■■■■■■■�:■■■■■
■■■■■■■■IPIPUI■■■■■
mwmimmrCZiiiiI■■■■■■■
O 1 2 3 4 5 6 7 8 9 10 11 12 13 Q [m'/h]
11 1 I I I I I 1 1 I I
0.0 0.4 0.8 1.2 1.6 2.0 2.4 2.8 3.2 3.6 Q [Ifs]
p H
[kPa [m]
9
80� 8
7
60- 6
5
40 - 4
3
20 - 2
1
0- 0
CR 16, CRN 16
60 Hz
50 Hz /
O 2 4 6 8 10 12 14 16 18 20 22 24 Q [m'/h
1 I I 1 T [ 1
O 1 2 3 4 5 6 7Q [I/s]
TMOO 1625 4597
TMOO 1626 4597
'Nameplate on
pump indicates 42
gpm.
TMOO 1627 4597
TMOO 1628 4597

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A1
Poul Due Jensens Vej 7A
DK-8850 Bjerringbro
Tlf.: [phone]
Telefax: [phone]
E-mail: [e-mail]
www.grundfos.com/DK
Argentina
Bombas GRUNDFOS de Argentina S.A.
Ruta Panamericana km. 37.500 Lote 34A
1619 - Garin
Pcia. de Buenos Aires
Phone: [phone]
Telefax: [phone]
Australia
GRUNDFOS Pumps Pty. Ltd.
P.O. Box 2040
Regency Park
South Australia 5942
Phone: [phone]
Telefax: [phone]
Austria
GRUNDFOS Pumpen Vertrieb Ges.m.b.H.
Grundfosstra6e 2
A-5082 Grodig/Salzburg
Tel.: [phone]
Telefax: [phone]
Belgium
N.V. GRUNDFOS Bellux S.A.
Boomsesteenweg 81-83
B-2630 Aartselaar
Tel.: [phone]
Telecopie: [phone]
Brazil
GRUNDFOS do Brasil Ltda.
Rua Tomazina 106
CEP 83325 - 040
Pinhais - PR
Phone: [phone]
Telefax: [phone]
Canada
GRUNDFOS Canada Inc.
2941 Brighton Road
Oakville, Ontario
L6H 6C9
Phone: [phone]
Telefax: [phone]
China
GRUNDFOS Pumps (Shanghai) Co. Ltd.
22 Floor, Xin Hua Lian Building
755-775 Huai Hai Rd, (M)
Shanghai 200020
PRC
Phone: [phone]
Telefax: [phone]
Czech Republic
GRUNDFOS s.r.o.
Cajkovskeho 21
779 00 Olomouc
Phone: [phone]
Telefax: [phone]
Finland
OY GRUNDFOS Pumput AB
Mestarintie 11
Piispankyla
FIN-01730 Vantaa (Helsinki)
Phone: [phone]
Telefax: [phone]
France
Pompes GRUNDFOS Distribution S.A.
Parc d'Activites de Chesnes
57, rue de Malacombe
F-38290 St. Quentin Fallavier (Lyon)
Tel.: [phone]
Telecopie: [phone]
Germany
GRUNDFOS GMBH
Schluterstr. 33
40699 Erkrath
Tel.: [phone]
Telefax: [phone]
e-mail: [e-mail]
Service in Deutschland:
e-mail: [e-mail]
Greece
GRUNDFOS Hellas A.E.B.E.
20th km. Athinon-Markopoulou Av.
P.O. Box 71
GR-19002 Peania
Phone: [phone]
Telefax: +0030-210-66 46 273
Mnnn Knnn
36-094D4CF4F5BA ips (Hong Kong) Ltd.
Unit 1, Ground floor
Siu Wai Industrial Centre
29-33 Wing Hong Street &
68 King Lam Street, Cheung Sha Wan
Kowloon
Phone: [phone]
Telefax: [phone]
Hungary
GRUNDFOS Hungaria Kft.
Park u. 8
H-2045 Tiirokbalint,
Phone: [phone]
Telefax: [phone]
India
GRUNDFOS Pumps India Private Limited
Flat A, Ground Floor
61/62 Chamiers Aptmt
Chamiers Road
Chennai 600 028
Phone: [phone]
Telefax: [phone]
Indonesia
PT GRUNDFOS Pompa
JI. Rawa Sumur III, Blok III / CC-1
Kawasan Indust', Pulogadung
Jakarta 13930
Phone: [phone]
Telefax: [phone]/460 6901
Ireland
GRUNDFOS (Ireland) Ltd.
Unit 34, Stillorgan Industrial Park
Blackrock
County Dublin
Phone: [phone]
Telefax: [phone]
Italy
GRUNDFOS Pompe Italia S.r.l.
Via Gran Sasso 4
1-20060 Truccazzano (Milano)
Tel.: [phone]
Telefax: [phone]/95838461
Japan
GRUNDFOS Pumps K.K.
1-2-3, Shin Miyakoda
Hamamatsu City
Shizuoka pref. 431-21
Phone: [phone]
Telefax: [phone]
Korea
GRUNDFOS Pumps Korea Ltd.
6th Floor, Aju Building 679-5
Yeoksam-dong, Kangnam-ku, 135-916
Seoul Korea
Phone: [phone]
Telefax: [phone]
Malaysia
GRUNDFOS Pumps Sdn. Bhd.
7 Jalan Peguam U1/25
Glenmarie Industrial Park
40150 Shah Alam
Selangor
Phone: [phone]
Telefax: [phone]
Mexico
Bombas GRUNDFOS de Mexico S.A. de C.V.
Boulevard TLC No. 15
Parque Industrial Stiva Aeropuerto
Apodaca, N.L. 66600
Mexico
Phone: [phone]
Telefax: [phone]
Netherlands
GRUNDFOS Nederland B.V.
Postbus 104
NL-1380 AC Weesp
Tel.: [phone]
Telefax: [phone]/492299
New Zealand
GRUNDFOS Pumps NZ Ltd.
17 Beatrice Tinsley Crescent
North Harbour Industrial Estate
Albany, Auckland
Phone: [phone]
Telefax: [phone]
Norway
GRUNDFOS Pumper A/S
Stremsveien 344
Postboks 235, Leirdal
N-1011 Oslo
Tlf.: [phone]
Telefax: [phone]
Poland
GRUNDFOS Pompy Sp. z o.o.
ul. Klonowa 23
Baranowo k. Poznania
PL-62-081 Przezmierowo
Phone: [phone]
Telefax: [phone]
Portugal
Bombas GRUNDFOS Portugal, S.A.
Rua Calvet de Magalhaes, 241
Apartado 1079
P-2770-153 Paco de Arcos
Tel.: [phone]
Telefax: [phone]
Russia
000 GRUNDFOS
Shkolnaya 39
RUS-109544 Moscow
Phone: [phone]
Telefax: [phone], [phone]
e-mail: [e-mail]
Singapore
GRUNDFOS (Singapore) Pte. Ltd.
24 Tuas West Road
Jurong Town
Singapore 638381
Phone: [phone]
Telefax: [phone]
Spain
Bombas GRUNDFOS Espana S.A.
Camino de la Fuentecilla, s/n
E-28110 Algete (Madrid)
Tel.: [phone]
Telefax: [phone]
Sweden
GRUNDFOS AB
Box 63, Angeredsvinkeln 9
S-424 22 Angered
Tel.: [phone]
Telefax: [phone]
Switzerland
GRUNDFOS Pumpen AG
Bruggacherstrasse 10
CH-8117 Fallanden/ZH
Tel.: [phone]
Telefax: [phone]
Taiwan
GRUNDFOS Pumps (Taiwan) Ltd.
14, Min -Yu Road
Tunglo Industrial Park
Tunglo, Miao-Li County
Taiwan, R.O.C.
Phone: [phone]
Telefax: [phone]
Thailand
GRUNDFOS (Thailand) Ltd.
947/168 Moo 12, Bangna-Trad Rd., K.M. 3,
Bangna, Phrakanong
Bangkok 10260
Phone: [phone] ... 91
Telefax: [phone] ... 6
Turkey
GRUNDFOS POMPA SAN. ve TIC. LTD. STI
Bulgurlu Caddesi no. 32
TR-81190 0sk9dar Istanbul
Phone: +90 - 216-4280 306
Telefax: +90 - 216-3279 988
United Arab Emirates
GRUNDFOS Gulf Distribution
P.O. Box 16768
Jebel Ali Free Zone
Dubai
Phone: [phone]
Telefax: [phone]
United Kingdom
GRUNDFOS Pumps Ltd.
Grovebury Road
Leighton Buzzard/Beds. LU7 8TL
Phone: [phone]
Telefax: [phone]
U.S.A.
GRUNDFOS Pumps Corporation
17100 West 118th Terrace
Olathe, Kansas 66061
Phone: [phone]
Telefax: [phone]

13t.P1mimic INNOV01t Inlnkinganeaamakes liposslDle
DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Innovation is the essence
96 42 36 35 0903
Repl. V7 14 13 54 0500
30

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
INElk
III EP
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine
NCDEQ Incident No. 3659
125 Hospital Drive
Spruce Pine, Mitchell County, North Caro ' �cA10 b7%,
ss
S&ME Project No. 4305-17-109E
-7, virk.4 f
/:,19,6 a. f��ol/1111��i`
PREPARED FOR.
NCDEQ, UST Section
1646 Mail Service Center
Raleigh, NC 27699
PREPARED BY:
S&ME, Inc.
44 Buck Shoals Road, Suite C-3
Arden, NC 28704
May 3, 2018

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital - Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
Table of Contents
1.0 Description of Groundwater Remediation System 1
1.1 Background 1
1.2 Recovery Wells 1
1.3 Interceptor Trench 2
1.4 Flow Origin and Volume 2
1.5 Wastewater Characterization 2
2.0 System Design 3
2.1 Oil/Water Separator 3
2.2 Shallow Tray Air Stripper 4
2.3 Filters 5
2.3.1 50 Micron Bag Filters 5
2.3.2 10 Micron Bag Filters 5
2.4 Activated Carbon Units 5
2.5 Other Major Components 6
2.5.1 Batch Tank 6
2.5.2 Batch Tank Transfer Pump 6
2.5.3 Shallow Tray Stripper Transfer Pump 6
2.5.4 Air Compressor 7
2.6 Controls and Alarms 7
Appendices
Appendix I - Figures
Appendix II - Site Photographs
Appendix III - Pneumatic Pumps Specifications
Appendix IV - System Influent Laboratory Report
Appendix V - Oil/Water Separator Specifications
Appendix VI - Shallow Tray Air Stripper Software Output
Appendix VII - Shallow Tray Air Stripper Specifications
Appendix VIII - Particulate Filter Specifications
Appendix DC - Carbon Vessel Specifications
Appendix X - Specification of Other Components
May 3, 2018 ii

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
1.0 Description of Groundwater Remediation System
1.1 Background
The UST system installation contractor failed to connect the excess fuel return line from the exterior foundation
wall of the boiler room (part of the main hospital building at that time) to the 20,000-gallon UST. Excess fuel not
used by the boiler discharged to the subsurface rather than returning to the UST system. The release was
discovered in May 1988. From 1988 to 2007, soil and groundwater assessment activities were conducted to
determine the extent of the release to the soil and groundwater. The groundwater beneath the hospital
historically flows to the northwest toward Beaver Creek, a tributary of the North Toe River, along with the
petroleum free product and petroleum -impacted groundwater. The impacted area is located on a localized
topographic high and there is a relatively steep gradient from the source area to the northern property boundary
along Highway 19E.
In 1994, a remediation system consisting of a groundwater and free product recovery system was installed and
began operation. The existing system was designed to induce hydraulic control over the groundwater
contaminant plume by reducing the migration rate of the plume as it travels northwest towards Highway 19E and
then to Beaver Creek. A portion of the system was also designed to capture shallow, contaminated groundwater
in the vicinity where the contaminant plume intersections the right-of-way associated with Highway 19E.
The remediation system removes both No. 2 fuel oil and dissolved petroleum hydrocarbons from groundwater
that is extracted from the subsurface. The existing pump and treat system consists of 16 recovery wells and 11
trench wells (located along the North Carolina Department of Transportation right-of-way for Highway 19E)
equipped with total fluid pneumatic pumps, associated piping, an oil/water separator, air stripper, bag filters, and
carbon vessels. Treated water from the remediation system discharges to an unnamed tributary of Beaver Creek
(Class C, Trout water), which flows to the North Toe River within the French Broad River basin.
The system components are depicted in the figures in Appendix I. Site photographs are included in Appendix B.
The major components of the system are listed below:
1.2 Recovery Wells
A total of 16 recovery wells are installed at various locations across of the contaminated site to remove free
product and petroleum -impacted groundwater. All recovery wells consist of either a four or six inch well with an
installed pneumatic pump. The pumps installed are either a QED Hammerhead or AP-4 top loading pumps
capable of extracting both free product and petroleum -impacted groundwater. A copy of the specification sheets
for both pneumatic pumps used at the site have been included in Appendix M.
May 3, 2018 1

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
III
1.3 Interceptor Trench
An interceptor trench consisting of 11 recovery wells to prevent the downward migration of the product plume.
The purpose of the interceptor trench is to prevent migration of the free product plume towards the North Toe
River.
Again, the pumps installed into the interceptor trench are either QED Hammerhead or AP-4 top loading pumps.
The interceptor trench was installed using pea gravel and coarse sand. The recovery wells located in the trench
are six inch in diameter and constructed of stainless steel casing.
1.4 Flow Origin and Volume
Original conception of the system estimated that approximately 1 gallon per minute would be produced from
each well associated with the treatment system. Under normal operating conditions, the average influent flow
(between March 15 and March 29, 2018) was measured at approximately 10 gallons per minute (gpm) or 14,400
gallons per day (gpd). Over the course of operations, heavy rainfall event have shown to temporarily increase the
influent flow to approximately 20 gpm (28,800 gpd). Therefore, for system design/modification purposes we have
assumed a flowrate of 20 gpm.
The current system as currently designed is able to handle an influent flow rate of at least 40 gpm (57,200 gpd).
The system was originally designed with the assumption that additional recovery wells/trenches may be required
to prevent migration of free product and groundwater contamination. However, since additional expansions have
not taken place, the system is operating at about 50% of its design capacity.
1.5 Wastewater Characterization
A groundwater sample was collected on March 30, 2018 from the sample port located after the confluence of the
oil/water separators, but prior to treatment of the influent groundwater by the air stripper and filtration units. The
groundwater sample was analyzed for the following:
benzene, toluene, ethylbenzene, total xylenes (BTEX), methyl tert-butyl ether (MTBE), naphthalene, and
1,2-Dichloroethane by Method 6200;
lead by Method 6010;
total suspended solids (TSS) by Method 2540;
oil & Grease by Method 1664; and
phenol by Method 420.1.
The laboratory report associated with the influent sample is included in Appendix IV. The results of the influent
sample analysis is summarized in Table 1-1 below
May 3, 2018 2

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
Table 1-1- Influent Data
Constituent
Concentration
Benzene
46 µg/L
Ethylbenzene
18 µg/L
Toluene
13 µg/L
Total Xylenes
84 µg/L
MTBE
<1.0 µg/L
Naphthalene
76 µg/L
Lead
<0.010 mg/L
1,2-dichloroethane
<2.0
Phenol
0.077 mg/L
TSS
2.2 mg/L
Oil & grease
<1.4 mg/L
µg/L = micrograms per liter
mg/L = milligrams per liter
2.0 System Design
As the system was originally designed in 1993 and installed in 1994, the treatment system components are
present and are in operation at the facility. The information that is provided below details each major piece of
equipment associated with the groundwater treatment system and provides confirmation that the existing system
is still effective at reducing contaminant concentrations found at the site.
2.1 Oil/Water Separator
There are currently two oil/water separators installed at the site. The first oil/water separator receives
groundwater recovered from the recovery wells located across the site. The second oil/water separator receives
groundwater recovered from the recovery wells associated with the interceptor trench. Influent flow from each
individual recovery well is combined into three trunk lines that enter the treatment system building. The oil/water
separators that were installed are Hydro -Flo Technologies (Model No. DP-24). The following are the specifications
associated with the two oil/water separators:
Manufacturer:
Overall Dimensions:
Design Flow Rate:
Oil Droplet Removal Rate:
Coalescing Media Pack Size:
Minimum Coalescing Surface Area:
Maximum Cross -sectional Velocity:
Minimum Separation Retention Time:
Hydro -Flo Technologies Inc.
Approximately 9 feet long by 3 feet wide by 5.5 feet tali
34 gpm @ 20 microns to 77 gpm @ 30 microns
10 mg/L of oil droplets > 20-30 microns
48 inches long by 24 inches wide by 36 inches tall
1,632 square feet
0.75 to 1.72 feet per minute
7.48 to 10 minutes
May 3, 2018 3

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital - Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
111
Sludge Chamber Capacity: 56 gallons
Device for Oil Removal: Rotary Pipe Skimmer
Specification sheets for each oil/water separator have been included in Appendix V.
2.2 Shallow Tray Air Stripper
The influent groundwater contaminant data collected in March 2018 was used to confirm the system design
capacity for the air stripper. For reference, the original design characteristics from 1993 are included. Software
was utilized from Northeast Environmental Products (NEEP-Shallow Tray) who designed the shallow tray stripper
system currently on site. The software computes the shallow tray air stripper outlet concentrations of select
contaminants of concern based on the system's configuration, flow rate, water temperature, and measured
influent concentrations. The software output is included in Appendix VI. The estimated concentrations of the
effluent exiting the shallow tray stripper are summarized below:
Table 2-1— Air Stripper Evaluation
Constituent
Benzene
Influent
Conc.
(ppb) -
1993
4,600
Effluent
Conc.
(ppb) -
1993
<1
Air
Effluent
Conc.
(ppmv)
1993
8.30
Removal
Efficiency
99.99%
Influent
Conc.
(ppb) -
2018
46
Effluent
Conc.
(ppb) -
2018
Air
Effluent
Conc.
(PPmy )
2018
Removal
Efficiency
100%
<1
0.04
Toluene
3,900
<1
5.96
99.99%
13
<1
0.01
100%
Ethyl
benzene
3,400
<1
4.51
100%
18
<1
0.01
100%
Total
Xylenes
13,000
<1
17.28
99.99%
84
<1
0.06
100%
Naphthalene
4,600
6
5.05
99.86%
76
<1
0.04
99.97%
MTBE
10*
<1
0.02
96.43%
1*
<1
0.00
99.76%
1,2-DCA
10*
<1
0.01
99.10%
1*
<1
0.00
99.99%
*-MTBE and 1.2-DCA concentrations are assumed. They were not sampled in 1993 and were below laboratory detection limits in
2018.
ppb = parts per billion
ppmv = parts per million by volume
May 3, 2018 4

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
Following are the specifications for the Shallow Tray Stripper:
Manufacturer:
Model Number:
Air Flow Rate:
Water Flow Rate:
Air/Water Ratio:
Number of Trays: 3
Overall Dimensions:
Northeast Environmental Products Inc. (NEEP)
3631
900 cubic feet per minute
1-125 gpm
134.6 cubic feet per minute of air per cubic feet per minute of water
6.17 feet long by 5 feet wide by 6.5 feet tall
Specification sheets for the shallow tray stripper have been included in Appendix VB.
2.3 Filters
III
Two sets of bag filters were installed to allow for filtration of solids that may be in the influent groundwater
stream. The first set of filters were installed prior to the shallow tray air stripper and is capable of capturing
contaminants/solids greater than 50 microns. The second set of filters were installed prior to the carbon filtration
units and is capable of capturing contaminants/solids greater than 10 microns. Both sets of filters are in a parallel
configuration to allow the water to take the path of least resistance. The following are the specifications for the
two sets of bag filters:
2.3.1 50 Micron Bag Filters
Manufacturer: FSI
Model Number: BFN 12
Filter Bags:
Surface Area per Bag:
Maximum flow:
1— 50 Micron
4.4 squre feet
Up to 220 gpm
2.3.2 10 Micron Bag Filters
Manufacturer:
Model Number:
Filter Bags:
Surface Area per Bag:
Maximum flow:
Krystil Klear
88
1- 10 Micron
4.4 square feet
Up to 220 gpm
Specification sheets for each filter have been included in Appendix VUI.
2.4 Activated Carbon Units
Two activated carbon units will receive the effluent from the shallow tray air stripper. The carbon units are meant
as a polishing step prior to the discharge point. The units are meant to capture some of the more difficult
contaminants (such as naphthalene) that were not completely stripped. Based on the calculations above, it is not
May 3, 2018 5

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
III ri
anticipated that elevated concentrations of the contaminants of concern are expected to reach and be removed
by the carbon system. The carbon units are setup in series to allow effluent water to flow through both carbon
vessels prior to discharge. Following are the specifications for the carbon units currently installed at the site:
Manufacturer: Carbonair
Model Number: PC7F
Carbon Capacity: 1,000 pounds each
Design Flow Rate: 75 gpm
Design Pressure: 90 pounds per square inch (psi)
Bed Area: 7 square feet
Dimensions: 3 feet diameter by 6 feet tali
Specification sheets for the carbon vessels have been included in Appendix IX.
2.5 Other Major Components
Other major components of the treatment system include two transfer pumps, a batch settlement tank, and an air
compressor. The pumps allow for the transfer of water between the batch tank and the shallow tray stripper and
between the shallow tray stripper and the carbon vessels. The air compressor provides the pneumatic power for
the recovery well pumps. The following are the specifications for the batch tank, transfer pumps, and air
compressor:
2.5.1 Batch Tank
Manufacturer: Chemtainer Industries
Capacity: 500 gallons
Dimensions: 5 feet diameter by —3.5 feet tall
2.5.2 Batch Tank Transfer Pump
Manufacturer: Price Pumps
Model Number: EC150
Flow: 60-80 gpm (based on pump curve)
Horsepower: 1.5 horsepower
2.5.3 Shallow Tray Stripper Transfer Pump
Manufacturer: Grundfos
Model Number: CRN-8-40
Flow: 30-40 gpm (based on pump curve)
Horsepower: 3 horsepower
May 3, 2018 6

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
2.5.4 Air Compressor
Manufacturer: Ingersoll-Rand
Model Number: U2SHE-SP
Capacity: 100 cubic feet per min
Operating Press.: 125 psi
Horsepower: 25 horsepower
A specification sheet for the air compressor could not be provided by Ingersoll-Rand as it is obsolete and the
manufacturer no longer supports this model. A specification sheet was not provided for the batch tank as it is a
general water holding tank and dimensions are widely available. Specification sheets for the two transfer pumps
listed are included in Appendix X.
2.6 Controls and Alarms
The following table describes the system controls and alarms that have been installed on the treatment system:
Table 2-2 — Summary of Controls and Alarms Features
Item
Batch Transfer Pump
Type
Float switch
Location
Within Batch Tank
Control
Low and Hi float switch turns
the transfer pump on/off
Batch Tank Alarm
Float switch
Within Batch Tank
Hi -Hi float switch shuts the
treatment system off when
activated
Shallow Tray Transfer
Pump
Float switch
Within Shallow Tray
Sump
Low and Hi float switch turns 1
the transfer pump on/off
Shallow Tray Stripper
Alarm
Float switch
Within Shallow Tray
Sump
Hi -Hi float switch shuts the
treatment system off when
activated
Shallow Tray Stripper
Alarm
Pressure Switch
Within Shallow Tray
Stripper
Shuts down the treatment
system due to pressure
buildup/fouling of trays
Product Storage Tank
Alarm
Float Switch
Within Tank
Hi -Hi float switch shuts down
the treatment system when
activated
May 3, 2018 7

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendices

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix I - Figures

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
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(FEET)
REFERENCE:
BASE MAPPING OBTAINED FROM ESRI. THIS MAP IS FOR INFORMATIONAL PURPOSES
ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON 1
CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
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Project Location
SITE VICINITY MAP
SCALE:
" = 2,000 '
BLUE RIDGE HOSPITAL
125 HOSPITAL DRIVE
SPRUCE PINE, MITCHELL CO., NORTH CAROUNA
DATE:
10-24-17
PROJECT NUMBER
405-17-109
FIGURE NO.
1

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
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REFERENCE:
GIS BASE LAYERS WERE OBTAINED FROM NC ONEMAP AND MITCHELL COUNTY GIS DEPARTMENT.
THIS MAP I5 FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE
APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
15 Rw-27
RW-26 el
11
/� RW-25 ; . OW-10
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.,_.._., . . ar,-:'s_
TREATMENT f
SYSTEM
BUILDING /14 •
i NO OneMa
e Monitoring Wells (Located)
• Monitoring Wells (Unconfirmed)
Monitoring Wells (Abandoned / Not Located)
!- Recovery Wells
L Observation Wells
— — Recovery Lines
Approximate UST Locations
SCALE:
1"=80'
DATE:
10-24-17
PROJECT NUMBER
4305-17-109
FIGURE NO.
2

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Discharge to
tributary
BBEAVERK
0000
c`
0‘;;•'14
SEABOARD SYSTEM
RAILROAD
4% •
•
o / /
r
REFERENCE:
Figure from S&ME's October 1998 Site Map for Engineering Drawings
i
Underground
Piping
•
•
Remediation
S stem
Effluent Sample Location
in the S stem
Solid
Underground
Pipe
\
\\
S.W.D.I.
Effluent Discharge
from Remediation
System to Storm
Water System
•
Hospital
•
•
•
h
SPRUCE PINE
HOSPITAL
o a
0
SITE MAP — DISCHARGE PATH
SCALE:
NTS
BLUE RIDGE HOSPITAL
125 HOSPITAL DRIVE
SPRUCE PINE, MITCHELL COUNTY, NORTH CAROLINA
DATE:
10-31-2017
PROJECT NUMBER
4305-17-109E _
FIGURE NO.
3
J

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Drawing Path: C:\Users\jnyvall\Desktop\Spruce Pine Information\SP with Plot Styles.dwg
Influent From
Recovery Wells
z
OIL/WATER SEPARATOR
(Original)
To RecoveryerWells
25 HP
AIR COMPRESSOR
{
Influent From
Recovery Wells
Y
OIL/WATER SEPARATOR
(Supplemental)
500 GALLON
BATCH TANK
CBATCH TANK
TRANSFER PUMP
2- 50 MICRON
BAG FILTERS
rurunimml
3-TRAY SHALLOW
AIR STRIPPING
SYSTEM
AIR STRIPPER
TRANSFER PUMP
0
2-10 MICRON
BAG FILTERS
1000 LB GRANULAR
ACTIVATED CARBON
VESSEL
1000 LB GRAN
ACTIVATED CARBON -Q
VESSE
_L„)
12.
Discharge from system to NPDES point
under gravity flow conditions
3,000 GALLON
PRODUCT HOLDING TANK
WITH SECONDARY
CONTAINMENT
LEGEND
WATER FLOW PATH
AIR FLOW PATH
PRODUCT FLOW PATH
O BALL VALVE
VACUUM RELIEF VALVE
- SAMPLE POINT
- PRESSURE GAUGE
NOTE:
ALARMS HAVE BEEN INSTALLED AS FOLLOWS:
1) HI LEVEL IN TRAY STRIPPER SUMP
2) HI PRESSURE IN TRAY STRIPPER
3) HI LEVEL IN PRODUCT AST
4) HI LEVEL IN BATCH TANK
ANY OF THE ALARMS ACTIVATED ABOVE WILL SHUT
SYSTEM DOWN TO PREVENT OVERFLOW CONDITION.
daLP
Treatment System Flow Diagram
SCALE:
FIGURE NO.
Not to Scale
DATE:
Blue Ridge Hospital
125 Hospital Drive
Spruce Pine, North Carolina
4-9-18
PROJECT NUMBER
4305-17-109J ,
4
J

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Drawing path: C:\Users\jnyvall\Desktop\Spruce Pine Information\SP with Plot Styles.dwg
3,000 Gallon Free Product
Storage Tank w/ Secondary
Containment
Steel Tank Institute Model F911
Batch Transfer Pump —
Price Pump Model EC150
500 Gallon Poly
Batch Tank
Chemtainer Ind.
(TYP.)
—t•
Shallow Tray Air Stripper
Skid w/supporting
equipment
NEEP Shallow Tray Model
3631
Transfer Pump
Grundfos Model CRN-8-40
Oil/Water Separator #1
Hydro Flo Technologies Model DP-24
Treating Recovery Wells 1-16
2-10 Micron Bag Filters
Krystal Klear Model 88-30
Oil/Water Separator #2
Hydro Flo Technologies Model DP-24
Treating Trench Recovery Wells 17-27
2 50 Micron Bag Filters
FSI Model BFNP-12 (304S5)
2-1,000 lb Carbon Vessels
CarbonAir Model PC7F
Vessel Backwashing
W
0
0
v
a
Influent from recovery wells
(3 hoses)
Discharge from system
to NPDES point
Groundwater Treatment Building
0 4 8
GRAPHIC SCALE (IN FEET)
LEGEND
WATER FLOW PATH (Dashed where below ground)
AIR FLOW PATH (Dashed where below ground)
PRODUCT FLOW PATH
Notes:
1) Dimensions of equipment are approximate based on
cut sheets for models shown.
2) Piping between equipment consists of Sch. 40 PVC of
various sizes as well as flexible piping (either HDPE or
hose).
3) Valving and sample ports have not been included on
this figure.
Controls and Compressed Air
Building
Service Entrance
( )
Air Supply to
Recovery Wells
0
tea,
SWIM
III
Treatment System Layout
SCALE:
As Shown
DATE:
4-9-18'
PROJECT NUMBER
4305-17-109J
FIGURE NO.
5
19,
J

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix II - Site Photographs

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
co
T
rn
Lf6
CD
CtS
WS
Taken by: GS
Spruce Pine, NC

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Batch tank transfer pump
a
a
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3
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L
V)
S&ME Project 4305-18-109J
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10)

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
wo 1,000 lb carbon vessels plumbed in series
Spruce Pine, NC

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix III — Pneumatic Pumps Specifications

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
LED
Specifications - Top Inlet, Long
Environmental Systems
Max. Flow 10 gpm (38 Ipm)
O.D. 3.6 in (91 mm)
Length 56.7 in. (144 cm)
Advantages
1. The original automatic air -
powered well pump, proven
worldwide over 23 years
2. The highest flow rates and
deepest pumping capabilities in
the industry
3. Patented, proven design for
superior reliability and
durability, even in severe
applications
4. Handles solids, solvents,
hydrocarbons corrosive
conditions, viscous fluids and
high temperatures beyond the
limits of electric pumps
5. Five-year warranty
Description
The AP4+ Top Inlet Long AutoPump provides maximum
capabilities and flow in a top inlet pump for 4" diameter
and larger wells needing an elevated inlet, such as pumping
total fluids from wells contaminated with LNAPLs. It is
offered in optional versions to handle even the most severe
remediation and landfill pumping applications, and delivers
flow rates up to 10 gpm*. The AP4+ Long Top Inlet
AutoPump is complemented by the most comprehensive
selection of accessories to provide a complete system to
meet site specific requirements. Call QED for prompt, no -
obligation assistance on your pumping project needs.
The AutoPump Heritage
The AP4+ Top Inlet Long AutoPump is part of the famous
AutoPump family of original automatic air -powered pumps,
developed in the mid 1980s specifically to handle unique
pumping needs at remediation and landfill sites. Over the
years they've proven their durability at thousands of sites
worldwide. AutoPumps are designed to handle difficult
pumping challenges that other pumps can't, such as
hydrocarbons, solvents, suspended solids, corrosives,
temperature extremes, viscous fluids and frequent start/
stop cycles. Beyond just the pump, AutoPump systems
offer the most complete range of tubing, hose, connec-
tors, wellhead caps and accessories to help your installa-
tion go smoothly. This superior pumping heritage, applica-
tion experience and support back up every AutoPump you
put to work on your project.
33

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
V QED
Specifications - Top Inlet, Long
Environmental Sys._
Pump Dimensions
Application Limits (Base model)
AP4+ AutoPumps are designed to handle
the application ranges described below.
For applications outside these ranges,
consult QED about AP4+ upgrades.
Maximum Temperature: 180°F (82°C)
pH Range: 4-9
Solvents and Fuels: diesel, gasoline,
JP1-JP6,#2 heating oils, BTEX, MTBE,
landfill liquids
*Consult QED for higher flow requirements
Specifications & Operating Requirements
Model
Liquid Inlet Location
O.D.
Overall Length (Pump & Fittings)
Weight
Maximum Flow Rate
Pump Volume/Cycle
Minimum Accuation Level
Standard Pump
Maximum Depth
Air Pressure
Air Usage
High Pressure Pump
Maximum Depth
Air Pressure
Minimum Liquid Density
Standard Construction Materials'
Pump Body
Pump Ends
Internal Components
Tube & Hose Fittings
Fitting Type
Tube & Hose Options
Tubing Materials'
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
Hose Material
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
1 Applies to QED supplied tubing;
other tubing sources may not
conform to QED fittings.
4" - Long AP4+ Top Inlet
Top
3.6 in. (91 mm)
56.7 in. (144 cm)
16.5 lbs. (7.6 kg) -
10 gpm (38 Ipm)* - See Flow Rate Chart
0.58-0.78 gal (2.2-3L) --
53.3 in. (135 cm)
250 ft. (76 m)
5 -120 psi (0.4 - 8.4 kg/cm2)
0.35 -1.1 scf / gai. (3.0 - 8.4 liter of allin
fluid liter) See air usage chart
425 ft. (130 m)
5 - 200 psi (0.4 -14.1 kg/cm2)
0.7 SpG (0.7 g/cm3)
Fiberglass or Stainless Steel
Stainless Steei
Stainless Steel. Viton. PVDF. Hastelloy-C
Brass or Stainless Steel
Barbs, Quick Connects or Easy Fittings
Nylon
1 in. (25 mm) or 1-1/4 in. (32 mm) OD
1/2 in. (13 mm) OD
5/8 in. (16 mm) OD
Nitrile
3/4 in. (19 mm) or 1 in. (25 mm) ID
3/8 in. (9.5 mm) ID
1/2 in. (13 mm) ID
Long and short AP4+ AutoPumps are warranted for
five(5) years: Low-Drawdown AP4+ AutoPumps are
warranted for one (1) year.
34

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
� QED
Specifications - Top Inlet, Long
Environmental Systems
3/4 inch (19 mm)
Inside Diameter Discharge Hose
(Equivalent to 1-Inch O.D.Tubing)
SUBMERGENCE OF PUMP HEAD
6-INCH (15 cm)
GALLONS
PER
MINUTE
WfTH
3/4-INCH
I.D. HOSE
18
16
14
12
10
8
6
4
2
0
0 20 40 60 80 100 120 14
6.1 12.218324430536642.748.8
2 FT. (60 cm)
GALLONS
PER
MINUTE
WITH
3/4-INCH
I.D. HOSE
18
16
14
12
10
8
6
4
2
0
0
I
SUBMERGENCE OF PUMP HEAD
68.1
60.6
53
45.4
37.9
30.3
22.7
15.1
7.6
0
200 FT. DEPTH
54.9 61 Meters IN WELL
Flow Rates'
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
AIR INLET PRESSURES
:2
100 PSI
7 •/cm2
68.1
60.6
53
45.4
37.9
30.3
22.7
15.1
7.6
0
20 40 60 80 100 120 140 160 180 200 FT. DEPTH
6.1 12.2 18.3 24430536642748.8 54.9 61 Meters IN WELL
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
10 FT. (300 cm) l
GALLONS
PER 12
MINUTE
WITH
3/4-INCH
I.D. HOSE
18
16
14
10
8
6
4
2
0
0
70 PSI
5 Kg/cm 2
SUBMERGENCE OF PUMP HEAD
IAIR INLET PRESSURE
00 P51
7 Kg/cm 2
40 PSI
3 KcXcm 2
70 PSI
5 Kg/cm 2
20 40 60 80 100 120 140 160
6.1 12.2 18.3 244 305 366 42748.8
68.1
60.6
53
45.4
37.9
30.3
22.7
15.1
7.6
0
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
180 200 FT. •i DEPTH
54.9 61 Meters IN WELL
GALLONS
PER
MINUTE
WITH
1-INCH
I.D. HOSE
1 inch (25.4 mm)
Inside Diameter Discharge Hose
(Equivalent to 1.25-Inch O.D.Tubing)
16-INCH (15 cm) I SUBMERGENCE OF PUMP HEAD
18
16
14
12
o
8
6
4
2
a
0
I 1 1 1 1 1
! AIR INLET PRESSURES
ISgrcm 2
70 P'
5 Kg/cm
20
6.1
UBMERGENCE OF PUMP HEAD
GALLONS
PER
MINUTE
WITH
1-INCH
I.D. HOSE
18
16
40 60 80 100 120 140 160
122 183 24.4 30.5 366 42.7 48.8
180
54.9
68.1
60.6
53
APPROXIMATE
45.4 LITERS
PER
MINUTE
WITH
22.7 25.4 mm
I.D. HOSE
37.9
30.3
15.1
7.6
200 FT. DEPTH
61 Meters 1R WELL
14
12
10
8
6
4
2
0•
0
AIR INLET PRESSURES
100 PSI
7 Kg/cm 2
40
3 Kg/m1PSI 2
T
20 40 60 80 100 120
6.1 122 183 244 305 366
10 FT. (300 cm)
GALLONS
PER
MINUTE
WITH
1-INCH
I.D. HOSE
18
16
14
12
10
8
6
4
2
0
68.1
60.6
53
APPROXIMATE
45.4 LITERS
PER
MINUTE
WITH
25.4 mm
I.D. HOSE
37.9
303
22.7
15.1
7.6
a
140 160 180 200 FT.
42 7 48.8 54.9 61 Meters
70 PSI
5 Kg/cm 2
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
\\SN"...-...----
40PS1 70PS 100s'_i
3 Kgfcm UT 5 Kg'crn 7 Kg/cm 2
0 20 40 60 80 100 120
6.1 122 183 24.4 30.5 36.6
_FLOW RATES MAY VARY WITH SITE CONDITIONS. CALL QED FOR TECHNICAL ASSISTANCE.
1 0 160
427 48,8
180
54.9
68.1
60.6
53
DEPTH
IN WELL
APPROXIMATE
45.4 LITERS
PER
MINUTE
WITH
22.7 25.4 mm
I.D. HOSE
37.9
30.3
15.1
7.6
0
200 FT. �1 DEPTH
Meters J IN WELL
35

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
V QED
Specifications - Top Inlet, Long
Environmental Systems
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
1.6
1.4
13
12
1.1
1.0
.9
.8
.7
.6
.5
.4
3
Air Consumption
100P51
7 Ng/an
70 PSI
5 Kg/an 2
40 PSI
3 Ku/cm 2
12
3/4 inch (19 mm)
112 Inside Diameter Discharge Hose
105 (Equivalent to 1-Inch O.D. Tubing)
9.7
9.0
82
APPROXIMATE
STANDARD
75 LITER OF AIR
PER
6.7 LITER PUMPED
(STD L/LITER)
6.0
52
4.5
3.7
3.0
22
.2
1 20 40 60 80 100 120 140 160 180 200Fr. DEPTH
6.1 12.2 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
1.5
1.4
1.3
1.2
1.1
1.0
.9
.8
.7
.6
5
.4
3
100 PSI
7 K9/cm2
70 PSI
5 K9/cm 2
40 PSI
3w'cm2
12
11.2 1 inch (25.4 mm)
Inside Diameter Discharge Hose
10 s (Equivalent to 1.25-Inch O.D. Tubing)
9.7
9.0
82
APPROXIMATE
STANDARD
7.5 LITER OF AIR
PER
6.7 LITER PUMPED
(STD L/LITER)
6.0
5.2
4.5
3.7
3.0
2.2
.2 1.5
20 40 60 80 100 120 140 163 180 20C FT, DEPTH
6.1 12.2 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
36

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
YOE"
, S • ecifications - Top Inlet, Short
Max. Flow 9 gpm (34 Ipm)
0.D. 3.6 in (91 mm)
Length 45 in. (110 cm)
Advantages
1. The original automatic air -
powered well pump, proven
worldwide over 23 years
2. The highest flow rates and
deepest pumping capabilities in
the industry
3. Patented, proven design for
superior reliability and
durability, even in severe
applications
4.Handles solids, solvents,
hydrocarbons corrosive
conditions, viscous fluids and
high temperatures beyond the
limits of electric pumps
5.Five-year warranty
Description
The AP4+ Top Inlet Short AutoPump provides maximum
capabilities and flow in a top inlet pump for 4" (100 mm)
diameter and larger wells with shorter water columns and
the need for an elevated inlet, such as pumping total fluids
from wells contaminated with LNAPLs. It is offered in
optional versions to handle even the most severe
remediation and landfill pumping applications, and delivers
flow rates up to 9 gpm (34 Ipm)*. The AP4+ Short Top Inlet
AutoPump is complemented by the most comprehensive
selection of accessories to provide a complete system to
meet site specific requirements. Call QED for prompt, no -
obligation assistance on your pumping project needs.
The AutoPump Heritage
The AP4+ Top Inlet Short AutoPump is part of the famous
AutoPump family of original automatic air -powered pumps,
developed in the mid 1980s specifically to handle unique
pumping needs at remediation and landfill sites. Over the
years they've proven their durability at thousands of sites
worldwide. AutoPumps are designed to handle difficult
pumping challenges that other pumps can't, such as
hydrocarbons, solvents, suspended solids, corrosives,
temperature extremes, viscous fluids and frequent start/
stop cycles. Beyond just the pump, AutoPump systems
offer the most complete range of tubing, hose, connectors,
wellhead caps and accessories to help your installation go
smoothly. This superior pumping heritage, application
experience and support back up every AutoPump you put to
work on your project.
37

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
V QED
Specifications - Top Inlet, Short
Environmental Systems
Pump Dimensions
6" (106 cm)
Liquid Discharge
Inlet
Air Supply
Exhaust
O.D. 3.6" (91 mm)
Application Limits (Base model)
AP4+ AutoPumps are designed to handle
the application ranges described below.
For applications outside these ranges,
consult QED about AP4+ upgrades.
Maximum Temperature: 180°F (82°C)
pH Range: 4-9
Solvents and Fuels: diesel, gasoline,
JP1-JP6,#2 heating oils, BTEX, MTBE,
landfill liquids
*Consult QED for higher flow requirements
Specifications & Operating Requirements
Model
Liquid Inlet Location
O.D.
Overall Length (Pump & Fittings)
Weight
Maximum Flow Rate
Pump Volume/Cycle
Minimum Accuation Level
Standard Pump
Maximum Depth
Air Pressure
Air Usage
4" - Short AP4+ Top Inlet
Top
3.6 in. (91 mm)
45 in. (110 cm)
15.8 lbs. (7.2 kg)
9 gpm (34 Ipm)* - See Flow Rate Chart
0.22 - 0.36 gal (.83 -1.36 L) MIN
41.6 in. (106 cm)
250 ft. (76 m)
5 -120 psi (0.4 - 8.4 kg/cm2)
0.35 -1.5 scf / gal. (2.4 - 8.4 liter of air /
fluid liter). See air usage chart
=111
High Pressure Pump
Maximum Depth
Air Pressure
Minimum Liquid Density
Standard Construction Materials
Pump Body
Pump Ends
Internal Components
Tube & Hose Fittings
Fitting Type
Tube & Hose Options
Tubing Materials,
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
Hose Material
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
Applies to QED supplied tubing;
other tubing sources may not
conform to QED fittings.
425ft. (130m)
5 - 200 psi (0.4 -14.1 kg/cm2)
0.7 SpG (0.7 g/cm3) - -
Fiberglass or Stainless Steel
Stainless Steel
Stainless Stee9, Viton, P`/DE Hastelloy-C
Brass or Stainless Steel
Barbs, Quick Connects or Easy Fittings
Nylon
1 in. (25 mm) or 1.1/4 in. (32 mm) 0D
1/2 in. (13 mm) 0D
5/8 in. (16 mm) OD
Nitrile
3/4 in. (19 mm) or 1 in. (25 mm) ID
3/8 in. (9.5 mm) ID
1/2 in. (13 mm) ID
Long and short AP4+ AutoPumps are warranted for
five(5) years: Low-Drawdown AP4+ AutoPumps are
warranted for one (1) year.
38

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
■ QE D
Environmental Systems
Specifications - Top Inlet, Short
3/4 inch (19 mm)
Inside Diameter Discharge Hose
(Equivalent to 1-Inch O.D.Tubing)
6-INCH (15 cm)
18
16
14
GALLONS
PER 12
MINUTE 10
WITH
3/4-INCH
I.D. HOSE 6
4
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
100 PSI
7 Kg/cm 2
68.1
60.6
53
Flow Rates'
APPROXIMATE GALLONS
45.4 LITERS PER
379 PER MINUTE
MINUTE WITH
30.3 WITH 1.25-INCH
22.7 19mm O.D. TUBING
I.D. HOSE
15.1
2 . 70 PSI t 7.6
ckm? o
0 20 40 60 63 100 120 140 160 180 200 FT. I DEPTH
6.1 122 183 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters J IN WELL
2 FT. (60 cm)
18
16
14
GALLONS
PER 12
MINUTE 10
WITH
3/4-INCH
I.D. HOSE 6
SUBMERGENCE OF PUMP HEAD
7
AIR INLET PRESSURES
J
2 -
0
0
40 PSI
3 Kg/cm
00 PSI
7 Kg/cm 2
70 P51
5 Kg/cm 2 _
20 40 60 80 100 120 140 160 180 200
6.1 12.2 18.3 244 303 366 427 48.8 54.9 61
10 FT. (300 cm)
18
16
14
GALLONS
PER 12
MINUTE 10
WITH
3/4-INCH
I.D. HOSE 6
4
2
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
20 40 60
6.1 1 2 183
7 K /cm
68.1
60.6
53
APPROXIMATE
45.4 LITERS
37.9 PER
MINUTE
30.3 WITH
227 19 mm
15.1 I.D. HOSE
7.6
0
FT. DEPTH
Meters IN WELL
68.1
69.6
53
45.4
37.9
30.3
22 7
15.1
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
40 P51 70 P51 7.6
3 K�/cm 22 5 /cm2
80 0i 0 '20 140 160 180 200 AFT DEPTH
24.4 30.5 36.6 42.7 48.8 54.9 6' Meters _J IN WELL
1 inch (25.4 mm)
Inside Diameter Discharge Hose
(Equivalent to 1.25-Inch 0.D.Tubing)
SUBMERGENCE OF PUMP HEAD
6-INCH (15 cm)
18
16
14
12
10
8
6
4
2
0
0
1IR INLET PRESSURES
68.1
60.6
53
APPROXIMATE
45.4 LITERS
37.9 PER
MINUTE
30.3 WITH
22.7 31.75 mm
15.1 O.D. TUBING
7.6
0
20 40 60 80 100 120 140 160 180 200 FT. 1 DEPTH
6.1 12218.324430536642.7 48.8 54.9 61 Meters IN WELL
100 PSI
7Kg/cm2
40 PSI 70 PSI
3Kg/cm2 5Kg/cm2
2FT.(60cm)
18
16
14
GALLONS
PER 12
MINUTE 10
WITH
125-INCH 8
0.D.TUBING 6
4
SUBMERGENCE OF PUMP HEAD
240 PSI
O 3 Kg/cm 2
70 P51
5 Kg/cm
O 20 40 60 80 100 120 140 160 180 200 FT.
6.1 12.2 18.3 24 4 30 5 36 6 42.7 48.8 54.9 61 Meters
10 FT. (300 cm)
18
16
14
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
68.1
60.6
53
68.1
60.6
53
APPROXIMATE
45.4 LITERS
37.9 PER
MINUTE
30.3 WITH
22.7 31.75mm
15.1 O.D. TUBING
7.6
0
DEPTH
IN WELL
GALLONS APPROXIMATE
PER 12 45.4 LITERS
MINUTE 10 37.9
PER
WITH MINUTE 2 - 1 PSI
8 30.3 WITH
O.D. TUBING 6 100 PSI 22.7 31.75 mm
7Kg/cm2 O.D.TUBING
4 15.1
2 - 40 PSI 70 P51 7.6
O 3gm 2 - 5 Kg/cm 0
O 20 40 60 80 100 120 140 160 180 200 FT. 1DEPTH
6.1 12.2 18.3 24.4 30.5 36 6 42.7 48.8 54.9 61 Meters J IN WELL
'FLOW RATES MAY VARY WITH SITE CONDITIONS. CALL QED FOR TECHNICAL ASSISTANCE.
39

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
IF QED
Specifications - Top Inlet, Short
^n,i,nnma^ I5voters
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
1.6
15
1.4
1.3
1.2
1.1
1.0
.9
P
.7
.6
5
.4
.3
Air Consumption
100 P51
7 Ky/cm 2
i
70 PSI
12
3/4 inch (19 mm)
11.2 Inside Diameter Discharge Hose
10.5 (Equivalent to 1-Inch O.D. Tubing)
9.7
9.0
81
APPROXIMATE
STANDARD
75 LITER OF AIR
PER
6.7 LITER PUMPED
(STD ULITER)
6.0
5.2
4.5
3.7
3.0
2.2
1 1.5
20 40 60 80 100 120 140 160 180 200 FT. DEPTH
6.1 12.2 183 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
1.6
15
1.4
13
11
1.0
9
7
.6
4
3
00 PSI
7Kg/cm2
21.2 1 inch (25.4 mm)
Inside Diameter Discharge Hose
103 (Equivalent to 1.25-Inch O.D. Tubing)
9.7
9.0
8.2
APPROXIMATE
STANDARD
7.5 LITER OF AIR
PER
6.7 LITER PUMPED
(STD L/LITER)
6.0
5.2
4.5
3.7
3.0
2.2
.2 1.5
20 40 60 80 100 120 140 160 180 200 FT. DEPTH
6.1 12.2 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
40

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
VQE
D
Specifications - Low-Drawdown Top Inlet
Environmental Systems
Max. Flow 6.4 gpm (24 Ipm)
0.D. 3.6 in (91 mm)
Length 30.75 in. (78 cm)
Advantages
1. The original automatic air -
powered well pump, proven
worldwide over 23 years
2. The highest flow rates and
deepest pumping capabilities in
the industry in a low drawdown
top -fill pump
3. Patented, proven design for
superior reliability and
durability, even in severe
applications
4. Handles solids, solvents,
corrosive conditions, viscous
fluids and high temperatures
beyond the limits of electric
pumps
5. One-year warranty
Description
The Low-Drawdown AP4+ Top Inlet AutoPump provides
maximum capabilities and flow in a top inlet pump for 4"
(100 mm) diameter and larger wells with very short water
columns and/or the need to pump down to as low as 27.4
inches (70 cm) above the bottom. It is offered in optional
versions to handle even the most severe remediation and
landfill pumping applications, and delivers flow rates up to
6.4 gpm (24 Ipm). The Low Drawdown AP4+ Top Inlet
AutoPump is complemented by the most comprehensive
selection of accessories to provide a complete system to
meet site specific requirements. Call QED for prompt, no -
obligation assistance on your pumping project needs.
The AutoPump Heritage
The Low-Drawdown AP4+ Top Inlet AutoPump is part of the
famous AutoPump family of original automatic air -powered
pumps, developed in the mid 1980s specifically to handle
unique pumping needs at remediation and landfill sites.
Over the years they've proven their durability at thousands
of sites worldwide. AutoPumps are designed to handle
difficult pumping challenges that other pumps can't, such
as solvents, suspended solids, corrosives, temperature
extremes, viscous fluids and frequent start/stop cycles.
Beyond just the pump, AutoPump systems offer the most
complete range of tubing, hose, connectors, caps and
accessories to help your installation go smoothly. This
superior pumping heritage, application experience and
support back up every AutoPump you put to work on
your project.
41

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
T (QED
Specifications - Low-Drawdown Top Inlet
Environmental Systems
Pump Dimensions
Application Limits (Base model)
AP4+ AutoPumps are designed to handle
the application ranges described below.
For applications outside these ranges,
consult QED about AP4+ upgrades.
Maximum Temperature: 180°F (82°C)
pH Range: 4-9
Solvents and Fuels: diesel, gasoline,
JP1-JP6,#2 heating oils, BTEX, MTBE,
landfill liquids
*Consult QED for higher flow requirements
Specifications & Operating Requirements
Model
Liquid Inlet Location
O.D.
Overall Length (Pumps & Fittings)
Weight
Maximum Flow Rate
Pump Volume/Cycle
Minimum Accuation Level
Maximum Depth
Air Pressure
Air Usage
Minimum Liquid Density
Standard Construction Materials'
Pump Body
Pump Ends
Internal Components
Tube & Hose Fittings
Fitting Type
Tube & Hose Options
Tubing Materials'
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
Hose Material
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
1 Applies to QED supplied tubing;
other tubing sources may not
conform to QED fittings.
4" - Low Drawdown AP4+ Top Inlet
Top
3.6 in. (91 mm)
30.75 in. (78 cm)
9.8 lbs. (4.4 kg)
6.4 gpm (24 Ipm)
0.11-0.16gal (.42-.61L)
27.4 in. (70 cm)
250 ft. (76 m)
5 -120 psi (0.4 - 8.4 kg/cm2)
.31- 2.85 scf/gal. (2.2 - 21.5 liter of air/
fluid liter) - See air usage chart
0.7 SpG (0.7 g/cm3)
Fiberglass or Stainless Steel
Stainless Steel
Stainless Steel, Viton, PVDF, Hastelioy-C
Brass or Stainless Steel
Barbs, Quick Connects or Easy Fittings
Nylon
1 in. (25 mm) or 1-1/4 in. (32 mm) OD
1/2 in. (13 mm) OD
5/8 in. (16 mm) OD
Nitrile
3/4 in. (19 mm) or 1 in. (25 mm) ID
3/8 in. (9.5 mm) ID
1/2 in. (13 mm) ID
Low-Drawdown AP4+ AutoPumps are warranted for
one (1) year.
42

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
r QED
Specifications - Low-Drawdown Top Inlet
Environmental Systems
3/4 inch (19 mm)
Inside Diameter Discharge Hose
(Equivalent to 1-Inch O.D.Tubing)
6-INCH (15 cm)
SUBMERGENCE OF PUMP HEAD
GALLONS
PER
MINUTE
WITH
3/4-INCH
I.D. HOSE
9
8
7
6
5
4
3
2
1
0
0
40 PSI
3 Krcm
1 1 .1 F T I
AIR INLET PRESSURES h""
100 PSI
7K./cm2
70 PSI
5 Kg/cm 2
I 1
20 40 60 80 100 120 140 160 180
6.1 12.2 18.3 24 4 30.5 36.6 42.7 48.8 54.9
2FT.(60cm)
GALLONS
PER
MINUTE
WITH
3/4-INCH
I.D. HOSE
9
8
7
6
5
4
3
2
1
0
0
SUBMERGENCE OF PUMP HEAD
34.1
30.3
26.5
22.7
18.9
15.1
11.4
7.6
3.8
Flow Rates '
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
0
200 FT. DEPTH
61 Meters IN WELT
AIR
INLET PRESSURES
I--'
100 PSI
7K cm2
3 Kg Kg/ccmm 2
70 P51
��
5 Kg/cmI.
l2
34.1
30.3
26.5
22.7
18.9
15.1
11.4
7.6
3.8
0
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
20 40 60 8C 100 120 140 160 180 200 FT. 1H DEPT
6.1 12.2 18 3 24.4 30.5 36.6 42.7 48 8 54.9 61 Meters IN WELL
10FT.(300cm)
GALLONS
PER
MINUTE
WITH
3/4-INCH
I.D. HOSE
9
8
7
6
5
4
3
2
0
0
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES I--
40 PSI
3Kgcm2
100 PSI
7K. cm2
70 P51
5 Kg/cm2
34.1
30.3
26.5
22.7
18.9
15.1
11.4
7.6
3.8
0
20 40 60 80 100 120 140 160 180 200 FT. 1 DEPTH
6.1 12 2 18 3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
1 inch (25.4 mm)
Inside Diameter Discharge Hose
(Equivalent to 1.25-Inch O.D.Tubing)
6-INCH (15 cm)
GALLONS
PER
MINUTE
WITH
1-INCH
I.D. HOSE
9
8
7
6
5
4
3
2
1
0
0
SUBMERGENCE OF PUMP HEAD
I I I 1 I
AIR INLET PRESSURES /-
Nur
00 PSI
7 Kg/cm 2
34.1
30.3
26.5
22.7
18.9
15.1
11.4
7.6
3.8
0
20 40 60 80 100 120 140 160 180 200 FT. DEPTH
6.1 12.2 18.3 244 303 36.6 42.7 48.8 54.9 61 Meters IN WELL
APPROXIMATE
LITERS
PER
MINUTE
WITH
25.4 mm
I.D. HOSE
2 FT. (60 cm)
GALLONS
PER
MINUTE
WITH
1-INCH
I.D. HOSE
9
8
7
6
5
4
3
2
1
0
40 PSI 70 PSI
3 K /cm 5 Kg/cm 2
I- r r
SUBMERGENCE OF PUMP HEAD
1
I--
AIR INLET PRESSURES
100 PSI
7 K /cm2
40 PSI
--
3 Kg/cm2
70 PSI
5 Kg/cm2
11
34.1
30.3
26.5
22.7
18.9
15.1
11.4
7.6
3.8
0
APPROXIMATE
LITERS
PER
MINUTE
WITH
25.4 mm
I.D. HOSE
0 20 40 60 80 100 120 140 160 180 200 FT. 1 DEPTH
6.1 12.2 18.3 244 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
10FT.(300cm)
GALLONS
PER
MINUTE
WITH
1-INCH
I.D. HOSE
9
8
7
6
5
4
3
2
1
0
0
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
40 PSI
3 Kg/cm 2
100 PSI
7I(,1 r...2
70 PSI
5 Kr®
34.1
30.3
26.5
22.7
18.9
15.1
11.4
7.6
3.8
0
20 40 60 80 100 120 140 160 180 200 FT. DEPTH
6.1 12 2 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
APPROXIMATE
LITERS
PER
MINUTE
WITH
25.4 mm
I.D. HOSE
,FLOW RATES MAY VARY WITH SITE CONDITIONS. CALL QED FOR TECHNICAL ASSISTANCE.
II
43

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
YQED
Specifications - Low-Drawdown Top Inlet
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
2.9
2.8
2.7
2.6
2.5
2.4
2.3
2.2
2.1
2.0
1.9
1.8
1.7
1.6
1.5
1.4
1.3
1.2
1.1
1.0
.9
.8
.7
.6
.5
.4
3
.2
20
6.1
Air Consumption
70 PSI I
5 Kg/cm 2
40 P51
3Kacm2
100 PSI
7 Kg/cm2
21.7
20.9
20.2
19.4
18.7
18.0
17.2
16.5
15.7
15
14.2
13.5
12.7
12
11.2
10.5
9.7
9.0
8.2
7.5
6.7
6.0
5.2
4.5
3.7
3.0
2.2
1.5
40 60 80 100 120 140 160 180 200 FT, DEPTH
12.2 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
3/4 inch (19 mm)
Inside Diameter Discharge Hose
(Equivalent to 1-Inch O.D. Tubing)
APPROXIMATE
STANDARD
LITER OF AIR
PER
LITER PUMPED
(STD L/LITER)
2.9 21.7
2.8 20.9
2.7 20.2
2.6 19.4
2.5 18.7
2.4 18.0
2.3 17.2
2.2 16.5
2.1 15.7
2.0 15
1.9 14.2
1.8 13.5
1.7 .2.7
1.6 12
1.5 11.2
1.4 10.5
1.3 9.7
1.2 9.0
1.1 8.2
1.0 7.5
.9 6.7
.8 6.0
.7 5.2
.6 4.5
.5 3.7
.4 3.0
.3 2.2
.2 ..5
20 40 60 80 100 120 140 160 180 200 FT, DEPTH
6.1 12.2 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
1
100 PSI
7 Kg/cm 2
r
1 inch (25.4 mm)
Inside Diameter Discharge Hose
(Equivalent to 1.25-Inch O.D. Tubing)
APPROXIMATE
STANDARD
LITER OF AIR
PER
LITER PUMPED
(STD L/LITER)
44

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
HHP4T
Max. Flow 9.8 gpm (37.1 Ipm)
O.D. 3.5 in (8.9 cm)
Length 56 in. (142.2 cm)
Advantage
1. Delivers higher flow rates than
all competitive pumps
2. Outstanding value in a high
reliability, high durability pump
3. Easier to service and lighter
weight than other 4" pumps
4. Handles solids, solvents,
corrosive conditions, viscous
fluids and high temperatures
beyond the limits of electric
pumps
5. Three-year warranty
Description
The HammerHead Pro HHP4T Top Inlet AutoPump
provides economy and high flow in a top inlet pump for 4"
(100 mm) wells for applications requiring an elevated inlet,
such as pumping total fluids from wells contaminated with
LNAPLs, and delivers flow rates up to 9.8 gpm (37.1 Ipm).
The HHPro Top Inlet AutoPump is complemented by the
most comprehensive selection of accessories to provide a
complete system to meet site specific requirements. Call
QED for prompt, no -obligation assistance on your pumping
project needs.
The AutoPump Heritage
The HammerHead Pro HHP4T Top Inlet AutoPump is part
of the famous AutoPump family of original automatic air -
powered pumps, developed in the mid 1980s specifically
to handle unique pumping needs at remediation and landfill
sites. Over the years they've proven their durability at
thousands of sites worldwide. AutoPumps are designed to
handle difficult pumping challenges that other pumps can't,
such as hydrocarbons, solvents, suspended solids,
corrosives, temperature extremes, viscous fluids and
frequent start/stop cycles. Beyond just the pump,
AutoPump systems offer the most complete range of
tubing, hose, connectors, wellhead caps and accessories
to help your installation go smoothly. This superior
pumping heritage, application experience and support
back up every AutoPump you put to work on your project.
V' QED
3E

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Top Inlet HammerHead Pro
Pump Dimensions
Application Limits
The HHP4T Top Inlet HammerHead Pro AutoPump
is designed to handle the application ranges
described below. For applications outside
this range, choose the appropriate AP4 model.
Maximum Temperature: 150° F (65° C)
pH Range: 4-9
Solvents and Fuels: diesel, gasoline, JP1-JP6,
#2 heating oil, BTEX, MTBE, landfill liquids
HHP4T
Specifications & Operating Requirements
Model
Liquid Inlet Location
OD
Length Overall (pump & fittings)
Weight
Max. Flow Rate
Pump Volume / Cycle
Standard Model
Max. Depth
Air Pressure Range
Min. Actuation Level
Air Usage
Min. Liquid Density
Standard Construction Materials
Pump Body
Pump Ends
Internal Components
Tube & Hose Fittings
Fitting Type
Tube & Hose Options
Tubing Material
Sizes, - Liquid Discharge
Pump Air Supply
Air Exhaust
Hose Material
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
'Applies to QED supplied tubing;
other tubing sources may not
conform to QED fittings.
4' HammerHead Pro Top Inlet
Top
3.5 in. (8,9 cm) OD
56 in. (142.2 cm) OD
16.5 lbs. (7.5 kg)
9.8 gpm (37.1 Ipm) - See Flow rate chart
0.58 - 0.66 gal (2.2 - 2.5L )
250 ft. (76 m)
5 -120 psi (0.35 - 8.4kg/cm2)
53 in. (134.,6 cm)
0.34-1.13 scf / gal.
(2.24-8.23 liters of air / fluid liter)
See air usage chart
0.7 SpG (0.7 g/cm3)
Fiberglass
Stainless Steel, Brass, Acetal
Stainless Steel, Viton
Brass
Barb or Quick Connect
Nylon
1 in. (25 mm) or 1-1/4 in. (32 mm) OD
1/2 in. (12 me CD
5/8 in. (16 mm) OD
Nitrite
3/4 in. (19 mm) or 1 in. (25 mm) ID
3/8 in. (9 mm) ID
1/2 in. (12 mm) ID
HammerHead Pro Pumps are warranted for three (3)
years: 100% materials and workmanship.
P.O. Box 3726 Ann Arbor, MI 48106-3726 USA 1.800.624.2026 F 1.734.995.1170 [e-mail] www.gedenv.com
39

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
GALLONS
PER
MINUTE
WITH
1-INCH
0.D. TUBING
HHP4T
utoPum • °
Top Inlet HammerHead Pro
1.00 inch (25.4 mm) O.D.
Fluid Discharge Tubing
(Equivalent to 3/4-inch. (19 mm) Hose)
k 6-INCH (15 cm) SUBMERGENCE OF PUMP HEAD
18 ■■■■■■■■■■ 68.1
16 ■11M=1♦111i.1l♦11111■
14 ■I----- --■
■■■■■■■■■■
8
■■■■■■■■■■
■.
4 -•_II■■_■ PIMMMINICKSL
2 40 P51
Kg/an2 J 111 5 K2
g/vn U
12
10
0
0
20
6.1
60.6
53
45.4
37.9
30.3
22.7
15.1
7.6
0
40 60 80 '' 140 160 180 200 FT.
12.2 18.3 244 30.5 36.6 42.748.8 549 61 Meters
SUBMERGENCE OF PUMP HEAD
2 FT. (60 cm)
18
16
14
GALLONS
PER 12
MINUTE
WITH
1-INCH
O.D. TUBING
GALLONS
PER
MINUTE
WITH
1-INCH
O.D. TUBING
10
8
6
4
2
'j. AIR INLET PRESSURES
00 PSI
7K. cm2
40 PSI \ 70 PSI
0 3 Kg/an 2 5 Kg/cm 2 0
O 20 40 60 80 100 120 140 160 180 200 FT. 1 DEPTH
6.1 12.2 18.3 24.4 30 5 366 42748.8 54.9 61 Meters IN WELL
110 FT. (300 cm)1 SUBMERGENCE OF PUMP HEAD
68.1
60.6
53
45.4
37.9
30.3
22.7
15.1
Flow Rates'
APPROXIMATE
LITERS
PER
MINUTE
WITH
25.4 mm
O.D. TUBING
DEPTH
IN WELL
APPROXIMATE
LITERS
PER
MINUTE
WITH
25.4 mm
O.D. TUBING
18
16
14
12
10
8
6
4
2
100 PSI
7 cm2
40 PSI 70 PSI
O ?V 5Kg/cm2 0
O 20 40 60 80 100 120 140 1•' 18• 00 FT. 1 DEPTH
6.1 12.2 18.3 24.4 305 366 42.748.8 54.9 61 Meters IN WELL
APPROXIMATE
45.4 LITERS
PER
MINUTE
WITH
22.7 25.4mm
O.D. TUBING
7.6
68.1
60.6
53
37.9
30.3
15.1
7.6
1.25 inch (32 mm) 0.D.
Fluid Discharge Tubing
(Equivalent to 1- inch. (25.4 mm) Hose)
GALLONS
PER 12
MINUTE
WITH
1.25-INCH
0.D. TUBING 6
4
2
0
0
SUBMERGENCE OF PUMP HEAD
6B
60
53
45
37
30
22
15
T
-
AIR INLET PRESSURES
40 PSI
3 Kg/cm 2
70 PSI
5 Kg/cm 2
6.1 12.2 18.3 24430536642748.8 54.9 61
2 FT. (60 cm)
GALLONS
PER
MINUTE
WITH
1.25-INCH
0.D. TUBING
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
GALLONS APPROXIMATE
PER LITERS
MINUTE , PER
WTH MINUTE
1.25-INCH 8 WITH
0.D. TUBING 6 100PSI 31.75mm
7Kg/cm 2 O.D. TUBING
4
2 - 40 P51 70 P51
0 3K cm2 5Kg/cm 2 1 0
0 20 40 60 80 100 120 140 160 180 200 FT.
6.1 12.2 18.3 244 30.5 36.6 42.7 48.8 54.9 61 Meters 1 IN DEWELLPTH
18
16
14
12
10
8
5
4
2
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
0
0 20
6.1
40 PSI
3K/ 2
100 PSI
7 Kg/cm 2
70 PSI
5 Kg/cm 2
6
A
9
3
7
1
6
APPROXIMATE
LITERS
PER
MINUTE
WITH
31.75 mm
O.D. TUBING
T. DEPTH
Meters IN WELL
68.1
60.6
53
45.4
37.9
30.3
22.7
15.1
7.6
APPROXIMATE
LITERS
PER
MINUTE
WITH
31.75 mm
0.D. TUBING
Kg/cm 0
40 60 80 100 120 140 160 180 200 FT. j DEPTH
12.2 18.3 24A 305 36642.748.8 54.9 61 Meters IN WELL
10FT. (300cm
18
16
14
12
10
[ 6-INCH (15 cm 3
18
16
14
10
8
FLOW RATES MAY VARY WITH SITE CONDITIONS. CALL QED FOR TECHNICAL ASSISTANCE.
68.1
60.6
53
45.4
37.9
30.3
22.7
15.1
Y QED
40

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
u 0 ' ump®
Top Inlet HammerHead Pro
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
1.6
15
IA
1.3
1.2
1.1
1.0
.9
.8
.7
.6
.5
.4
.3
.2
20
6.1
Air Consumption
100 PSI
7 Kg/cm 1
40 P51
3/cm2
70 P51
51G1/cm Z
1.6
15
1.4
1.3
1.2
1.1
1.0
.9
.8
.7
.6
5
.4
.3
40 60 80 100 120 140 160 180
12.2 18.3 24.4 30.5 36.6 42.7 48.8 54.9
HHP4T
12 1.00 inch (25.4 mm) 0.D.
11.2 Fluid Discharge Tubing
(Equivalent to 3/4-inch.
10.5 (19 mm) Hose)
9.7
9.0
82
APPROXIMATE
STANDARD
75 LITER OF AIR
PER
6.7 LITER PUMPED
(STD ULITER)
6.0
5.2
4.5
3.7
3.0
2.2
1.5
200 Fr.
61 Meters DEPTH
IN WELL
f ti
12
11.2 1.25 inch (32 mm) 0.D.
Fluid Discharge Tubing
10.5 (Equivalent to 1- inch.
97 (25.4 mm) Hose)
9.0
82
APPROXIMATE
STANDARD
75 LITER OF AIR
PER
6.7 LITER PUMPED
(STD ULITER)
6.0
5.2
4.5
3.7
3.0
2.2
.2 1.5
20 40 60 80 100 120 140 160 180 200 FT, DEPTH
6.1 122 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters ] IN WELL
P.O. Box 3726 Ann Arbor, MI 48106-3726 USA 1.800.624.2026 F 1.734.995.1170 [e-mail] www.qedenv.com
41

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix IV - System Influent Laboratory Report

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Con-CEsr
ANALYTICAL LABORATORY
I crUle UI I. UI Jt I ll3
39 Spruce Street* East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
April 9, 2018
Bradley Keyse
S&ME, Inc - Arden, NC
44 Buck Shoals Road C-3
Arden, NC 28704
Project Location: 125 Hospital Drive, Spruce Pine, NC
Client Job Number:
Project Number: 4305-17-109H
Laboratory Work Order Number: 18C1284
Enclosed are results of analyses for samples received by the laboratory on March 30, 2018. If you have any questions concerning
this report, please feel free to contact me.
Sincerely,
116 tqft:dtVit(
Kerry K. McGee
Project Manager
Page 1 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
I Hine UI VUIILUIIL
Table of Contents
Sample Summary 3
Case Narrative 4
Sample Results 5
18C1284-01 5
Sample Preparation Information 8
QC Data 9
Volatile Organic Compounds by GC/MS 9
B200229 9
Metals Analyses (Total) 10
B200353 10
Conventional Chemistry Parameters by EPA/APHA/SW-846 Methods (Total) 11
B199948 11
B200134 11
B200328 11
Flag/Qualifier Summary 12
Certifications 13
Chain of Custody/Sample Receipt 14
Page 2 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
con-tEsr
ANALYTICAL LABORATORY
t etule u9LUtlt�tltti
S&ME, Inc - Arden, NC
44 Buck Shoals Road C-3
Arden, NC 28704
ATTN: Bradley Keyse
39 Spruce Street' East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
PURCHASE ORDER NUMBER:
PROJECT NUMBER: 4305-17-109H
ANALYTICAL SUMMARY
REPORT DATE: 4/9/2018
WORK ORDER NUMBER: 18C 1284
The results of analyses performed on the following samples submitted to the CON -TEST Analytical Laboratory are found in this report.
PROJECT LOCATION: 125 Hospital Drive, Spruce Pine, NC
FIELD SAMPLE #
LAB ID: MATRIX
SAMPLE DESCRIPTION
TEST SUB LAB
Influent 18C1284-01 Ground Water EPA 1664B
EPA 420.1
SM21-22 2540D
SM21-22 6200B
SW-846 6010C-D
Page 3 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
ANALYTICAL LABORATORY
I al./lb Vl l,OIILCI ILCi
39 Spruce Street' East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CASE NARRATIVE SUMMARY
All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report.
For method 6200B elevated reporting limits for samples 18C 1284-01 due to high concentrations of target compounds. Only a select list of analytes was
requested and reported.
SM21-22 6200B
Qualifications:
RL-11
Elevated reporting limit due to high concentration of target compounds.
Analyte & Samples(s) Qualified:
18C1284-01 [Influent]
SW-846 60100D SW-846 6020A/B
For NC, Metals methods SW-846 6010D and SW-846 6020B are followed, and for all other states methods SW-846 6010C and SW-846 6020A are followed.
The results of analyses reported only relate to samples submitted to the Con -Test Analytical Laboratory' for testing.
I certify that the analyses listed above, unless specifically listed as subcontracted, if any, were performed under my direction according to the approved methodologies listed
in this document, and that based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the
best of my knowledge and belief, accurate and complete.
Lisa A. Worthington
Project Manager
Page 4 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
44) ANALYTICAL LABORATORY
COfl.-CESC'
I dUIC UI liU!!LW ILS
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Project Location: 125 Hospital Drive, Spruce Pine, Sample Description: Work Order: 18C1284
Date Received: 3/30/2018
Field Sample #: Influent Sampled: 3/29/2018 14:30
Sample ID: 18C1284-01
Sample Matrix: Ground Water
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
Analyte
Date Date/Time
Results RL DL Units Dilution Flag/Qual Method Prepared Analyzed Analyst
Benzene 46 1.0 0.24 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
1,2-Dichloroethane ND 2.0 0.39 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
Ethylbenzene 18 1.0 0.26 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
Methyl tert-Butyl Ether (MTBE) ND 1.0 0.18 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
Naphthalene 76 10 0.24 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
Toluene 13 1.0 0.34 Ma, 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
myp Xylene 43 2.0 0.51 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
o-Xylene 41 1.0 0.26 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
Xylenes (total) 84 3.0 µgL 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
Surrogates
% Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 93.2 70-130 4/6/18 10:38
Toluene-d8 98.5 70-130 4/6;18 10:38
4-Bromofluorobenzene 98.0 70-130 4/6.'18 10:38
Page 5 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
ANALYTICAL LABORATORY
r dine t)1 liUl!LelILb
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Project Location: 125 Hospital Drive, Spruce Pine, Sample Description:
Date Received: 3/30/2018
Field Sample #: Influent Sampled: 3/29/2018 14:30
Sample ID: 18C1284-01
Sample Matrix: Ground Water
Work Order: 18C1284
Analyte
Metals Analyses (Total)
Date Date/Time
Results RL DL tints Dilution Flag/Qual Method Prepared Analyzed Analyst
Lead ND 0.010 0.0044 mg/L 1 SW-846 6010C-D 4/6/18 4/6/18 18:55 QNW
Page 6 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
con -tor
ANALYTICAL LABORATORY
1 dUle UI UUI Ref tlb
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Project Location: 125 Hospital Drive, Spruce Pine, Sample Description: Work Order: 18C1284
Date Received: 3/30/2018
Field Sample #: Influent Sampled: 3/29/2018 14:30
Sample ID: 18C1284-01
Sample Matrix: Ground Water
Analyte
Conventional Chemistry Parameters by EPA/APHA/SW-846 Methods (Total)
Date Date/Time
Results RL DL Units Dilution FlaglQual Method Prepared Analyzed Analyst
Phenol 0.077 0.050 0.047 mg/L 1 EPA 420.1 4/4/18 4/5/18 14:00 MMH
Total Suspended Solids 2.2 1.0 0.61 mg/L 1 SM21-22 2540D 4/2/18 4/2/18 13:10 LL
011 & Grease (HEM) ND 1.4 0.99 mg/L 1 EPA 1664B 4/6/18 4/6/18 13:00 LL
Page 7 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
conwtesr
ANALYTICAL LABORATORY
I dine Ul liil ltCllt,
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Sample Extraction Data
EPA 1664B
Lab Number [Field ID] Batch Initial [mL] Date
18C1284-01 [Influent] B200328 1000 04/06/18
EPA 420.1
Lab Number [Field ID]
Batch Initial [mil Final [mL] Date
18C1284-01 [Influent]
B200134 50.0 50.0 04/04/18
SM2I-22 2540D
Lab Number [Field ID] Batch Initial [mL] Date
18C1284-01 [Influent] B199948 500 04/02/18
Prep Method: SW-846 5030B-SM21-22 6200B
Lab Number [Field ID]
Batch Initial ImLI Final [mL] Date
18C1284-01 [Influent]
B200229 2.5 5.00 04/05/18
Prep Method: SW-846 3005A-SW-846 6010C-D
Lab Number [Field ID]
Batch Initial [mL] Final [mL] Date
18C1284-01 [Influent]
B200353 50.0 50.0 04/06/18
Page 8of16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
I elUIC UI 1,U111C1Itb
39 Spruce Street • East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
QUALITY CONTROL
Volatile Organic Compounds by GC/MS - Quality Control
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch B200229 - SW-846 5030B
Blank (B200229-BLK1)
Benzene
1,2-Dichloroethane
Ethylbenzene
Methyl tert-Butyl Ether (MTBE)
Naphthalene
Toluene
m+p Xylene
o-Xylene
Xylenes (total)
ND 0.50 µg/L
ND 0.50 µg/L
ND 0.50 µg/L
ND 0.50 µg'L
ND 0.50 µg/L
ND 0.50 µg/L
ND 1.0 µg/L
ND 0.50 µg/L
ND 1.5 µg/L
Prepared: 04/05/18 Analyzed: 04/06/18
Surrogate: 1,2-Dichloroethane-d4 23.1 µg/L 25.0 92.4 70-130
Surrogate: Toluene-d8 24.9 µg/L 25.0 99.5 70-130
Surrogate: 4-Bromofluorobenzene 24.0 WI 25.0 96.1 70-130
LCS (B200229-BSI) Prepared & Analyzed: 04/05/18
Benzene 10.1 0.50 µg/L 10.0 101 70-130
1,2-Dichloroethane 8.73 0.50 µg/L 10.0 87.3 70-130
Ethylbenzene 10.2 0.50 µg/L 10.0 102 70-130
Methyl tert-Butyl Ether (MTBE) 9.43 0.50 µg'L 10.0 94.3 70-130
Naphthalene 9.26 0.50 µg/L 10.0 92.6 70-130
Toluene 9.73 0.50 µg'L 10.0 97.3 70-130
m+p Xylene 20.4 1.0 µg/L 20.0 102 70-130
o-Xylene 10.1 0.50 µg/L 10.0 101 70-130
Surrogate: 1,2-Dichloroethane-d4 23.3 µg/L 25.0 93.4 70-130
Surrogate: Toluene-d8 24.6 µg/L 25.0 98.3 70-130
Surrogate: 4-Bromofluorobenzene 24.6 µg'L 25.0 98.4 70-130
LCS Dup (B200229-BSD1) Prepared: 04/05/18 Analyzed: 04/06/18
Benzene
1,2-Dichloroethane
Ethylbenzene
Methyl tert-Butyl Ether (MTBE)
Naphthalene
Toluene
m+p Xylene
o-Xylene
Surrogate: 1,2-Dichloroethane-d4
Surrogate: Toluene-d8
Surrogate: 4-Bromofluor obenzene
10.0 0.50 µg/L 10.0 100 70-130 0.894 25
5.83 0.50 µg/L 10.0 88.3 70-130 1.14 25
10.2 0.50 µg/L 10.0 102 70-130 0.295 25
9.61 0.50 µg/L 10.0 96.1 70-130 1.89 25
5.93 0.50 µg/L 10.0 89.3 70-130 3.63 25
9.63 0.50 µg/L 10.0 96.3 70-130 1.03 25
20.0 1.0 µg/L 20.0 99.8 70-130 2.03 25
10.0 0.50 µg/L 10.0 100 70-130 0.895 25
23.8 118/1- 25.0 95.2 70-130
14.7 118/1- 25.0 98.8 70-130
24.4 µg/L 25.0 97.8 70-130
1
t
Page 9 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
COO-CESr
ANALYTICAL LABORATORY
I ilUle 01 1i0Iltelilb
39 Spruce Street' East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Analyte
Result
Reporting
Limit
Spike Source
Units Level Result %REC
%REC
Limits
RPD
RPD Limit Notes
Batch B200353 - SW-846 3005A
Blank (B200353-BLK1)
Lead
LCS (B200353-BS1)
Lead
LCS Dup (B200353-BSD1)
Lead
ND
Prepared & Analyzed: 04/06/18
0.010 mg/L
Prepared & Analyzed: 04/06/18
0.501 0.010 mg/L 0.500
100 80-120
Prepared & Analyzed: 04/06/18
0.494 0.010 mg/L 0.500
98.9 80-120 1.44 20
Page 10 of 16 1

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
cOn-tEsr
ANALYTICAL LABORATORY
I dUIC UI toUIILUI11.5
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
QUALITY CONTROL
Conventional Chemistry Parameters by EPAiAPHAiSV4-846 Methods (Total) - Quality Control
Analyte
Result
Reporting
Limit
Spike Source
Units Level Result
%REC
%REC Limits
RPD
RPD Limit Notes
Batch B199948 - SM21-22 2540D
Blank (B199948-BLK1)
Total Suspended Solids
LCS (B199948-BS1)
Total Suspended Solids
Batch B200134 - EPA 420.1
Prepared & Analyzed: 04/02/18
ND 2.5 mg/L
Prepared & Analyzed: 04/02/18
176 20 mg/L 200 88.0 66.7-117
Blank (B200134-BLK1)
Phenol
LCS (B200134-BS1)
ND 0.050 mg/L
Prepared: 04/04/18 Analyzed: 04/05/18
Prepared: 04/04/18 Analyzed: 04/05/18
Phenol
LCS Dup (B200134-BSD1)
Phenol
Batch B200328 - EPA 1664B
0.53 0.050
mg/L 0.500 107 71.1-117
Prepared: 04/04/18 Analyzed: 04/05/18
0.55
0.050 mg/L
0.500 110
71.1-117 2.81 9.35
Blank (B200328-BLK1)
Prepared & Analyzed: 04/06/18
Oil & Grease (HEM)
Blank (B200328-BLK2)
Oil & Grease (HEM)
LCS (11200328-BS1)
ND 1.4 mg/L
ND 28 mg/L
Oil & Grease (HEM)
LCS (B200328-BS2)
16
Prepared & Analyzed: 04/06/18
Prepared & Analyzed: 04/06/18
mg/L 20.0
Oil & Grease (HEM)
380
79.0 78-114
Prepared & Analyzed: 04/06/18
mg/L 400
94.0 78-114
Page 11 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
con -test -
ANALYTICAL LABORATORY
I Jule Ul VUIILCtllb
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
FLAG/QUALIFIER SUMMARY
• QC result is outside of established limits.
t Wide recovery limits established for difficult compound.
$ Wide RPD limits established for difficult compound.
Data exceeded client reccmmended or regulatory level
ND Not Detected
RL Reporting Limit is at the level of quantitation (LOQ)
DL Detection Limit is the lower limit of detection determined by the MDL study
MCL Maximum Contaminant Level
Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the
calculation which have not been rounded.
No results have been blank subtracted unless specified in the case narrative section.
RL-11 Elevated reporting limit due to high concentration of target compounds.
Page 12 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
con-tEsr
ANALYTICAL LABORATORY
1 dull'; Ut t.utILC1IL,
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CERTIFICATIONS
Certified Analyses included In this Report
Analyte Certifications
EPA 1664B in Water
Oil & Grease (HEM)
EPA 420.1 in Water
CT,MA,NH,NY,RI,NC,ME,VA
Phenol CT,MA,NH,NY,RI,NC,ME,VA
SM21-22 2540D in Water
Total Suspended Solids CT,MA,NH,NY,RI,NC,ME,VA
SM21-22 6200B in Water
Benzene NC
l,2-Dichloroethane NC
Ethylbenzene NC
Methyl tent -Butyl Ether (MTBE) NC
Naphthalene NC
Toluene NC
m p Xylene NC
o-Xylene NC
SW-846 6010C-D in Water
Lead CT,NH,NY,ME,VA,NC
The CON -TEST Environmental Laboratory operates under the following certifications and accreditation:
Code Description Number Expires
AIHA AIHA-LAP, LLC - ISO17025:2005 100033 03/1/2020
MA Massachusetts DEP M-MA100 06/30/2018
CT Connecticut Department of Publilc Health PH-0567 09/30/2019
NY New York State Department of Health 10899 NELAP 04/1/2019
NH-S New Hampshire Environmental Lab 2516 NELAP 02/5/2019
RI Rhode Island Department of Health LA000112 12/30/2018
NC North Carolina Div. of Water Quality 652 12(31/2018
NJ New Jersey DEP MA007 NELAP 06/30/2018
FL Florida Department of Health E871027 NELAP 06/30/2018
VT Vermont Department of Health Lead Laboratory LL015036 07/30/2018
ME State of Maine 2011028 06/9/2019
VA Commonwealth of Virginia 460217 12/14/2018
NH-P New Hampshire Environmental Lab 2557 NELAP 09/6/2018
VT-DW Vermont Department of Health Drinking Water VT-255716 06/12/2018
NC-DW North Carolina Department of Health 25703 07/31/2018
Page 13 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
I dUIC UI l.,U11LC11L,
Doc # 379 Rev 1_03242017
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DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
310 ucU 10 I I esur. yvuf package or shipment with FedEx Tracking
I ittile UI liUI IWI !lb
IMPORTANT!
FedEx is closely monitoring the winter storms across portions of the U.S. Learn More
i-edE x�t::l:!r1cs
7.71882256414
Ship date:
Fri 3/30/2018
Raleigh, NC US
2 Piece shipment
4) 4) 441-
Delivered
Signed for by: R.FRIO
Actual delivery:
Sat 3/31/2018 10;31 am
EAST LONGMEADOW, MA US
Travel History
AL Date/Time Activity
• 3/31/2018 - Saturday
10:31 am
8:41 am
8:07 am
6.34 am
3.23 am
Delivered
On FedEx vehicle for delivery
At local FedEx facility
At destination sort facility
Departed FedEx location
3/30/2018 - Friday
11:01 pm Arrived at FedEx location
9:36 pm Left FedEx origin facility
4113 pm Picked up
2:53 pm Shipment information sent to FedEx
Shipment Facts
Tracking Number
Master tracking
number
Dimensions
Total pieces
Terris
Packaging
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transit
771882256414
771882256414
24x14x14 in,
2
Third Party
Your Packaging
3/31/2018 by 12:D0 pm
OIJR COMPANY
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V: YJDSOK LOCKS. CT
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MEMPHIS. Tti
DURFHAM. NC
RALEIGH. NC
Service
Weight
Delivered To
Total shipment weight
Shipper reference
Special handling
section
FedEx Priority Overnight
151bs/6.8kgs
Receptionist/Front Desk
30 Ibs / 13.61 kgs
80
For Saturday Delivery, Additional
Handling Surcharge
FedEx Compatible
https://www.fedex.com/appstfedexttacid?action=track&tracknumbers=771882256414&locale=en_US&cntry_code=us
Page 15 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
I dUltl UI %..UI Iltlf ILb
r
Client
411-11441 AiVALLY-Tit CAL_ L�EBORATORY
Login Sample Receipt Checklist - (Rejection Criteria Listing - Using Acceptance Policy) Any False
Statement will be brought to the attention of the Client - State True or False
VVA
Received By Date Time 1(33
How were the samples In Cooler No Cooler On Ice 1 No Ice
Ambient Melted Ice
Were samples within
By Gun # 5-1 --1 Actual Temp - 3. D- c"
received? Direct from Sampling
cono- tEst�
Temperature? 2-6°C 7
Was Custody Seal Intact?
Was COC Relinquished ?
By Blank #
Actual Temp -
Were Samples Tampered with?
Does Chain Agree With Samples?
T
Are there broken/leaking/loose caps on any samples? T=
Is COC in ink/ Legible? 7 Were samples received within holding time? T
Did COC include all Client 7 Analysis T Sampler Name -7
pertinent Information? Project 1D's i Collection Dates/Times ;
Are Sample labels filled out and legible? 7-
Are there Lab to Filters? Who was notified?
c- Who was notified?
k _ Who was notified?
Are there Rushes?
Are there Short Holds?
Is there enough Volume?
Is there Headspace where applicable?
Proper Media/Containers Used?
Were trip blanks received?
Do all samples have the proper pH?
Acid
MS/MSD?
Is splitting samples required?
On COC?
T
Base
,_ _.r_.�`•r?_
_.
r...s--t' liiii-
.:�-ice __._: -
... ._.
1 Liter Plastic
`•574_..
41S3s`na.s._.._.
16 oz Amb
.�..
Unp-
1 Liter Amb.
HCL-
lC
500 mL Amb.
t
500 mL Plastic
1
8oz Amb/Clear
Meoh-
250 mL Amb.
250 mL Plastic
I.
4oz Amb/Clear
Bisulfate-
Col./Bacteria
Flashpoint
2oz Amb/Clear
DI-
Other Plastic
Other Glass
Encore
Thiosulfate-
SOC Kit
Plastic Bag
Frozen:
Sulfuric-
, Perchlorate
Ziplock
nrIAIMBNIKM==rlirf-
Unp-
Unused Media
-r
1 Liter Plastic
_ - _ _ 1_
16 oz Amb.
1 Liter Amb.
HCL-
500 mL Amb.
500 mL Plastic
8oz Amb/Clear
Meoh-
250 mL Amb.
250 mL Plastic
4oz Amb/Clear
Bisulfate-
Col./Bacteria
Flashpoint
2oz Amb/Clear
DI-
Other Plastic
Other Glass
Encore
Thiosulfate-
SOC Kit
Plastic Bag
Frozen:
Sulfuric-
Perchlorate
Ziplock
Comments:
Page 16 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix V — Oil/Water Separator Specifications

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
I''
DYNA'PAK
OIL/WATER SEPARATORS
For the Removal of Both Dispersed Oils & Settleable Solids
ASTERING THE ART OF OIL/WATER SEPARATION

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
HYDRO-FLO'S
Dyna-Pak oil/water
separators provide
maximum efficiency and
higher capacities in a
compact, cost effective
package.
BASIC CONCEPTS
The basic concept used by most
manufacturers' of gravity type oil water
separators is that •materials of -different
specific gravities will rise and settle at
predictable rates. By using the basic
formulas, as outlined in Stokes Law, we
can predict the retention time necessary to
separate oil of any specific gravity and
droplet size, from any given waste stream at
the desired flow rate. The problem is that a
separator based solely on retention time
cannot effectively separate oil particles
smaller than 150 microns, and if they could
they would' be prohibitively large.
By placing certain materials in the waste
stream, the efficiencies of oil/watersepara-
tion can be greatly improved due mainly to
WITH DYNA-PAK
COALESCING
MEDIA
;IF)
DYNA-PAK
COALESCING MEDIA
impingement on their surfaces. As fine oil
droplets impinge upon the plate surfaces
they coalesce, or merge, with previous drop-
lets to produce much larger droplets. There
they continue to crow in size until they are
large enough to break free and rapidly rise
to the surface where they are skimmed or
decanted. This coalescing action allows
removal of smaller droplets than is possible
with a standard gravity separator.
The effectiveness of any coalescing media
is governed by several critical variables,
shape, density, available surface area,
velocity and direction
of flow, material of
construction, and solids
handling capabilities. A t Hydro-
Fl o we use a proprietary Dyna-Pak
cross corrugated coalescing media.
The Dyna-Pak media was designed with
consideration of all these factors. The
specific shape and spacing of the Dyna-Pak
plates provides greater coalescing
performance than any othermedia available,
while also assuring maximum protection
from blinding. The Dyna-Pak media is
molded of a highlyoleophilic (oil attracting)
material which greatly enhances our oil -
water separation capabilities.
OPERATION
INFLUENT DIFFUSION .
CHAMBER:
Flow enters the inlet chamber where it is
evenly dispersed through a non -clog dif-
fuser across the width and depth of the
Dyna-Pak. Large solids fall out of suspen-
sion here before entering the separation
chamber,
SEPARATION CHAMBER:
The separation chamber is filled with the
Dyna-Pak coalescing media. The pack cre-
ates a uniform cross -sectional resistance
which further helps disperse the flow
throughout the separation chamber. The
sinuosidial flow of wastewater through the
pack serves to promote intimate contact
between the oil droplets and the plate sur-
faces. The coalesced oil has the Ieast re-.
stricted path to exit the waste stream, and
slides to the top of the pack on the surfaces
of the
plates. Solids
entering the pack
encounter a 60 degree
angle of inclination which
is optimum for solids settling.
The solids slide down the plates
gathering both m ass and velocity as they
near the bottom of the pack and drop into
the sludge collection chamber.
SLUDGE COLLECTION
CHAMBER:
The sludge collection chamber is located
directly beneath the Dyna-Pak and pro-
vides ample volume for the settled sludge.
The sides of the chamber are sloped at 45
degrees to insure easy and complete re-
moval of the sludge. .
OIL REMOVAL:
The separated oil accumulates at the sur-
face of the separation chamber where it
displaces the water, as the oil layer in-
creases, oil automatically spills over an
adjustable oil skimming weir into an inte-
gral oil reservoir where it can either flow by
gravity or be pumped automatically to
remote storage tanks.
EFFLUENT CHAMBER:
The clean wazerleavingthe Dyna Pakflows
under the oil reservoir and up over the ad-
justable effluent weir, which maintains the
liquid level throughout the separator. As
the clean water passes over the effluent
weir it enters the effluent or clean water
chamber where itcan either flow by gravity
or be pumped automatically.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
OF OIL,
WATER
& SOLIDS
SMALL
DROPLETS
L`
LARGE
DROPLETS
OUT
• SOLIDS
VENT
otL
* Shown with
optional oil
reservior
MAJOR SECTION
MATERIALS OF
CONSTRUCTION:
Standard materials of construction include,
but are not limited to, carbon steel, stainless
steel, PVC, neoprene, schedule 40 pipe,
150# ANSI flanges, and grade 5 stainless
steel fasteners, all water tight weld joints
are double welded and tested either hydro-
statically, magnafiuxed, dye -penetrant or
other NDE methods in accordance with
current military specifications.
COATINGS:
Above grade carbon steel tanks have an
exterior surface that is prepared to a SSPC-
SP6, commercial blast, and given one (1)
coat of self priming epoxy paint (6DMT).
All steet tanks have an interior surface that
is prepared to a SSPC-SP10, near white
metal blast, and given two (2) coats of coal
tar epoxy (16 DMT). As a standard on all
buried equipment, Hydro -Flo will supply
dielectric insulators and anodes to insure
state-of-the-art corrosion protection for
years of trouble free operation.
AVAILABLE OPTIONS:
❑ Flow control packages
❑ Influent pump package
"...Overall effluent oil
content has been
reported
b CLEAN to be up to 60% lower
WATER for parallel plate
systems, with a higher
proportion
of small oil droplets
recovered"
❑ Sludge pump out package
❑ Recovered oil pump out package
0 Effluent oil content monitor
❑ Heater pacicage for freeze protection
❑ Hazardous environment upgrades
available
Cl All stainless steel construction
❑ Elevated temperature protection (For
applications over 140 Degrees F.)
❑ Special coating systems for severe
interior/exterior environments
❑ Sludge auger package
❑ Oil drag skimmer package
❑ Chemical pre and post treatment for
complex emulsions.
FEATURES:
❑ Sizes from 2 GPM to 3000 GPM
❑ Sludge collection chamber -keep media
maintenance fig
❑ Compact design -takes up less space than
competitive units
❑ Best possible oil removal without
chemical treatment
❑ Fast and easy installation
❑ Fast delivery
0 High quality -we can compare every
aspect of our equipment against any of
the competition
Design & Operation of
Oil:. Water Separators
API Publication 421, Feb. 1990
Note: Any reference to
the AP! is not meant as an
endorsement by the
American Petroleum Institute.
❑ Removes both dispersed oil (down to 10
PPM@ 20 microns) and settleable solids
❑ Custom designs for specialized
applications -no matter what your
requirements are, Hydro -Flo isyourbest
choice for oily waste solutions
APPLICATIONS:
❑ Automotive Maintenance Facilities
❑ Airports
❑ Bus terminals
❑ Bulk plants
❑ Chemical plants
❑ Cosmetic industry
❑ Electro chemical plants
❑ Fabricated metal plants
❑ Glass factories
0 Grinding and honing operations
❑ Lens grinding and polishing
❑ Military bases
❑ oil fields & Refineries
❑ Petroleum plants
❑ Pulp and paper mills
❑ Railroad yards
❑ Rolling mill quench oil
❑ Steam cleaning facilities
❑ Textile mills
❑ Tramp oil separation
❑ Truck maintenance terminals
❑ Utility companies
❑ Wire drawing operation
0 Wash racks
1

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Mastering the Art of 0i,1 /wazer beparamzion
DP-24/STL/#15/O design info
Designed flow rate = 15 GPM 0 20 microns to 34 GPM ai 30 microns
Specific gravity of the wastewaters aqueous phase a 1.0
Specific gravity of the oil phase = .85
Oil dreplet.remcval rate = 10 mg/1 of oil droplets > 20 to 30 microns
Media pack size to be 24"W x 36"D�, 4square fleet
Minimum projected surface aria a
Minimum coalescing surface area = 720 square feet
Maximum cross sectional velocity = .33 to .76 feet/min
Minimum separation chamber retention time = 29 to 10 min
Minimum sludge chamber capacity = 56 gallons
device for oil removal = Integral
oil reservoir with adjustable nil
skimming
DP--24-/STL/021i0 .desi-gn. info
o
Designed flow rate = 21 GPPI 0 20 microns -Lai 47 GPM a 30 microns
Specific gravity of the wastewaters aqueous phase = 1.0
Specific gravity of the oil phase = .85
Oil droplet removal rate = 10 mg/1 of oil droplets > 20 to 30 microns
Media pack size to be 24"W x 36"D x 48"L
Minimum projected surface area = 504 square feet
Minimum coalescing surface area = 1008 square feet
Maximum cross sectional velocity = .47 to 1.05 feet/min
Minimum separation chamber retention time = 15 to 7.418 min
Minimum sludge chamber capacity = 56 gallons
device for oil removal = Integral oil reservoir with adj rtstabl a oil
skimming weir
,e..... j.There are two oil/water separators at the site. Both are the same model listed below-�.a..
°DP-24/STL/#34/0 design info
Designed flow rate = 34 GPM S 20 microns to 77 GPM 51 30 microns
Specific gravity of the wastewaters aqueous phase = 1.0
Specific gravity of the oil phase = .85,
Oil droplet removal rate = 10 mg/1 of oil droplets > 20 to 30 micro
Media pack size to be 24"W :t 36"D x 48"L
Minimum projected surface area = 816 square feet
Minimum coalescing surface area = square feet min
Maximum crass sectional velocity '.75 to
Minimum separation chamber retention times 10 to 7.46 min
Minimum sludge chamber capacity = 56 gallons
device for oil removal = Integral oil reservoir with adjustable oil
skimming weir
"DP" SERIES COALESCING TYPE
Cross Corrugated Plate Oil/Water Separators
crr ( Sflf]' ON C17 : flt CR►' 7Z dos bggb'bRbn) t ' oN iq I
Page #1
sink Dda

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
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DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix VI - Shallow Tray Air Stripper Software Output

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
m
ill" ge ge ae !e N$ o f o�
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Total ppb 29520 ppb ____ _ 99 ppb 0 ppb
Total VOC Lba/br - ppmv ..56 39.13 0.59 41.02 41.13 ....14 41.14
Total 94.65% 99.66% 99.97% 100.00% 100.00%
This report has been generated by ShallowTray Modeler software version IMP. This software is designed to assist a skilled operator in predicting the performance of a ShallowTray air stripping
system. Hydro Quip, Inc. is not responsible for incidental or consequential damages resulting from the improper operation of either the software or the air stripping equipment. This software is
Copyright Hydro Quip, Inc., 2015.
Report Generated: 4/17/2018 Modeler V1MP SEPT 2015
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DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
INDUCED DRAI
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DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix VII — Shallow Tray Air Stripper Specifications

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
r- NOV-18-93 THU 15:38
.
North East Env Prod FAX N0. 16032987063
low profile air strippers
System Performance Estimate
01111TnL d r 1 Y11J1JDa1 h dug 1 tau.kai_
National Environmental Concentrations have been updated using
modeling based on design in 1993 and
from actual influent concentrations
collected March 30, 2018. Model 3631 is
currently installed at site.
Untreated
Oontornlnont Influent
Bonzono
Ethyl Benzene
Naphthalene
p-Xylene
Toluene
4600 ppb
3400 ppb
4400 ppb
13000 ppb
Model 3611
lfluont
water
Air(lbs/hr)
% removal
378 ppb
0..105595.
91.7862%
248 ppb
0.078810
92.6785%
aaee ppb
0.023510
20.4507%
905 ppb
0.302508
02.0440%
9000 ppb fls0 ppb
0.088339
90.5784%
Model 3621
Effluent
Water
Air(lbs/hr)
ib removal
32 ppb
0,114250
99.3253%
19 ppb
0.084562
99.484U,%
2929 ppb
0.056800
49.2762%
63 ppb
0.299697
00.6161%
Os ppb
0.096668
99.1123%
I%4U(J l 1'11yi1Y11. a e u 1.1
Water Flow Rate: 50.0
Air Flow Rate: e00
Water Temp: 50.0
Alr temp: 50.
A/W Ratio: 13 - - cu. ft/ cu. ft
Safety Factor N • ins
P. 02
del 3641
ntfluont
Wets!
Air(lbs/hr)
% removal
c1 ppb
0.115045
99.9954%
<1 ppb
0.085036
99.99%1%
944 ppb
0.091440
79.4971%
1 ppb
0.925118
00.0077%
1ppb
n.11975111
99.9921%
As requested, listed above is the modeling for the Model 3631. Bis (2-ethyl Hexyl Phthalate),
Phenanthrene, and phenol are difficult to strip and will not see much or any removal with air
stripping. 8is(2-ethyl Hexyl Phthalate) is not water soluable and has a low vapor pressure
Phenol is water soluable with a low vapor pressure and phenanthrene, in best case, will strip
apporximately 40%.
This report has been generated by ShaUorTTray Modeler software version 1.4.1. This software is designed to assista sidlled operator
Iin predating the performance of a ShalbwTray air stripping system. The software wi l accurately predict the system performance
when both the equiprnerdard the software are operated acaort#rng to the written documentation and standard operation.
Nord) East Environmental Products, Inc. camot be responsible tier inddental or consequen6d damages resulting from the improper
operation of either the software or the air stripping equipment Report generated:11/18/83
® Copyright 1992 North East Environmental Products, Inc. • 17 Technology Drive, West Lebanon, NH 03784
Voice: 603-298-7081 FAX: [phone] - All Rights Reserved.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
r
Air is vented to the
atmosphere or to vapor
phase treatment of choice.
Turbulent frothing
maximizes volariliaaEon
and scours the aeration tray,
Contaminated
water inlet.
Water travels around
the full length of the
baffled tray, becoming
progressively cleaner.
346" holes resist
fouling.
Fan blows air up
through hundreds of
holes into the water.
Treated water falls
into holding tank.
This illustration is representative of the ShallowTraf Model2611.
Protected under U.S. Patent No. 5,045,215. Other U.S. and International Patents Pending.
Photo on front coven top view of 2300 Series aeration tray in action
Photo on back coven cross section of a ShailowTray in action (full scale).
SlullowTrav is a Trademark of North East Environmental Produces, Inc.
0 1992 North East Environmental Products, Inc.
Our policy is one of continual improvement and we reserve the
Printed on recycled paper
#3 September

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Low Profile
he discreet size of a ShallowTray'' air stripper does
not advertise a contamination site. It is easily
accessed for maintenance and can be installed inside
a building. The system is also ideal as a trailer -
mounted, portable stripper for pump tests, pilot
studies, short-term cleanup, or emergency response.
There is no tower.
Treatment
The ShallowTray process
uses forced draft,
countercurrent air stripping
through baffled aeration
trays to remove volatile
organic compounds
from water.
Contaminated water is
sprayed into the inlet
chamber through a coarse
mist spray nozzle. The
:water flows over a flow
distribution weir and along
the baffled aeration tray.
Air, blown up through
M6" diameter holes in the
aeration tray, forms a froth
of bubbles generating a
large mass transfer surface
area where the contaminants are volatilized. The
necessary contact or residence time to reach
required volatilization is achieved through model
size, addition of trays, and flow rate selection.
Resistant to Fouling
ShallowTray systems are resistant to fouling
problems. Treatment trays have large'/s" diameter
aeration holes. In addition, the turbulent action of
the froth scours the surfaces of the tray reducing
build-up of oxidized iron.
If, under extreme conditions, oxidized iron
ccumulates or hardness begins to scale up, trays can
The air forms a_fro th of bubbles approxioiately
G inches deep ort the aeration tray, generating a
large mass transfer surface area where the
contaminants are volatilized.
Air is blown up through hundreds of'l r," diameter
holes in the aeration tray.
be easily cleaned through ports using a washing
wand and pressure washer. Trays can also be easily
removed for a thorough inspection and cleaning.
Full Range Turndown
Not only are ShallowTray systems forgiving of
"surprise" inorganics in the water, they also allow
operation anywhere within the rated flow range. In
fact, as the flow rate is
reduced, performance
increases. Also, as demands
change (stricter effluent
contaminant levels) so can
the ShallowTray system. Its
modular design allows for
the addition of trays which
increase the percent removal
of contaminants.
No Disposal
ShallowTray systems have
no packing or diffusers to
contend with and no costs
associated with GAC
breakthrough, fouling or
disposal and replacement.
System Size
To determine the system
size required for your sire, first identify the flow
rate. This guides you to the Shallow.Tray Series
needed. As an example, with a flow rate of 30gpm,
select the 2600 Series, which is rated for flows from
1 to 50gpm.
Next, identify the contaminants present and the
removal requirement. Generally, this determines the
number of trays required. However, the graphs in
this brochure should be used as a guideline only.
For a proposal, send us or your representative the
specifications. Request for Quotation -sheets are
available.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
�:
1 MR FLOW GAGE
AIR PRESSURE GAGE
AIR PRESSURE St�l RicH
HIGH LEVEL ALARM FLOAT SWITCH
I SAMPLE PORT
PRESSURE GAGE
TEMPERATURE GAGE
FLOW CONTROL VALVE
AIR EXHAUST
4
IIl1�
--74 In. — - —
FRONT VIEW
*Use these drawings as a guideline only. Systems are built to your project's specifications.
PREBSURSAMPLE
EGAGE
1 TEMPERATURE GAGE
P FLOW METER
Model Pictured: 3631
Options chosen for system pictured:
RIEXP Feed and Discharge pumps
1'Two NEMA 7 control panels with
alarm interlocks, motor starters and
intrinsically safe relays for the
ShallowTray system,.as well as
EXP controls for two well pumps,
an oil water separator and surge
tank
NEMA 7 main disconnect switch
ILow air pressure alarm switch
I High.water level alarm switch
(''Discharge pump level switch
g Water pressure gauges
C6Digital water flow indicator and
totalizer
i6- Air flow meter
rTemperature gauges
I"Line sampling ports
yI73....ET BLOWER
10-WE In. OD
r T
AERATION TRAY 1
® �a t
12In.
AERATION TRAY
1
12In
AERATION TRAY
12
AERATION TRAY
=I= 0
DRAIN
0 VALVE
HOLDING TAM(
SKID MOUNT FRAME [ sap MOUNT FRAME
1- , n...
RIGHT SIDE VIEW
991n.

DocuSign Envelope ID: CE5C4A53-4169-41CD-A136-094D4CF4F5BA
I.
fT
flow :1; min. approx.
Models. rate 'trays width . length height cfm tbs.
3611 1-75gpm 1
56'2" 5'3" 900 1240
3621 1-75gpm 2 5' 6'2" 6'3" 900 1440
3631 1-75gpm 3 5' 6'2" 73" 900 1640
3641 1-75gpm 4 5' 6'2" 8'3" 900 1840
ow profile air strippers
f
3600 AERATION TRAY
:11
. ,
, . .. . ..
• • • • ..... '
(t)
' . .
oinitro
D
.... •••••
....
. ......
.........
0•
TOP VIEW
Percent Removal vs. Flow Rate
Percent Removal
5112
09
TCE
Benzene
9I —
00-
50
so -
100
019
Four Trays
TCE
...............
• Benzene
." •
OL6
O 0.3
so
00
00
90
0
• •
ts.,MTBE
•
i
Three Trays;
100-
009 —
ILO-
090—
so-
113 -
90
MTBE
-
3° Two Trays
TCE •
.....
4.
4.
..-'••• • Benzene
103 -99.9
090 -
es
so -
n-
olo- -
so
•11••••,...4
E
%ft
''"
4.
MTBE
ft. Benzene
cl• One Tray
aln 70 1;.2
Percent or Rated GPM
3600
The graphs represent approximate removal efficiencies. Use the
ShalfowTraylm modeling program to calculate expected performance.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix VIII — Particulate Filter Specifications

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
TEll
Bag Filter Vessels

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
FSF214•2 f Shown with
Clam Shell Pneumatic
Lid Lifter
FSI Bag Filter Vessels are designed, built and stamped to meet code requirements in our own
ASME code manufacturing facilities. Features like the single -gasket seal, permanent piping and
sturdy perforated metal baskets as standard equipment provide durable and consistent
performance. Positive bag hold down is an integral part of the lid. Our advanced basket design
eliminates the need for under -basket gaskets. Swing -out cover bolts with eyenuts simplify the
bag changing operation, while our (optional) Displacement Floats reduce spillage and ensure
proper seating of the bag.
Of course, all FSI Bag Filter Vessels are fully compatible with conventional ring type bags as well
as FSI Polyloce bags, which feature the most advanced sealing device on the market today.
Standard Features
• Completely cleanable; easy cleaning access
• Full ports for unrestricted flow
• Sturdy baskets standard (no gasket required)
• Single gasket lid seal
• Positive bag sealing
• Carbon Steel or 304 SS housing standard;
316 SS available on request
Options
• Titanium, Hastelloy B&C, and Alloy 20
available on request
• Coatings available
• Heavy duty baskets available
• Additional connections including
Sanitary Fittings and Socket Weld
are available
Polyloc snap tight bag seat
Permanent piping
(in -line models available)
Hinged cover and swing -
out bolts with eyenols
STANDARD FILTER VESSELS
Nodal No. No. of Gags Gag Size. No. Surface Area Surface Area lull & faax Floe;
P.:r0uq. Ft. Pnrv,,sv I. Ft. Outlet Size fiat!. GPf.7
FSP41-20
FSFM!-35
FSPN-40
FSPN-85
FSPN-250
FSPN-252
FSPN-355
FSPN 800
FSPN-1000
FSPN-1100
FSPN-1300
FSPN-2000
FSPN-2200
FSPN-2500
FSPN-3000
FSPN-3500
FSPN-4000
FSPN-42t10
FSPN-4500
FSPN-4800
FSPN-5000
1
1
1
1
2
2
3
4
5
6
7
8
9
10
12
14
16
18
20
22
24
3
4
1
2
2
2
2
2
2
2
T
2
2
2
2
2
2
2
2
2
2
0.5
1.0
2.0
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4,4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
0.5
1.0
2.0
4.4
8.8
8.8
13.2
17.6
22.0
26.4
30.8
35.2
39.6
44.0
52.8
61.6
70.4
79.2
88.0
96.8
105.6
2.'
3"-4"
3"-4"
3"-G"
4" 6"
4"8"
4"-8"
6"-8"
6"-8"
6"-8"
6..8.
8". 10"
10"-12"
10"-ir
10"-14"
10"-14'
10"-14"
10"-14"
25
45
90
200
400
400
600
800
1000
1200
140P
1600
1800
21010
2400
2800
3200
3600
4006
4400
4800
'Maximum flow rate is based on aqueous flow at 1.0 P51 AP dean. Inlet and outlet pipe sizes can be changed to meet customer requirements.
STANDARD EASY OPEN LID VESSELS
tudrl Flo. No. of Gags Gay Si?• NO Surface. At to Surface !boa I111, t & May. Flint
Pcr Oat . Ft: Per vcsscl, f 1. Outlet Saa Ha1c. GI'A.1
FSPZ-800
FSPZ-1000
FSPZ-1100
iSPZ-1300
t SPZ-7,t000
FSPZ . t25tt
(SPZ-2500
FSPZ-3000
FSPZ-3500
FSPZ-4000
FSPZ-4200
FSPZ-4500
FSPZ-4800
ASPZ-5000
4
5
8
7
8
9
10
12
14
16
18
20
2
24
2
2
2
t
2
2
2
2
2
2
2
2
9.4
4.4
4.4
4.4
4.4
(4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
1/.6
22.0
26.4
30.8
35.2
39.6
44.0
52.0
61.6
70.4
79.2
88.0
96.8
105.6
4"-6"
4".8-
4•-8"
6"-8"
6"-8"
6--8"
6"-8"
8"-10"
10"-12"
10"-12"
10"-14"
10•-14"
10"-14"
10--14"
800
1000
1200
1400
1600
1800
2000
2400
2800
3200
3600
4000
4400
4800
'Maximum Paw rate is based an aqueous flow at 1.0 PSI AP clean. Inlet and outlet pipe sines can be changed to meet castanet requirements.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
BFN Vessels: Your Cost Effective Alternative
FSI, the acknowledged leader in liquid bag filtration equipment, is pleased to
offer its new BFN Series bag filter vessels for quality filtration in
economical applications.
BFN vessels are available in Carbon Steel and 304 SS; 316 SS available on request.
Standard Features
• Maximum working pressure BFN 11,12-150 PSI, BFN 13,14-150 and 300 PSI
• Single gasket cover seal
• Gasket materials available include BUNA N, Neoprene EPR, Viton, Viton Teflon
Encapsulated (others on request)
• 304 SS perforated basket for up to 75 PSI differential
• Two inlet/outlet configurations
• Same side inlet/outlet for easy manifolding
• Low pressure drops
• Variety of connections available in either NPT or flange
BFN 11, 12-1", 1 1/4", 1 1/2", 2", 21/2°', 3', 4'
BFN 13, 14-1", 1 1/4", 1 1/2", 2"
• Permanently piped housing
• Available with extra length legs, evacuation float
Options
• Heavy duty baskets available
• Additional connections including Sanitary Fittings and
Socket Weld are available
• BFNC 11,12 ASME code versions available
BFN VESSELS
Modal No. No. of Bags Baq Sizc No. Sunoco AI W1 Standard rtax GPM
I'cr Bat. Ft 2 Inlet Outlul
ItFN 11
IFN 12
6FN 13
11FN14 1
1
1
2
3
4
2.0
4.4
0.5
i.0
2'
1"
1"
100
20
25
45
"Maximum Dow rate is bases an aqueous flow at 1.0 PS AP clean through vessel only without bags installed.
▪ FSPN-3500 Available in standard in -line configuration
(shown) or side outlet. Custom styles available on
request. Features single -gasket seal, easy access
cleaning and sturdy baskets. Uses 14 size 2 filter bags.
Hydraulic lid lifter is recommended on 14 bag vessels
and larger.
• FSPN-250 Features single -gasket seal and sturdy
baskets. Uses two size 2 filter bags.
FSPN-85 Uses one size 2 bag. Our most popular vessel.
Ideal for batch or continuous applications in paint and
resin plants.
FSPN-40 Up to 4" full port that permits non -restricted
flow. Side in, bottom out design shown; other outlet
configurations available. Designed for continuous flow or
small batch operations. Uses one size 1 filter bag. Shown
with optional adjustable legs.
FSPN-35 Miniature single bag filter vessel designed for
continuous flow or small batch operations.
Uses one size 4 bag.
See back cover for ordering information.
INIE710U1LET CONFIGURATIONS AVAIIAOE
t un
111
SW6 STYLE 2
SIDE INSIDE our SIDE IN10011011 OUT
arse

DocuSign Envelope ID: CE5C4A53-41 B9-41 CD-A136-094D4CF4F5BA
Ordering Information
To order, use the abbreviations from the charts shown on this page.
The charts are color coded for your convenience.
Single Bag Example
FSPN-85
304 150 2FLG
5
2
COATED
These codes describe the following vessel: FSPN-85 Model No. - 304 SS construction -150 PSI pressure rating - 2" flange connection - Inlet/Outlet Style 2,
Side in/Bottom out - Coated
Multi Bag Example
FSPN-2500 CS
�. 4
150 8
INLINE
tMIE
1/16 CA
These codes describe the following vessel: FSPN-2500 Model No. - Carbon Steel construction -150 PSI pressure rating - 8" flange connection - Inline Inlet/
Outlet - 1/16" corrosion allowance
BFN Example
2
BFN
P
4• -
12 304 150
6
2FLG
6
These codes describe the following vessel: BFN model series - Polyloc bag style - holds one size 2 bag - 304 SS construction -150 PSI pressure rating -
2'° flange connection - Inlet/Outlet Style 6, Side in/Side out, offset
SINGLE BAG
�tI Nu
FSPN-20
FSPN-35
FSPN-40
FSPN-85
CS - Carbon Steel
304 - 304 Stainless Steel
316 - 316 Stainless Steel
E inlet'0atlei Configuration
1 - Side In/Side Out - Inline
2 - Side In/Bottom Out
6 - Side In/Side Out - Offset
1- Side In/Side Out - Inline
2 - Side In/Bottom Out
3 - Side InIBattam Out - 90'
Elbow
IMIMIMINEW
150-150PSI
300 - 300 PSI
XXX - Customer Specified
1 NPT
1'A NPT
1 NPT
1/4NPT
I'12 NPT
2NPT
21/2 NPT
3 NPT
FSPN-20 & FSPN-35
1 '/2 NPT
2 NPT
FSPN-40 & f i4-85
1 FLG
1 FLG
11/2 FLG
2 FLG
2'/2 FLG
3 FLG
4 FLG
b Options
CA - Corrosion Allowance
Coated
PS1- Partial Jacket
FSJ - Full Jacket
MULTI BAG
FSPII.250
FSPN-252
FSPN355
FSPN-800
FSPN-1000
FSP41-1100
FSPN-1300
FSPN-2000
FSPN-2200
FSPN-2500
FSPN-3000
FSPN-3500
FSPN-4000
FSPN-4200
FSPN-4500
FSPN-4800
FSPN-5000
CS - Caton Steel
304 - 304 Stainless Steel
316 - 316 Stainless Steel
5 Cau'ect n i ype
Inline
Side Oct
4 Connection Size
3"- 4" FLG
3"- 4" FLG
3"- 6" FLG
4"- 6" FLG
4"- 8" FLG
4"- 8" FLG
6"- 8" FLG
6"- 8" FLG
6"- 8" FLG
8"-10" FLG
8"- 10" FLG
10"-12" FLG
10"- 12" FLG
10"- 14" FLG
10°- 14" FLG
10"-14" FLG
10"-14" FLG
100-100 PSI
150-150PSI
300 - 300 PSI
!DX - Customer Specified
6 Open!.
CA - Corrosion Allowance
Coated
PS1 - Partial Jacket
FSJ - Full Jacket
Filter Specialists, Inc.
BFN
11=(1)/1
12=(1)fi2
13=(1)#3
14=(1)#4
4 kfalL a4 Carest.
CS -Carbon Steel
304 - 304 Stainless Steel
316 - 316 Stainless Steel
2 Bag Style
P - Polyloc
S - Snap Ring
2 - Side In/Bottom Out
6 - Side In/Side Out - Offset
f, Pressure Rating
150 -150 PSI
300 - 300 PSI
6 Connection Size and Type
1 NPT
11/4 NPT
11/z NPT
2NPT
21/z NPT
3NPT
1 FLG
11/4 FLG
11/z FLG
2 FLG
21/z FLG
3 FLG
4 FLG
FSI's "comprehensive manufacturing control" philosophy ensures that
we will maintain our status as the industry leader in al! phases of the
filter business. For more information, technical consultation or details
about our design capability, contact your FSI representative or our
headquarters in Michigan Carty, Indiana.
ISO CERTIFIED
TO LEARN MORE ABOUT FILTER SPECIALISTS PRODUCTS, CONTACT ONE OF THE OFFICES OR VISIT OUR WEBSITE AT: http://www.fsifilters.com
USA
FILTER SPECIALISTS, INC.
SHIP: 100 Anchor Road
Michigan City, IN 46360
MAIL: P. 0. Box 735
Michigan City, IN 46361
Phone: [phone]
800-348-3205
Fax: [phone]
Europe
FILTER SPECIALISTS INTERNATIONAL GMBH
Balterweg 3.1
D-65817 Eppstein-Bremthal
Germany
Phone: [phone]
Fax: [phone]
Central America
FSI de MEXICO
S. de R.L. de C.V.
Centeno 119-A
Granjas Esmerelda
Iztapalapa, Mexico D.F. C.P. 09810
Phone: [phone]
Fax: [phone]
South America
FSI SUL AMERICANA INDUSTRIAS
Rua 0neda
671 Bairro Planalto
Sao Bernardo Do Campo
Sao Paulo, Brazil
Cep 09895-280
Phone: [phone]
Fax: [phone]
There are no emiessedorimpliedwarranties,IncludingtheImpliedwanantyofiner1nantabftyandfitnessforaparticularpurposenotspecifchereinrespectingd>uagreerne nttartheproductbeingsoldtweunderortheserviceprovidedherein.
BFV-015-1001

DocuSign Envelope I CE5�4� 4�� i-A136� �4F5B�i�Y gle Liquid BaBag
Housing
flow rates to 220 g.p.m.
Krystil Klear's model 88 Single Series of Liquid Bag
Housings offer two depths, a 15" and a. 30" housing
depending upon the needed surface area and volume of
fluid to be filtered.
FEATURES
► Carbon, 304, or 316 stainless steel material
► 150 PSI pressure rating
► Low pressure drop
► Quick swing closure with eye nuts
■ Viton seals - lid & basket
► Differential, drain, and vent ports
■ Adjustable support legs
■ 316 stainless steel strainer basket
■ 2-part epoxy paint finish on carbon vessels
Our 88 series effectively removes dirt, pipe scale, and other
contaminants from process liquids such as water, chemical and
petroleum products. Quality construction and design assure
protection for all down -stream equipment.
VESSEL CONSTRUCTION: Our model 88 single vessels are
designed for operating up to 150 PSI at 300°F. The housing design
provides a large sump area at the bottom of the basket for
particulate accumulation. This design utilizes the filter more
efficiently and prolongs the element life.
The 316 S.S. basket seals onto a viton o-ring to eliminate particulate bypass between the basket and seat. Optional
mesh -lined strainer baskets and o-rings are available. Please refer to their individual brochures in our liquid
catalog.
A vent in the housing lid and a drain port in the housing speed evacuation and filling. Gauge ports are located
on the body of the housing to install gauges for monitoring the differential pressure across the bag. Permanently
piped housings are opened with simple tools without disturbing the piping. Swing bolts with eye -nuts allow easy
opening and closing of the swing -lid. No need to remove any hardware.
As a standard finish, all vessels are blast cleaned and painted inside and out with a 2-part epoxy. Stainless steel
vessels are supplied with a satin finish.

DocuSign Envelope ID: C E5C4A53-41 B9-41 CD-A136-094D4CF4F5BA
tNP') (150 Ib. A,N.SJ.) (NPt)
A-1 ,;cnt
OUT
OUT
emo■uvmmo
A-n
Flanged
(150 lb, A.N.S.1.)
-
OUT (BUT
Gmtee
ML Path
K 04 aa11a
Threaded
(NNPT) Ve01
J " OUT
NPT Styk "A"
with customer's elbow
Flanged
(ISO lb. A.N.S.I.
rB
r
OUT
All dimensions are. approximate
gl1111MBEEME
3dt37.2
2 '1 r,7 347 75 70 247 262,34 257 23 t(s
s'tr PS
- 3 54 7 1 to 7 26. ti 7.0 24.7 . ! 0 26 3 3.1 1 %kid CO 3
269 3.8 ►.i
1
iJ
71
24 7
26.6
79
24 7
29 1
6.3
EASY ,.
swing baits
Cont sit : s±
n
lead 4 , f,
N
33d5S.
Stainer
Butt
swims
L88
.Oelog
Seal
Btstot acing
tr
F
1 0,
r ,1
aeon
Lipid
2
4
Adjustable support legs have 12" bolt circle and a lb" height adjustment.
Housing Operation:
Unfiltered liquid enters the housing above the filter bag or strainer
basket: flows down into the housing; and continues through the
element, Solids are trapped inside the filter bag or strainer and
easily removed when the housing is serviced. Ow standard asittig
seal between the basket and the housing ensures a positive seal to
prevent bypass.
53
5.4
6.7
7.1
36.2
36.2
37 4 j7.0
38.0
7.0
36:2't
37r7'
39 2
5.0
38 7
2.3
3,1
5.4
7.1
36.2Y
38.117.O,
36.2
40.6
6.3
38.9
3.8
125.
145a
Aid
al.
Basket data for Model 88 with flow rates to 220 :fon
I :j`IIf �.'IIIIno1
11i14.1161, 1
13
30
71,I I1�i ICI
I 1
MEM
6.7
l
4.4
5(l0
1000
Building a Part Number:
15 2 A
15
I IusasiilL `,'Isulcl .i
I;;1SLVI Sits' i9111
('coati Sir. I:iI1
Conn 1'%1*0
011110 Lu1 Ili&11
1.1cn1_rtJl
PSI
1:88
I+
I
hl' I h.[3
Styli: A
{orlon=lr`
15ll 15
3
3L'4SS.--1
4
C
3.16S S=t;,
SPECIFICATIONS
1-lousing lid has a 3-bolt swing closure with a vent port. Connections are (J inch (NPTXFLO) with a (side inlet and bottom
outictxsidc inlet and side outictXsidc inlet and 90° bottom outlet). Housing is supplied with two differential pressure ports to
measure the differential pressure across the filter bag. A two-part epoxy finish is applied on the carbon steel vessels to maximize
the life of the housing; stainless steel vessels are supplied with a satin finish. Basket material is constructed of 316 stainless steel
with 9164"' perforations to act as a strainer or to accept a #1 or #2 size liquid bag, Basket seals onto a Viton o-ring in the basket
support. Adjustable tripod leg assembly is supplied with housing. Vessels are rated at a 150 pounds per square inch design.
stil ear tration
Div. Of Geyer's Mfg. & Design, Inc.
9449 S. 550 W. Phone: [phone]
Winamac, IN 46996 Fax: [phone]
[e-mail] web site: KrYystilKlear.cor
Distributed by;
,�.1tar+ry,�
A Pyramid Technologies
Ask 467 Forrest Park Cir
Frm klitt, TN 37064
615-599-4190

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix IX — Carbon Vessel Specifications

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Q4RRt3NAIR
Temporary Water Treatment Services Carbon • Rental • Service
7500 Boone Ave N, Suite 101, Brooklyn Park, MN 55428 Ph: 800-526-4999 Fax: [phone] www.carbonair.com
Virgin Granular Coal Based Carbon (Liquid Phase)
Carbonair's virgin granular coal based carbon is manufactured from selected grades of
bituminous coal which give high adsorption surface area with a broad pore size distribution
(micropore, mesopore, and macropore). This carbon is recommended for a variety of organic
hydrocarbons in molecular size.
Typical Applications
Groundwater, wastewater, potable water, liquid process purification, decolorization, and
dechlorination.
Typical Contaminants
Petroleum hydrocarbons such as MTBE, BTEX (benzene, toluene, ethylbenzene, xylenes),
butylbenzene, isopropylbenzene, isopropylether, propylbenzene, styrene, trimethylbenzene,
tetraethyl lead (TEL), low molecular weight PAHs (polyaromatic hydrocarbons such as
naphthalene, methylnaphthalene) and high molecular wieght PAHs (fluoranthene, phenanthrene,
and pyrene).
Chlorinated and brominated hydrocarbons such as bromoform, bromodichloromethane,
carbontetrachloride, chlorodibromomethane, chloroform, dibromochloropropane, dichloroethene
(DCE), dichloroethane (DCA), ethylenedibromide, trichloroethane (TCA), trichloroethene
(TCE), tetrachloroethane, and tetrachloroethene (PCE), and polychlorinated biphenyls (PCBs).
Other organic compounds such as dyes, pesticides, herbicides, insecticides, explosives, phenols,
pentachlorophenols, and PCBs.
Inorganic compounds such as chlorine and chloramines.
Typical Physical Properties*
Iodine Number
Molasses Number
Apparent density (dense packing)
Abrasion Number (Ro-Tap)
Moisture Content (as packed)
Mesh Size
900 (minimum)
200 (minimum)
27-31 lbs/ft3
75 (minimum)
2% (maximum)
8x30, 12x40
* Please consult with Carbonair for your specific application.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Call: 1.877.759.8143
rcA!
Home Equipment Rentals
Equipment for Sale Services
Products for Sale: Liquid Phase Carbon Vessels
About Carbonair Careers
Carbonair's PC Series, MPC Series, and LPC Series liquid phase carbon vessels are designed for the removal of
dissolved contaminants from liquid streams. With flow ranges up to 550 gpm per unit and carbon capacities up to
20,000, Carbonair can provide the liquid phase carbon vessel to meet your needs. Click here for specifications
for our fiberglass PC Series,steel PC Series, MPC Series, and LPC Series of liquid phase carbon adsorption
filters. For more information on Liquid Phase Carbon and Specialty Media available from Carbonair.
PC Series Liquid Phase Carbon Vessels
Contact Us
Carbonair's PC Series Liquid Phase Filter Vessels are designed and manufactured in accordance with engineering standards set forth by the
American Society of Mechanical Engineers (ASME). The materials used in construction are in accordance with standards established by AWWA,
FDA and EPA. The PC Series vessels are ideal for applications that require pressure ratings of greater than 75 PSI. Typical applications for this line
of filters include municipal drinking water treatment, industrial wastewater treatment and groundwater remediation.
Specs
Model PC1 PC3 PC5
Diameter 1' 2' 2'-6"
-0„ -0"
Height (feet) 4' 4' 6'-0"
-4"
Bed Area (Square 1.1 2.4 4.9
Feet)
Nominal Flow 10 20 50
Rate (gpm)
Carbon Capacity 90 250 500
(pounds)
Connections 1" 1" 2"
Design Pressure 150 150 90
(psi)
Weight Empty 23 80 780
(pounds)
Weight Loaded 113 330 1280
(pounds)
Operating Weight 290 805 2670
(pounds)
225 650 1900
PC7
3'
6,-O„
7
75
1000
2"
90
980
1980
3670
3230
PC13 PC20 PC28 PC50 PC78
4' 5' 6' 8' 10'
MPC Series Liquid Phase
Carbon Vessels
8'-4" 8'-5" 12'-5" 13'-3" 17'-7" Carbonair's MPC Series Liquid Phase Carbon
Vessels are high quality filters ideal for
12.6 19.5 28 50 78.5 groundwater remediation, particularly in
applications where the vessels must be moved
periodically. All MPC Carbon Vessels are
equipped with lifting eyes and forklift tubes
allowing for easy movement of these vessels on
site or in a facility. They have a lower profile than
the PC Series vessels making them more compact
and easy to ship. MPC Series carbon vessels have
90 75 75 75 75 pressure ratings ranging from 75 PSI to 90 PSI.
100 150
250
300
550
1500 2500 5000 10,000 20,000
2"
3"
4"
6"
6"
1230 1800 3150 8100 10,900
2730 4300 8150 18,100 30,900
6150 9200 17,450 40,600 75,600
4600 7400 14,400 30,520 55,750
LPC Series Liquid Phase
Carbon Vessels

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Carbon Adsorber—Liquid Phase
PC 7
12" x 16"
MAN WAY
42"
6" x 8"
HAND HOLE
42"
36" O.D.
TOP VIEW
1.6
m 1.4
1.2
O 1.0
• 0.8
g 0.6
0.4
d 0.2
0.0
Pressure Drop for PC7
5 10 15 20 25 30 35 40 45 50
Flow Rate (gpm)
3" PIPE COUPLING
(CARBON SLURRY IN)
LIFT LUG (2)
2" PIPE FLANGE
(INFLUENT)
91 1/4"
2" PIPE FLANGE
(EFFLUENT)
32"
3" X 150# BLIND FLANGE
3" X 150# STODDING FLANGE
(CARBON SLURRY OUT)
ELEVATION / FRONT VIEW
Sales Drawing #121140
03/22/05
() CARBONAIR 2005

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix X — Specification of Other Components

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
cP•
CLOSE COUPLED CENTRIFUGAL
MOTOR PUMPS
PE EC
(ALL IRON & CIBF)
TYPE EIOOB,
(ALL rRONZE)
APPLICATIONS
INDUSTRY —Coolant pumps, hot and cold water
circulating pumps, chemical transfer pumps,
booster pumps.
O.E.M.—Circulating, washers, booster, towers and
evaporating condensers, coolants.
FEATURES
• Compact close coupled design using standard
NEMA 56C motors.
• Back pull-out design for easy serviceability.
• 303 Stainless Steel shaft standard.
• Mechanical Seal: Type 6A Buna, carbon vs
ceramic single seal standard. (75 PSI MAX.)
• Type 21 Viton and Type 9 Teflon single seals
optional. Other seal faces and elastomers
available. (200 PSI MAX.)
Type EC Features:
• Sizes: 1"x1%"x5"(EC100)and 1%"x2"x5"
(EC150).
• Double Type 21 Viton, Neoprene or EPR seals
optional.
• Seal Flush, seal quench optional.
Type MOB Features:
• All cast bronze construction.
• Size: 1" x 1'/4" x 5"
• Seal flush optional.
• Double Type 21 Viton, Neoprene or EPR
seals optional.
ALSO AVAILABLE AS:
with AIR MOTOR DRIVE
(see Bulletin #127)
DOUBLE SEAL OPTION
316 STAINLESS STEEL
Equivalent models.
TYPE SC
(see Bulletin #F109)

Dnci!Sinn Fn,pinnp in: CESC4A1-41B9-41CD-A136-094D4CF4F5BA
I HFOHMANCE CURVES
H■ .!■
■■H■
1 1 ' 1 I I ,.
..■
.■.■..
. _
NMI
�
. 3600 R.RM.:
man'
(nominal speed)
4.94 Itrip.aOI
.
WIPP
, f
■■E■ pumilm..*�
ri#ur
i!"m91"`4®�
EC100
& E100-B
wifiranlini.--
......."1„....„
4114.
40
rr.HH
it 96R�■�
�■
�
: r -
■
■
i
r
MILE
.EEEErE
E=MEEEr
iiiu■ici�■■
#.�#�
1+��}
risrH 0
En
■■■■■er ■r p■■■■■■■HEH■
0
10
20
30
40 —66 60
80
2
90
1:. •
5
25
20
EC100-25
& E100-25B
1800 R.P.M.
• (nominai speed)
I
_ 20 25 30 35 40
U.S. GALLONS PER MINUTE
EC100-150
EC100-100
EC100-75
EC100-50
EC100-33
U.S. GALLONS PER MINUTE
*Note: E100-75B and EC100-76CI BF Impeller diamete: Is 4 25'
Note 0ottod lines Show HP requlrea on 1 U 5G hqund Pumps wtlh enclosed motors {Ea .apt ECIOO.25. EIOn-250 in EC160 modem) via ba SUPPliertYntn Ih4 010410001040,
11111==1 �� 1800 R RM.
ro■■■E■ -f (nominal speed)
dir
eilieniffilmmmunAl
10 20
40 50
60 70 80
U.S. GALLONS PER MINUTE
EC150-300
EC150-200
EC150-150
r0riag .._ Imp Dia.
■Hilli#if r t
.. t
- - 36'00 R.P.M.
.�--
(nominal speed)
■Hm■■■■iipira.
_'
4.059""11"U1I
!I
_�JE
�n�ll
3.75 -
ills
i8
—r.rr■m■■
w-144
-EM
sf mmnu1
I
M1VHll■
■�..:
15�1i
'dial
•
Isis
®—.24pirEiiiif
#E#E#
H■H■EH■
MOM
MUME•EHE■HE
■ENM NNE
0 20 40 60 80 100 120 140 160 180
US . GALLONS PER MINUTE
DIMENSIONS —in inches:
AG Dimensions based on %a-115/230 V motors.
AG C-1 Z—
PARTS LIST
A Impeller
Sizes' 25
50
75
100
2200
300
B. Volute
C. Volute Botts
O. Pipe Plugs (2 rod.)
E. Bracket
E Motor Botts (4 Rd.' G. Gasket, Synthetic Fle1
H. Shah wtth Set Screws
J. Slinger
1L Mechanical Seal
Buns IBA (Slandardl
Viton T.6A
Tenon 19
Neoprene w/Nifeslst Seat T.6A
E.P.B. T.6A
DOUBLE SEAL rrqq
Neoprene 1:21(2)rgd.a
E.P.B. T..2112 rqd.)
D.S. Seal Cover
D.S Seal Cover Gasket
Seal Cover Bolts (3 rod.)
EC100
Al CIBF
021
0218
0220
0222
0224
0216
0217
0219
0221
0223
0225
0217
0214
0573 (4 rqd.i
0557
0212
0588
EC150
Al CIBF
(Specify 111m)
0231
0258
0231 0258
0231 0258
(1Ie0
0573
�� rqd.)
1180
005506
0522 1
0 59
1150
0875
09840985
3
0973
0258
Model No.
Approx. ODP
AG Ship Wght. Dlsch. Suct. CDL X Y Z
EC100 & E100B
Sizes: 25
33
"!. 50
75
100
150
7% 34#
Et% 35#
8N 36# 1 1'% 513/15 3'/4 47/e 3% 1% 2%
9% 39#
9% 43#
10% 49#
EC150-33
EC150-150
EC150-200
EC150-300
834 45#
10%2 57# 1% 2 6%, 3%
12% 65#
3% 1% 3%
E10011
0217
0219
0221
0223
0225
0217
0216
037614 rqd.)
0213058
6
0592
K Doul2l® Seal
r �

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
VI 'LIVV1 VJ I1rJ11\V11611 JIUJ
CR, CRN
GB Installation and operating instructions
jD Montage- and Betriebsanleitung
c Notice d'installation et d'entretien
01 Istruzioni di installazione e funzionamento
0E Instrucciones de instalacibn y funcionamiento
© Instrucoes de instalagao e funcionamento
GR 05gyicq EvarrsioTaogc KM AEIToupylac
Nl. Installatie- en bedieningsinstructies
j9 Monterings- och driftsinstruktion
SF Asennus- ja kayttoohjeet
DK Monterings- og driftsinstruktion
er21f7■WWI Ut =iriiC•

DocuSign Envelope ID: CE5C4A53-41 B9-41 CD-A136-094D4CF4F5BA
We GRUNDFOS declare under our sole responsibility that the products CR and
CRN, to which this declaration relates, are in conformity with the Council Direc-
tives on the approximation of the laws of the EC Member States relating to
- Machinery (98/37/EC).
Standard used: EN 292.
- Electromagnetic compatibility (89/336/EEC).
Standards used: EN 61 000-6-2 and EN 61 000-6-3.
- Electrical equipment designed for use within certain voltage limits
(73/23/EEC) [95].
Standards used: EN 60 335-1 and EN 60 335-2-51.
Konform itatserkla ru n g
Wir GRUNDFOS erklaren in alleiniger Verantwortung, dab die Produkte CR and
CRN, auf die sich diese Erklarung bezieht, mit den folgenden Richtlinien des
Rates zur Angleichung der Rechtsvorschriften der EG-Mitgliedstaaten uberein-
stimmen:
- Maschinen (98/37/EG).
Norm, die verwendet wurde: EN 292.
- Elektromagnetische Vertraglichkeit (89/336/EWG).
Normen, die verwendet wurden: EN 61 000-6-2 and EN 61 000-6-3.
- Elektrische Betriebsmittel zur Verwendung innerhalb bestimmter
Spannungsgrenzen (73/23/EWG) [95].
Normen, die verwendet wurden: EN 60 335-1 and EN 60 335-2-51.
Declaration de Conformite
Nous GRUNDFOS declarons sous notre seule responsabilite que les produits
CR et CRN auxquels se refere cette declaration sont conformes aux Directives
du Conseil concernant le rapprochement des legislations des Etats membres CE
relatives a
- Machines (98/37/CE).
Standard utilise: EN 292.
- Compatibilite electromagnetique (89/336/CEE).
Standards utilises: EN 61 000-6-2 et EN 61 000-6-3.
- Materiel electrique destine a employer dans certaines limites de
tension (73/23/CEE) [95].
Standards utilises: EN 60 335-1 et EN 60 335-2-51.
Dichiarazione di Conformite
Noi GRUNDFOS dichiariamo sotto la nostra esclusiva responsabilite the i pro-
dotti CR e CRN, ai quali questa dichiarazione si riferisce, sono conformi alle
Direttive del consiglio concernenti it ravvicinamento delle legislazioni degli Stati
membri CE relative a
- Macchine (98/37/CE).
Standard usato: EN 292.
- Compatibilite elettromagnetica (89/336/CEE).
Standard usati: EN 61 000-6-2 e EN 61 000-6-3.
- Materiale elettrico destinato ad essere utilizzato entro certi limiti di
tensione (73/23/CEE) [95].
Standard usati: EN 60 335-1 e EN 60 335-2-51.
Declaracion de Conformidad
Nosotros GRUNDFOS declaramos bajo nuestra (mica responsabilidad que los
productos CR y CRN a los cuales se refiere esta declaracion son conformes con
las Directivas del Consejo relativas a la aproximacion de las legislaciones de los
Estados Miembros de la CE sobre
- Maquinas (98/37/CE).
Norma aplicada: EN 292.
- Compatibilidad electromagnetica (89/336/CEE).
Normas aplicadas: EN 61 000-6-2 y EN 61 000-6-3.
- Material electrico destinado a utilizarse con determinados limites de tension
(73/23/CEE) [95].
Normas aplicadas: EN 60 335-1 y EN 60 335-2-51.
DeclaraFao de Conformidade
Nos GRUNDFOS declaramos sob nossa unica responsabilidade que os produtos
CR e CRN aos quais se refere esta declaracao estao em conformidade com as
Directivas do Conselho das Comunidades Europeias relativas a aproximagao das
legislagoes dos Estados Membros respeitantes
- Maquinas (98/37/CE).
Norma utilizada: EN 292.
- Compatibilidade electromagnetica (89/336/CEE).
Normas utilizadas: EN 61 000-6-2 e EN 61 000-6-3.
- Material electrico destinado a ser utilizado dentro de certos limites de ten-
sao (73/23/CEE) [95].
Normas utilizadas: EN 60 335-1 e EN 60 335-2-51.
MAwaln Fuppop(Pwar1c
Eµets n GRUNDFOS Snxtilvouµs µe anoidierattat SIKti pas cu0uvn on -pa
npotovra CR Kat CRN ouppopq.wvovrat µe rr v OSnyta toU Euµ[iouXiou sni
Tns auyKXtons Twv voµwv Twv Kpar6 v McXtuv Trls Eupwnatraiq Evwans OE
oxean µs TO
- Mnxavtiµara (98/37/EC).
Ilp6Tuno nou xpnatµonotrjOnKe: EN 292.
- HAeKTpoµayvnrtKrj aupBc r6TnTa (89/336/EEC).
flpotuna nou xpnatµonotri8nKav: EN 61 000-6-2 Kat EN 61 000-6-3.
- HXeKTp1Kes ouaKeues oxeotaaµevec yid xprjan sums optaµevwv opiwv
nkerrpu is Tads (73/23/EEC) [95].
IIpSTuna nou xpnatµonotrjenKav: EN 60 335-1 Kat EN 60 335-2-51.
Overeenkom stigheidsverklaring
Wij GRUNDFOS verklaren geheel onder eigen verantwoordelijkheid dat de pro-
dukten CR en CRN waarop deze verklaring betrekking heeft in overeenstemming
zijn met de Richtlijnen van de Raad inzake de onderlinge aanpassing van de wet-
gevingen van de Lid -Staten betreffende
- Machines (98/37/EG).
Norm: EN 292.
- Elektromagnetische compatibiliteit (89/336/EEG).
Normen: EN 61 000-6-2 en EN 61 000-6-3.
- Elektrisch materiaal bestemd voor gebruik binnen bepaalde spanningsgren-
zen (73/23/EEG) [95].
Normen: EN 60 335-1 en EN 60 335-2-51.
Forsakran om overensstammelse
Vi GRUNDFOS forsakrar under ansvar, att produkterna CR och CRN, som
omfattas av denna f6rsakran, ar i tverensstemmelse med Radets Direktiv om
inb6rdes narmande till EU-medlemsstaternas lagstiftning, ayseende
- Maskinell utrustning (98/37/EC).
Anvand standard: EN 292.
- Elektromagnetisk kompatibilitet (89/336/EC).
Anvanda standarder: EN 61 000-6-2 och EN 61 000-6-3.
- Elektrisk material aysedd for anvandning inom vissa spanningsgranser
(73/23/EC) [95].
Anvanda standarder: EN 60 335-1 och EN 60 335-2-51.
Vastaavuusvakuutus
Me GRUNDFOS vakuutamme yksin vastuullisesti, etta tuotteet CR ja CRN, jota
Lama vakuutus koskee, noudattavat direktiiveja jotka kasittelevat EY:n jasenvalti-
oiden koneellisia laitteita koskevien lakien yhdenmukaisuutta seur.:
- Koneet (98/37/EY).
Kaytetty standardi: EN 292.
- Elektromagneettinen vastaavuus (89/336/EY).
Kaytetyt standardit: EN 61 000-6-2 ja EN 61 000-6-3.
- Maarattyjen janniterajoitusten puitteissa kaytettavat sahkoiset laitteet
(73/23/EY) [95].
Kaytetyt standardit: EN 60 335-1 ja EN 60 335-2-51.
Overensstem m elseserklaering
Vi GRUNDFOS erklaerer under ansvar, at produkterne CR og CRN, som denne
erklring omhandler, er i overensstemmelse med Radets direktiver om indbyr-
des tilna rmelse til EF medlemsstaternes lovgivning om
- Maskiner (98/37/EF).
Anvendt standard: EN 292.
- Elektromagnetisk kompatibilitet (89/336/E0F).
Anvendte standarder: EN 61 000-6-2 og EN 61 000-6-3.
- Elektrisk materiel bestemt til anvendelse inden for visse spaendingsgraenser
(73/23/E0F) [95].
Anvendte standarder: EN 60 335-1 og EN 60 335-2-51.
Bjerringbro, 1st September 2003
Jan Strandgaard
Technical Manager

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA cR
_RN
Installation and Page 4 E
operating instructions
Montage- and Seite 9
Betriebsanleitung
Notice d'installation Page 15
et d'entretien
Istruzioni di installazione Pag. 21
e funzionamento
Instrucciones de instalacion Pag. 26
y funcionamiento
Instrugoes de instalacao Pag. 31
e funcionamento
059yfec eyKaraoTaagq leMoa 37
Kai AEIToupylac
Installatie- en Pag. 43
bedieningsinstructies
Monterings- och Sida 48
driftsinstruktion
Asennus- ja
kayttoohjeet
Sivu 53
Monterings- og Side 58
driftsinstruktion
ID
401
0
CA
ED
Co
4210
CD

/+ /1 M•TC\•TG.
DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
1. Handling
2. Type designation
2.1 Pump key for CR, CRN 2, 4, 8 and 16
3. Applications
4. Technical data
4.1 Ambient temperature
4.2 Liquid temperature
4.3 Maximum permissible operating pressure and liquid
temperature for the shaft seal
4.4 Minimum inlet pressure
4.5 Maximum inlet pressure
4.6 Electrical data
4.7 Frequency of starts and stops
4.8 Dimensions and weights
4.9 Sound level
5. Installation
6. Coupling adjustment
7. Electrical connection
7.1 Frequency converter operation
8. Start-up
9. Maintenance
10. Frost protection
11. Service
12. Fault finding chart
13. Disposal
3. Applications
Page GRUNDFOS multistage in -line centrifugal pumps, types CR and
4 CRN, are designed for a wide range of applications.
4
4
4
Pumped liquids
Thin, non -explosive liquids, not containing solid particles or fi-
bres. The liquid must not attack the pump materials chemically.
4 When pumping liquids with a density and/or viscosity higher than
4 that of water, motors with correspondingly higher outputs must be
4 used, if required.
4
5
5
5
5
5
5
5
6
6
6
7
7
7
8
8
8
Before beginning installation procedures, these in-
stallation and operating instructions should be stud-
ied carefully. The installation and operation should
also be in accordance with local regulations and ac-
cepted codes of good practice.
1. Handling
The motors of the CR, CRN 2, 4, 8 and 16 pumps are
supplied with lifting eyes which must not be used for
lifting the entire pump.
When the entire pump is to be lifted, observe the following:
• CR, CRN 2, 4, 8 and 16 pumps fitted with GRUNDFOS MG
motors should be lifted in the pump head by means of straps
or the like.
• For other motor makes, it is recommended to lift the pump in
the pump head by means of straps.
2. Type designation
2.1 Pump key for CR, CRN 2, 4, 8 and 16
Example CR8-30/2-X- X- X-XXXX
Pump range:
CR, CRN
Nominal flow rate in m3/h
Number of stages x 10
Number of impellers (is only used if the pump
has fewer impellers than chambers)
Code for pump version
Code for pipework connection
Code for materials
Code for shaft seal and rubber pump parts
CR, CRN
For liquid transfer, circulation and pressure boosting of cold or
hot clean water.
CRN
In systems where all parts in contact with the liquid must be made
of stainless steel, CRN pumps must be used.
4. Technical data
4.1 Ambient temperature
Maximum +40°C.
If the ambient temperature exceeds +40°C, the motor output (P2)
must be reduced, see fig. 1.
Fig. 1
P2
[%1
100
90
80
70
60
50
MIMINIMMEMMEN
......■.....
MENEMININEINENNII
..MI.........
20 25 30 35 40 45 50 55 60 65 70 75 80
t [°C]
1000 2250 3500 m
4.2 Liquid temperature
TMOO 2189 4298
Pump type
Liquid temperature
CR, CRN 2, 4, 8 and 16
-20°C to +120°C
See also fig. A, page 63, which indicates the relationship between
liquid temperature and maximum permissible operating pressure.
Note: The maximum permissible operating pressure and liquid
temperature ranges apply to the pump only.
4.3 Maximum permissible operating pressure and
liquid temperature for the shaft seal
Fig. 2
CR, CRN 2, 4, 8 and 16:
p [bar]
30
25
20
15
10
5
0
-40 -20 0 20 40 60 80 100 120 140 160
1
AUUE/AUUV-AUUE
-
RUUE
RUUV
AUUE/AUUV
I
i
BUBE/BUBV
BUBE
t [°C]
TMO1 1922 4500

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Fig. 3
TMO1 1242 4097
The maximum suction lift "H" in metres head can be calculated as
follows:
H = pbx 10.2-NPSH-Hf-Hy-Hs
Pb =
Barometric pressure in bar.
(Barometric pressure can be set to 1 bar).
In closed systems, pb indicates the system pressure
in bar.
NPSH = Net Positive Suction Head in metres head
(to be read from the NPSH curve on page 69 at the
highest flow the pump will be delivering).
Hf = Friction loss in suction pipe in metres head at the
highest flow the pump will be delivering.
H„ = Vapour pressure in metres head, see fig. E on page
66. tn, = Liquid temperature.
Hs = Safety margin = minimum 0.5 metres head.
If the calculated "H" is positive, the pump can operate at a suction
lift of maximum "H" metres head.
If the calculated "H" is negative, an inlet pressure of minimum
"H" metres head is required. There must be a pressure equal to
the calculated "H° during operation.
Example:
pb = 1 bar.
Pump type: CR 16, 50 Hz.
Flow rate: 16 m3/h.
NPSH (from page 69): 1.5 metres head.
Hf = 3.0 metres head.
Liquid temperature: +60°C.
Hv (from fig. E, page 66): 2.1 metres head.
H = pb x 10.2 - NPSH - Hf - H„ - Hs [metres head].
H = 1 x 10.2 - 1.5 - 3.0 - 2.1 - 0.5 = 3.1 metres head.
This means that the pump can operate at a suction lift of maxi-
mum 3.1 metres head.
Pressure calculated in bar: 3.1 x 0.0981 = 0.30 bar.
Pressure calculated in kPa: 3.1 x 9.81 = 30.4 kPa.
4.5 Maximum inlet pressure
Figure B, page 64, shows the maximum permissible inlet pres-
sure. However, the actual inlet pressure + pressure when the
pump is running against a closed valve must always be lower
than the "maximum permissible operating pressure".
If the system and the pumps are to be pressure -tested at a pres-
sure higher than that stated in fig. B, page 64, the pump shaft
must be locked to prevent axial movement.
4.6 Electrical data
See motor nameplate.
4.7 Frequency of starts and stops
Motors up to 4 kW: Maximum 100 times per hour.
Other motors: Maximum 20 times per hour.
4.3 Dimensions and weights
Dimensions: See fig. C, page 65.
Weights: See label on the packing.
4.9 Sound level
See fig. D, page 66.
5. Installation
The pump can be installed vertically or horizontally, see fig. 4.
Ensure that an adequate supply of cool air reaches the motor
cooling fan. However, the motor must never fall below the hori-
zontal plane.
Fig. 4
TMO1 1241 4097
Arrows on the pump base show the direction of flow of liquid
through the pump.
Figure C, page 65, shows the dimensions of the base as well as
the diameter and the position of the foundation bolt holes.
To minimize possible noise from the pump, it is advisable to fit ex-
pansion joints either side of the pump and anti -vibration mount-
ings between foundation and pump.
Port -to -port lengths and pipework connections appear from fig. C,
page 65.
Isolating valves should be fitted either side of the pump to avoid
draining the system if the pump needs to be cleaned, repaired or
replaced.
Install the pipes so that air locks are avoided, especially on the
suction side of the pump. Correct pipework shown in fig. 5.
Fig. 5
TMO1 0900 3997
Pos.
no.
Description Function
1
2
Expansion
joint
Isolating valve
Reduces noise and absorbs vibra-
tions and expansion.
Enables easy service of the
pump.
3
Pipe hanger Supports pipe and absorbs distor-
tion and strain.
Note: The pump must always be protected against backflow by
means of a non -return valve (foot valve).

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
aownwaras away rrom me pump ana were is a risk or sipnon ef-
fect and in installations which must be protected against backflow
of unclean liquids, a vacuum valve must be fitted close to the
pump, see fig. 6.
Fig. 6
TMO1 1240 4097
Minimum flows:
Pump type
Liquid temperature
Up to +80°C
+120°C
+80°C +150°C
+120°C (only spe-
cial version)
CR, CRN 2
0.2 m3/h 0.5 m'/h
CR, CRN 4
0.4 m$/h 1.0 m'/h
CR, CRN 8
0.8 m3/h 2.0 m3/h
CR, CRN 16
1.6m3/h 4.0m3/h
Note: The pump must never operate against a closed discharge
valve.
6. Coupling adjustment
For adjustment of coupling in CR, CRN 2 and 4, see fig. F,
page 67.
For adjustment of coupling in CR, CRN 8 and 16, see fig. G,
page 68.
7. Electrical connection
The electrical connection should be carried out by an authorized
electrician in accordance with local regulations.
Before removing the terminal box cover and before
any removal/dismantling of the pump, make sure that
the electricity supply has been switched off.
The pump must be connected to an external mains
switch with a minimum contact gap of 3 mm in all
poles.
The operating voltage and frequency are marked on the motor
nameplate. Make sure that the motor is suitable for the electricity
supply on which it will be used.
Single-phase GRUNDFOS motors incorporate a thermal switch
and require no additional motor protection.
Three-phase motors must be connected to a motor starter.
The terminal box can be turned to four positions, in 90° steps:
1. If necessary, remove the coupling guards. Do not remove the
coupling.
2. Remove the bolts securing the motor to the pump.
3. Turn the motor to the required position.
4. Replace and tighten the bolts.
5. Replace the coupling guards.
The electrical connection should be carried out as shown in the
diagram inside the terminal box cover.
7.1 Frequency converter operation
Motors supplied by GRUNDFOS:
All three-phase motors supplied by GRUNDFOS can be con-
nected to a frequency converter.
Dependent on the frequency converter type, this may cause in-
creased acoustic noise from the motor. Furthermore, it may
cause the motor to be exposed to detrimental voltage peaks.
Note: GRUNDFOS motors types MG 71 and MG 80 as well as
MG 90 (1.5 kW, 2-pole), all for supply voltages up to and including
440 V (see motor nameplate), must be protected against voltage
peaks higher than 650 V (peak value) between the supply termi-
nals.
It is recommended to protect all other motors against voltage
peaks higher than 850 V.
The above disturbances, i.e. both increased acoustic noise and
detrimental voltage peaks, can be eliminated by fitting an LC filter
between the frequency converter and the motor.
For further information, please contact the frequency converter or
motor supplier.
Other motor makes than those supplied by GRUNDFOS:
Please contact GRUNDFOS or the motor manufacturer.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Note: Do not start the pump until it has been filled with liquid and
vented.
Pay attention to the direction of the vent hole and
take care to ensure that the escaping water does not
cause injury to persons or damage to the motor or
other components.
In hot-water installations, special attention should be
paid to the risk of injury caused by scalding hot water.
Step Action
1
2
3
4
TMO1 1403 4497
TMO1 1404 4497
TMO1 1405 4497
Close the isolating valve on
the discharge side of the
pump and open the isolating
valve on the suction side.
Remove the priming plug from
the pump head and slowly fill
the pump with liquid.
Replace the priming plug and
tighten securely.
See the correct direction of ro-
tation of the pump on the mo-
tor fan cover.
Start the pump and check the
direction of rotation.
0
r-
7
Vent the pump by means of
the vent valve in the pump
e head. At the same time, open
the discharge isolating valve a
little.
1-
TMO1 1408 4497
TMO1 1409 4497
Continue to vent the pump. At
the same time, open the dis-
charge isolating valve a little
more.
Close the vent valve when a
steady stream of liquid runs
out of it. Completely open the
discharge isolating valve.
CR 2 and 4,
CRN 2, 4, 8 and 16:
For these pumps, it is advisable to open the bypass valve during
start-up. The bypass valve connects the suction and discharge
sides of the pump, thus making the filling procedure easier. When
the operation is stable, the bypass valve can be closed. When
pumping liquids containing air, it is advisable to leave the bypass
valve open.
Fig. 7
Drain plug
Bypass valve
9. Maintenance
TMO1 1243 4097
Before starting work on the pump, make sure that all
power supplies to the pump have been switched off
and that they cannot be accidentally switched on.
Pump bearings and shaft seal are maintenance -free.
If the pump is to be drained for a long period of inactivity, remove
one of the coupling guards to inject a few drops of silicone oil on
the shaft between the pump head and the coupling. This will pre-
vent the shaft seal faces from sticking.
Motor bearings:
Motors which are not fitted with grease nipples are maintenance -
free.
Motors fitted with grease nipples should be lubricated with a high -
temperature lithium -based grease, see the instructions on the fan
cover.
In the case of seasonal operation (motor is idle for more than
6 months of the year), it is recommended to grease the motor
when the pump is taken out of operation.
10. Frost protection
Pumps which are not being used during periods of frost should be
drained to avoid damage.
Drain the pump by loosening the vent screw in the pump head
and by removing the drain plug from the base.
Care must be taken to ensure that the escaping water
does not cause injury to persons or damage to the
motor or other components.
In hot-water installations, special attention should be
paid to the risk of injury caused by scalding hot water.
Do not tighten the vent screw and replace the drain plug until the
pump is to be used again.
CR 2 and 4,
CRN 2, 4, 8 and 16:
Before replacing the drain plug in the base, screw the bypass
valve out against the stop, see fig. 7.
Fit the drain plug by tightening the large union nut followed by the
bypass valve.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Note: If a pump has been used for a liquid which is injurious to
health or toxic, the pump will be classified as contaminated.
If GRUNDFOS is requested to service the pump, GRUNDFOS
must be contacted with details about the pumped liquid, etc. be-
fore the pump is returned for service. Otherwise GRUNDFOS can
refuse to accept the pump for service.
Possible costs of returning the pump are paid by the customer.
However, any application for service (no matter to whom it may
be made) must include details about the pumped liquid if the
pump has been used for liquids which are injurious to health or
toxic.
12. Fault finding chart
Before removing the terminal box cover and before any removal/dismantling of the pump, make sure that the electricity supply
has been switched off and that it cannot be accidentally switched on.
Fault
Cause
Remedy
1. Motor does not run
when started.
a) Supply failure.
Connect the electricity supply.
b) Fuses are blown.
Replace fuses.
c) Motor starter overload has tripped out.
Reactivate the motor protection.
d) Main contacts in motor starter are not making Replace contacts or magnetic coil.
contact or the coil is faulty.
e) Control circuit is defective.
Repair the control circuit.
f) Motor is defective.
Replace the motor.
2. Motor starter overload
trips out immediately
when supply is
switched on.
a) One fuse/automatic circuit breaker is blown. Cut in the fuse.
b) Contacts in motor starter overload are faulty. Replace motor starter contacts.
c) Cable connection is loose or faulty.
d) Motor winding is defective.
Fasten or replace the cable connection.
Replace the motor.
e) Pump mechanically blocked.
f) Overload setting is too low.
Remove the mechanical blocking of the pump.
Set the motor starter correctly.
3. Motor starter overload a) Overload setting is too low.
trips out occasionally.
Set the motor starter correctly.
b) Low voltage at peak times.
Check the electricity supply.
4. Motor starter has not
tripped out but the
pump does not run.
a) Check 1 a), b), d) and e).
5. Pump capacity not
constant.
a) Pump inlet pressure is too low (cavitation).
Check the suction conditions.
b) Suction pipe/pump partly blocked by impurities. Clean the pump or suction pipe.
c) Pump draws in air. Check the suction conditions.
6. Pump runs but gives
no water.
a) Suction pipe/pump blocked by impurities.
Clean the pump or suction pipe.
b) Foot or non -return valve blocked in closed po- Repair the foot or non -return valve.
sition.
c) Leakage in suction pipe.
Repair the suction pipe.
d) Air in suction pipe or pump.
Check the suction conditions.
e) Motor rotates in the wrong direction.
Change the direction of rotation of the motor.
7. Pump runs back-
wards when switched
off.
a) Leakage in suction pipe.
Repair the suction pipe.
b) Foot or non -return valve is defective.
Repair the foot or non -return valve.
8. Leakage in shaft seal. a) Shaft seal is defective.
Replace the shaft seal.
9. Noise. a) Cavitation occurs in the pump.
Check the suction conditions.
b) Pump does not rotate freely (frictional resist-
ance) because of incorrect pump shaft posi-
tion.
Adjust the pump shaft.
c) Frequency converter operation.
See section 7.1 Frequency converter operation.
13. Disposal
Disposal of this product or parts of it must be carried out accord-
ing to the following guidelines:
1. Use the local public or private waste collection service.
2. In case such waste collection service does not exist or cannot
handle the materials used in the product, please deliver the
product or any hazardous materials from it to your nearest
GRUNDFOS company or service workshop.
Subject to alterations.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Maximum permissible operating pressure:
Max. zulassiger Betriebsdruck:
Pression de fonctionnement maxi autorisee:
Massima pressione di esercizio possibile:
Presi6n maxima de funcionamiento permitida:
Pressoo maxima de funcionamento permissive!:
Mtyiorq cn rperrrrj rrisaq Asiroupyiaq:
Maximaal toelaatbare werkdruk:
Max. tillatet driftstryck:
Suurin sallittu kayttSpaine:
Maks. tilladeligt driftstryk:
Frequency Pump type Curve
Frequenz Pumpentyp Kurve p [bar]
Frequence Type de pompe Courbe 36
Frequenza Pompa tipo Curva
Frecuencia Tipo de bomba Curva 32
Frequencia Modelo da bomba Curva 28
luxvGTgra TurroS avrAiaq Kapn6Aq
Frequentie Pomptype Curve 24
Frekvens Pumptyp Kurva 20
Taajuus Pumpputyyppi Kayra
Frekvens Pumpetype Kurve 16
CR, CRN 2-20 -) CR, CRN 2-150 1 12
CR, CRN 2-180 4 CR, CRN 2-260 2 8
CR, CRN 4-20/1 4 CR, CRN 4-160 1
CR, CRN 4-190 4 CR, CRN 4-220 2 4
50 Hz
CR, CRN 8-20/1 4 CR, CRN 8-120 1 0
CR, CRN 8-140 4 CR, CRN 8-200 3
3
2
1
-40 -20 0 20 40 60 80 100 120
140 160
CR, CRN 16-30/2 4i CR, CRN 16-80 1 t [°C]
CR, CRN 16-100 4 CR, CRN 16-160 3
60 Hz
CR, CRN 2-20 4 CR, CRN 2-150 1
CR, CRN 2-180 4 CR, CRN 2-260 2
CR, CRN 4-20/1 4 CR, CRN 4-160 1
CR, CRN 4-190 4 CR, CRN 4-220 2
CR, CRN 8-20/1 4 CR, CRN 8-120 1
CR, CRN 8-140 4 CR, CRN 8-200 3
CR, CRN 16-30/2 -3 CR, CRN 16-80 1
CR, CRN 16-100 4 CR, CRN 16-160 3
TMO2 7530 3703

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Maximum inlet pressure for CR and CRN:
Max. Zulaufdruck fOr CR and CRN:
Pression maximum d'entree pour CR et CRN:
Massima pressione in aspirazione per CR e CRN:
Presion maxima de entrada para CR y CRN:
Pressao maxima de admissao CR e CRN:
GR M*yioTq niscq civ6aou yia CR Kai CRN:
N) Maximale inlaatdruk m.b.t. type CR en CRN:
0 Max. tilloppstryck for CR och CRN:
gP Suurin tulopaine CR ja CRN:
DI( Maks. tillobstryk for CR og CRN:
50 Hz
60 Hz
CR, CRN 2
CR, CRN 2-20
CR, CRN 2-30 4 CR, CRN 2-110
CR, CRN 2-130 4 CR, CRN 2-260
6 bar
10 bar
15 bar
CR, CRN 2-20 4 CR, CRN 2-60
CR, CRN 2 -70 4 2-180
10 bar
15 bar
CR, CRN 4
CR, CRN 4-20/1 4 CR, CRN 4-20
CR, CRN 4-30 4 CR, CRN 4-100
CR, CRN 4-120 4 CR, CRN 4-220
6 bar
10 bar
15 bar
CR, CRN 4-20/1 4 CR, CRN 4-20
CR, CRN 4-30 4 CR, CRN 4-80/7
CR, CRN 4-80 4 CR, CRN 4-160
6 bar
10 bar
15 bar
CR, CRN 8
CR, CRN 8-20/1 4 CR, CRN 8-60
CR, CRN 8-80 4 CR, CRN 8-200
6 bar
10 bar
CR, CRN 8-20/1 4 CR, CRN 8-40
CR, CRN 8-50 4 CR, CRN 8-140
6 bar
10 bar
CR, CRN 16
CR, CRN 16-30/2 4 CR, CRN 16-30
CR, CRN 16-40 4 CR, CRN 16-160
6 bar
10 bar
CR, CRN 16-30/2 4 CR, CRN 16-30
CR, CRN 16-40 4 CR, CRN 16-100
6 bar
10 bar

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
£6££ 9SZZ OOWI
0!
z
G
£6££ 99ZZ 001A1
E6EE 09ZZ OOWI
of
z
O
z
w
-3
a
m
z
H
E6EE £SZZ 001N1
£6£6 ZSZZ 001.0111
H
E6EE LSZZ OOWI
a y
Eo-
a
E
E
m
mE
NE
E
J
E
E
z
2
J
E
E
E
E
or
x
E
E
E
E
J
x
J
0
x
J
E
E
E
E
E
E
re
E
E
E
E
100 147 180 210 13
M
_O
N
O
O
0
in
0
O
100 147 180 210 13
100 150 180 210 13
130 190 215 246 13
130 199 215 247 14
130 190 215 246 13
130 199 215 247 14
250 75 25
250 75 25
250 75 32
250 75 32
280 80 40
280 80 40
300 90 50
300 90 50
210 50 2
210 50 2
N
0
co
co
N
261 90 2%
162 50 32
162 50 32
202 80 517
202 90 51
210 50 42,4
210 50 42,4
261 80 60,3
261 80 60,3
CR 2 160 50 1
CRN 2
CR 4 160 50 1 %
CRN 4
0
CO
0
0
N
co
ce
c0
CRN 8
CR 16
CRN 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Airborne noise emitted by pumps with motors fitted by GRUNDFOS:
Luftschallemission von Pumpen mit Motoren, die von GRUNDFOS montiert sind:
Bruit aerien emis par les pompes avec moteurs montes par GRUNDFOS:
Rumore aereo emesso da pompe dotate di motori installati da GRUNDFOS:
Nivel de ruido producido por bombas con motores montados por GRUNDFOS:
Ruido emitido pelas electrobombas montadas pela GRUNDFOS:
Odpu(ioq nou CKnspne°rai orov aapa and avrAisq EpobiaapivES pc Krvgrripcc and rg GRUNDFOS:
Geluidsdruk van pompen met een door GRUNDFOS gemonteerde motor:
Ljudtrycksniva frail pumpar med motorer monterade av GRUNDFOS:
Ilmassa kantautuva Rani GRUNDFOS'in asentamilla moottoreilla:
Luftbaren she] fra pumper med motorer monteret of GRUNDFOS:
Motor
[kW]
50 Hz 60 Hz
LpA LPA
[dB(A)] [dB(A)]
0.25 <70 <70
0.37 <70 <70
0.55 <70 <70
0.75 <70 <70
1.1
<70 <70
1.5 <70 <70
2.2 <70 <70
3.0 <70 <70
4.0 <70 <70
5.5 <70 <70
7.5 <70 72
11
80 84
15
72 77
Fig. E
tm Hv
(°C) (m)
150 -45
40
140• 35
30
130
25
120120
110 15
12
100t10
80;$0
-6,0
80. 5,0
•4,0
70,-3,0
60+2,0
-1,5
50-
-1,0
40 '0,8
• 0,6
30- 0,4
-0,3
20-_ 0,2
10-
-0,1
0-
TMOO 3037 3493

DocuSign Envelope ID7CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Fig. F
A
TMO1 2642 2
TMO1 2643 2198
1,5 mm
TMO1 2648 2198
M6 13 Nm (1,3 kpm
M8 32 Nm 3,1 kpm;
M10 62 Nm (6,2 kpm)
TMO1 2644 2198

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Fig. G
A
4
E
E
N
6
a)
M6 13 Nm (1,3 kpm)
M8 32 Nm (3,1 kpm)
M10 62 Nm (6,2 kpm)
TMO1 2646 2198
N

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
[kPa] [m1
CR 2, CRN 2
80 -
60 -
40 -
20 -
0-
8
7
6
5
4
3
2
1
0
--------- .0 Hz M
------■-- .M
MMMINIMMMMMMFAM
MMMMMIM Ma-
------ 50 Hz rld--
--------'I/.---
■■----� -■--
---- -----■
-�ili.re■rrr--��---
00 04 08 12 16 20 24 28 32 36
r I r 1
0.0 0.2 0.4 0.6 0.8 1 0
p H
[kPa [m]
2.8
24 - 2.4
2.0
16 - 1.6
1.2
8-0.8
0.4
0 - 0.0
Q [m'/h]
Q [I/s]
CR 4, CRN 4
■■ •• • •
■■■■■■ 60 Hz
50 A■
■■■■■■ Ad.
■■■■■. M.■■
■■■PEPallI■■■■
MM�;r111111111■■■■■
■■■■■■■■
0
5 6 7
Q
0.0 0.4 0.8 1.2 1.6 2.0 2.4 Q [Ws]
p H
[kPa [m]
3.6
32 - 3.2
2.8
24-2.4
2.0
16 -- 1.6
1.2
8--0.8
0.4
0 - 0.0
■■■■■■■■■■■■ 60 H .I■
■■■■■■■■■ 5o Hz •IU■■
■■■■■■■■■ w.■■■
■■■■■■■■■■■►ia■■
■■■■■■■■■■�:■■■■■
■■■■■■■■IPIPUI■■■■■
mwmimmrCZiiiiI■■■■■■■
O 1 2 3 4 5 6 7 8 9 10 11 12 13 Q [m'/h]
11 1 I I I I I 1 1 I I
0.0 0.4 0.8 1.2 1.6 2.0 2.4 2.8 3.2 3.6 Q [Ifs]
p H
[kPa [m]
9
80� 8
7
60- 6
5
40 - 4
3
20 - 2
1
0- 0
CR 16, CRN 16
60 Hz
50 Hz /
O 2 4 6 8 10 12 14 16 18 20 22 24 Q [m'/h
1 I I 1 T [ 1
O 1 2 3 4 5 6 7Q [I/s]
TMOO 1625 4597
TMOO 1626 4597
'Nameplate on
pump indicates 42
gpm.
TMOO 1627 4597
TMOO 1628 4597

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A1
Poul Due Jensens Vej 7A
DK-8850 Bjerringbro
Tlf.: [phone]
Telefax: [phone]
E-mail: [e-mail]
www.grundfos.com/DK
Argentina
Bombas GRUNDFOS de Argentina S.A.
Ruta Panamericana km. 37.500 Lote 34A
1619 - Garin
Pcia. de Buenos Aires
Phone: [phone]
Telefax: [phone]
Australia
GRUNDFOS Pumps Pty. Ltd.
P.O. Box 2040
Regency Park
South Australia 5942
Phone: [phone]
Telefax: [phone]
Austria
GRUNDFOS Pumpen Vertrieb Ges.m.b.H.
Grundfosstra6e 2
A-5082 Grodig/Salzburg
Tel.: [phone]
Telefax: [phone]
Belgium
N.V. GRUNDFOS Bellux S.A.
Boomsesteenweg 81-83
B-2630 Aartselaar
Tel.: [phone]
Telecopie: [phone]
Brazil
GRUNDFOS do Brasil Ltda.
Rua Tomazina 106
CEP 83325 - 040
Pinhais - PR
Phone: [phone]
Telefax: [phone]
Canada
GRUNDFOS Canada Inc.
2941 Brighton Road
Oakville, Ontario
L6H 6C9
Phone: [phone]
Telefax: [phone]
China
GRUNDFOS Pumps (Shanghai) Co. Ltd.
22 Floor, Xin Hua Lian Building
755-775 Huai Hai Rd, (M)
Shanghai 200020
PRC
Phone: [phone]
Telefax: [phone]
Czech Republic
GRUNDFOS s.r.o.
Cajkovskeho 21
779 00 Olomouc
Phone: [phone]
Telefax: [phone]
Finland
OY GRUNDFOS Pumput AB
Mestarintie 11
Piispankyla
FIN-01730 Vantaa (Helsinki)
Phone: [phone]
Telefax: [phone]
France
Pompes GRUNDFOS Distribution S.A.
Parc d'Activites de Chesnes
57, rue de Malacombe
F-38290 St. Quentin Fallavier (Lyon)
Tel.: [phone]
Telecopie: [phone]
Germany
GRUNDFOS GMBH
Schluterstr. 33
40699 Erkrath
Tel.: [phone]
Telefax: [phone]
e-mail: [e-mail]
Service in Deutschland:
e-mail: [e-mail]
Greece
GRUNDFOS Hellas A.E.B.E.
20th km. Athinon-Markopoulou Av.
P.O. Box 71
GR-19002 Peania
Phone: [phone]
Telefax: +0030-210-66 46 273
Mnnn Knnn
36-094D4CF4F5BA ips (Hong Kong) Ltd.
Unit 1, Ground floor
Siu Wai Industrial Centre
29-33 Wing Hong Street &
68 King Lam Street, Cheung Sha Wan
Kowloon
Phone: [phone]
Telefax: [phone]
Hungary
GRUNDFOS Hungaria Kft.
Park u. 8
H-2045 Tiirokbalint,
Phone: [phone]
Telefax: [phone]
India
GRUNDFOS Pumps India Private Limited
Flat A, Ground Floor
61/62 Chamiers Aptmt
Chamiers Road
Chennai 600 028
Phone: [phone]
Telefax: [phone]
Indonesia
PT GRUNDFOS Pompa
JI. Rawa Sumur III, Blok III / CC-1
Kawasan Indust', Pulogadung
Jakarta 13930
Phone: [phone]
Telefax: [phone]/460 6901
Ireland
GRUNDFOS (Ireland) Ltd.
Unit 34, Stillorgan Industrial Park
Blackrock
County Dublin
Phone: [phone]
Telefax: [phone]
Italy
GRUNDFOS Pompe Italia S.r.l.
Via Gran Sasso 4
1-20060 Truccazzano (Milano)
Tel.: [phone]
Telefax: [phone]/95838461
Japan
GRUNDFOS Pumps K.K.
1-2-3, Shin Miyakoda
Hamamatsu City
Shizuoka pref. 431-21
Phone: [phone]
Telefax: [phone]
Korea
GRUNDFOS Pumps Korea Ltd.
6th Floor, Aju Building 679-5
Yeoksam-dong, Kangnam-ku, 135-916
Seoul Korea
Phone: [phone]
Telefax: [phone]
Malaysia
GRUNDFOS Pumps Sdn. Bhd.
7 Jalan Peguam U1/25
Glenmarie Industrial Park
40150 Shah Alam
Selangor
Phone: [phone]
Telefax: [phone]
Mexico
Bombas GRUNDFOS de Mexico S.A. de C.V.
Boulevard TLC No. 15
Parque Industrial Stiva Aeropuerto
Apodaca, N.L. 66600
Mexico
Phone: [phone]
Telefax: [phone]
Netherlands
GRUNDFOS Nederland B.V.
Postbus 104
NL-1380 AC Weesp
Tel.: [phone]
Telefax: [phone]/492299
New Zealand
GRUNDFOS Pumps NZ Ltd.
17 Beatrice Tinsley Crescent
North Harbour Industrial Estate
Albany, Auckland
Phone: [phone]
Telefax: [phone]
Norway
GRUNDFOS Pumper A/S
Stremsveien 344
Postboks 235, Leirdal
N-1011 Oslo
Tlf.: [phone]
Telefax: [phone]
Poland
GRUNDFOS Pompy Sp. z o.o.
ul. Klonowa 23
Baranowo k. Poznania
PL-62-081 Przezmierowo
Phone: [phone]
Telefax: [phone]
Portugal
Bombas GRUNDFOS Portugal, S.A.
Rua Calvet de Magalhaes, 241
Apartado 1079
P-2770-153 Paco de Arcos
Tel.: [phone]
Telefax: [phone]
Russia
000 GRUNDFOS
Shkolnaya 39
RUS-109544 Moscow
Phone: [phone]
Telefax: [phone], [phone]
e-mail: [e-mail]
Singapore
GRUNDFOS (Singapore) Pte. Ltd.
24 Tuas West Road
Jurong Town
Singapore 638381
Phone: [phone]
Telefax: [phone]
Spain
Bombas GRUNDFOS Espana S.A.
Camino de la Fuentecilla, s/n
E-28110 Algete (Madrid)
Tel.: [phone]
Telefax: [phone]
Sweden
GRUNDFOS AB
Box 63, Angeredsvinkeln 9
S-424 22 Angered
Tel.: [phone]
Telefax: [phone]
Switzerland
GRUNDFOS Pumpen AG
Bruggacherstrasse 10
CH-8117 Fallanden/ZH
Tel.: [phone]
Telefax: [phone]
Taiwan
GRUNDFOS Pumps (Taiwan) Ltd.
14, Min -Yu Road
Tunglo Industrial Park
Tunglo, Miao-Li County
Taiwan, R.O.C.
Phone: [phone]
Telefax: [phone]
Thailand
GRUNDFOS (Thailand) Ltd.
947/168 Moo 12, Bangna-Trad Rd., K.M. 3,
Bangna, Phrakanong
Bangkok 10260
Phone: [phone] ... 91
Telefax: [phone] ... 6
Turkey
GRUNDFOS POMPA SAN. ve TIC. LTD. STI
Bulgurlu Caddesi no. 32
TR-81190 0sk9dar Istanbul
Phone: +90 - 216-4280 306
Telefax: +90 - 216-3279 988
United Arab Emirates
GRUNDFOS Gulf Distribution
P.O. Box 16768
Jebel Ali Free Zone
Dubai
Phone: [phone]
Telefax: [phone]
United Kingdom
GRUNDFOS Pumps Ltd.
Grovebury Road
Leighton Buzzard/Beds. LU7 8TL
Phone: [phone]
Telefax: [phone]
U.S.A.
GRUNDFOS Pumps Corporation
17100 West 118th Terrace
Olathe, Kansas 66061
Phone: [phone]
Telefax: [phone]

13t.P1mimic INNOV01t Inlnkinganeaamakes liposslDle
DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Innovation is the essence
96 42 36 35 0903
Repl. V7 14 13 54 0500
30

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
INElk
III EP
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine
NCDEQ Incident No. 3659
125 Hospital Drive
Spruce Pine, Mitchell County, North Caro ' �cA10 b7%,
ss
S&ME Project No. 4305-17-109E
-7, virk.4 f
/:,19,6 a. f��ol/1111��i`
PREPARED FOR.
NCDEQ, UST Section
1646 Mail Service Center
Raleigh, NC 27699
PREPARED BY:
S&ME, Inc.
44 Buck Shoals Road, Suite C-3
Arden, NC 28704
May 3, 2018

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital - Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
Table of Contents
1.0 Description of Groundwater Remediation System 1
1.1 Background 1
1.2 Recovery Wells 1
1.3 Interceptor Trench 2
1.4 Flow Origin and Volume 2
1.5 Wastewater Characterization 2
2.0 System Design 3
2.1 Oil/Water Separator 3
2.2 Shallow Tray Air Stripper 4
2.3 Filters 5
2.3.1 50 Micron Bag Filters 5
2.3.2 10 Micron Bag Filters 5
2.4 Activated Carbon Units 5
2.5 Other Major Components 6
2.5.1 Batch Tank 6
2.5.2 Batch Tank Transfer Pump 6
2.5.3 Shallow Tray Stripper Transfer Pump 6
2.5.4 Air Compressor 7
2.6 Controls and Alarms 7
Appendices
Appendix I - Figures
Appendix II - Site Photographs
Appendix III - Pneumatic Pumps Specifications
Appendix IV - System Influent Laboratory Report
Appendix V - Oil/Water Separator Specifications
Appendix VI - Shallow Tray Air Stripper Software Output
Appendix VII - Shallow Tray Air Stripper Specifications
Appendix VIII - Particulate Filter Specifications
Appendix DC - Carbon Vessel Specifications
Appendix X - Specification of Other Components
May 3, 2018 ii

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
1.0 Description of Groundwater Remediation System
1.1 Background
The UST system installation contractor failed to connect the excess fuel return line from the exterior foundation
wall of the boiler room (part of the main hospital building at that time) to the 20,000-gallon UST. Excess fuel not
used by the boiler discharged to the subsurface rather than returning to the UST system. The release was
discovered in May 1988. From 1988 to 2007, soil and groundwater assessment activities were conducted to
determine the extent of the release to the soil and groundwater. The groundwater beneath the hospital
historically flows to the northwest toward Beaver Creek, a tributary of the North Toe River, along with the
petroleum free product and petroleum -impacted groundwater. The impacted area is located on a localized
topographic high and there is a relatively steep gradient from the source area to the northern property boundary
along Highway 19E.
In 1994, a remediation system consisting of a groundwater and free product recovery system was installed and
began operation. The existing system was designed to induce hydraulic control over the groundwater
contaminant plume by reducing the migration rate of the plume as it travels northwest towards Highway 19E and
then to Beaver Creek. A portion of the system was also designed to capture shallow, contaminated groundwater
in the vicinity where the contaminant plume intersections the right-of-way associated with Highway 19E.
The remediation system removes both No. 2 fuel oil and dissolved petroleum hydrocarbons from groundwater
that is extracted from the subsurface. The existing pump and treat system consists of 16 recovery wells and 11
trench wells (located along the North Carolina Department of Transportation right-of-way for Highway 19E)
equipped with total fluid pneumatic pumps, associated piping, an oil/water separator, air stripper, bag filters, and
carbon vessels. Treated water from the remediation system discharges to an unnamed tributary of Beaver Creek
(Class C, Trout water), which flows to the North Toe River within the French Broad River basin.
The system components are depicted in the figures in Appendix I. Site photographs are included in Appendix B.
The major components of the system are listed below:
1.2 Recovery Wells
A total of 16 recovery wells are installed at various locations across of the contaminated site to remove free
product and petroleum -impacted groundwater. All recovery wells consist of either a four or six inch well with an
installed pneumatic pump. The pumps installed are either a QED Hammerhead or AP-4 top loading pumps
capable of extracting both free product and petroleum -impacted groundwater. A copy of the specification sheets
for both pneumatic pumps used at the site have been included in Appendix M.
May 3, 2018 1

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
III
1.3 Interceptor Trench
An interceptor trench consisting of 11 recovery wells to prevent the downward migration of the product plume.
The purpose of the interceptor trench is to prevent migration of the free product plume towards the North Toe
River.
Again, the pumps installed into the interceptor trench are either QED Hammerhead or AP-4 top loading pumps.
The interceptor trench was installed using pea gravel and coarse sand. The recovery wells located in the trench
are six inch in diameter and constructed of stainless steel casing.
1.4 Flow Origin and Volume
Original conception of the system estimated that approximately 1 gallon per minute would be produced from
each well associated with the treatment system. Under normal operating conditions, the average influent flow
(between March 15 and March 29, 2018) was measured at approximately 10 gallons per minute (gpm) or 14,400
gallons per day (gpd). Over the course of operations, heavy rainfall event have shown to temporarily increase the
influent flow to approximately 20 gpm (28,800 gpd). Therefore, for system design/modification purposes we have
assumed a flowrate of 20 gpm.
The current system as currently designed is able to handle an influent flow rate of at least 40 gpm (57,200 gpd).
The system was originally designed with the assumption that additional recovery wells/trenches may be required
to prevent migration of free product and groundwater contamination. However, since additional expansions have
not taken place, the system is operating at about 50% of its design capacity.
1.5 Wastewater Characterization
A groundwater sample was collected on March 30, 2018 from the sample port located after the confluence of the
oil/water separators, but prior to treatment of the influent groundwater by the air stripper and filtration units. The
groundwater sample was analyzed for the following:
benzene, toluene, ethylbenzene, total xylenes (BTEX), methyl tert-butyl ether (MTBE), naphthalene, and
1,2-Dichloroethane by Method 6200;
lead by Method 6010;
total suspended solids (TSS) by Method 2540;
oil & Grease by Method 1664; and
phenol by Method 420.1.
The laboratory report associated with the influent sample is included in Appendix IV. The results of the influent
sample analysis is summarized in Table 1-1 below
May 3, 2018 2

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
Table 1-1- Influent Data
Constituent
Concentration
Benzene
46 µg/L
Ethylbenzene
18 µg/L
Toluene
13 µg/L
Total Xylenes
84 µg/L
MTBE
<1.0 µg/L
Naphthalene
76 µg/L
Lead
<0.010 mg/L
1,2-dichloroethane
<2.0
Phenol
0.077 mg/L
TSS
2.2 mg/L
Oil & grease
<1.4 mg/L
µg/L = micrograms per liter
mg/L = milligrams per liter
2.0 System Design
As the system was originally designed in 1993 and installed in 1994, the treatment system components are
present and are in operation at the facility. The information that is provided below details each major piece of
equipment associated with the groundwater treatment system and provides confirmation that the existing system
is still effective at reducing contaminant concentrations found at the site.
2.1 Oil/Water Separator
There are currently two oil/water separators installed at the site. The first oil/water separator receives
groundwater recovered from the recovery wells located across the site. The second oil/water separator receives
groundwater recovered from the recovery wells associated with the interceptor trench. Influent flow from each
individual recovery well is combined into three trunk lines that enter the treatment system building. The oil/water
separators that were installed are Hydro -Flo Technologies (Model No. DP-24). The following are the specifications
associated with the two oil/water separators:
Manufacturer:
Overall Dimensions:
Design Flow Rate:
Oil Droplet Removal Rate:
Coalescing Media Pack Size:
Minimum Coalescing Surface Area:
Maximum Cross -sectional Velocity:
Minimum Separation Retention Time:
Hydro -Flo Technologies Inc.
Approximately 9 feet long by 3 feet wide by 5.5 feet tali
34 gpm @ 20 microns to 77 gpm @ 30 microns
10 mg/L of oil droplets > 20-30 microns
48 inches long by 24 inches wide by 36 inches tall
1,632 square feet
0.75 to 1.72 feet per minute
7.48 to 10 minutes
May 3, 2018 3

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital - Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
111
Sludge Chamber Capacity: 56 gallons
Device for Oil Removal: Rotary Pipe Skimmer
Specification sheets for each oil/water separator have been included in Appendix V.
2.2 Shallow Tray Air Stripper
The influent groundwater contaminant data collected in March 2018 was used to confirm the system design
capacity for the air stripper. For reference, the original design characteristics from 1993 are included. Software
was utilized from Northeast Environmental Products (NEEP-Shallow Tray) who designed the shallow tray stripper
system currently on site. The software computes the shallow tray air stripper outlet concentrations of select
contaminants of concern based on the system's configuration, flow rate, water temperature, and measured
influent concentrations. The software output is included in Appendix VI. The estimated concentrations of the
effluent exiting the shallow tray stripper are summarized below:
Table 2-1— Air Stripper Evaluation
Constituent
Benzene
Influent
Conc.
(ppb) -
1993
4,600
Effluent
Conc.
(ppb) -
1993
<1
Air
Effluent
Conc.
(ppmv)
1993
8.30
Removal
Efficiency
99.99%
Influent
Conc.
(ppb) -
2018
46
Effluent
Conc.
(ppb) -
2018
Air
Effluent
Conc.
(PPmy )
2018
Removal
Efficiency
100%
<1
0.04
Toluene
3,900
<1
5.96
99.99%
13
<1
0.01
100%
Ethyl
benzene
3,400
<1
4.51
100%
18
<1
0.01
100%
Total
Xylenes
13,000
<1
17.28
99.99%
84
<1
0.06
100%
Naphthalene
4,600
6
5.05
99.86%
76
<1
0.04
99.97%
MTBE
10*
<1
0.02
96.43%
1*
<1
0.00
99.76%
1,2-DCA
10*
<1
0.01
99.10%
1*
<1
0.00
99.99%
*-MTBE and 1.2-DCA concentrations are assumed. They were not sampled in 1993 and were below laboratory detection limits in
2018.
ppb = parts per billion
ppmv = parts per million by volume
May 3, 2018 4

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
Following are the specifications for the Shallow Tray Stripper:
Manufacturer:
Model Number:
Air Flow Rate:
Water Flow Rate:
Air/Water Ratio:
Number of Trays: 3
Overall Dimensions:
Northeast Environmental Products Inc. (NEEP)
3631
900 cubic feet per minute
1-125 gpm
134.6 cubic feet per minute of air per cubic feet per minute of water
6.17 feet long by 5 feet wide by 6.5 feet tall
Specification sheets for the shallow tray stripper have been included in Appendix VB.
2.3 Filters
III
Two sets of bag filters were installed to allow for filtration of solids that may be in the influent groundwater
stream. The first set of filters were installed prior to the shallow tray air stripper and is capable of capturing
contaminants/solids greater than 50 microns. The second set of filters were installed prior to the carbon filtration
units and is capable of capturing contaminants/solids greater than 10 microns. Both sets of filters are in a parallel
configuration to allow the water to take the path of least resistance. The following are the specifications for the
two sets of bag filters:
2.3.1 50 Micron Bag Filters
Manufacturer: FSI
Model Number: BFN 12
Filter Bags:
Surface Area per Bag:
Maximum flow:
1— 50 Micron
4.4 squre feet
Up to 220 gpm
2.3.2 10 Micron Bag Filters
Manufacturer:
Model Number:
Filter Bags:
Surface Area per Bag:
Maximum flow:
Krystil Klear
88
1- 10 Micron
4.4 square feet
Up to 220 gpm
Specification sheets for each filter have been included in Appendix VUI.
2.4 Activated Carbon Units
Two activated carbon units will receive the effluent from the shallow tray air stripper. The carbon units are meant
as a polishing step prior to the discharge point. The units are meant to capture some of the more difficult
contaminants (such as naphthalene) that were not completely stripped. Based on the calculations above, it is not
May 3, 2018 5

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
III ri
anticipated that elevated concentrations of the contaminants of concern are expected to reach and be removed
by the carbon system. The carbon units are setup in series to allow effluent water to flow through both carbon
vessels prior to discharge. Following are the specifications for the carbon units currently installed at the site:
Manufacturer: Carbonair
Model Number: PC7F
Carbon Capacity: 1,000 pounds each
Design Flow Rate: 75 gpm
Design Pressure: 90 pounds per square inch (psi)
Bed Area: 7 square feet
Dimensions: 3 feet diameter by 6 feet tali
Specification sheets for the carbon vessels have been included in Appendix IX.
2.5 Other Major Components
Other major components of the treatment system include two transfer pumps, a batch settlement tank, and an air
compressor. The pumps allow for the transfer of water between the batch tank and the shallow tray stripper and
between the shallow tray stripper and the carbon vessels. The air compressor provides the pneumatic power for
the recovery well pumps. The following are the specifications for the batch tank, transfer pumps, and air
compressor:
2.5.1 Batch Tank
Manufacturer: Chemtainer Industries
Capacity: 500 gallons
Dimensions: 5 feet diameter by —3.5 feet tall
2.5.2 Batch Tank Transfer Pump
Manufacturer: Price Pumps
Model Number: EC150
Flow: 60-80 gpm (based on pump curve)
Horsepower: 1.5 horsepower
2.5.3 Shallow Tray Stripper Transfer Pump
Manufacturer: Grundfos
Model Number: CRN-8-40
Flow: 30-40 gpm (based on pump curve)
Horsepower: 3 horsepower
May 3, 2018 6

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Groundwater Remediation System Specifications
Blue Ridge Hospital — Spruce Pine, NCDEQ Incident No. 3659
Spruce Pine, Mitchell County, North Carolina
S&ME Project No. 4305-17-109E
2.5.4 Air Compressor
Manufacturer: Ingersoll-Rand
Model Number: U2SHE-SP
Capacity: 100 cubic feet per min
Operating Press.: 125 psi
Horsepower: 25 horsepower
A specification sheet for the air compressor could not be provided by Ingersoll-Rand as it is obsolete and the
manufacturer no longer supports this model. A specification sheet was not provided for the batch tank as it is a
general water holding tank and dimensions are widely available. Specification sheets for the two transfer pumps
listed are included in Appendix X.
2.6 Controls and Alarms
The following table describes the system controls and alarms that have been installed on the treatment system:
Table 2-2 — Summary of Controls and Alarms Features
Item
Batch Transfer Pump
Type
Float switch
Location
Within Batch Tank
Control
Low and Hi float switch turns
the transfer pump on/off
Batch Tank Alarm
Float switch
Within Batch Tank
Hi -Hi float switch shuts the
treatment system off when
activated
Shallow Tray Transfer
Pump
Float switch
Within Shallow Tray
Sump
Low and Hi float switch turns 1
the transfer pump on/off
Shallow Tray Stripper
Alarm
Float switch
Within Shallow Tray
Sump
Hi -Hi float switch shuts the
treatment system off when
activated
Shallow Tray Stripper
Alarm
Pressure Switch
Within Shallow Tray
Stripper
Shuts down the treatment
system due to pressure
buildup/fouling of trays
Product Storage Tank
Alarm
Float Switch
Within Tank
Hi -Hi float switch shuts down
the treatment system when
activated
May 3, 2018 7

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendices

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix I - Figures

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
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2,000
4,0004,
(FEET)
REFERENCE:
BASE MAPPING OBTAINED FROM ESRI. THIS MAP IS FOR INFORMATIONAL PURPOSES
ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON 1
CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
m▪ om
5 6
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0 0
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Caoenter R.
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m
a
Project Location
SITE VICINITY MAP
SCALE:
" = 2,000 '
BLUE RIDGE HOSPITAL
125 HOSPITAL DRIVE
SPRUCE PINE, MITCHELL CO., NORTH CAROUNA
DATE:
10-24-17
PROJECT NUMBER
405-17-109
FIGURE NO.
1

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
0
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MW-13
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REFERENCE:
GIS BASE LAYERS WERE OBTAINED FROM NC ONEMAP AND MITCHELL COUNTY GIS DEPARTMENT.
THIS MAP I5 FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE
APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
15 Rw-27
RW-26 el
11
/� RW-25 ; . OW-10
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RW-24
RW-23 j.,A
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(FEET)
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1\-40610\
•
, 4r •
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..__,.... 4,:- . 40, , 1,,
.,_.._., . . ar,-:'s_
TREATMENT f
SYSTEM
BUILDING /14 •
i NO OneMa
e Monitoring Wells (Located)
• Monitoring Wells (Unconfirmed)
Monitoring Wells (Abandoned / Not Located)
!- Recovery Wells
L Observation Wells
— — Recovery Lines
Approximate UST Locations
SCALE:
1"=80'
DATE:
10-24-17
PROJECT NUMBER
4305-17-109
FIGURE NO.
2

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Discharge to
tributary
BBEAVERK
0000
c`
0‘;;•'14
SEABOARD SYSTEM
RAILROAD
4% •
•
o / /
r
REFERENCE:
Figure from S&ME's October 1998 Site Map for Engineering Drawings
i
Underground
Piping
•
•
Remediation
S stem
Effluent Sample Location
in the S stem
Solid
Underground
Pipe
\
\\
S.W.D.I.
Effluent Discharge
from Remediation
System to Storm
Water System
•
Hospital
•
•
•
h
SPRUCE PINE
HOSPITAL
o a
0
SITE MAP — DISCHARGE PATH
SCALE:
NTS
BLUE RIDGE HOSPITAL
125 HOSPITAL DRIVE
SPRUCE PINE, MITCHELL COUNTY, NORTH CAROLINA
DATE:
10-31-2017
PROJECT NUMBER
4305-17-109E _
FIGURE NO.
3
J

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Drawing Path: C:\Users\jnyvall\Desktop\Spruce Pine Information\SP with Plot Styles.dwg
Influent From
Recovery Wells
z
OIL/WATER SEPARATOR
(Original)
To RecoveryerWells
25 HP
AIR COMPRESSOR
{
Influent From
Recovery Wells
Y
OIL/WATER SEPARATOR
(Supplemental)
500 GALLON
BATCH TANK
CBATCH TANK
TRANSFER PUMP
2- 50 MICRON
BAG FILTERS
rurunimml
3-TRAY SHALLOW
AIR STRIPPING
SYSTEM
AIR STRIPPER
TRANSFER PUMP
0
2-10 MICRON
BAG FILTERS
1000 LB GRANULAR
ACTIVATED CARBON
VESSEL
1000 LB GRAN
ACTIVATED CARBON -Q
VESSE
_L„)
12.
Discharge from system to NPDES point
under gravity flow conditions
3,000 GALLON
PRODUCT HOLDING TANK
WITH SECONDARY
CONTAINMENT
LEGEND
WATER FLOW PATH
AIR FLOW PATH
PRODUCT FLOW PATH
O BALL VALVE
VACUUM RELIEF VALVE
- SAMPLE POINT
- PRESSURE GAUGE
NOTE:
ALARMS HAVE BEEN INSTALLED AS FOLLOWS:
1) HI LEVEL IN TRAY STRIPPER SUMP
2) HI PRESSURE IN TRAY STRIPPER
3) HI LEVEL IN PRODUCT AST
4) HI LEVEL IN BATCH TANK
ANY OF THE ALARMS ACTIVATED ABOVE WILL SHUT
SYSTEM DOWN TO PREVENT OVERFLOW CONDITION.
daLP
Treatment System Flow Diagram
SCALE:
FIGURE NO.
Not to Scale
DATE:
Blue Ridge Hospital
125 Hospital Drive
Spruce Pine, North Carolina
4-9-18
PROJECT NUMBER
4305-17-109J ,
4
J

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Drawing path: C:\Users\jnyvall\Desktop\Spruce Pine Information\SP with Plot Styles.dwg
3,000 Gallon Free Product
Storage Tank w/ Secondary
Containment
Steel Tank Institute Model F911
Batch Transfer Pump —
Price Pump Model EC150
500 Gallon Poly
Batch Tank
Chemtainer Ind.
(TYP.)
—t•
Shallow Tray Air Stripper
Skid w/supporting
equipment
NEEP Shallow Tray Model
3631
Transfer Pump
Grundfos Model CRN-8-40
Oil/Water Separator #1
Hydro Flo Technologies Model DP-24
Treating Recovery Wells 1-16
2-10 Micron Bag Filters
Krystal Klear Model 88-30
Oil/Water Separator #2
Hydro Flo Technologies Model DP-24
Treating Trench Recovery Wells 17-27
2 50 Micron Bag Filters
FSI Model BFNP-12 (304S5)
2-1,000 lb Carbon Vessels
CarbonAir Model PC7F
Vessel Backwashing
W
0
0
v
a
Influent from recovery wells
(3 hoses)
Discharge from system
to NPDES point
Groundwater Treatment Building
0 4 8
GRAPHIC SCALE (IN FEET)
LEGEND
WATER FLOW PATH (Dashed where below ground)
AIR FLOW PATH (Dashed where below ground)
PRODUCT FLOW PATH
Notes:
1) Dimensions of equipment are approximate based on
cut sheets for models shown.
2) Piping between equipment consists of Sch. 40 PVC of
various sizes as well as flexible piping (either HDPE or
hose).
3) Valving and sample ports have not been included on
this figure.
Controls and Compressed Air
Building
Service Entrance
( )
Air Supply to
Recovery Wells
0
tea,
SWIM
III
Treatment System Layout
SCALE:
As Shown
DATE:
4-9-18'
PROJECT NUMBER
4305-17-109J
FIGURE NO.
5
19,
J

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix II - Site Photographs

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
co
T
rn
Lf6
CD
CtS
WS
Taken by: GS
Spruce Pine, NC

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Batch tank transfer pump
a
a
l0
I-
3
0
L
V)
S&ME Project 4305-18-109J
0
sa
1-
E
H
cn
0
E
es
1-
4.1
3 ai
c
c
o
I Q.
10)

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
wo 1,000 lb carbon vessels plumbed in series
Spruce Pine, NC

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix III — Pneumatic Pumps Specifications

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
LED
Specifications - Top Inlet, Long
Environmental Systems
Max. Flow 10 gpm (38 Ipm)
O.D. 3.6 in (91 mm)
Length 56.7 in. (144 cm)
Advantages
1. The original automatic air -
powered well pump, proven
worldwide over 23 years
2. The highest flow rates and
deepest pumping capabilities in
the industry
3. Patented, proven design for
superior reliability and
durability, even in severe
applications
4. Handles solids, solvents,
hydrocarbons corrosive
conditions, viscous fluids and
high temperatures beyond the
limits of electric pumps
5. Five-year warranty
Description
The AP4+ Top Inlet Long AutoPump provides maximum
capabilities and flow in a top inlet pump for 4" diameter
and larger wells needing an elevated inlet, such as pumping
total fluids from wells contaminated with LNAPLs. It is
offered in optional versions to handle even the most severe
remediation and landfill pumping applications, and delivers
flow rates up to 10 gpm*. The AP4+ Long Top Inlet
AutoPump is complemented by the most comprehensive
selection of accessories to provide a complete system to
meet site specific requirements. Call QED for prompt, no -
obligation assistance on your pumping project needs.
The AutoPump Heritage
The AP4+ Top Inlet Long AutoPump is part of the famous
AutoPump family of original automatic air -powered pumps,
developed in the mid 1980s specifically to handle unique
pumping needs at remediation and landfill sites. Over the
years they've proven their durability at thousands of sites
worldwide. AutoPumps are designed to handle difficult
pumping challenges that other pumps can't, such as
hydrocarbons, solvents, suspended solids, corrosives,
temperature extremes, viscous fluids and frequent start/
stop cycles. Beyond just the pump, AutoPump systems
offer the most complete range of tubing, hose, connec-
tors, wellhead caps and accessories to help your installa-
tion go smoothly. This superior pumping heritage, applica-
tion experience and support back up every AutoPump you
put to work on your project.
33

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
V QED
Specifications - Top Inlet, Long
Environmental Sys._
Pump Dimensions
Application Limits (Base model)
AP4+ AutoPumps are designed to handle
the application ranges described below.
For applications outside these ranges,
consult QED about AP4+ upgrades.
Maximum Temperature: 180°F (82°C)
pH Range: 4-9
Solvents and Fuels: diesel, gasoline,
JP1-JP6,#2 heating oils, BTEX, MTBE,
landfill liquids
*Consult QED for higher flow requirements
Specifications & Operating Requirements
Model
Liquid Inlet Location
O.D.
Overall Length (Pump & Fittings)
Weight
Maximum Flow Rate
Pump Volume/Cycle
Minimum Accuation Level
Standard Pump
Maximum Depth
Air Pressure
Air Usage
High Pressure Pump
Maximum Depth
Air Pressure
Minimum Liquid Density
Standard Construction Materials'
Pump Body
Pump Ends
Internal Components
Tube & Hose Fittings
Fitting Type
Tube & Hose Options
Tubing Materials'
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
Hose Material
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
1 Applies to QED supplied tubing;
other tubing sources may not
conform to QED fittings.
4" - Long AP4+ Top Inlet
Top
3.6 in. (91 mm)
56.7 in. (144 cm)
16.5 lbs. (7.6 kg) -
10 gpm (38 Ipm)* - See Flow Rate Chart
0.58-0.78 gal (2.2-3L) --
53.3 in. (135 cm)
250 ft. (76 m)
5 -120 psi (0.4 - 8.4 kg/cm2)
0.35 -1.1 scf / gai. (3.0 - 8.4 liter of allin
fluid liter) See air usage chart
425 ft. (130 m)
5 - 200 psi (0.4 -14.1 kg/cm2)
0.7 SpG (0.7 g/cm3)
Fiberglass or Stainless Steel
Stainless Steei
Stainless Steel. Viton. PVDF. Hastelloy-C
Brass or Stainless Steel
Barbs, Quick Connects or Easy Fittings
Nylon
1 in. (25 mm) or 1-1/4 in. (32 mm) OD
1/2 in. (13 mm) OD
5/8 in. (16 mm) OD
Nitrile
3/4 in. (19 mm) or 1 in. (25 mm) ID
3/8 in. (9.5 mm) ID
1/2 in. (13 mm) ID
Long and short AP4+ AutoPumps are warranted for
five(5) years: Low-Drawdown AP4+ AutoPumps are
warranted for one (1) year.
34

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
� QED
Specifications - Top Inlet, Long
Environmental Systems
3/4 inch (19 mm)
Inside Diameter Discharge Hose
(Equivalent to 1-Inch O.D.Tubing)
SUBMERGENCE OF PUMP HEAD
6-INCH (15 cm)
GALLONS
PER
MINUTE
WfTH
3/4-INCH
I.D. HOSE
18
16
14
12
10
8
6
4
2
0
0 20 40 60 80 100 120 14
6.1 12.218324430536642.748.8
2 FT. (60 cm)
GALLONS
PER
MINUTE
WITH
3/4-INCH
I.D. HOSE
18
16
14
12
10
8
6
4
2
0
0
I
SUBMERGENCE OF PUMP HEAD
68.1
60.6
53
45.4
37.9
30.3
22.7
15.1
7.6
0
200 FT. DEPTH
54.9 61 Meters IN WELL
Flow Rates'
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
AIR INLET PRESSURES
:2
100 PSI
7 •/cm2
68.1
60.6
53
45.4
37.9
30.3
22.7
15.1
7.6
0
20 40 60 80 100 120 140 160 180 200 FT. DEPTH
6.1 12.2 18.3 24430536642748.8 54.9 61 Meters IN WELL
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
10 FT. (300 cm) l
GALLONS
PER 12
MINUTE
WITH
3/4-INCH
I.D. HOSE
18
16
14
10
8
6
4
2
0
0
70 PSI
5 Kg/cm 2
SUBMERGENCE OF PUMP HEAD
IAIR INLET PRESSURE
00 P51
7 Kg/cm 2
40 PSI
3 KcXcm 2
70 PSI
5 Kg/cm 2
20 40 60 80 100 120 140 160
6.1 12.2 18.3 244 305 366 42748.8
68.1
60.6
53
45.4
37.9
30.3
22.7
15.1
7.6
0
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
180 200 FT. •i DEPTH
54.9 61 Meters IN WELL
GALLONS
PER
MINUTE
WITH
1-INCH
I.D. HOSE
1 inch (25.4 mm)
Inside Diameter Discharge Hose
(Equivalent to 1.25-Inch O.D.Tubing)
16-INCH (15 cm) I SUBMERGENCE OF PUMP HEAD
18
16
14
12
o
8
6
4
2
a
0
I 1 1 1 1 1
! AIR INLET PRESSURES
ISgrcm 2
70 P'
5 Kg/cm
20
6.1
UBMERGENCE OF PUMP HEAD
GALLONS
PER
MINUTE
WITH
1-INCH
I.D. HOSE
18
16
40 60 80 100 120 140 160
122 183 24.4 30.5 366 42.7 48.8
180
54.9
68.1
60.6
53
APPROXIMATE
45.4 LITERS
PER
MINUTE
WITH
22.7 25.4 mm
I.D. HOSE
37.9
30.3
15.1
7.6
200 FT. DEPTH
61 Meters 1R WELL
14
12
10
8
6
4
2
0•
0
AIR INLET PRESSURES
100 PSI
7 Kg/cm 2
40
3 Kg/m1PSI 2
T
20 40 60 80 100 120
6.1 122 183 244 305 366
10 FT. (300 cm)
GALLONS
PER
MINUTE
WITH
1-INCH
I.D. HOSE
18
16
14
12
10
8
6
4
2
0
68.1
60.6
53
APPROXIMATE
45.4 LITERS
PER
MINUTE
WITH
25.4 mm
I.D. HOSE
37.9
303
22.7
15.1
7.6
a
140 160 180 200 FT.
42 7 48.8 54.9 61 Meters
70 PSI
5 Kg/cm 2
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
\\SN"...-...----
40PS1 70PS 100s'_i
3 Kgfcm UT 5 Kg'crn 7 Kg/cm 2
0 20 40 60 80 100 120
6.1 122 183 24.4 30.5 36.6
_FLOW RATES MAY VARY WITH SITE CONDITIONS. CALL QED FOR TECHNICAL ASSISTANCE.
1 0 160
427 48,8
180
54.9
68.1
60.6
53
DEPTH
IN WELL
APPROXIMATE
45.4 LITERS
PER
MINUTE
WITH
22.7 25.4 mm
I.D. HOSE
37.9
30.3
15.1
7.6
0
200 FT. �1 DEPTH
Meters J IN WELL
35

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
V QED
Specifications - Top Inlet, Long
Environmental Systems
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
1.6
1.4
13
12
1.1
1.0
.9
.8
.7
.6
.5
.4
3
Air Consumption
100P51
7 Ng/an
70 PSI
5 Kg/an 2
40 PSI
3 Ku/cm 2
12
3/4 inch (19 mm)
112 Inside Diameter Discharge Hose
105 (Equivalent to 1-Inch O.D. Tubing)
9.7
9.0
82
APPROXIMATE
STANDARD
75 LITER OF AIR
PER
6.7 LITER PUMPED
(STD L/LITER)
6.0
52
4.5
3.7
3.0
22
.2
1 20 40 60 80 100 120 140 160 180 200Fr. DEPTH
6.1 12.2 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
1.5
1.4
1.3
1.2
1.1
1.0
.9
.8
.7
.6
5
.4
3
100 PSI
7 K9/cm2
70 PSI
5 K9/cm 2
40 PSI
3w'cm2
12
11.2 1 inch (25.4 mm)
Inside Diameter Discharge Hose
10 s (Equivalent to 1.25-Inch O.D. Tubing)
9.7
9.0
82
APPROXIMATE
STANDARD
7.5 LITER OF AIR
PER
6.7 LITER PUMPED
(STD L/LITER)
6.0
5.2
4.5
3.7
3.0
2.2
.2 1.5
20 40 60 80 100 120 140 163 180 20C FT, DEPTH
6.1 12.2 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
36

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
YOE"
, S • ecifications - Top Inlet, Short
Max. Flow 9 gpm (34 Ipm)
0.D. 3.6 in (91 mm)
Length 45 in. (110 cm)
Advantages
1. The original automatic air -
powered well pump, proven
worldwide over 23 years
2. The highest flow rates and
deepest pumping capabilities in
the industry
3. Patented, proven design for
superior reliability and
durability, even in severe
applications
4.Handles solids, solvents,
hydrocarbons corrosive
conditions, viscous fluids and
high temperatures beyond the
limits of electric pumps
5.Five-year warranty
Description
The AP4+ Top Inlet Short AutoPump provides maximum
capabilities and flow in a top inlet pump for 4" (100 mm)
diameter and larger wells with shorter water columns and
the need for an elevated inlet, such as pumping total fluids
from wells contaminated with LNAPLs. It is offered in
optional versions to handle even the most severe
remediation and landfill pumping applications, and delivers
flow rates up to 9 gpm (34 Ipm)*. The AP4+ Short Top Inlet
AutoPump is complemented by the most comprehensive
selection of accessories to provide a complete system to
meet site specific requirements. Call QED for prompt, no -
obligation assistance on your pumping project needs.
The AutoPump Heritage
The AP4+ Top Inlet Short AutoPump is part of the famous
AutoPump family of original automatic air -powered pumps,
developed in the mid 1980s specifically to handle unique
pumping needs at remediation and landfill sites. Over the
years they've proven their durability at thousands of sites
worldwide. AutoPumps are designed to handle difficult
pumping challenges that other pumps can't, such as
hydrocarbons, solvents, suspended solids, corrosives,
temperature extremes, viscous fluids and frequent start/
stop cycles. Beyond just the pump, AutoPump systems
offer the most complete range of tubing, hose, connectors,
wellhead caps and accessories to help your installation go
smoothly. This superior pumping heritage, application
experience and support back up every AutoPump you put to
work on your project.
37

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
V QED
Specifications - Top Inlet, Short
Environmental Systems
Pump Dimensions
6" (106 cm)
Liquid Discharge
Inlet
Air Supply
Exhaust
O.D. 3.6" (91 mm)
Application Limits (Base model)
AP4+ AutoPumps are designed to handle
the application ranges described below.
For applications outside these ranges,
consult QED about AP4+ upgrades.
Maximum Temperature: 180°F (82°C)
pH Range: 4-9
Solvents and Fuels: diesel, gasoline,
JP1-JP6,#2 heating oils, BTEX, MTBE,
landfill liquids
*Consult QED for higher flow requirements
Specifications & Operating Requirements
Model
Liquid Inlet Location
O.D.
Overall Length (Pump & Fittings)
Weight
Maximum Flow Rate
Pump Volume/Cycle
Minimum Accuation Level
Standard Pump
Maximum Depth
Air Pressure
Air Usage
4" - Short AP4+ Top Inlet
Top
3.6 in. (91 mm)
45 in. (110 cm)
15.8 lbs. (7.2 kg)
9 gpm (34 Ipm)* - See Flow Rate Chart
0.22 - 0.36 gal (.83 -1.36 L) MIN
41.6 in. (106 cm)
250 ft. (76 m)
5 -120 psi (0.4 - 8.4 kg/cm2)
0.35 -1.5 scf / gal. (2.4 - 8.4 liter of air /
fluid liter). See air usage chart
=111
High Pressure Pump
Maximum Depth
Air Pressure
Minimum Liquid Density
Standard Construction Materials
Pump Body
Pump Ends
Internal Components
Tube & Hose Fittings
Fitting Type
Tube & Hose Options
Tubing Materials,
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
Hose Material
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
Applies to QED supplied tubing;
other tubing sources may not
conform to QED fittings.
425ft. (130m)
5 - 200 psi (0.4 -14.1 kg/cm2)
0.7 SpG (0.7 g/cm3) - -
Fiberglass or Stainless Steel
Stainless Steel
Stainless Stee9, Viton, P`/DE Hastelloy-C
Brass or Stainless Steel
Barbs, Quick Connects or Easy Fittings
Nylon
1 in. (25 mm) or 1.1/4 in. (32 mm) 0D
1/2 in. (13 mm) 0D
5/8 in. (16 mm) OD
Nitrile
3/4 in. (19 mm) or 1 in. (25 mm) ID
3/8 in. (9.5 mm) ID
1/2 in. (13 mm) ID
Long and short AP4+ AutoPumps are warranted for
five(5) years: Low-Drawdown AP4+ AutoPumps are
warranted for one (1) year.
38

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
■ QE D
Environmental Systems
Specifications - Top Inlet, Short
3/4 inch (19 mm)
Inside Diameter Discharge Hose
(Equivalent to 1-Inch O.D.Tubing)
6-INCH (15 cm)
18
16
14
GALLONS
PER 12
MINUTE 10
WITH
3/4-INCH
I.D. HOSE 6
4
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
100 PSI
7 Kg/cm 2
68.1
60.6
53
Flow Rates'
APPROXIMATE GALLONS
45.4 LITERS PER
379 PER MINUTE
MINUTE WITH
30.3 WITH 1.25-INCH
22.7 19mm O.D. TUBING
I.D. HOSE
15.1
2 . 70 PSI t 7.6
ckm? o
0 20 40 60 63 100 120 140 160 180 200 FT. I DEPTH
6.1 122 183 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters J IN WELL
2 FT. (60 cm)
18
16
14
GALLONS
PER 12
MINUTE 10
WITH
3/4-INCH
I.D. HOSE 6
SUBMERGENCE OF PUMP HEAD
7
AIR INLET PRESSURES
J
2 -
0
0
40 PSI
3 Kg/cm
00 PSI
7 Kg/cm 2
70 P51
5 Kg/cm 2 _
20 40 60 80 100 120 140 160 180 200
6.1 12.2 18.3 244 303 366 427 48.8 54.9 61
10 FT. (300 cm)
18
16
14
GALLONS
PER 12
MINUTE 10
WITH
3/4-INCH
I.D. HOSE 6
4
2
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
20 40 60
6.1 1 2 183
7 K /cm
68.1
60.6
53
APPROXIMATE
45.4 LITERS
37.9 PER
MINUTE
30.3 WITH
227 19 mm
15.1 I.D. HOSE
7.6
0
FT. DEPTH
Meters IN WELL
68.1
69.6
53
45.4
37.9
30.3
22 7
15.1
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
40 P51 70 P51 7.6
3 K�/cm 22 5 /cm2
80 0i 0 '20 140 160 180 200 AFT DEPTH
24.4 30.5 36.6 42.7 48.8 54.9 6' Meters _J IN WELL
1 inch (25.4 mm)
Inside Diameter Discharge Hose
(Equivalent to 1.25-Inch 0.D.Tubing)
SUBMERGENCE OF PUMP HEAD
6-INCH (15 cm)
18
16
14
12
10
8
6
4
2
0
0
1IR INLET PRESSURES
68.1
60.6
53
APPROXIMATE
45.4 LITERS
37.9 PER
MINUTE
30.3 WITH
22.7 31.75 mm
15.1 O.D. TUBING
7.6
0
20 40 60 80 100 120 140 160 180 200 FT. 1 DEPTH
6.1 12218.324430536642.7 48.8 54.9 61 Meters IN WELL
100 PSI
7Kg/cm2
40 PSI 70 PSI
3Kg/cm2 5Kg/cm2
2FT.(60cm)
18
16
14
GALLONS
PER 12
MINUTE 10
WITH
125-INCH 8
0.D.TUBING 6
4
SUBMERGENCE OF PUMP HEAD
240 PSI
O 3 Kg/cm 2
70 P51
5 Kg/cm
O 20 40 60 80 100 120 140 160 180 200 FT.
6.1 12.2 18.3 24 4 30 5 36 6 42.7 48.8 54.9 61 Meters
10 FT. (300 cm)
18
16
14
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
68.1
60.6
53
68.1
60.6
53
APPROXIMATE
45.4 LITERS
37.9 PER
MINUTE
30.3 WITH
22.7 31.75mm
15.1 O.D. TUBING
7.6
0
DEPTH
IN WELL
GALLONS APPROXIMATE
PER 12 45.4 LITERS
MINUTE 10 37.9
PER
WITH MINUTE 2 - 1 PSI
8 30.3 WITH
O.D. TUBING 6 100 PSI 22.7 31.75 mm
7Kg/cm2 O.D.TUBING
4 15.1
2 - 40 PSI 70 P51 7.6
O 3gm 2 - 5 Kg/cm 0
O 20 40 60 80 100 120 140 160 180 200 FT. 1DEPTH
6.1 12.2 18.3 24.4 30.5 36 6 42.7 48.8 54.9 61 Meters J IN WELL
'FLOW RATES MAY VARY WITH SITE CONDITIONS. CALL QED FOR TECHNICAL ASSISTANCE.
39

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
IF QED
Specifications - Top Inlet, Short
^n,i,nnma^ I5voters
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
1.6
15
1.4
1.3
1.2
1.1
1.0
.9
P
.7
.6
5
.4
.3
Air Consumption
100 P51
7 Ky/cm 2
i
70 PSI
12
3/4 inch (19 mm)
11.2 Inside Diameter Discharge Hose
10.5 (Equivalent to 1-Inch O.D. Tubing)
9.7
9.0
81
APPROXIMATE
STANDARD
75 LITER OF AIR
PER
6.7 LITER PUMPED
(STD ULITER)
6.0
5.2
4.5
3.7
3.0
2.2
1 1.5
20 40 60 80 100 120 140 160 180 200 FT. DEPTH
6.1 12.2 183 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
1.6
15
1.4
13
11
1.0
9
7
.6
4
3
00 PSI
7Kg/cm2
21.2 1 inch (25.4 mm)
Inside Diameter Discharge Hose
103 (Equivalent to 1.25-Inch O.D. Tubing)
9.7
9.0
8.2
APPROXIMATE
STANDARD
7.5 LITER OF AIR
PER
6.7 LITER PUMPED
(STD L/LITER)
6.0
5.2
4.5
3.7
3.0
2.2
.2 1.5
20 40 60 80 100 120 140 160 180 200 FT. DEPTH
6.1 12.2 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
40

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
VQE
D
Specifications - Low-Drawdown Top Inlet
Environmental Systems
Max. Flow 6.4 gpm (24 Ipm)
0.D. 3.6 in (91 mm)
Length 30.75 in. (78 cm)
Advantages
1. The original automatic air -
powered well pump, proven
worldwide over 23 years
2. The highest flow rates and
deepest pumping capabilities in
the industry in a low drawdown
top -fill pump
3. Patented, proven design for
superior reliability and
durability, even in severe
applications
4. Handles solids, solvents,
corrosive conditions, viscous
fluids and high temperatures
beyond the limits of electric
pumps
5. One-year warranty
Description
The Low-Drawdown AP4+ Top Inlet AutoPump provides
maximum capabilities and flow in a top inlet pump for 4"
(100 mm) diameter and larger wells with very short water
columns and/or the need to pump down to as low as 27.4
inches (70 cm) above the bottom. It is offered in optional
versions to handle even the most severe remediation and
landfill pumping applications, and delivers flow rates up to
6.4 gpm (24 Ipm). The Low Drawdown AP4+ Top Inlet
AutoPump is complemented by the most comprehensive
selection of accessories to provide a complete system to
meet site specific requirements. Call QED for prompt, no -
obligation assistance on your pumping project needs.
The AutoPump Heritage
The Low-Drawdown AP4+ Top Inlet AutoPump is part of the
famous AutoPump family of original automatic air -powered
pumps, developed in the mid 1980s specifically to handle
unique pumping needs at remediation and landfill sites.
Over the years they've proven their durability at thousands
of sites worldwide. AutoPumps are designed to handle
difficult pumping challenges that other pumps can't, such
as solvents, suspended solids, corrosives, temperature
extremes, viscous fluids and frequent start/stop cycles.
Beyond just the pump, AutoPump systems offer the most
complete range of tubing, hose, connectors, caps and
accessories to help your installation go smoothly. This
superior pumping heritage, application experience and
support back up every AutoPump you put to work on
your project.
41

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
T (QED
Specifications - Low-Drawdown Top Inlet
Environmental Systems
Pump Dimensions
Application Limits (Base model)
AP4+ AutoPumps are designed to handle
the application ranges described below.
For applications outside these ranges,
consult QED about AP4+ upgrades.
Maximum Temperature: 180°F (82°C)
pH Range: 4-9
Solvents and Fuels: diesel, gasoline,
JP1-JP6,#2 heating oils, BTEX, MTBE,
landfill liquids
*Consult QED for higher flow requirements
Specifications & Operating Requirements
Model
Liquid Inlet Location
O.D.
Overall Length (Pumps & Fittings)
Weight
Maximum Flow Rate
Pump Volume/Cycle
Minimum Accuation Level
Maximum Depth
Air Pressure
Air Usage
Minimum Liquid Density
Standard Construction Materials'
Pump Body
Pump Ends
Internal Components
Tube & Hose Fittings
Fitting Type
Tube & Hose Options
Tubing Materials'
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
Hose Material
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
1 Applies to QED supplied tubing;
other tubing sources may not
conform to QED fittings.
4" - Low Drawdown AP4+ Top Inlet
Top
3.6 in. (91 mm)
30.75 in. (78 cm)
9.8 lbs. (4.4 kg)
6.4 gpm (24 Ipm)
0.11-0.16gal (.42-.61L)
27.4 in. (70 cm)
250 ft. (76 m)
5 -120 psi (0.4 - 8.4 kg/cm2)
.31- 2.85 scf/gal. (2.2 - 21.5 liter of air/
fluid liter) - See air usage chart
0.7 SpG (0.7 g/cm3)
Fiberglass or Stainless Steel
Stainless Steel
Stainless Steel, Viton, PVDF, Hastelioy-C
Brass or Stainless Steel
Barbs, Quick Connects or Easy Fittings
Nylon
1 in. (25 mm) or 1-1/4 in. (32 mm) OD
1/2 in. (13 mm) OD
5/8 in. (16 mm) OD
Nitrile
3/4 in. (19 mm) or 1 in. (25 mm) ID
3/8 in. (9.5 mm) ID
1/2 in. (13 mm) ID
Low-Drawdown AP4+ AutoPumps are warranted for
one (1) year.
42

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
r QED
Specifications - Low-Drawdown Top Inlet
Environmental Systems
3/4 inch (19 mm)
Inside Diameter Discharge Hose
(Equivalent to 1-Inch O.D.Tubing)
6-INCH (15 cm)
SUBMERGENCE OF PUMP HEAD
GALLONS
PER
MINUTE
WITH
3/4-INCH
I.D. HOSE
9
8
7
6
5
4
3
2
1
0
0
40 PSI
3 Krcm
1 1 .1 F T I
AIR INLET PRESSURES h""
100 PSI
7K./cm2
70 PSI
5 Kg/cm 2
I 1
20 40 60 80 100 120 140 160 180
6.1 12.2 18.3 24 4 30.5 36.6 42.7 48.8 54.9
2FT.(60cm)
GALLONS
PER
MINUTE
WITH
3/4-INCH
I.D. HOSE
9
8
7
6
5
4
3
2
1
0
0
SUBMERGENCE OF PUMP HEAD
34.1
30.3
26.5
22.7
18.9
15.1
11.4
7.6
3.8
Flow Rates '
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
0
200 FT. DEPTH
61 Meters IN WELT
AIR
INLET PRESSURES
I--'
100 PSI
7K cm2
3 Kg Kg/ccmm 2
70 P51
��
5 Kg/cmI.
l2
34.1
30.3
26.5
22.7
18.9
15.1
11.4
7.6
3.8
0
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
20 40 60 8C 100 120 140 160 180 200 FT. 1H DEPT
6.1 12.2 18 3 24.4 30.5 36.6 42.7 48 8 54.9 61 Meters IN WELL
10FT.(300cm)
GALLONS
PER
MINUTE
WITH
3/4-INCH
I.D. HOSE
9
8
7
6
5
4
3
2
0
0
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES I--
40 PSI
3Kgcm2
100 PSI
7K. cm2
70 P51
5 Kg/cm2
34.1
30.3
26.5
22.7
18.9
15.1
11.4
7.6
3.8
0
20 40 60 80 100 120 140 160 180 200 FT. 1 DEPTH
6.1 12 2 18 3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
APPROXIMATE
LITERS
PER
MINUTE
WITH
19 mm
I.D. HOSE
1 inch (25.4 mm)
Inside Diameter Discharge Hose
(Equivalent to 1.25-Inch O.D.Tubing)
6-INCH (15 cm)
GALLONS
PER
MINUTE
WITH
1-INCH
I.D. HOSE
9
8
7
6
5
4
3
2
1
0
0
SUBMERGENCE OF PUMP HEAD
I I I 1 I
AIR INLET PRESSURES /-
Nur
00 PSI
7 Kg/cm 2
34.1
30.3
26.5
22.7
18.9
15.1
11.4
7.6
3.8
0
20 40 60 80 100 120 140 160 180 200 FT. DEPTH
6.1 12.2 18.3 244 303 36.6 42.7 48.8 54.9 61 Meters IN WELL
APPROXIMATE
LITERS
PER
MINUTE
WITH
25.4 mm
I.D. HOSE
2 FT. (60 cm)
GALLONS
PER
MINUTE
WITH
1-INCH
I.D. HOSE
9
8
7
6
5
4
3
2
1
0
40 PSI 70 PSI
3 K /cm 5 Kg/cm 2
I- r r
SUBMERGENCE OF PUMP HEAD
1
I--
AIR INLET PRESSURES
100 PSI
7 K /cm2
40 PSI
--
3 Kg/cm2
70 PSI
5 Kg/cm2
11
34.1
30.3
26.5
22.7
18.9
15.1
11.4
7.6
3.8
0
APPROXIMATE
LITERS
PER
MINUTE
WITH
25.4 mm
I.D. HOSE
0 20 40 60 80 100 120 140 160 180 200 FT. 1 DEPTH
6.1 12.2 18.3 244 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
10FT.(300cm)
GALLONS
PER
MINUTE
WITH
1-INCH
I.D. HOSE
9
8
7
6
5
4
3
2
1
0
0
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
40 PSI
3 Kg/cm 2
100 PSI
7I(,1 r...2
70 PSI
5 Kr®
34.1
30.3
26.5
22.7
18.9
15.1
11.4
7.6
3.8
0
20 40 60 80 100 120 140 160 180 200 FT. DEPTH
6.1 12 2 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
APPROXIMATE
LITERS
PER
MINUTE
WITH
25.4 mm
I.D. HOSE
,FLOW RATES MAY VARY WITH SITE CONDITIONS. CALL QED FOR TECHNICAL ASSISTANCE.
II
43

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
YQED
Specifications - Low-Drawdown Top Inlet
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
2.9
2.8
2.7
2.6
2.5
2.4
2.3
2.2
2.1
2.0
1.9
1.8
1.7
1.6
1.5
1.4
1.3
1.2
1.1
1.0
.9
.8
.7
.6
.5
.4
3
.2
20
6.1
Air Consumption
70 PSI I
5 Kg/cm 2
40 P51
3Kacm2
100 PSI
7 Kg/cm2
21.7
20.9
20.2
19.4
18.7
18.0
17.2
16.5
15.7
15
14.2
13.5
12.7
12
11.2
10.5
9.7
9.0
8.2
7.5
6.7
6.0
5.2
4.5
3.7
3.0
2.2
1.5
40 60 80 100 120 140 160 180 200 FT, DEPTH
12.2 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
3/4 inch (19 mm)
Inside Diameter Discharge Hose
(Equivalent to 1-Inch O.D. Tubing)
APPROXIMATE
STANDARD
LITER OF AIR
PER
LITER PUMPED
(STD L/LITER)
2.9 21.7
2.8 20.9
2.7 20.2
2.6 19.4
2.5 18.7
2.4 18.0
2.3 17.2
2.2 16.5
2.1 15.7
2.0 15
1.9 14.2
1.8 13.5
1.7 .2.7
1.6 12
1.5 11.2
1.4 10.5
1.3 9.7
1.2 9.0
1.1 8.2
1.0 7.5
.9 6.7
.8 6.0
.7 5.2
.6 4.5
.5 3.7
.4 3.0
.3 2.2
.2 ..5
20 40 60 80 100 120 140 160 180 200 FT, DEPTH
6.1 12.2 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters IN WELL
1
100 PSI
7 Kg/cm 2
r
1 inch (25.4 mm)
Inside Diameter Discharge Hose
(Equivalent to 1.25-Inch O.D. Tubing)
APPROXIMATE
STANDARD
LITER OF AIR
PER
LITER PUMPED
(STD L/LITER)
44

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
HHP4T
Max. Flow 9.8 gpm (37.1 Ipm)
O.D. 3.5 in (8.9 cm)
Length 56 in. (142.2 cm)
Advantage
1. Delivers higher flow rates than
all competitive pumps
2. Outstanding value in a high
reliability, high durability pump
3. Easier to service and lighter
weight than other 4" pumps
4. Handles solids, solvents,
corrosive conditions, viscous
fluids and high temperatures
beyond the limits of electric
pumps
5. Three-year warranty
Description
The HammerHead Pro HHP4T Top Inlet AutoPump
provides economy and high flow in a top inlet pump for 4"
(100 mm) wells for applications requiring an elevated inlet,
such as pumping total fluids from wells contaminated with
LNAPLs, and delivers flow rates up to 9.8 gpm (37.1 Ipm).
The HHPro Top Inlet AutoPump is complemented by the
most comprehensive selection of accessories to provide a
complete system to meet site specific requirements. Call
QED for prompt, no -obligation assistance on your pumping
project needs.
The AutoPump Heritage
The HammerHead Pro HHP4T Top Inlet AutoPump is part
of the famous AutoPump family of original automatic air -
powered pumps, developed in the mid 1980s specifically
to handle unique pumping needs at remediation and landfill
sites. Over the years they've proven their durability at
thousands of sites worldwide. AutoPumps are designed to
handle difficult pumping challenges that other pumps can't,
such as hydrocarbons, solvents, suspended solids,
corrosives, temperature extremes, viscous fluids and
frequent start/stop cycles. Beyond just the pump,
AutoPump systems offer the most complete range of
tubing, hose, connectors, wellhead caps and accessories
to help your installation go smoothly. This superior
pumping heritage, application experience and support
back up every AutoPump you put to work on your project.
V' QED
3E

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Top Inlet HammerHead Pro
Pump Dimensions
Application Limits
The HHP4T Top Inlet HammerHead Pro AutoPump
is designed to handle the application ranges
described below. For applications outside
this range, choose the appropriate AP4 model.
Maximum Temperature: 150° F (65° C)
pH Range: 4-9
Solvents and Fuels: diesel, gasoline, JP1-JP6,
#2 heating oil, BTEX, MTBE, landfill liquids
HHP4T
Specifications & Operating Requirements
Model
Liquid Inlet Location
OD
Length Overall (pump & fittings)
Weight
Max. Flow Rate
Pump Volume / Cycle
Standard Model
Max. Depth
Air Pressure Range
Min. Actuation Level
Air Usage
Min. Liquid Density
Standard Construction Materials
Pump Body
Pump Ends
Internal Components
Tube & Hose Fittings
Fitting Type
Tube & Hose Options
Tubing Material
Sizes, - Liquid Discharge
Pump Air Supply
Air Exhaust
Hose Material
Sizes - Liquid Discharge
Pump Air Supply
Air Exhaust
'Applies to QED supplied tubing;
other tubing sources may not
conform to QED fittings.
4' HammerHead Pro Top Inlet
Top
3.5 in. (8,9 cm) OD
56 in. (142.2 cm) OD
16.5 lbs. (7.5 kg)
9.8 gpm (37.1 Ipm) - See Flow rate chart
0.58 - 0.66 gal (2.2 - 2.5L )
250 ft. (76 m)
5 -120 psi (0.35 - 8.4kg/cm2)
53 in. (134.,6 cm)
0.34-1.13 scf / gal.
(2.24-8.23 liters of air / fluid liter)
See air usage chart
0.7 SpG (0.7 g/cm3)
Fiberglass
Stainless Steel, Brass, Acetal
Stainless Steel, Viton
Brass
Barb or Quick Connect
Nylon
1 in. (25 mm) or 1-1/4 in. (32 mm) OD
1/2 in. (12 me CD
5/8 in. (16 mm) OD
Nitrite
3/4 in. (19 mm) or 1 in. (25 mm) ID
3/8 in. (9 mm) ID
1/2 in. (12 mm) ID
HammerHead Pro Pumps are warranted for three (3)
years: 100% materials and workmanship.
P.O. Box 3726 Ann Arbor, MI 48106-3726 USA 1.800.624.2026 F 1.734.995.1170 [e-mail] www.gedenv.com
39

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
GALLONS
PER
MINUTE
WITH
1-INCH
0.D. TUBING
HHP4T
utoPum • °
Top Inlet HammerHead Pro
1.00 inch (25.4 mm) O.D.
Fluid Discharge Tubing
(Equivalent to 3/4-inch. (19 mm) Hose)
k 6-INCH (15 cm) SUBMERGENCE OF PUMP HEAD
18 ■■■■■■■■■■ 68.1
16 ■11M=1♦111i.1l♦11111■
14 ■I----- --■
■■■■■■■■■■
8
■■■■■■■■■■
■.
4 -•_II■■_■ PIMMMINICKSL
2 40 P51
Kg/an2 J 111 5 K2
g/vn U
12
10
0
0
20
6.1
60.6
53
45.4
37.9
30.3
22.7
15.1
7.6
0
40 60 80 '' 140 160 180 200 FT.
12.2 18.3 244 30.5 36.6 42.748.8 549 61 Meters
SUBMERGENCE OF PUMP HEAD
2 FT. (60 cm)
18
16
14
GALLONS
PER 12
MINUTE
WITH
1-INCH
O.D. TUBING
GALLONS
PER
MINUTE
WITH
1-INCH
O.D. TUBING
10
8
6
4
2
'j. AIR INLET PRESSURES
00 PSI
7K. cm2
40 PSI \ 70 PSI
0 3 Kg/an 2 5 Kg/cm 2 0
O 20 40 60 80 100 120 140 160 180 200 FT. 1 DEPTH
6.1 12.2 18.3 24.4 30 5 366 42748.8 54.9 61 Meters IN WELL
110 FT. (300 cm)1 SUBMERGENCE OF PUMP HEAD
68.1
60.6
53
45.4
37.9
30.3
22.7
15.1
Flow Rates'
APPROXIMATE
LITERS
PER
MINUTE
WITH
25.4 mm
O.D. TUBING
DEPTH
IN WELL
APPROXIMATE
LITERS
PER
MINUTE
WITH
25.4 mm
O.D. TUBING
18
16
14
12
10
8
6
4
2
100 PSI
7 cm2
40 PSI 70 PSI
O ?V 5Kg/cm2 0
O 20 40 60 80 100 120 140 1•' 18• 00 FT. 1 DEPTH
6.1 12.2 18.3 24.4 305 366 42.748.8 54.9 61 Meters IN WELL
APPROXIMATE
45.4 LITERS
PER
MINUTE
WITH
22.7 25.4mm
O.D. TUBING
7.6
68.1
60.6
53
37.9
30.3
15.1
7.6
1.25 inch (32 mm) 0.D.
Fluid Discharge Tubing
(Equivalent to 1- inch. (25.4 mm) Hose)
GALLONS
PER 12
MINUTE
WITH
1.25-INCH
0.D. TUBING 6
4
2
0
0
SUBMERGENCE OF PUMP HEAD
6B
60
53
45
37
30
22
15
T
-
AIR INLET PRESSURES
40 PSI
3 Kg/cm 2
70 PSI
5 Kg/cm 2
6.1 12.2 18.3 24430536642748.8 54.9 61
2 FT. (60 cm)
GALLONS
PER
MINUTE
WITH
1.25-INCH
0.D. TUBING
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
GALLONS APPROXIMATE
PER LITERS
MINUTE , PER
WTH MINUTE
1.25-INCH 8 WITH
0.D. TUBING 6 100PSI 31.75mm
7Kg/cm 2 O.D. TUBING
4
2 - 40 P51 70 P51
0 3K cm2 5Kg/cm 2 1 0
0 20 40 60 80 100 120 140 160 180 200 FT.
6.1 12.2 18.3 244 30.5 36.6 42.7 48.8 54.9 61 Meters 1 IN DEWELLPTH
18
16
14
12
10
8
5
4
2
SUBMERGENCE OF PUMP HEAD
AIR INLET PRESSURES
0
0 20
6.1
40 PSI
3K/ 2
100 PSI
7 Kg/cm 2
70 PSI
5 Kg/cm 2
6
A
9
3
7
1
6
APPROXIMATE
LITERS
PER
MINUTE
WITH
31.75 mm
O.D. TUBING
T. DEPTH
Meters IN WELL
68.1
60.6
53
45.4
37.9
30.3
22.7
15.1
7.6
APPROXIMATE
LITERS
PER
MINUTE
WITH
31.75 mm
0.D. TUBING
Kg/cm 0
40 60 80 100 120 140 160 180 200 FT. j DEPTH
12.2 18.3 24A 305 36642.748.8 54.9 61 Meters IN WELL
10FT. (300cm
18
16
14
12
10
[ 6-INCH (15 cm 3
18
16
14
10
8
FLOW RATES MAY VARY WITH SITE CONDITIONS. CALL QED FOR TECHNICAL ASSISTANCE.
68.1
60.6
53
45.4
37.9
30.3
22.7
15.1
Y QED
40

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
u 0 ' ump®
Top Inlet HammerHead Pro
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
STANDARD
CUBIC FEET OF AIR
PER
GALLON PUMPED
(SCF/GAL)
1.6
15
IA
1.3
1.2
1.1
1.0
.9
.8
.7
.6
.5
.4
.3
.2
20
6.1
Air Consumption
100 PSI
7 Kg/cm 1
40 P51
3/cm2
70 P51
51G1/cm Z
1.6
15
1.4
1.3
1.2
1.1
1.0
.9
.8
.7
.6
5
.4
.3
40 60 80 100 120 140 160 180
12.2 18.3 24.4 30.5 36.6 42.7 48.8 54.9
HHP4T
12 1.00 inch (25.4 mm) 0.D.
11.2 Fluid Discharge Tubing
(Equivalent to 3/4-inch.
10.5 (19 mm) Hose)
9.7
9.0
82
APPROXIMATE
STANDARD
75 LITER OF AIR
PER
6.7 LITER PUMPED
(STD ULITER)
6.0
5.2
4.5
3.7
3.0
2.2
1.5
200 Fr.
61 Meters DEPTH
IN WELL
f ti
12
11.2 1.25 inch (32 mm) 0.D.
Fluid Discharge Tubing
10.5 (Equivalent to 1- inch.
97 (25.4 mm) Hose)
9.0
82
APPROXIMATE
STANDARD
75 LITER OF AIR
PER
6.7 LITER PUMPED
(STD ULITER)
6.0
5.2
4.5
3.7
3.0
2.2
.2 1.5
20 40 60 80 100 120 140 160 180 200 FT, DEPTH
6.1 122 18.3 24.4 30.5 36.6 42.7 48.8 54.9 61 Meters ] IN WELL
P.O. Box 3726 Ann Arbor, MI 48106-3726 USA 1.800.624.2026 F 1.734.995.1170 [e-mail] www.qedenv.com
41

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix IV - System Influent Laboratory Report

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Con-CEsr
ANALYTICAL LABORATORY
I crUle UI I. UI Jt I ll3
39 Spruce Street* East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
April 9, 2018
Bradley Keyse
S&ME, Inc - Arden, NC
44 Buck Shoals Road C-3
Arden, NC 28704
Project Location: 125 Hospital Drive, Spruce Pine, NC
Client Job Number:
Project Number: 4305-17-109H
Laboratory Work Order Number: 18C1284
Enclosed are results of analyses for samples received by the laboratory on March 30, 2018. If you have any questions concerning
this report, please feel free to contact me.
Sincerely,
116 tqft:dtVit(
Kerry K. McGee
Project Manager
Page 1 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
I Hine UI VUIILUIIL
Table of Contents
Sample Summary 3
Case Narrative 4
Sample Results 5
18C1284-01 5
Sample Preparation Information 8
QC Data 9
Volatile Organic Compounds by GC/MS 9
B200229 9
Metals Analyses (Total) 10
B200353 10
Conventional Chemistry Parameters by EPA/APHA/SW-846 Methods (Total) 11
B199948 11
B200134 11
B200328 11
Flag/Qualifier Summary 12
Certifications 13
Chain of Custody/Sample Receipt 14
Page 2 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
con-tEsr
ANALYTICAL LABORATORY
t etule u9LUtlt�tltti
S&ME, Inc - Arden, NC
44 Buck Shoals Road C-3
Arden, NC 28704
ATTN: Bradley Keyse
39 Spruce Street' East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
PURCHASE ORDER NUMBER:
PROJECT NUMBER: 4305-17-109H
ANALYTICAL SUMMARY
REPORT DATE: 4/9/2018
WORK ORDER NUMBER: 18C 1284
The results of analyses performed on the following samples submitted to the CON -TEST Analytical Laboratory are found in this report.
PROJECT LOCATION: 125 Hospital Drive, Spruce Pine, NC
FIELD SAMPLE #
LAB ID: MATRIX
SAMPLE DESCRIPTION
TEST SUB LAB
Influent 18C1284-01 Ground Water EPA 1664B
EPA 420.1
SM21-22 2540D
SM21-22 6200B
SW-846 6010C-D
Page 3 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
ANALYTICAL LABORATORY
I al./lb Vl l,OIILCI ILCi
39 Spruce Street' East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CASE NARRATIVE SUMMARY
All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report.
For method 6200B elevated reporting limits for samples 18C 1284-01 due to high concentrations of target compounds. Only a select list of analytes was
requested and reported.
SM21-22 6200B
Qualifications:
RL-11
Elevated reporting limit due to high concentration of target compounds.
Analyte & Samples(s) Qualified:
18C1284-01 [Influent]
SW-846 60100D SW-846 6020A/B
For NC, Metals methods SW-846 6010D and SW-846 6020B are followed, and for all other states methods SW-846 6010C and SW-846 6020A are followed.
The results of analyses reported only relate to samples submitted to the Con -Test Analytical Laboratory' for testing.
I certify that the analyses listed above, unless specifically listed as subcontracted, if any, were performed under my direction according to the approved methodologies listed
in this document, and that based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the
best of my knowledge and belief, accurate and complete.
Lisa A. Worthington
Project Manager
Page 4 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
44) ANALYTICAL LABORATORY
COfl.-CESC'
I dUIC UI liU!!LW ILS
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Project Location: 125 Hospital Drive, Spruce Pine, Sample Description: Work Order: 18C1284
Date Received: 3/30/2018
Field Sample #: Influent Sampled: 3/29/2018 14:30
Sample ID: 18C1284-01
Sample Matrix: Ground Water
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
Analyte
Date Date/Time
Results RL DL Units Dilution Flag/Qual Method Prepared Analyzed Analyst
Benzene 46 1.0 0.24 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
1,2-Dichloroethane ND 2.0 0.39 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
Ethylbenzene 18 1.0 0.26 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
Methyl tert-Butyl Ether (MTBE) ND 1.0 0.18 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
Naphthalene 76 10 0.24 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
Toluene 13 1.0 0.34 Ma, 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
myp Xylene 43 2.0 0.51 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
o-Xylene 41 1.0 0.26 µg/L 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
Xylenes (total) 84 3.0 µgL 2 SM21-22 6200B 4/5/18 4/6/18 10:38 EEH
Surrogates
% Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 93.2 70-130 4/6/18 10:38
Toluene-d8 98.5 70-130 4/6;18 10:38
4-Bromofluorobenzene 98.0 70-130 4/6.'18 10:38
Page 5 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
ANALYTICAL LABORATORY
r dine t)1 liUl!LelILb
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Project Location: 125 Hospital Drive, Spruce Pine, Sample Description:
Date Received: 3/30/2018
Field Sample #: Influent Sampled: 3/29/2018 14:30
Sample ID: 18C1284-01
Sample Matrix: Ground Water
Work Order: 18C1284
Analyte
Metals Analyses (Total)
Date Date/Time
Results RL DL tints Dilution Flag/Qual Method Prepared Analyzed Analyst
Lead ND 0.010 0.0044 mg/L 1 SW-846 6010C-D 4/6/18 4/6/18 18:55 QNW
Page 6 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
con -tor
ANALYTICAL LABORATORY
1 dUle UI UUI Ref tlb
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Project Location: 125 Hospital Drive, Spruce Pine, Sample Description: Work Order: 18C1284
Date Received: 3/30/2018
Field Sample #: Influent Sampled: 3/29/2018 14:30
Sample ID: 18C1284-01
Sample Matrix: Ground Water
Analyte
Conventional Chemistry Parameters by EPA/APHA/SW-846 Methods (Total)
Date Date/Time
Results RL DL Units Dilution FlaglQual Method Prepared Analyzed Analyst
Phenol 0.077 0.050 0.047 mg/L 1 EPA 420.1 4/4/18 4/5/18 14:00 MMH
Total Suspended Solids 2.2 1.0 0.61 mg/L 1 SM21-22 2540D 4/2/18 4/2/18 13:10 LL
011 & Grease (HEM) ND 1.4 0.99 mg/L 1 EPA 1664B 4/6/18 4/6/18 13:00 LL
Page 7 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
conwtesr
ANALYTICAL LABORATORY
I dine Ul liil ltCllt,
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Sample Extraction Data
EPA 1664B
Lab Number [Field ID] Batch Initial [mL] Date
18C1284-01 [Influent] B200328 1000 04/06/18
EPA 420.1
Lab Number [Field ID]
Batch Initial [mil Final [mL] Date
18C1284-01 [Influent]
B200134 50.0 50.0 04/04/18
SM2I-22 2540D
Lab Number [Field ID] Batch Initial [mL] Date
18C1284-01 [Influent] B199948 500 04/02/18
Prep Method: SW-846 5030B-SM21-22 6200B
Lab Number [Field ID]
Batch Initial ImLI Final [mL] Date
18C1284-01 [Influent]
B200229 2.5 5.00 04/05/18
Prep Method: SW-846 3005A-SW-846 6010C-D
Lab Number [Field ID]
Batch Initial [mL] Final [mL] Date
18C1284-01 [Influent]
B200353 50.0 50.0 04/06/18
Page 8of16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
I elUIC UI 1,U111C1Itb
39 Spruce Street • East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
QUALITY CONTROL
Volatile Organic Compounds by GC/MS - Quality Control
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch B200229 - SW-846 5030B
Blank (B200229-BLK1)
Benzene
1,2-Dichloroethane
Ethylbenzene
Methyl tert-Butyl Ether (MTBE)
Naphthalene
Toluene
m+p Xylene
o-Xylene
Xylenes (total)
ND 0.50 µg/L
ND 0.50 µg/L
ND 0.50 µg/L
ND 0.50 µg'L
ND 0.50 µg/L
ND 0.50 µg/L
ND 1.0 µg/L
ND 0.50 µg/L
ND 1.5 µg/L
Prepared: 04/05/18 Analyzed: 04/06/18
Surrogate: 1,2-Dichloroethane-d4 23.1 µg/L 25.0 92.4 70-130
Surrogate: Toluene-d8 24.9 µg/L 25.0 99.5 70-130
Surrogate: 4-Bromofluorobenzene 24.0 WI 25.0 96.1 70-130
LCS (B200229-BSI) Prepared & Analyzed: 04/05/18
Benzene 10.1 0.50 µg/L 10.0 101 70-130
1,2-Dichloroethane 8.73 0.50 µg/L 10.0 87.3 70-130
Ethylbenzene 10.2 0.50 µg/L 10.0 102 70-130
Methyl tert-Butyl Ether (MTBE) 9.43 0.50 µg'L 10.0 94.3 70-130
Naphthalene 9.26 0.50 µg/L 10.0 92.6 70-130
Toluene 9.73 0.50 µg'L 10.0 97.3 70-130
m+p Xylene 20.4 1.0 µg/L 20.0 102 70-130
o-Xylene 10.1 0.50 µg/L 10.0 101 70-130
Surrogate: 1,2-Dichloroethane-d4 23.3 µg/L 25.0 93.4 70-130
Surrogate: Toluene-d8 24.6 µg/L 25.0 98.3 70-130
Surrogate: 4-Bromofluorobenzene 24.6 µg'L 25.0 98.4 70-130
LCS Dup (B200229-BSD1) Prepared: 04/05/18 Analyzed: 04/06/18
Benzene
1,2-Dichloroethane
Ethylbenzene
Methyl tert-Butyl Ether (MTBE)
Naphthalene
Toluene
m+p Xylene
o-Xylene
Surrogate: 1,2-Dichloroethane-d4
Surrogate: Toluene-d8
Surrogate: 4-Bromofluor obenzene
10.0 0.50 µg/L 10.0 100 70-130 0.894 25
5.83 0.50 µg/L 10.0 88.3 70-130 1.14 25
10.2 0.50 µg/L 10.0 102 70-130 0.295 25
9.61 0.50 µg/L 10.0 96.1 70-130 1.89 25
5.93 0.50 µg/L 10.0 89.3 70-130 3.63 25
9.63 0.50 µg/L 10.0 96.3 70-130 1.03 25
20.0 1.0 µg/L 20.0 99.8 70-130 2.03 25
10.0 0.50 µg/L 10.0 100 70-130 0.895 25
23.8 118/1- 25.0 95.2 70-130
14.7 118/1- 25.0 98.8 70-130
24.4 µg/L 25.0 97.8 70-130
1
t
Page 9 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
COO-CESr
ANALYTICAL LABORATORY
I ilUle 01 1i0Iltelilb
39 Spruce Street' East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Analyte
Result
Reporting
Limit
Spike Source
Units Level Result %REC
%REC
Limits
RPD
RPD Limit Notes
Batch B200353 - SW-846 3005A
Blank (B200353-BLK1)
Lead
LCS (B200353-BS1)
Lead
LCS Dup (B200353-BSD1)
Lead
ND
Prepared & Analyzed: 04/06/18
0.010 mg/L
Prepared & Analyzed: 04/06/18
0.501 0.010 mg/L 0.500
100 80-120
Prepared & Analyzed: 04/06/18
0.494 0.010 mg/L 0.500
98.9 80-120 1.44 20
Page 10 of 16 1

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
cOn-tEsr
ANALYTICAL LABORATORY
I dUIC UI toUIILUI11.5
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
QUALITY CONTROL
Conventional Chemistry Parameters by EPAiAPHAiSV4-846 Methods (Total) - Quality Control
Analyte
Result
Reporting
Limit
Spike Source
Units Level Result
%REC
%REC Limits
RPD
RPD Limit Notes
Batch B199948 - SM21-22 2540D
Blank (B199948-BLK1)
Total Suspended Solids
LCS (B199948-BS1)
Total Suspended Solids
Batch B200134 - EPA 420.1
Prepared & Analyzed: 04/02/18
ND 2.5 mg/L
Prepared & Analyzed: 04/02/18
176 20 mg/L 200 88.0 66.7-117
Blank (B200134-BLK1)
Phenol
LCS (B200134-BS1)
ND 0.050 mg/L
Prepared: 04/04/18 Analyzed: 04/05/18
Prepared: 04/04/18 Analyzed: 04/05/18
Phenol
LCS Dup (B200134-BSD1)
Phenol
Batch B200328 - EPA 1664B
0.53 0.050
mg/L 0.500 107 71.1-117
Prepared: 04/04/18 Analyzed: 04/05/18
0.55
0.050 mg/L
0.500 110
71.1-117 2.81 9.35
Blank (B200328-BLK1)
Prepared & Analyzed: 04/06/18
Oil & Grease (HEM)
Blank (B200328-BLK2)
Oil & Grease (HEM)
LCS (11200328-BS1)
ND 1.4 mg/L
ND 28 mg/L
Oil & Grease (HEM)
LCS (B200328-BS2)
16
Prepared & Analyzed: 04/06/18
Prepared & Analyzed: 04/06/18
mg/L 20.0
Oil & Grease (HEM)
380
79.0 78-114
Prepared & Analyzed: 04/06/18
mg/L 400
94.0 78-114
Page 11 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
con -test -
ANALYTICAL LABORATORY
I Jule Ul VUIILCtllb
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
FLAG/QUALIFIER SUMMARY
• QC result is outside of established limits.
t Wide recovery limits established for difficult compound.
$ Wide RPD limits established for difficult compound.
Data exceeded client reccmmended or regulatory level
ND Not Detected
RL Reporting Limit is at the level of quantitation (LOQ)
DL Detection Limit is the lower limit of detection determined by the MDL study
MCL Maximum Contaminant Level
Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the
calculation which have not been rounded.
No results have been blank subtracted unless specified in the case narrative section.
RL-11 Elevated reporting limit due to high concentration of target compounds.
Page 12 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
con-tEsr
ANALYTICAL LABORATORY
1 dull'; Ut t.utILC1IL,
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CERTIFICATIONS
Certified Analyses included In this Report
Analyte Certifications
EPA 1664B in Water
Oil & Grease (HEM)
EPA 420.1 in Water
CT,MA,NH,NY,RI,NC,ME,VA
Phenol CT,MA,NH,NY,RI,NC,ME,VA
SM21-22 2540D in Water
Total Suspended Solids CT,MA,NH,NY,RI,NC,ME,VA
SM21-22 6200B in Water
Benzene NC
l,2-Dichloroethane NC
Ethylbenzene NC
Methyl tent -Butyl Ether (MTBE) NC
Naphthalene NC
Toluene NC
m p Xylene NC
o-Xylene NC
SW-846 6010C-D in Water
Lead CT,NH,NY,ME,VA,NC
The CON -TEST Environmental Laboratory operates under the following certifications and accreditation:
Code Description Number Expires
AIHA AIHA-LAP, LLC - ISO17025:2005 100033 03/1/2020
MA Massachusetts DEP M-MA100 06/30/2018
CT Connecticut Department of Publilc Health PH-0567 09/30/2019
NY New York State Department of Health 10899 NELAP 04/1/2019
NH-S New Hampshire Environmental Lab 2516 NELAP 02/5/2019
RI Rhode Island Department of Health LA000112 12/30/2018
NC North Carolina Div. of Water Quality 652 12(31/2018
NJ New Jersey DEP MA007 NELAP 06/30/2018
FL Florida Department of Health E871027 NELAP 06/30/2018
VT Vermont Department of Health Lead Laboratory LL015036 07/30/2018
ME State of Maine 2011028 06/9/2019
VA Commonwealth of Virginia 460217 12/14/2018
NH-P New Hampshire Environmental Lab 2557 NELAP 09/6/2018
VT-DW Vermont Department of Health Drinking Water VT-255716 06/12/2018
NC-DW North Carolina Department of Health 25703 07/31/2018
Page 13 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
I dUIC UI l.,U11LC11L,
Doc # 379 Rev 1_03242017
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DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
310 ucU 10 I I esur. yvuf package or shipment with FedEx Tracking
I ittile UI liUI IWI !lb
IMPORTANT!
FedEx is closely monitoring the winter storms across portions of the U.S. Learn More
i-edE x�t::l:!r1cs
7.71882256414
Ship date:
Fri 3/30/2018
Raleigh, NC US
2 Piece shipment
4) 4) 441-
Delivered
Signed for by: R.FRIO
Actual delivery:
Sat 3/31/2018 10;31 am
EAST LONGMEADOW, MA US
Travel History
AL Date/Time Activity
• 3/31/2018 - Saturday
10:31 am
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Delivered
On FedEx vehicle for delivery
At local FedEx facility
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Departed FedEx location
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9:36 pm Left FedEx origin facility
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Page 15 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
I dUltl UI %..UI Iltlf ILb
r
Client
411-11441 AiVALLY-Tit CAL_ L�EBORATORY
Login Sample Receipt Checklist - (Rejection Criteria Listing - Using Acceptance Policy) Any False
Statement will be brought to the attention of the Client - State True or False
VVA
Received By Date Time 1(33
How were the samples In Cooler No Cooler On Ice 1 No Ice
Ambient Melted Ice
Were samples within
By Gun # 5-1 --1 Actual Temp - 3. D- c"
received? Direct from Sampling
cono- tEst�
Temperature? 2-6°C 7
Was Custody Seal Intact?
Was COC Relinquished ?
By Blank #
Actual Temp -
Were Samples Tampered with?
Does Chain Agree With Samples?
T
Are there broken/leaking/loose caps on any samples? T=
Is COC in ink/ Legible? 7 Were samples received within holding time? T
Did COC include all Client 7 Analysis T Sampler Name -7
pertinent Information? Project 1D's i Collection Dates/Times ;
Are Sample labels filled out and legible? 7-
Are there Lab to Filters? Who was notified?
c- Who was notified?
k _ Who was notified?
Are there Rushes?
Are there Short Holds?
Is there enough Volume?
Is there Headspace where applicable?
Proper Media/Containers Used?
Were trip blanks received?
Do all samples have the proper pH?
Acid
MS/MSD?
Is splitting samples required?
On COC?
T
Base
,_ _.r_.�`•r?_
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r...s--t' liiii-
.:�-ice __._: -
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1 Liter Plastic
`•574_..
41S3s`na.s._.._.
16 oz Amb
.�..
Unp-
1 Liter Amb.
HCL-
lC
500 mL Amb.
t
500 mL Plastic
1
8oz Amb/Clear
Meoh-
250 mL Amb.
250 mL Plastic
I.
4oz Amb/Clear
Bisulfate-
Col./Bacteria
Flashpoint
2oz Amb/Clear
DI-
Other Plastic
Other Glass
Encore
Thiosulfate-
SOC Kit
Plastic Bag
Frozen:
Sulfuric-
, Perchlorate
Ziplock
nrIAIMBNIKM==rlirf-
Unp-
Unused Media
-r
1 Liter Plastic
_ - _ _ 1_
16 oz Amb.
1 Liter Amb.
HCL-
500 mL Amb.
500 mL Plastic
8oz Amb/Clear
Meoh-
250 mL Amb.
250 mL Plastic
4oz Amb/Clear
Bisulfate-
Col./Bacteria
Flashpoint
2oz Amb/Clear
DI-
Other Plastic
Other Glass
Encore
Thiosulfate-
SOC Kit
Plastic Bag
Frozen:
Sulfuric-
Perchlorate
Ziplock
Comments:
Page 16 of 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix V — Oil/Water Separator Specifications

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
I''
DYNA'PAK
OIL/WATER SEPARATORS
For the Removal of Both Dispersed Oils & Settleable Solids
ASTERING THE ART OF OIL/WATER SEPARATION

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
HYDRO-FLO'S
Dyna-Pak oil/water
separators provide
maximum efficiency and
higher capacities in a
compact, cost effective
package.
BASIC CONCEPTS
The basic concept used by most
manufacturers' of gravity type oil water
separators is that •materials of -different
specific gravities will rise and settle at
predictable rates. By using the basic
formulas, as outlined in Stokes Law, we
can predict the retention time necessary to
separate oil of any specific gravity and
droplet size, from any given waste stream at
the desired flow rate. The problem is that a
separator based solely on retention time
cannot effectively separate oil particles
smaller than 150 microns, and if they could
they would' be prohibitively large.
By placing certain materials in the waste
stream, the efficiencies of oil/watersepara-
tion can be greatly improved due mainly to
WITH DYNA-PAK
COALESCING
MEDIA
;IF)
DYNA-PAK
COALESCING MEDIA
impingement on their surfaces. As fine oil
droplets impinge upon the plate surfaces
they coalesce, or merge, with previous drop-
lets to produce much larger droplets. There
they continue to crow in size until they are
large enough to break free and rapidly rise
to the surface where they are skimmed or
decanted. This coalescing action allows
removal of smaller droplets than is possible
with a standard gravity separator.
The effectiveness of any coalescing media
is governed by several critical variables,
shape, density, available surface area,
velocity and direction
of flow, material of
construction, and solids
handling capabilities. A t Hydro-
Fl o we use a proprietary Dyna-Pak
cross corrugated coalescing media.
The Dyna-Pak media was designed with
consideration of all these factors. The
specific shape and spacing of the Dyna-Pak
plates provides greater coalescing
performance than any othermedia available,
while also assuring maximum protection
from blinding. The Dyna-Pak media is
molded of a highlyoleophilic (oil attracting)
material which greatly enhances our oil -
water separation capabilities.
OPERATION
INFLUENT DIFFUSION .
CHAMBER:
Flow enters the inlet chamber where it is
evenly dispersed through a non -clog dif-
fuser across the width and depth of the
Dyna-Pak. Large solids fall out of suspen-
sion here before entering the separation
chamber,
SEPARATION CHAMBER:
The separation chamber is filled with the
Dyna-Pak coalescing media. The pack cre-
ates a uniform cross -sectional resistance
which further helps disperse the flow
throughout the separation chamber. The
sinuosidial flow of wastewater through the
pack serves to promote intimate contact
between the oil droplets and the plate sur-
faces. The coalesced oil has the Ieast re-.
stricted path to exit the waste stream, and
slides to the top of the pack on the surfaces
of the
plates. Solids
entering the pack
encounter a 60 degree
angle of inclination which
is optimum for solids settling.
The solids slide down the plates
gathering both m ass and velocity as they
near the bottom of the pack and drop into
the sludge collection chamber.
SLUDGE COLLECTION
CHAMBER:
The sludge collection chamber is located
directly beneath the Dyna-Pak and pro-
vides ample volume for the settled sludge.
The sides of the chamber are sloped at 45
degrees to insure easy and complete re-
moval of the sludge. .
OIL REMOVAL:
The separated oil accumulates at the sur-
face of the separation chamber where it
displaces the water, as the oil layer in-
creases, oil automatically spills over an
adjustable oil skimming weir into an inte-
gral oil reservoir where it can either flow by
gravity or be pumped automatically to
remote storage tanks.
EFFLUENT CHAMBER:
The clean wazerleavingthe Dyna Pakflows
under the oil reservoir and up over the ad-
justable effluent weir, which maintains the
liquid level throughout the separator. As
the clean water passes over the effluent
weir it enters the effluent or clean water
chamber where itcan either flow by gravity
or be pumped automatically.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
OF OIL,
WATER
& SOLIDS
SMALL
DROPLETS
L`
LARGE
DROPLETS
OUT
• SOLIDS
VENT
otL
* Shown with
optional oil
reservior
MAJOR SECTION
MATERIALS OF
CONSTRUCTION:
Standard materials of construction include,
but are not limited to, carbon steel, stainless
steel, PVC, neoprene, schedule 40 pipe,
150# ANSI flanges, and grade 5 stainless
steel fasteners, all water tight weld joints
are double welded and tested either hydro-
statically, magnafiuxed, dye -penetrant or
other NDE methods in accordance with
current military specifications.
COATINGS:
Above grade carbon steel tanks have an
exterior surface that is prepared to a SSPC-
SP6, commercial blast, and given one (1)
coat of self priming epoxy paint (6DMT).
All steet tanks have an interior surface that
is prepared to a SSPC-SP10, near white
metal blast, and given two (2) coats of coal
tar epoxy (16 DMT). As a standard on all
buried equipment, Hydro -Flo will supply
dielectric insulators and anodes to insure
state-of-the-art corrosion protection for
years of trouble free operation.
AVAILABLE OPTIONS:
❑ Flow control packages
❑ Influent pump package
"...Overall effluent oil
content has been
reported
b CLEAN to be up to 60% lower
WATER for parallel plate
systems, with a higher
proportion
of small oil droplets
recovered"
❑ Sludge pump out package
❑ Recovered oil pump out package
0 Effluent oil content monitor
❑ Heater pacicage for freeze protection
❑ Hazardous environment upgrades
available
Cl All stainless steel construction
❑ Elevated temperature protection (For
applications over 140 Degrees F.)
❑ Special coating systems for severe
interior/exterior environments
❑ Sludge auger package
❑ Oil drag skimmer package
❑ Chemical pre and post treatment for
complex emulsions.
FEATURES:
❑ Sizes from 2 GPM to 3000 GPM
❑ Sludge collection chamber -keep media
maintenance fig
❑ Compact design -takes up less space than
competitive units
❑ Best possible oil removal without
chemical treatment
❑ Fast and easy installation
❑ Fast delivery
0 High quality -we can compare every
aspect of our equipment against any of
the competition
Design & Operation of
Oil:. Water Separators
API Publication 421, Feb. 1990
Note: Any reference to
the AP! is not meant as an
endorsement by the
American Petroleum Institute.
❑ Removes both dispersed oil (down to 10
PPM@ 20 microns) and settleable solids
❑ Custom designs for specialized
applications -no matter what your
requirements are, Hydro -Flo isyourbest
choice for oily waste solutions
APPLICATIONS:
❑ Automotive Maintenance Facilities
❑ Airports
❑ Bus terminals
❑ Bulk plants
❑ Chemical plants
❑ Cosmetic industry
❑ Electro chemical plants
❑ Fabricated metal plants
❑ Glass factories
0 Grinding and honing operations
❑ Lens grinding and polishing
❑ Military bases
❑ oil fields & Refineries
❑ Petroleum plants
❑ Pulp and paper mills
❑ Railroad yards
❑ Rolling mill quench oil
❑ Steam cleaning facilities
❑ Textile mills
❑ Tramp oil separation
❑ Truck maintenance terminals
❑ Utility companies
❑ Wire drawing operation
0 Wash racks
1

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Mastering the Art of 0i,1 /wazer beparamzion
DP-24/STL/#15/O design info
Designed flow rate = 15 GPM 0 20 microns to 34 GPM ai 30 microns
Specific gravity of the wastewaters aqueous phase a 1.0
Specific gravity of the oil phase = .85
Oil dreplet.remcval rate = 10 mg/1 of oil droplets > 20 to 30 microns
Media pack size to be 24"W x 36"D�, 4square fleet
Minimum projected surface aria a
Minimum coalescing surface area = 720 square feet
Maximum cross sectional velocity = .33 to .76 feet/min
Minimum separation chamber retention time = 29 to 10 min
Minimum sludge chamber capacity = 56 gallons
device for oil removal = Integral
oil reservoir with adjustable nil
skimming
DP--24-/STL/021i0 .desi-gn. info
o
Designed flow rate = 21 GPPI 0 20 microns -Lai 47 GPM a 30 microns
Specific gravity of the wastewaters aqueous phase = 1.0
Specific gravity of the oil phase = .85
Oil droplet removal rate = 10 mg/1 of oil droplets > 20 to 30 microns
Media pack size to be 24"W x 36"D x 48"L
Minimum projected surface area = 504 square feet
Minimum coalescing surface area = 1008 square feet
Maximum cross sectional velocity = .47 to 1.05 feet/min
Minimum separation chamber retention time = 15 to 7.418 min
Minimum sludge chamber capacity = 56 gallons
device for oil removal = Integral oil reservoir with adj rtstabl a oil
skimming weir
,e..... j.There are two oil/water separators at the site. Both are the same model listed below-�.a..
°DP-24/STL/#34/0 design info
Designed flow rate = 34 GPM S 20 microns to 77 GPM 51 30 microns
Specific gravity of the wastewaters aqueous phase = 1.0
Specific gravity of the oil phase = .85,
Oil droplet removal rate = 10 mg/1 of oil droplets > 20 to 30 micro
Media pack size to be 24"W :t 36"D x 48"L
Minimum projected surface area = 816 square feet
Minimum coalescing surface area = square feet min
Maximum crass sectional velocity '.75 to
Minimum separation chamber retention times 10 to 7.46 min
Minimum sludge chamber capacity = 56 gallons
device for oil removal = Integral oil reservoir with adjustable oil
skimming weir
"DP" SERIES COALESCING TYPE
Cross Corrugated Plate Oil/Water Separators
crr ( Sflf]' ON C17 : flt CR►' 7Z dos bggb'bRbn) t ' oN iq I
Page #1
sink Dda

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
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4) 'fl tE %QM. PLATE% 123 ESE PAESIZICA TES5 OF
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DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
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DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix VI - Shallow Tray Air Stripper Software Output

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
m
ill" ge ge ae !e N$ o f o�
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gt W ; n O n G n O n O n O a a
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Total ppb 29520 ppb ____ _ 99 ppb 0 ppb
Total VOC Lba/br - ppmv ..56 39.13 0.59 41.02 41.13 ....14 41.14
Total 94.65% 99.66% 99.97% 100.00% 100.00%
This report has been generated by ShallowTray Modeler software version IMP. This software is designed to assist a skilled operator in predicting the performance of a ShallowTray air stripping
system. Hydro Quip, Inc. is not responsible for incidental or consequential damages resulting from the improper operation of either the software or the air stripping equipment. This software is
Copyright Hydro Quip, Inc., 2015.
Report Generated: 4/17/2018 Modeler V1MP SEPT 2015
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DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
INDUCED DRAI
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Report Generated: 4/ 19/2018

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix VII — Shallow Tray Air Stripper Specifications

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
r- NOV-18-93 THU 15:38
.
North East Env Prod FAX N0. 16032987063
low profile air strippers
System Performance Estimate
01111TnL d r 1 Y11J1JDa1 h dug 1 tau.kai_
National Environmental Concentrations have been updated using
modeling based on design in 1993 and
from actual influent concentrations
collected March 30, 2018. Model 3631 is
currently installed at site.
Untreated
Oontornlnont Influent
Bonzono
Ethyl Benzene
Naphthalene
p-Xylene
Toluene
4600 ppb
3400 ppb
4400 ppb
13000 ppb
Model 3611
lfluont
water
Air(lbs/hr)
% removal
378 ppb
0..105595.
91.7862%
248 ppb
0.078810
92.6785%
aaee ppb
0.023510
20.4507%
905 ppb
0.302508
02.0440%
9000 ppb fls0 ppb
0.088339
90.5784%
Model 3621
Effluent
Water
Air(lbs/hr)
ib removal
32 ppb
0,114250
99.3253%
19 ppb
0.084562
99.484U,%
2929 ppb
0.056800
49.2762%
63 ppb
0.299697
00.6161%
Os ppb
0.096668
99.1123%
I%4U(J l 1'11yi1Y11. a e u 1.1
Water Flow Rate: 50.0
Air Flow Rate: e00
Water Temp: 50.0
Alr temp: 50.
A/W Ratio: 13 - - cu. ft/ cu. ft
Safety Factor N • ins
P. 02
del 3641
ntfluont
Wets!
Air(lbs/hr)
% removal
c1 ppb
0.115045
99.9954%
<1 ppb
0.085036
99.99%1%
944 ppb
0.091440
79.4971%
1 ppb
0.925118
00.0077%
1ppb
n.11975111
99.9921%
As requested, listed above is the modeling for the Model 3631. Bis (2-ethyl Hexyl Phthalate),
Phenanthrene, and phenol are difficult to strip and will not see much or any removal with air
stripping. 8is(2-ethyl Hexyl Phthalate) is not water soluable and has a low vapor pressure
Phenol is water soluable with a low vapor pressure and phenanthrene, in best case, will strip
apporximately 40%.
This report has been generated by ShaUorTTray Modeler software version 1.4.1. This software is designed to assista sidlled operator
Iin predating the performance of a ShalbwTray air stripping system. The software wi l accurately predict the system performance
when both the equiprnerdard the software are operated acaort#rng to the written documentation and standard operation.
Nord) East Environmental Products, Inc. camot be responsible tier inddental or consequen6d damages resulting from the improper
operation of either the software or the air stripping equipment Report generated:11/18/83
® Copyright 1992 North East Environmental Products, Inc. • 17 Technology Drive, West Lebanon, NH 03784
Voice: 603-298-7081 FAX: [phone] - All Rights Reserved.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
r
Air is vented to the
atmosphere or to vapor
phase treatment of choice.
Turbulent frothing
maximizes volariliaaEon
and scours the aeration tray,
Contaminated
water inlet.
Water travels around
the full length of the
baffled tray, becoming
progressively cleaner.
346" holes resist
fouling.
Fan blows air up
through hundreds of
holes into the water.
Treated water falls
into holding tank.
This illustration is representative of the ShallowTraf Model2611.
Protected under U.S. Patent No. 5,045,215. Other U.S. and International Patents Pending.
Photo on front coven top view of 2300 Series aeration tray in action
Photo on back coven cross section of a ShailowTray in action (full scale).
SlullowTrav is a Trademark of North East Environmental Produces, Inc.
0 1992 North East Environmental Products, Inc.
Our policy is one of continual improvement and we reserve the
Printed on recycled paper
#3 September

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Low Profile
he discreet size of a ShallowTray'' air stripper does
not advertise a contamination site. It is easily
accessed for maintenance and can be installed inside
a building. The system is also ideal as a trailer -
mounted, portable stripper for pump tests, pilot
studies, short-term cleanup, or emergency response.
There is no tower.
Treatment
The ShallowTray process
uses forced draft,
countercurrent air stripping
through baffled aeration
trays to remove volatile
organic compounds
from water.
Contaminated water is
sprayed into the inlet
chamber through a coarse
mist spray nozzle. The
:water flows over a flow
distribution weir and along
the baffled aeration tray.
Air, blown up through
M6" diameter holes in the
aeration tray, forms a froth
of bubbles generating a
large mass transfer surface
area where the contaminants are volatilized. The
necessary contact or residence time to reach
required volatilization is achieved through model
size, addition of trays, and flow rate selection.
Resistant to Fouling
ShallowTray systems are resistant to fouling
problems. Treatment trays have large'/s" diameter
aeration holes. In addition, the turbulent action of
the froth scours the surfaces of the tray reducing
build-up of oxidized iron.
If, under extreme conditions, oxidized iron
ccumulates or hardness begins to scale up, trays can
The air forms a_fro th of bubbles approxioiately
G inches deep ort the aeration tray, generating a
large mass transfer surface area where the
contaminants are volatilized.
Air is blown up through hundreds of'l r," diameter
holes in the aeration tray.
be easily cleaned through ports using a washing
wand and pressure washer. Trays can also be easily
removed for a thorough inspection and cleaning.
Full Range Turndown
Not only are ShallowTray systems forgiving of
"surprise" inorganics in the water, they also allow
operation anywhere within the rated flow range. In
fact, as the flow rate is
reduced, performance
increases. Also, as demands
change (stricter effluent
contaminant levels) so can
the ShallowTray system. Its
modular design allows for
the addition of trays which
increase the percent removal
of contaminants.
No Disposal
ShallowTray systems have
no packing or diffusers to
contend with and no costs
associated with GAC
breakthrough, fouling or
disposal and replacement.
System Size
To determine the system
size required for your sire, first identify the flow
rate. This guides you to the Shallow.Tray Series
needed. As an example, with a flow rate of 30gpm,
select the 2600 Series, which is rated for flows from
1 to 50gpm.
Next, identify the contaminants present and the
removal requirement. Generally, this determines the
number of trays required. However, the graphs in
this brochure should be used as a guideline only.
For a proposal, send us or your representative the
specifications. Request for Quotation -sheets are
available.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
�:
1 MR FLOW GAGE
AIR PRESSURE GAGE
AIR PRESSURE St�l RicH
HIGH LEVEL ALARM FLOAT SWITCH
I SAMPLE PORT
PRESSURE GAGE
TEMPERATURE GAGE
FLOW CONTROL VALVE
AIR EXHAUST
4
IIl1�
--74 In. — - —
FRONT VIEW
*Use these drawings as a guideline only. Systems are built to your project's specifications.
PREBSURSAMPLE
EGAGE
1 TEMPERATURE GAGE
P FLOW METER
Model Pictured: 3631
Options chosen for system pictured:
RIEXP Feed and Discharge pumps
1'Two NEMA 7 control panels with
alarm interlocks, motor starters and
intrinsically safe relays for the
ShallowTray system,.as well as
EXP controls for two well pumps,
an oil water separator and surge
tank
NEMA 7 main disconnect switch
ILow air pressure alarm switch
I High.water level alarm switch
(''Discharge pump level switch
g Water pressure gauges
C6Digital water flow indicator and
totalizer
i6- Air flow meter
rTemperature gauges
I"Line sampling ports
yI73....ET BLOWER
10-WE In. OD
r T
AERATION TRAY 1
® �a t
12In.
AERATION TRAY
1
12In
AERATION TRAY
12
AERATION TRAY
=I= 0
DRAIN
0 VALVE
HOLDING TAM(
SKID MOUNT FRAME [ sap MOUNT FRAME
1- , n...
RIGHT SIDE VIEW
991n.

DocuSign Envelope ID: CE5C4A53-4169-41CD-A136-094D4CF4F5BA
I.
fT
flow :1; min. approx.
Models. rate 'trays width . length height cfm tbs.
3611 1-75gpm 1
56'2" 5'3" 900 1240
3621 1-75gpm 2 5' 6'2" 6'3" 900 1440
3631 1-75gpm 3 5' 6'2" 73" 900 1640
3641 1-75gpm 4 5' 6'2" 8'3" 900 1840
ow profile air strippers
f
3600 AERATION TRAY
:11
. ,
, . .. . ..
• • • • ..... '
(t)
' . .
oinitro
D
.... •••••
....
. ......
.........
0•
TOP VIEW
Percent Removal vs. Flow Rate
Percent Removal
5112
09
TCE
Benzene
9I —
00-
50
so -
100
019
Four Trays
TCE
...............
• Benzene
." •
OL6
O 0.3
so
00
00
90
0
• •
ts.,MTBE
•
i
Three Trays;
100-
009 —
ILO-
090—
so-
113 -
90
MTBE
-
3° Two Trays
TCE •
.....
4.
4.
..-'••• • Benzene
103 -99.9
090 -
es
so -
n-
olo- -
so
•11••••,...4
E
%ft
''"
4.
MTBE
ft. Benzene
cl• One Tray
aln 70 1;.2
Percent or Rated GPM
3600
The graphs represent approximate removal efficiencies. Use the
ShalfowTraylm modeling program to calculate expected performance.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix VIII — Particulate Filter Specifications

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
TEll
Bag Filter Vessels

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
FSF214•2 f Shown with
Clam Shell Pneumatic
Lid Lifter
FSI Bag Filter Vessels are designed, built and stamped to meet code requirements in our own
ASME code manufacturing facilities. Features like the single -gasket seal, permanent piping and
sturdy perforated metal baskets as standard equipment provide durable and consistent
performance. Positive bag hold down is an integral part of the lid. Our advanced basket design
eliminates the need for under -basket gaskets. Swing -out cover bolts with eyenuts simplify the
bag changing operation, while our (optional) Displacement Floats reduce spillage and ensure
proper seating of the bag.
Of course, all FSI Bag Filter Vessels are fully compatible with conventional ring type bags as well
as FSI Polyloce bags, which feature the most advanced sealing device on the market today.
Standard Features
• Completely cleanable; easy cleaning access
• Full ports for unrestricted flow
• Sturdy baskets standard (no gasket required)
• Single gasket lid seal
• Positive bag sealing
• Carbon Steel or 304 SS housing standard;
316 SS available on request
Options
• Titanium, Hastelloy B&C, and Alloy 20
available on request
• Coatings available
• Heavy duty baskets available
• Additional connections including
Sanitary Fittings and Socket Weld
are available
Polyloc snap tight bag seat
Permanent piping
(in -line models available)
Hinged cover and swing -
out bolts with eyenols
STANDARD FILTER VESSELS
Nodal No. No. of Gags Gag Size. No. Surface Area Surface Area lull & faax Floe;
P.:r0uq. Ft. Pnrv,,sv I. Ft. Outlet Size fiat!. GPf.7
FSP41-20
FSFM!-35
FSPN-40
FSPN-85
FSPN-250
FSPN-252
FSPN-355
FSPN 800
FSPN-1000
FSPN-1100
FSPN-1300
FSPN-2000
FSPN-2200
FSPN-2500
FSPN-3000
FSPN-3500
FSPN-4000
FSPN-42t10
FSPN-4500
FSPN-4800
FSPN-5000
1
1
1
1
2
2
3
4
5
6
7
8
9
10
12
14
16
18
20
22
24
3
4
1
2
2
2
2
2
2
2
T
2
2
2
2
2
2
2
2
2
2
0.5
1.0
2.0
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4,4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
0.5
1.0
2.0
4.4
8.8
8.8
13.2
17.6
22.0
26.4
30.8
35.2
39.6
44.0
52.8
61.6
70.4
79.2
88.0
96.8
105.6
2.'
3"-4"
3"-4"
3"-G"
4" 6"
4"8"
4"-8"
6"-8"
6"-8"
6"-8"
6..8.
8". 10"
10"-12"
10"-ir
10"-14"
10"-14'
10"-14"
10"-14"
25
45
90
200
400
400
600
800
1000
1200
140P
1600
1800
21010
2400
2800
3200
3600
4006
4400
4800
'Maximum flow rate is based on aqueous flow at 1.0 P51 AP dean. Inlet and outlet pipe sizes can be changed to meet customer requirements.
STANDARD EASY OPEN LID VESSELS
tudrl Flo. No. of Gags Gay Si?• NO Surface. At to Surface !boa I111, t & May. Flint
Pcr Oat . Ft: Per vcsscl, f 1. Outlet Saa Ha1c. GI'A.1
FSPZ-800
FSPZ-1000
FSPZ-1100
iSPZ-1300
t SPZ-7,t000
FSPZ . t25tt
(SPZ-2500
FSPZ-3000
FSPZ-3500
FSPZ-4000
FSPZ-4200
FSPZ-4500
FSPZ-4800
ASPZ-5000
4
5
8
7
8
9
10
12
14
16
18
20
2
24
2
2
2
t
2
2
2
2
2
2
2
2
9.4
4.4
4.4
4.4
4.4
(4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
1/.6
22.0
26.4
30.8
35.2
39.6
44.0
52.0
61.6
70.4
79.2
88.0
96.8
105.6
4"-6"
4".8-
4•-8"
6"-8"
6"-8"
6--8"
6"-8"
8"-10"
10"-12"
10"-12"
10"-14"
10•-14"
10"-14"
10--14"
800
1000
1200
1400
1600
1800
2000
2400
2800
3200
3600
4000
4400
4800
'Maximum Paw rate is based an aqueous flow at 1.0 PSI AP clean. Inlet and outlet pipe sines can be changed to meet castanet requirements.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
BFN Vessels: Your Cost Effective Alternative
FSI, the acknowledged leader in liquid bag filtration equipment, is pleased to
offer its new BFN Series bag filter vessels for quality filtration in
economical applications.
BFN vessels are available in Carbon Steel and 304 SS; 316 SS available on request.
Standard Features
• Maximum working pressure BFN 11,12-150 PSI, BFN 13,14-150 and 300 PSI
• Single gasket cover seal
• Gasket materials available include BUNA N, Neoprene EPR, Viton, Viton Teflon
Encapsulated (others on request)
• 304 SS perforated basket for up to 75 PSI differential
• Two inlet/outlet configurations
• Same side inlet/outlet for easy manifolding
• Low pressure drops
• Variety of connections available in either NPT or flange
BFN 11, 12-1", 1 1/4", 1 1/2", 2", 21/2°', 3', 4'
BFN 13, 14-1", 1 1/4", 1 1/2", 2"
• Permanently piped housing
• Available with extra length legs, evacuation float
Options
• Heavy duty baskets available
• Additional connections including Sanitary Fittings and
Socket Weld are available
• BFNC 11,12 ASME code versions available
BFN VESSELS
Modal No. No. of Bags Baq Sizc No. Sunoco AI W1 Standard rtax GPM
I'cr Bat. Ft 2 Inlet Outlul
ItFN 11
IFN 12
6FN 13
11FN14 1
1
1
2
3
4
2.0
4.4
0.5
i.0
2'
1"
1"
100
20
25
45
"Maximum Dow rate is bases an aqueous flow at 1.0 PS AP clean through vessel only without bags installed.
▪ FSPN-3500 Available in standard in -line configuration
(shown) or side outlet. Custom styles available on
request. Features single -gasket seal, easy access
cleaning and sturdy baskets. Uses 14 size 2 filter bags.
Hydraulic lid lifter is recommended on 14 bag vessels
and larger.
• FSPN-250 Features single -gasket seal and sturdy
baskets. Uses two size 2 filter bags.
FSPN-85 Uses one size 2 bag. Our most popular vessel.
Ideal for batch or continuous applications in paint and
resin plants.
FSPN-40 Up to 4" full port that permits non -restricted
flow. Side in, bottom out design shown; other outlet
configurations available. Designed for continuous flow or
small batch operations. Uses one size 1 filter bag. Shown
with optional adjustable legs.
FSPN-35 Miniature single bag filter vessel designed for
continuous flow or small batch operations.
Uses one size 4 bag.
See back cover for ordering information.
INIE710U1LET CONFIGURATIONS AVAIIAOE
t un
111
SW6 STYLE 2
SIDE INSIDE our SIDE IN10011011 OUT
arse

DocuSign Envelope ID: CE5C4A53-41 B9-41 CD-A136-094D4CF4F5BA
Ordering Information
To order, use the abbreviations from the charts shown on this page.
The charts are color coded for your convenience.
Single Bag Example
FSPN-85
304 150 2FLG
5
2
COATED
These codes describe the following vessel: FSPN-85 Model No. - 304 SS construction -150 PSI pressure rating - 2" flange connection - Inlet/Outlet Style 2,
Side in/Bottom out - Coated
Multi Bag Example
FSPN-2500 CS
�. 4
150 8
INLINE
tMIE
1/16 CA
These codes describe the following vessel: FSPN-2500 Model No. - Carbon Steel construction -150 PSI pressure rating - 8" flange connection - Inline Inlet/
Outlet - 1/16" corrosion allowance
BFN Example
2
BFN
P
4• -
12 304 150
6
2FLG
6
These codes describe the following vessel: BFN model series - Polyloc bag style - holds one size 2 bag - 304 SS construction -150 PSI pressure rating -
2'° flange connection - Inlet/Outlet Style 6, Side in/Side out, offset
SINGLE BAG
�tI Nu
FSPN-20
FSPN-35
FSPN-40
FSPN-85
CS - Carbon Steel
304 - 304 Stainless Steel
316 - 316 Stainless Steel
E inlet'0atlei Configuration
1 - Side In/Side Out - Inline
2 - Side In/Bottom Out
6 - Side In/Side Out - Offset
1- Side In/Side Out - Inline
2 - Side In/Bottom Out
3 - Side InIBattam Out - 90'
Elbow
IMIMIMINEW
150-150PSI
300 - 300 PSI
XXX - Customer Specified
1 NPT
1'A NPT
1 NPT
1/4NPT
I'12 NPT
2NPT
21/2 NPT
3 NPT
FSPN-20 & FSPN-35
1 '/2 NPT
2 NPT
FSPN-40 & f i4-85
1 FLG
1 FLG
11/2 FLG
2 FLG
2'/2 FLG
3 FLG
4 FLG
b Options
CA - Corrosion Allowance
Coated
PS1- Partial Jacket
FSJ - Full Jacket
MULTI BAG
FSPII.250
FSPN-252
FSPN355
FSPN-800
FSPN-1000
FSP41-1100
FSPN-1300
FSPN-2000
FSPN-2200
FSPN-2500
FSPN-3000
FSPN-3500
FSPN-4000
FSPN-4200
FSPN-4500
FSPN-4800
FSPN-5000
CS - Caton Steel
304 - 304 Stainless Steel
316 - 316 Stainless Steel
5 Cau'ect n i ype
Inline
Side Oct
4 Connection Size
3"- 4" FLG
3"- 4" FLG
3"- 6" FLG
4"- 6" FLG
4"- 8" FLG
4"- 8" FLG
6"- 8" FLG
6"- 8" FLG
6"- 8" FLG
8"-10" FLG
8"- 10" FLG
10"-12" FLG
10"- 12" FLG
10"- 14" FLG
10°- 14" FLG
10"-14" FLG
10"-14" FLG
100-100 PSI
150-150PSI
300 - 300 PSI
!DX - Customer Specified
6 Open!.
CA - Corrosion Allowance
Coated
PS1 - Partial Jacket
FSJ - Full Jacket
Filter Specialists, Inc.
BFN
11=(1)/1
12=(1)fi2
13=(1)#3
14=(1)#4
4 kfalL a4 Carest.
CS -Carbon Steel
304 - 304 Stainless Steel
316 - 316 Stainless Steel
2 Bag Style
P - Polyloc
S - Snap Ring
2 - Side In/Bottom Out
6 - Side In/Side Out - Offset
f, Pressure Rating
150 -150 PSI
300 - 300 PSI
6 Connection Size and Type
1 NPT
11/4 NPT
11/z NPT
2NPT
21/z NPT
3NPT
1 FLG
11/4 FLG
11/z FLG
2 FLG
21/z FLG
3 FLG
4 FLG
FSI's "comprehensive manufacturing control" philosophy ensures that
we will maintain our status as the industry leader in al! phases of the
filter business. For more information, technical consultation or details
about our design capability, contact your FSI representative or our
headquarters in Michigan Carty, Indiana.
ISO CERTIFIED
TO LEARN MORE ABOUT FILTER SPECIALISTS PRODUCTS, CONTACT ONE OF THE OFFICES OR VISIT OUR WEBSITE AT: http://www.fsifilters.com
USA
FILTER SPECIALISTS, INC.
SHIP: 100 Anchor Road
Michigan City, IN 46360
MAIL: P. 0. Box 735
Michigan City, IN 46361
Phone: [phone]
800-348-3205
Fax: [phone]
Europe
FILTER SPECIALISTS INTERNATIONAL GMBH
Balterweg 3.1
D-65817 Eppstein-Bremthal
Germany
Phone: [phone]
Fax: [phone]
Central America
FSI de MEXICO
S. de R.L. de C.V.
Centeno 119-A
Granjas Esmerelda
Iztapalapa, Mexico D.F. C.P. 09810
Phone: [phone]
Fax: [phone]
South America
FSI SUL AMERICANA INDUSTRIAS
Rua 0neda
671 Bairro Planalto
Sao Bernardo Do Campo
Sao Paulo, Brazil
Cep 09895-280
Phone: [phone]
Fax: [phone]
There are no emiessedorimpliedwarranties,IncludingtheImpliedwanantyofiner1nantabftyandfitnessforaparticularpurposenotspecifchereinrespectingd>uagreerne nttartheproductbeingsoldtweunderortheserviceprovidedherein.
BFV-015-1001

DocuSign Envelope I CE5�4� 4�� i-A136� �4F5B�i�Y gle Liquid BaBag
Housing
flow rates to 220 g.p.m.
Krystil Klear's model 88 Single Series of Liquid Bag
Housings offer two depths, a 15" and a. 30" housing
depending upon the needed surface area and volume of
fluid to be filtered.
FEATURES
► Carbon, 304, or 316 stainless steel material
► 150 PSI pressure rating
► Low pressure drop
► Quick swing closure with eye nuts
■ Viton seals - lid & basket
► Differential, drain, and vent ports
■ Adjustable support legs
■ 316 stainless steel strainer basket
■ 2-part epoxy paint finish on carbon vessels
Our 88 series effectively removes dirt, pipe scale, and other
contaminants from process liquids such as water, chemical and
petroleum products. Quality construction and design assure
protection for all down -stream equipment.
VESSEL CONSTRUCTION: Our model 88 single vessels are
designed for operating up to 150 PSI at 300°F. The housing design
provides a large sump area at the bottom of the basket for
particulate accumulation. This design utilizes the filter more
efficiently and prolongs the element life.
The 316 S.S. basket seals onto a viton o-ring to eliminate particulate bypass between the basket and seat. Optional
mesh -lined strainer baskets and o-rings are available. Please refer to their individual brochures in our liquid
catalog.
A vent in the housing lid and a drain port in the housing speed evacuation and filling. Gauge ports are located
on the body of the housing to install gauges for monitoring the differential pressure across the bag. Permanently
piped housings are opened with simple tools without disturbing the piping. Swing bolts with eye -nuts allow easy
opening and closing of the swing -lid. No need to remove any hardware.
As a standard finish, all vessels are blast cleaned and painted inside and out with a 2-part epoxy. Stainless steel
vessels are supplied with a satin finish.

DocuSign Envelope ID: C E5C4A53-41 B9-41 CD-A136-094D4CF4F5BA
tNP') (150 Ib. A,N.SJ.) (NPt)
A-1 ,;cnt
OUT
OUT
emo■uvmmo
A-n
Flanged
(150 lb, A.N.S.1.)
-
OUT (BUT
Gmtee
ML Path
K 04 aa11a
Threaded
(NNPT) Ve01
J " OUT
NPT Styk "A"
with customer's elbow
Flanged
(ISO lb. A.N.S.I.
rB
r
OUT
All dimensions are. approximate
gl1111MBEEME
3dt37.2
2 '1 r,7 347 75 70 247 262,34 257 23 t(s
s'tr PS
- 3 54 7 1 to 7 26. ti 7.0 24.7 . ! 0 26 3 3.1 1 %kid CO 3
269 3.8 ►.i
1
iJ
71
24 7
26.6
79
24 7
29 1
6.3
EASY ,.
swing baits
Cont sit : s±
n
lead 4 , f,
N
33d5S.
Stainer
Butt
swims
L88
.Oelog
Seal
Btstot acing
tr
F
1 0,
r ,1
aeon
Lipid
2
4
Adjustable support legs have 12" bolt circle and a lb" height adjustment.
Housing Operation:
Unfiltered liquid enters the housing above the filter bag or strainer
basket: flows down into the housing; and continues through the
element, Solids are trapped inside the filter bag or strainer and
easily removed when the housing is serviced. Ow standard asittig
seal between the basket and the housing ensures a positive seal to
prevent bypass.
53
5.4
6.7
7.1
36.2
36.2
37 4 j7.0
38.0
7.0
36:2't
37r7'
39 2
5.0
38 7
2.3
3,1
5.4
7.1
36.2Y
38.117.O,
36.2
40.6
6.3
38.9
3.8
125.
145a
Aid
al.
Basket data for Model 88 with flow rates to 220 :fon
I :j`IIf �.'IIIIno1
11i14.1161, 1
13
30
71,I I1�i ICI
I 1
MEM
6.7
l
4.4
5(l0
1000
Building a Part Number:
15 2 A
15
I IusasiilL `,'Isulcl .i
I;;1SLVI Sits' i9111
('coati Sir. I:iI1
Conn 1'%1*0
011110 Lu1 Ili&11
1.1cn1_rtJl
PSI
1:88
I+
I
hl' I h.[3
Styli: A
{orlon=lr`
15ll 15
3
3L'4SS.--1
4
C
3.16S S=t;,
SPECIFICATIONS
1-lousing lid has a 3-bolt swing closure with a vent port. Connections are (J inch (NPTXFLO) with a (side inlet and bottom
outictxsidc inlet and side outictXsidc inlet and 90° bottom outlet). Housing is supplied with two differential pressure ports to
measure the differential pressure across the filter bag. A two-part epoxy finish is applied on the carbon steel vessels to maximize
the life of the housing; stainless steel vessels are supplied with a satin finish. Basket material is constructed of 316 stainless steel
with 9164"' perforations to act as a strainer or to accept a #1 or #2 size liquid bag, Basket seals onto a Viton o-ring in the basket
support. Adjustable tripod leg assembly is supplied with housing. Vessels are rated at a 150 pounds per square inch design.
stil ear tration
Div. Of Geyer's Mfg. & Design, Inc.
9449 S. 550 W. Phone: [phone]
Winamac, IN 46996 Fax: [phone]
[e-mail] web site: KrYystilKlear.cor
Distributed by;
,�.1tar+ry,�
A Pyramid Technologies
Ask 467 Forrest Park Cir
Frm klitt, TN 37064
615-599-4190

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix IX — Carbon Vessel Specifications

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Q4RRt3NAIR
Temporary Water Treatment Services Carbon • Rental • Service
7500 Boone Ave N, Suite 101, Brooklyn Park, MN 55428 Ph: 800-526-4999 Fax: [phone] www.carbonair.com
Virgin Granular Coal Based Carbon (Liquid Phase)
Carbonair's virgin granular coal based carbon is manufactured from selected grades of
bituminous coal which give high adsorption surface area with a broad pore size distribution
(micropore, mesopore, and macropore). This carbon is recommended for a variety of organic
hydrocarbons in molecular size.
Typical Applications
Groundwater, wastewater, potable water, liquid process purification, decolorization, and
dechlorination.
Typical Contaminants
Petroleum hydrocarbons such as MTBE, BTEX (benzene, toluene, ethylbenzene, xylenes),
butylbenzene, isopropylbenzene, isopropylether, propylbenzene, styrene, trimethylbenzene,
tetraethyl lead (TEL), low molecular weight PAHs (polyaromatic hydrocarbons such as
naphthalene, methylnaphthalene) and high molecular wieght PAHs (fluoranthene, phenanthrene,
and pyrene).
Chlorinated and brominated hydrocarbons such as bromoform, bromodichloromethane,
carbontetrachloride, chlorodibromomethane, chloroform, dibromochloropropane, dichloroethene
(DCE), dichloroethane (DCA), ethylenedibromide, trichloroethane (TCA), trichloroethene
(TCE), tetrachloroethane, and tetrachloroethene (PCE), and polychlorinated biphenyls (PCBs).
Other organic compounds such as dyes, pesticides, herbicides, insecticides, explosives, phenols,
pentachlorophenols, and PCBs.
Inorganic compounds such as chlorine and chloramines.
Typical Physical Properties*
Iodine Number
Molasses Number
Apparent density (dense packing)
Abrasion Number (Ro-Tap)
Moisture Content (as packed)
Mesh Size
900 (minimum)
200 (minimum)
27-31 lbs/ft3
75 (minimum)
2% (maximum)
8x30, 12x40
* Please consult with Carbonair for your specific application.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Call: 1.877.759.8143
rcA!
Home Equipment Rentals
Equipment for Sale Services
Products for Sale: Liquid Phase Carbon Vessels
About Carbonair Careers
Carbonair's PC Series, MPC Series, and LPC Series liquid phase carbon vessels are designed for the removal of
dissolved contaminants from liquid streams. With flow ranges up to 550 gpm per unit and carbon capacities up to
20,000, Carbonair can provide the liquid phase carbon vessel to meet your needs. Click here for specifications
for our fiberglass PC Series,steel PC Series, MPC Series, and LPC Series of liquid phase carbon adsorption
filters. For more information on Liquid Phase Carbon and Specialty Media available from Carbonair.
PC Series Liquid Phase Carbon Vessels
Contact Us
Carbonair's PC Series Liquid Phase Filter Vessels are designed and manufactured in accordance with engineering standards set forth by the
American Society of Mechanical Engineers (ASME). The materials used in construction are in accordance with standards established by AWWA,
FDA and EPA. The PC Series vessels are ideal for applications that require pressure ratings of greater than 75 PSI. Typical applications for this line
of filters include municipal drinking water treatment, industrial wastewater treatment and groundwater remediation.
Specs
Model PC1 PC3 PC5
Diameter 1' 2' 2'-6"
-0„ -0"
Height (feet) 4' 4' 6'-0"
-4"
Bed Area (Square 1.1 2.4 4.9
Feet)
Nominal Flow 10 20 50
Rate (gpm)
Carbon Capacity 90 250 500
(pounds)
Connections 1" 1" 2"
Design Pressure 150 150 90
(psi)
Weight Empty 23 80 780
(pounds)
Weight Loaded 113 330 1280
(pounds)
Operating Weight 290 805 2670
(pounds)
225 650 1900
PC7
3'
6,-O„
7
75
1000
2"
90
980
1980
3670
3230
PC13 PC20 PC28 PC50 PC78
4' 5' 6' 8' 10'
MPC Series Liquid Phase
Carbon Vessels
8'-4" 8'-5" 12'-5" 13'-3" 17'-7" Carbonair's MPC Series Liquid Phase Carbon
Vessels are high quality filters ideal for
12.6 19.5 28 50 78.5 groundwater remediation, particularly in
applications where the vessels must be moved
periodically. All MPC Carbon Vessels are
equipped with lifting eyes and forklift tubes
allowing for easy movement of these vessels on
site or in a facility. They have a lower profile than
the PC Series vessels making them more compact
and easy to ship. MPC Series carbon vessels have
90 75 75 75 75 pressure ratings ranging from 75 PSI to 90 PSI.
100 150
250
300
550
1500 2500 5000 10,000 20,000
2"
3"
4"
6"
6"
1230 1800 3150 8100 10,900
2730 4300 8150 18,100 30,900
6150 9200 17,450 40,600 75,600
4600 7400 14,400 30,520 55,750
LPC Series Liquid Phase
Carbon Vessels

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Carbon Adsorber—Liquid Phase
PC 7
12" x 16"
MAN WAY
42"
6" x 8"
HAND HOLE
42"
36" O.D.
TOP VIEW
1.6
m 1.4
1.2
O 1.0
• 0.8
g 0.6
0.4
d 0.2
0.0
Pressure Drop for PC7
5 10 15 20 25 30 35 40 45 50
Flow Rate (gpm)
3" PIPE COUPLING
(CARBON SLURRY IN)
LIFT LUG (2)
2" PIPE FLANGE
(INFLUENT)
91 1/4"
2" PIPE FLANGE
(EFFLUENT)
32"
3" X 150# BLIND FLANGE
3" X 150# STODDING FLANGE
(CARBON SLURRY OUT)
ELEVATION / FRONT VIEW
Sales Drawing #121140
03/22/05
() CARBONAIR 2005

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Appendix X — Specification of Other Components

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
cP•
CLOSE COUPLED CENTRIFUGAL
MOTOR PUMPS
PE EC
(ALL IRON & CIBF)
TYPE EIOOB,
(ALL rRONZE)
APPLICATIONS
INDUSTRY —Coolant pumps, hot and cold water
circulating pumps, chemical transfer pumps,
booster pumps.
O.E.M.—Circulating, washers, booster, towers and
evaporating condensers, coolants.
FEATURES
• Compact close coupled design using standard
NEMA 56C motors.
• Back pull-out design for easy serviceability.
• 303 Stainless Steel shaft standard.
• Mechanical Seal: Type 6A Buna, carbon vs
ceramic single seal standard. (75 PSI MAX.)
• Type 21 Viton and Type 9 Teflon single seals
optional. Other seal faces and elastomers
available. (200 PSI MAX.)
Type EC Features:
• Sizes: 1"x1%"x5"(EC100)and 1%"x2"x5"
(EC150).
• Double Type 21 Viton, Neoprene or EPR seals
optional.
• Seal Flush, seal quench optional.
Type MOB Features:
• All cast bronze construction.
• Size: 1" x 1'/4" x 5"
• Seal flush optional.
• Double Type 21 Viton, Neoprene or EPR
seals optional.
ALSO AVAILABLE AS:
with AIR MOTOR DRIVE
(see Bulletin #127)
DOUBLE SEAL OPTION
316 STAINLESS STEEL
Equivalent models.
TYPE SC
(see Bulletin #F109)

Dnci!Sinn Fn,pinnp in: CESC4A1-41B9-41CD-A136-094D4CF4F5BA
I HFOHMANCE CURVES
H■ .!■
■■H■
1 1 ' 1 I I ,.
..■
.■.■..
. _
NMI
�
. 3600 R.RM.:
man'
(nominal speed)
4.94 Itrip.aOI
.
WIPP
, f
■■E■ pumilm..*�
ri#ur
i!"m91"`4®�
EC100
& E100-B
wifiranlini.--
......."1„....„
4114.
40
rr.HH
it 96R�■�
�■
�
: r -
■
■
i
r
MILE
.EEEErE
E=MEEEr
iiiu■ici�■■
#.�#�
1+��}
risrH 0
En
■■■■■er ■r p■■■■■■■HEH■
0
10
20
30
40 —66 60
80
2
90
1:. •
5
25
20
EC100-25
& E100-25B
1800 R.P.M.
• (nominai speed)
I
_ 20 25 30 35 40
U.S. GALLONS PER MINUTE
EC100-150
EC100-100
EC100-75
EC100-50
EC100-33
U.S. GALLONS PER MINUTE
*Note: E100-75B and EC100-76CI BF Impeller diamete: Is 4 25'
Note 0ottod lines Show HP requlrea on 1 U 5G hqund Pumps wtlh enclosed motors {Ea .apt ECIOO.25. EIOn-250 in EC160 modem) via ba SUPPliertYntn Ih4 010410001040,
11111==1 �� 1800 R RM.
ro■■■E■ -f (nominal speed)
dir
eilieniffilmmmunAl
10 20
40 50
60 70 80
U.S. GALLONS PER MINUTE
EC150-300
EC150-200
EC150-150
r0riag .._ Imp Dia.
■Hilli#if r t
.. t
- - 36'00 R.P.M.
.�--
(nominal speed)
■Hm■■■■iipira.
_'
4.059""11"U1I
!I
_�JE
�n�ll
3.75 -
ills
i8
—r.rr■m■■
w-144
-EM
sf mmnu1
I
M1VHll■
■�..:
15�1i
'dial
•
Isis
®—.24pirEiiiif
#E#E#
H■H■EH■
MOM
MUME•EHE■HE
■ENM NNE
0 20 40 60 80 100 120 140 160 180
US . GALLONS PER MINUTE
DIMENSIONS —in inches:
AG Dimensions based on %a-115/230 V motors.
AG C-1 Z—
PARTS LIST
A Impeller
Sizes' 25
50
75
100
2200
300
B. Volute
C. Volute Botts
O. Pipe Plugs (2 rod.)
E. Bracket
E Motor Botts (4 Rd.' G. Gasket, Synthetic Fle1
H. Shah wtth Set Screws
J. Slinger
1L Mechanical Seal
Buns IBA (Slandardl
Viton T.6A
Tenon 19
Neoprene w/Nifeslst Seat T.6A
E.P.B. T.6A
DOUBLE SEAL rrqq
Neoprene 1:21(2)rgd.a
E.P.B. T..2112 rqd.)
D.S. Seal Cover
D.S Seal Cover Gasket
Seal Cover Bolts (3 rod.)
EC100
Al CIBF
021
0218
0220
0222
0224
0216
0217
0219
0221
0223
0225
0217
0214
0573 (4 rqd.i
0557
0212
0588
EC150
Al CIBF
(Specify 111m)
0231
0258
0231 0258
0231 0258
(1Ie0
0573
�� rqd.)
1180
005506
0522 1
0 59
1150
0875
09840985
3
0973
0258
Model No.
Approx. ODP
AG Ship Wght. Dlsch. Suct. CDL X Y Z
EC100 & E100B
Sizes: 25
33
"!. 50
75
100
150
7% 34#
Et% 35#
8N 36# 1 1'% 513/15 3'/4 47/e 3% 1% 2%
9% 39#
9% 43#
10% 49#
EC150-33
EC150-150
EC150-200
EC150-300
834 45#
10%2 57# 1% 2 6%, 3%
12% 65#
3% 1% 3%
E10011
0217
0219
0221
0223
0225
0217
0216
037614 rqd.)
0213058
6
0592
K Doul2l® Seal
r �

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
VI 'LIVV1 VJ I1rJ11\V11611 JIUJ
CR, CRN
GB Installation and operating instructions
jD Montage- and Betriebsanleitung
c Notice d'installation et d'entretien
01 Istruzioni di installazione e funzionamento
0E Instrucciones de instalacibn y funcionamiento
© Instrucoes de instalagao e funcionamento
GR 05gyicq EvarrsioTaogc KM AEIToupylac
Nl. Installatie- en bedieningsinstructies
j9 Monterings- och driftsinstruktion
SF Asennus- ja kayttoohjeet
DK Monterings- og driftsinstruktion
er21f7■WWI Ut =iriiC•

DocuSign Envelope ID: CE5C4A53-41 B9-41 CD-A136-094D4CF4F5BA
We GRUNDFOS declare under our sole responsibility that the products CR and
CRN, to which this declaration relates, are in conformity with the Council Direc-
tives on the approximation of the laws of the EC Member States relating to
- Machinery (98/37/EC).
Standard used: EN 292.
- Electromagnetic compatibility (89/336/EEC).
Standards used: EN 61 000-6-2 and EN 61 000-6-3.
- Electrical equipment designed for use within certain voltage limits
(73/23/EEC) [95].
Standards used: EN 60 335-1 and EN 60 335-2-51.
Konform itatserkla ru n g
Wir GRUNDFOS erklaren in alleiniger Verantwortung, dab die Produkte CR and
CRN, auf die sich diese Erklarung bezieht, mit den folgenden Richtlinien des
Rates zur Angleichung der Rechtsvorschriften der EG-Mitgliedstaaten uberein-
stimmen:
- Maschinen (98/37/EG).
Norm, die verwendet wurde: EN 292.
- Elektromagnetische Vertraglichkeit (89/336/EWG).
Normen, die verwendet wurden: EN 61 000-6-2 and EN 61 000-6-3.
- Elektrische Betriebsmittel zur Verwendung innerhalb bestimmter
Spannungsgrenzen (73/23/EWG) [95].
Normen, die verwendet wurden: EN 60 335-1 and EN 60 335-2-51.
Declaration de Conformite
Nous GRUNDFOS declarons sous notre seule responsabilite que les produits
CR et CRN auxquels se refere cette declaration sont conformes aux Directives
du Conseil concernant le rapprochement des legislations des Etats membres CE
relatives a
- Machines (98/37/CE).
Standard utilise: EN 292.
- Compatibilite electromagnetique (89/336/CEE).
Standards utilises: EN 61 000-6-2 et EN 61 000-6-3.
- Materiel electrique destine a employer dans certaines limites de
tension (73/23/CEE) [95].
Standards utilises: EN 60 335-1 et EN 60 335-2-51.
Dichiarazione di Conformite
Noi GRUNDFOS dichiariamo sotto la nostra esclusiva responsabilite the i pro-
dotti CR e CRN, ai quali questa dichiarazione si riferisce, sono conformi alle
Direttive del consiglio concernenti it ravvicinamento delle legislazioni degli Stati
membri CE relative a
- Macchine (98/37/CE).
Standard usato: EN 292.
- Compatibilite elettromagnetica (89/336/CEE).
Standard usati: EN 61 000-6-2 e EN 61 000-6-3.
- Materiale elettrico destinato ad essere utilizzato entro certi limiti di
tensione (73/23/CEE) [95].
Standard usati: EN 60 335-1 e EN 60 335-2-51.
Declaracion de Conformidad
Nosotros GRUNDFOS declaramos bajo nuestra (mica responsabilidad que los
productos CR y CRN a los cuales se refiere esta declaracion son conformes con
las Directivas del Consejo relativas a la aproximacion de las legislaciones de los
Estados Miembros de la CE sobre
- Maquinas (98/37/CE).
Norma aplicada: EN 292.
- Compatibilidad electromagnetica (89/336/CEE).
Normas aplicadas: EN 61 000-6-2 y EN 61 000-6-3.
- Material electrico destinado a utilizarse con determinados limites de tension
(73/23/CEE) [95].
Normas aplicadas: EN 60 335-1 y EN 60 335-2-51.
DeclaraFao de Conformidade
Nos GRUNDFOS declaramos sob nossa unica responsabilidade que os produtos
CR e CRN aos quais se refere esta declaracao estao em conformidade com as
Directivas do Conselho das Comunidades Europeias relativas a aproximagao das
legislagoes dos Estados Membros respeitantes
- Maquinas (98/37/CE).
Norma utilizada: EN 292.
- Compatibilidade electromagnetica (89/336/CEE).
Normas utilizadas: EN 61 000-6-2 e EN 61 000-6-3.
- Material electrico destinado a ser utilizado dentro de certos limites de ten-
sao (73/23/CEE) [95].
Normas utilizadas: EN 60 335-1 e EN 60 335-2-51.
MAwaln Fuppop(Pwar1c
Eµets n GRUNDFOS Snxtilvouµs µe anoidierattat SIKti pas cu0uvn on -pa
npotovra CR Kat CRN ouppopq.wvovrat µe rr v OSnyta toU Euµ[iouXiou sni
Tns auyKXtons Twv voµwv Twv Kpar6 v McXtuv Trls Eupwnatraiq Evwans OE
oxean µs TO
- Mnxavtiµara (98/37/EC).
Ilp6Tuno nou xpnatµonotrjOnKe: EN 292.
- HAeKTpoµayvnrtKrj aupBc r6TnTa (89/336/EEC).
flpotuna nou xpnatµonotri8nKav: EN 61 000-6-2 Kat EN 61 000-6-3.
- HXeKTp1Kes ouaKeues oxeotaaµevec yid xprjan sums optaµevwv opiwv
nkerrpu is Tads (73/23/EEC) [95].
IIpSTuna nou xpnatµonotrjenKav: EN 60 335-1 Kat EN 60 335-2-51.
Overeenkom stigheidsverklaring
Wij GRUNDFOS verklaren geheel onder eigen verantwoordelijkheid dat de pro-
dukten CR en CRN waarop deze verklaring betrekking heeft in overeenstemming
zijn met de Richtlijnen van de Raad inzake de onderlinge aanpassing van de wet-
gevingen van de Lid -Staten betreffende
- Machines (98/37/EG).
Norm: EN 292.
- Elektromagnetische compatibiliteit (89/336/EEG).
Normen: EN 61 000-6-2 en EN 61 000-6-3.
- Elektrisch materiaal bestemd voor gebruik binnen bepaalde spanningsgren-
zen (73/23/EEG) [95].
Normen: EN 60 335-1 en EN 60 335-2-51.
Forsakran om overensstammelse
Vi GRUNDFOS forsakrar under ansvar, att produkterna CR och CRN, som
omfattas av denna f6rsakran, ar i tverensstemmelse med Radets Direktiv om
inb6rdes narmande till EU-medlemsstaternas lagstiftning, ayseende
- Maskinell utrustning (98/37/EC).
Anvand standard: EN 292.
- Elektromagnetisk kompatibilitet (89/336/EC).
Anvanda standarder: EN 61 000-6-2 och EN 61 000-6-3.
- Elektrisk material aysedd for anvandning inom vissa spanningsgranser
(73/23/EC) [95].
Anvanda standarder: EN 60 335-1 och EN 60 335-2-51.
Vastaavuusvakuutus
Me GRUNDFOS vakuutamme yksin vastuullisesti, etta tuotteet CR ja CRN, jota
Lama vakuutus koskee, noudattavat direktiiveja jotka kasittelevat EY:n jasenvalti-
oiden koneellisia laitteita koskevien lakien yhdenmukaisuutta seur.:
- Koneet (98/37/EY).
Kaytetty standardi: EN 292.
- Elektromagneettinen vastaavuus (89/336/EY).
Kaytetyt standardit: EN 61 000-6-2 ja EN 61 000-6-3.
- Maarattyjen janniterajoitusten puitteissa kaytettavat sahkoiset laitteet
(73/23/EY) [95].
Kaytetyt standardit: EN 60 335-1 ja EN 60 335-2-51.
Overensstem m elseserklaering
Vi GRUNDFOS erklaerer under ansvar, at produkterne CR og CRN, som denne
erklring omhandler, er i overensstemmelse med Radets direktiver om indbyr-
des tilna rmelse til EF medlemsstaternes lovgivning om
- Maskiner (98/37/EF).
Anvendt standard: EN 292.
- Elektromagnetisk kompatibilitet (89/336/E0F).
Anvendte standarder: EN 61 000-6-2 og EN 61 000-6-3.
- Elektrisk materiel bestemt til anvendelse inden for visse spaendingsgraenser
(73/23/E0F) [95].
Anvendte standarder: EN 60 335-1 og EN 60 335-2-51.
Bjerringbro, 1st September 2003
Jan Strandgaard
Technical Manager

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA cR
_RN
Installation and Page 4 E
operating instructions
Montage- and Seite 9
Betriebsanleitung
Notice d'installation Page 15
et d'entretien
Istruzioni di installazione Pag. 21
e funzionamento
Instrucciones de instalacion Pag. 26
y funcionamiento
Instrugoes de instalacao Pag. 31
e funcionamento
059yfec eyKaraoTaagq leMoa 37
Kai AEIToupylac
Installatie- en Pag. 43
bedieningsinstructies
Monterings- och Sida 48
driftsinstruktion
Asennus- ja
kayttoohjeet
Sivu 53
Monterings- og Side 58
driftsinstruktion
ID
401
0
CA
ED
Co
4210
CD

/+ /1 M•TC\•TG.
DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
1. Handling
2. Type designation
2.1 Pump key for CR, CRN 2, 4, 8 and 16
3. Applications
4. Technical data
4.1 Ambient temperature
4.2 Liquid temperature
4.3 Maximum permissible operating pressure and liquid
temperature for the shaft seal
4.4 Minimum inlet pressure
4.5 Maximum inlet pressure
4.6 Electrical data
4.7 Frequency of starts and stops
4.8 Dimensions and weights
4.9 Sound level
5. Installation
6. Coupling adjustment
7. Electrical connection
7.1 Frequency converter operation
8. Start-up
9. Maintenance
10. Frost protection
11. Service
12. Fault finding chart
13. Disposal
3. Applications
Page GRUNDFOS multistage in -line centrifugal pumps, types CR and
4 CRN, are designed for a wide range of applications.
4
4
4
Pumped liquids
Thin, non -explosive liquids, not containing solid particles or fi-
bres. The liquid must not attack the pump materials chemically.
4 When pumping liquids with a density and/or viscosity higher than
4 that of water, motors with correspondingly higher outputs must be
4 used, if required.
4
5
5
5
5
5
5
5
6
6
6
7
7
7
8
8
8
Before beginning installation procedures, these in-
stallation and operating instructions should be stud-
ied carefully. The installation and operation should
also be in accordance with local regulations and ac-
cepted codes of good practice.
1. Handling
The motors of the CR, CRN 2, 4, 8 and 16 pumps are
supplied with lifting eyes which must not be used for
lifting the entire pump.
When the entire pump is to be lifted, observe the following:
• CR, CRN 2, 4, 8 and 16 pumps fitted with GRUNDFOS MG
motors should be lifted in the pump head by means of straps
or the like.
• For other motor makes, it is recommended to lift the pump in
the pump head by means of straps.
2. Type designation
2.1 Pump key for CR, CRN 2, 4, 8 and 16
Example CR8-30/2-X- X- X-XXXX
Pump range:
CR, CRN
Nominal flow rate in m3/h
Number of stages x 10
Number of impellers (is only used if the pump
has fewer impellers than chambers)
Code for pump version
Code for pipework connection
Code for materials
Code for shaft seal and rubber pump parts
CR, CRN
For liquid transfer, circulation and pressure boosting of cold or
hot clean water.
CRN
In systems where all parts in contact with the liquid must be made
of stainless steel, CRN pumps must be used.
4. Technical data
4.1 Ambient temperature
Maximum +40°C.
If the ambient temperature exceeds +40°C, the motor output (P2)
must be reduced, see fig. 1.
Fig. 1
P2
[%1
100
90
80
70
60
50
MIMINIMMEMMEN
......■.....
MENEMININEINENNII
..MI.........
20 25 30 35 40 45 50 55 60 65 70 75 80
t [°C]
1000 2250 3500 m
4.2 Liquid temperature
TMOO 2189 4298
Pump type
Liquid temperature
CR, CRN 2, 4, 8 and 16
-20°C to +120°C
See also fig. A, page 63, which indicates the relationship between
liquid temperature and maximum permissible operating pressure.
Note: The maximum permissible operating pressure and liquid
temperature ranges apply to the pump only.
4.3 Maximum permissible operating pressure and
liquid temperature for the shaft seal
Fig. 2
CR, CRN 2, 4, 8 and 16:
p [bar]
30
25
20
15
10
5
0
-40 -20 0 20 40 60 80 100 120 140 160
1
AUUE/AUUV-AUUE
-
RUUE
RUUV
AUUE/AUUV
I
i
BUBE/BUBV
BUBE
t [°C]
TMO1 1922 4500

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Fig. 3
TMO1 1242 4097
The maximum suction lift "H" in metres head can be calculated as
follows:
H = pbx 10.2-NPSH-Hf-Hy-Hs
Pb =
Barometric pressure in bar.
(Barometric pressure can be set to 1 bar).
In closed systems, pb indicates the system pressure
in bar.
NPSH = Net Positive Suction Head in metres head
(to be read from the NPSH curve on page 69 at the
highest flow the pump will be delivering).
Hf = Friction loss in suction pipe in metres head at the
highest flow the pump will be delivering.
H„ = Vapour pressure in metres head, see fig. E on page
66. tn, = Liquid temperature.
Hs = Safety margin = minimum 0.5 metres head.
If the calculated "H" is positive, the pump can operate at a suction
lift of maximum "H" metres head.
If the calculated "H" is negative, an inlet pressure of minimum
"H" metres head is required. There must be a pressure equal to
the calculated "H° during operation.
Example:
pb = 1 bar.
Pump type: CR 16, 50 Hz.
Flow rate: 16 m3/h.
NPSH (from page 69): 1.5 metres head.
Hf = 3.0 metres head.
Liquid temperature: +60°C.
Hv (from fig. E, page 66): 2.1 metres head.
H = pb x 10.2 - NPSH - Hf - H„ - Hs [metres head].
H = 1 x 10.2 - 1.5 - 3.0 - 2.1 - 0.5 = 3.1 metres head.
This means that the pump can operate at a suction lift of maxi-
mum 3.1 metres head.
Pressure calculated in bar: 3.1 x 0.0981 = 0.30 bar.
Pressure calculated in kPa: 3.1 x 9.81 = 30.4 kPa.
4.5 Maximum inlet pressure
Figure B, page 64, shows the maximum permissible inlet pres-
sure. However, the actual inlet pressure + pressure when the
pump is running against a closed valve must always be lower
than the "maximum permissible operating pressure".
If the system and the pumps are to be pressure -tested at a pres-
sure higher than that stated in fig. B, page 64, the pump shaft
must be locked to prevent axial movement.
4.6 Electrical data
See motor nameplate.
4.7 Frequency of starts and stops
Motors up to 4 kW: Maximum 100 times per hour.
Other motors: Maximum 20 times per hour.
4.3 Dimensions and weights
Dimensions: See fig. C, page 65.
Weights: See label on the packing.
4.9 Sound level
See fig. D, page 66.
5. Installation
The pump can be installed vertically or horizontally, see fig. 4.
Ensure that an adequate supply of cool air reaches the motor
cooling fan. However, the motor must never fall below the hori-
zontal plane.
Fig. 4
TMO1 1241 4097
Arrows on the pump base show the direction of flow of liquid
through the pump.
Figure C, page 65, shows the dimensions of the base as well as
the diameter and the position of the foundation bolt holes.
To minimize possible noise from the pump, it is advisable to fit ex-
pansion joints either side of the pump and anti -vibration mount-
ings between foundation and pump.
Port -to -port lengths and pipework connections appear from fig. C,
page 65.
Isolating valves should be fitted either side of the pump to avoid
draining the system if the pump needs to be cleaned, repaired or
replaced.
Install the pipes so that air locks are avoided, especially on the
suction side of the pump. Correct pipework shown in fig. 5.
Fig. 5
TMO1 0900 3997
Pos.
no.
Description Function
1
2
Expansion
joint
Isolating valve
Reduces noise and absorbs vibra-
tions and expansion.
Enables easy service of the
pump.
3
Pipe hanger Supports pipe and absorbs distor-
tion and strain.
Note: The pump must always be protected against backflow by
means of a non -return valve (foot valve).

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
aownwaras away rrom me pump ana were is a risk or sipnon ef-
fect and in installations which must be protected against backflow
of unclean liquids, a vacuum valve must be fitted close to the
pump, see fig. 6.
Fig. 6
TMO1 1240 4097
Minimum flows:
Pump type
Liquid temperature
Up to +80°C
+120°C
+80°C +150°C
+120°C (only spe-
cial version)
CR, CRN 2
0.2 m3/h 0.5 m'/h
CR, CRN 4
0.4 m$/h 1.0 m'/h
CR, CRN 8
0.8 m3/h 2.0 m3/h
CR, CRN 16
1.6m3/h 4.0m3/h
Note: The pump must never operate against a closed discharge
valve.
6. Coupling adjustment
For adjustment of coupling in CR, CRN 2 and 4, see fig. F,
page 67.
For adjustment of coupling in CR, CRN 8 and 16, see fig. G,
page 68.
7. Electrical connection
The electrical connection should be carried out by an authorized
electrician in accordance with local regulations.
Before removing the terminal box cover and before
any removal/dismantling of the pump, make sure that
the electricity supply has been switched off.
The pump must be connected to an external mains
switch with a minimum contact gap of 3 mm in all
poles.
The operating voltage and frequency are marked on the motor
nameplate. Make sure that the motor is suitable for the electricity
supply on which it will be used.
Single-phase GRUNDFOS motors incorporate a thermal switch
and require no additional motor protection.
Three-phase motors must be connected to a motor starter.
The terminal box can be turned to four positions, in 90° steps:
1. If necessary, remove the coupling guards. Do not remove the
coupling.
2. Remove the bolts securing the motor to the pump.
3. Turn the motor to the required position.
4. Replace and tighten the bolts.
5. Replace the coupling guards.
The electrical connection should be carried out as shown in the
diagram inside the terminal box cover.
7.1 Frequency converter operation
Motors supplied by GRUNDFOS:
All three-phase motors supplied by GRUNDFOS can be con-
nected to a frequency converter.
Dependent on the frequency converter type, this may cause in-
creased acoustic noise from the motor. Furthermore, it may
cause the motor to be exposed to detrimental voltage peaks.
Note: GRUNDFOS motors types MG 71 and MG 80 as well as
MG 90 (1.5 kW, 2-pole), all for supply voltages up to and including
440 V (see motor nameplate), must be protected against voltage
peaks higher than 650 V (peak value) between the supply termi-
nals.
It is recommended to protect all other motors against voltage
peaks higher than 850 V.
The above disturbances, i.e. both increased acoustic noise and
detrimental voltage peaks, can be eliminated by fitting an LC filter
between the frequency converter and the motor.
For further information, please contact the frequency converter or
motor supplier.
Other motor makes than those supplied by GRUNDFOS:
Please contact GRUNDFOS or the motor manufacturer.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Note: Do not start the pump until it has been filled with liquid and
vented.
Pay attention to the direction of the vent hole and
take care to ensure that the escaping water does not
cause injury to persons or damage to the motor or
other components.
In hot-water installations, special attention should be
paid to the risk of injury caused by scalding hot water.
Step Action
1
2
3
4
TMO1 1403 4497
TMO1 1404 4497
TMO1 1405 4497
Close the isolating valve on
the discharge side of the
pump and open the isolating
valve on the suction side.
Remove the priming plug from
the pump head and slowly fill
the pump with liquid.
Replace the priming plug and
tighten securely.
See the correct direction of ro-
tation of the pump on the mo-
tor fan cover.
Start the pump and check the
direction of rotation.
0
r-
7
Vent the pump by means of
the vent valve in the pump
e head. At the same time, open
the discharge isolating valve a
little.
1-
TMO1 1408 4497
TMO1 1409 4497
Continue to vent the pump. At
the same time, open the dis-
charge isolating valve a little
more.
Close the vent valve when a
steady stream of liquid runs
out of it. Completely open the
discharge isolating valve.
CR 2 and 4,
CRN 2, 4, 8 and 16:
For these pumps, it is advisable to open the bypass valve during
start-up. The bypass valve connects the suction and discharge
sides of the pump, thus making the filling procedure easier. When
the operation is stable, the bypass valve can be closed. When
pumping liquids containing air, it is advisable to leave the bypass
valve open.
Fig. 7
Drain plug
Bypass valve
9. Maintenance
TMO1 1243 4097
Before starting work on the pump, make sure that all
power supplies to the pump have been switched off
and that they cannot be accidentally switched on.
Pump bearings and shaft seal are maintenance -free.
If the pump is to be drained for a long period of inactivity, remove
one of the coupling guards to inject a few drops of silicone oil on
the shaft between the pump head and the coupling. This will pre-
vent the shaft seal faces from sticking.
Motor bearings:
Motors which are not fitted with grease nipples are maintenance -
free.
Motors fitted with grease nipples should be lubricated with a high -
temperature lithium -based grease, see the instructions on the fan
cover.
In the case of seasonal operation (motor is idle for more than
6 months of the year), it is recommended to grease the motor
when the pump is taken out of operation.
10. Frost protection
Pumps which are not being used during periods of frost should be
drained to avoid damage.
Drain the pump by loosening the vent screw in the pump head
and by removing the drain plug from the base.
Care must be taken to ensure that the escaping water
does not cause injury to persons or damage to the
motor or other components.
In hot-water installations, special attention should be
paid to the risk of injury caused by scalding hot water.
Do not tighten the vent screw and replace the drain plug until the
pump is to be used again.
CR 2 and 4,
CRN 2, 4, 8 and 16:
Before replacing the drain plug in the base, screw the bypass
valve out against the stop, see fig. 7.
Fit the drain plug by tightening the large union nut followed by the
bypass valve.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Note: If a pump has been used for a liquid which is injurious to
health or toxic, the pump will be classified as contaminated.
If GRUNDFOS is requested to service the pump, GRUNDFOS
must be contacted with details about the pumped liquid, etc. be-
fore the pump is returned for service. Otherwise GRUNDFOS can
refuse to accept the pump for service.
Possible costs of returning the pump are paid by the customer.
However, any application for service (no matter to whom it may
be made) must include details about the pumped liquid if the
pump has been used for liquids which are injurious to health or
toxic.
12. Fault finding chart
Before removing the terminal box cover and before any removal/dismantling of the pump, make sure that the electricity supply
has been switched off and that it cannot be accidentally switched on.
Fault
Cause
Remedy
1. Motor does not run
when started.
a) Supply failure.
Connect the electricity supply.
b) Fuses are blown.
Replace fuses.
c) Motor starter overload has tripped out.
Reactivate the motor protection.
d) Main contacts in motor starter are not making Replace contacts or magnetic coil.
contact or the coil is faulty.
e) Control circuit is defective.
Repair the control circuit.
f) Motor is defective.
Replace the motor.
2. Motor starter overload
trips out immediately
when supply is
switched on.
a) One fuse/automatic circuit breaker is blown. Cut in the fuse.
b) Contacts in motor starter overload are faulty. Replace motor starter contacts.
c) Cable connection is loose or faulty.
d) Motor winding is defective.
Fasten or replace the cable connection.
Replace the motor.
e) Pump mechanically blocked.
f) Overload setting is too low.
Remove the mechanical blocking of the pump.
Set the motor starter correctly.
3. Motor starter overload a) Overload setting is too low.
trips out occasionally.
Set the motor starter correctly.
b) Low voltage at peak times.
Check the electricity supply.
4. Motor starter has not
tripped out but the
pump does not run.
a) Check 1 a), b), d) and e).
5. Pump capacity not
constant.
a) Pump inlet pressure is too low (cavitation).
Check the suction conditions.
b) Suction pipe/pump partly blocked by impurities. Clean the pump or suction pipe.
c) Pump draws in air. Check the suction conditions.
6. Pump runs but gives
no water.
a) Suction pipe/pump blocked by impurities.
Clean the pump or suction pipe.
b) Foot or non -return valve blocked in closed po- Repair the foot or non -return valve.
sition.
c) Leakage in suction pipe.
Repair the suction pipe.
d) Air in suction pipe or pump.
Check the suction conditions.
e) Motor rotates in the wrong direction.
Change the direction of rotation of the motor.
7. Pump runs back-
wards when switched
off.
a) Leakage in suction pipe.
Repair the suction pipe.
b) Foot or non -return valve is defective.
Repair the foot or non -return valve.
8. Leakage in shaft seal. a) Shaft seal is defective.
Replace the shaft seal.
9. Noise. a) Cavitation occurs in the pump.
Check the suction conditions.
b) Pump does not rotate freely (frictional resist-
ance) because of incorrect pump shaft posi-
tion.
Adjust the pump shaft.
c) Frequency converter operation.
See section 7.1 Frequency converter operation.
13. Disposal
Disposal of this product or parts of it must be carried out accord-
ing to the following guidelines:
1. Use the local public or private waste collection service.
2. In case such waste collection service does not exist or cannot
handle the materials used in the product, please deliver the
product or any hazardous materials from it to your nearest
GRUNDFOS company or service workshop.
Subject to alterations.

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Maximum permissible operating pressure:
Max. zulassiger Betriebsdruck:
Pression de fonctionnement maxi autorisee:
Massima pressione di esercizio possibile:
Presi6n maxima de funcionamiento permitida:
Pressoo maxima de funcionamento permissive!:
Mtyiorq cn rperrrrj rrisaq Asiroupyiaq:
Maximaal toelaatbare werkdruk:
Max. tillatet driftstryck:
Suurin sallittu kayttSpaine:
Maks. tilladeligt driftstryk:
Frequency Pump type Curve
Frequenz Pumpentyp Kurve p [bar]
Frequence Type de pompe Courbe 36
Frequenza Pompa tipo Curva
Frecuencia Tipo de bomba Curva 32
Frequencia Modelo da bomba Curva 28
luxvGTgra TurroS avrAiaq Kapn6Aq
Frequentie Pomptype Curve 24
Frekvens Pumptyp Kurva 20
Taajuus Pumpputyyppi Kayra
Frekvens Pumpetype Kurve 16
CR, CRN 2-20 -) CR, CRN 2-150 1 12
CR, CRN 2-180 4 CR, CRN 2-260 2 8
CR, CRN 4-20/1 4 CR, CRN 4-160 1
CR, CRN 4-190 4 CR, CRN 4-220 2 4
50 Hz
CR, CRN 8-20/1 4 CR, CRN 8-120 1 0
CR, CRN 8-140 4 CR, CRN 8-200 3
3
2
1
-40 -20 0 20 40 60 80 100 120
140 160
CR, CRN 16-30/2 4i CR, CRN 16-80 1 t [°C]
CR, CRN 16-100 4 CR, CRN 16-160 3
60 Hz
CR, CRN 2-20 4 CR, CRN 2-150 1
CR, CRN 2-180 4 CR, CRN 2-260 2
CR, CRN 4-20/1 4 CR, CRN 4-160 1
CR, CRN 4-190 4 CR, CRN 4-220 2
CR, CRN 8-20/1 4 CR, CRN 8-120 1
CR, CRN 8-140 4 CR, CRN 8-200 3
CR, CRN 16-30/2 -3 CR, CRN 16-80 1
CR, CRN 16-100 4 CR, CRN 16-160 3
TMO2 7530 3703

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Maximum inlet pressure for CR and CRN:
Max. Zulaufdruck fOr CR and CRN:
Pression maximum d'entree pour CR et CRN:
Massima pressione in aspirazione per CR e CRN:
Presion maxima de entrada para CR y CRN:
Pressao maxima de admissao CR e CRN:
GR M*yioTq niscq civ6aou yia CR Kai CRN:
N) Maximale inlaatdruk m.b.t. type CR en CRN:
0 Max. tilloppstryck for CR och CRN:
gP Suurin tulopaine CR ja CRN:
DI( Maks. tillobstryk for CR og CRN:
50 Hz
60 Hz
CR, CRN 2
CR, CRN 2-20
CR, CRN 2-30 4 CR, CRN 2-110
CR, CRN 2-130 4 CR, CRN 2-260
6 bar
10 bar
15 bar
CR, CRN 2-20 4 CR, CRN 2-60
CR, CRN 2 -70 4 2-180
10 bar
15 bar
CR, CRN 4
CR, CRN 4-20/1 4 CR, CRN 4-20
CR, CRN 4-30 4 CR, CRN 4-100
CR, CRN 4-120 4 CR, CRN 4-220
6 bar
10 bar
15 bar
CR, CRN 4-20/1 4 CR, CRN 4-20
CR, CRN 4-30 4 CR, CRN 4-80/7
CR, CRN 4-80 4 CR, CRN 4-160
6 bar
10 bar
15 bar
CR, CRN 8
CR, CRN 8-20/1 4 CR, CRN 8-60
CR, CRN 8-80 4 CR, CRN 8-200
6 bar
10 bar
CR, CRN 8-20/1 4 CR, CRN 8-40
CR, CRN 8-50 4 CR, CRN 8-140
6 bar
10 bar
CR, CRN 16
CR, CRN 16-30/2 4 CR, CRN 16-30
CR, CRN 16-40 4 CR, CRN 16-160
6 bar
10 bar
CR, CRN 16-30/2 4 CR, CRN 16-30
CR, CRN 16-40 4 CR, CRN 16-100
6 bar
10 bar

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
£6££ 9SZZ OOWI
0!
z
G
£6££ 99ZZ 001A1
E6EE 09ZZ OOWI
of
z
O
z
w
-3
a
m
z
H
E6EE £SZZ 001N1
£6£6 ZSZZ 001.0111
H
E6EE LSZZ OOWI
a y
Eo-
a
E
E
m
mE
NE
E
J
E
E
z
2
J
E
E
E
E
or
x
E
E
E
E
J
x
J
0
x
J
E
E
E
E
E
E
re
E
E
E
E
100 147 180 210 13
M
_O
N
O
O
0
in
0
O
100 147 180 210 13
100 150 180 210 13
130 190 215 246 13
130 199 215 247 14
130 190 215 246 13
130 199 215 247 14
250 75 25
250 75 25
250 75 32
250 75 32
280 80 40
280 80 40
300 90 50
300 90 50
210 50 2
210 50 2
N
0
co
co
N
261 90 2%
162 50 32
162 50 32
202 80 517
202 90 51
210 50 42,4
210 50 42,4
261 80 60,3
261 80 60,3
CR 2 160 50 1
CRN 2
CR 4 160 50 1 %
CRN 4
0
CO
0
0
N
co
ce
c0
CRN 8
CR 16
CRN 16

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Airborne noise emitted by pumps with motors fitted by GRUNDFOS:
Luftschallemission von Pumpen mit Motoren, die von GRUNDFOS montiert sind:
Bruit aerien emis par les pompes avec moteurs montes par GRUNDFOS:
Rumore aereo emesso da pompe dotate di motori installati da GRUNDFOS:
Nivel de ruido producido por bombas con motores montados por GRUNDFOS:
Ruido emitido pelas electrobombas montadas pela GRUNDFOS:
Odpu(ioq nou CKnspne°rai orov aapa and avrAisq EpobiaapivES pc Krvgrripcc and rg GRUNDFOS:
Geluidsdruk van pompen met een door GRUNDFOS gemonteerde motor:
Ljudtrycksniva frail pumpar med motorer monterade av GRUNDFOS:
Ilmassa kantautuva Rani GRUNDFOS'in asentamilla moottoreilla:
Luftbaren she] fra pumper med motorer monteret of GRUNDFOS:
Motor
[kW]
50 Hz 60 Hz
LpA LPA
[dB(A)] [dB(A)]
0.25 <70 <70
0.37 <70 <70
0.55 <70 <70
0.75 <70 <70
1.1
<70 <70
1.5 <70 <70
2.2 <70 <70
3.0 <70 <70
4.0 <70 <70
5.5 <70 <70
7.5 <70 72
11
80 84
15
72 77
Fig. E
tm Hv
(°C) (m)
150 -45
40
140• 35
30
130
25
120120
110 15
12
100t10
80;$0
-6,0
80. 5,0
•4,0
70,-3,0
60+2,0
-1,5
50-
-1,0
40 '0,8
• 0,6
30- 0,4
-0,3
20-_ 0,2
10-
-0,1
0-
TMOO 3037 3493

DocuSign Envelope ID7CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Fig. F
A
TMO1 2642 2
TMO1 2643 2198
1,5 mm
TMO1 2648 2198
M6 13 Nm (1,3 kpm
M8 32 Nm 3,1 kpm;
M10 62 Nm (6,2 kpm)
TMO1 2644 2198

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
Fig. G
A
4
E
E
N
6
a)
M6 13 Nm (1,3 kpm)
M8 32 Nm (3,1 kpm)
M10 62 Nm (6,2 kpm)
TMO1 2646 2198
N

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A136-094D4CF4F5BA
[kPa] [m1
CR 2, CRN 2
80 -
60 -
40 -
20 -
0-
8
7
6
5
4
3
2
1
0
--------- .0 Hz M
------■-- .M
MMMINIMMMMMMFAM
MMMMMIM Ma-
------ 50 Hz rld--
--------'I/.---
■■----� -■--
---- -----■
-�ili.re■rrr--��---
00 04 08 12 16 20 24 28 32 36
r I r 1
0.0 0.2 0.4 0.6 0.8 1 0
p H
[kPa [m]
2.8
24 - 2.4
2.0
16 - 1.6
1.2
8-0.8
0.4
0 - 0.0
Q [m'/h]
Q [I/s]
CR 4, CRN 4
■■ •• • •
■■■■■■ 60 Hz
50 A■
■■■■■■ Ad.
■■■■■. M.■■
■■■PEPallI■■■■
MM�;r111111111■■■■■
■■■■■■■■
0
5 6 7
Q
0.0 0.4 0.8 1.2 1.6 2.0 2.4 Q [Ws]
p H
[kPa [m]
3.6
32 - 3.2
2.8
24-2.4
2.0
16 -- 1.6
1.2
8--0.8
0.4
0 - 0.0
■■■■■■■■■■■■ 60 H .I■
■■■■■■■■■ 5o Hz •IU■■
■■■■■■■■■ w.■■■
■■■■■■■■■■■►ia■■
■■■■■■■■■■�:■■■■■
■■■■■■■■IPIPUI■■■■■
mwmimmrCZiiiiI■■■■■■■
O 1 2 3 4 5 6 7 8 9 10 11 12 13 Q [m'/h]
11 1 I I I I I 1 1 I I
0.0 0.4 0.8 1.2 1.6 2.0 2.4 2.8 3.2 3.6 Q [Ifs]
p H
[kPa [m]
9
80� 8
7
60- 6
5
40 - 4
3
20 - 2
1
0- 0
CR 16, CRN 16
60 Hz
50 Hz /
O 2 4 6 8 10 12 14 16 18 20 22 24 Q [m'/h
1 I I 1 T [ 1
O 1 2 3 4 5 6 7Q [I/s]
TMOO 1625 4597
TMOO 1626 4597
'Nameplate on
pump indicates 42
gpm.
TMOO 1627 4597
TMOO 1628 4597

DocuSign Envelope ID: CE5C4A53-41B9-41CD-A1
Poul Due Jensens Vej 7A
DK-8850 Bjerringbro
Tlf.: [phone]
Telefax: [phone]
E-mail: [e-mail]
www.grundfos.com/DK
Argentina
Bombas GRUNDFOS de Argentina S.A.
Ruta Panamericana km. 37.500 Lote 34A
1619 - Garin
Pcia. de Buenos Aires
Phone: [phone]
Telefax: [phone]
Australia
GRUNDFOS Pumps Pty. Ltd.
P.O. Box 2040
Regency Park
South Australia 5942
Phone: [phone]
Telefax: [phone]
Austria
GRUNDFOS Pumpen Vertrieb Ges.m.b.H.
Grundfosstra6e 2
A-5082 Grodig/Salzburg
Tel.: [phone]
Telefax: [phone]
Belgium
N.V. GRUNDFOS Bellux S.A.
Boomsesteenweg 81-83
B-2630 Aartselaar
Tel.: [phone]
Telecopie: [phone]
Brazil
GRUNDFOS do Brasil Ltda.
Rua Tomazina 106
CEP 83325 - 040
Pinhais - PR
Phone: [phone]
Telefax: [phone]
Canada
GRUNDFOS Canada Inc.
2941 Brighton Road
Oakville, Ontario
L6H 6C9
Phone: [phone]
Telefax: [phone]
China
GRUNDFOS Pumps (Shanghai) Co. Ltd.
22 Floor, Xin Hua Lian Building
755-775 Huai Hai Rd, (M)
Shanghai 200020
PRC
Phone: [phone]
Telefax: [phone]
Czech Republic
GRUNDFOS s.r.o.
Cajkovskeho 21
779 00 Olomouc
Phone: [phone]
Telefax: [phone]
Finland
OY GRUNDFOS Pumput AB
Mestarintie 11
Piispankyla
FIN-01730 Vantaa (Helsinki)
Phone: [phone]
Telefax: [phone]
France
Pompes GRUNDFOS Distribution S.A.
Parc d'Activites de Chesnes
57, rue de Malacombe
F-38290 St. Quentin Fallavier (Lyon)
Tel.: [phone]
Telecopie: [phone]
Germany
GRUNDFOS GMBH
Schluterstr. 33
40699 Erkrath
Tel.: [phone]
Telefax: [phone]
e-mail: [e-mail]
Service in Deutschland:
e-mail: [e-mail]
Greece
GRUNDFOS Hellas A.E.B.E.
20th km. Athinon-Markopoulou Av.
P.O. Box 71
GR-19002 Peania
Phone: [phone]
Telefax: +0030-210-66 46 273
Mnnn Knnn
36-094D4CF4F5BA ips (Hong Kong) Ltd.
Unit 1, Ground floor
Siu Wai Industrial Centre
29-33 Wing Hong Street &
68 King Lam Street, Cheung Sha Wan
Kowloon
Phone: [phone]
Telefax: [phone]
Hungary
GRUNDFOS Hungaria Kft.
Park u. 8
H-2045 Tiirokbalint,
Phone: [phone]
Telefax: [phone]
India
GRUNDFOS Pumps India Private Limited
Flat A, Ground Floor
61/62 Chamiers Aptmt
Chamiers Road
Chennai 600 028
Phone: [phone]
Telefax: [phone]
Indonesia
PT GRUNDFOS Pompa
JI. Rawa Sumur III, Blok III / CC-1
Kawasan Indust', Pulogadung
Jakarta 13930
Phone: [phone]
Telefax: [phone]/460 6901
Ireland
GRUNDFOS (Ireland) Ltd.
Unit 34, Stillorgan Industrial Park
Blackrock
County Dublin
Phone: [phone]
Telefax: [phone]
Italy
GRUNDFOS Pompe Italia S.r.l.
Via Gran Sasso 4
1-20060 Truccazzano (Milano)
Tel.: [phone]
Telefax: [phone]/95838461
Japan
GRUNDFOS Pumps K.K.
1-2-3, Shin Miyakoda
Hamamatsu City
Shizuoka pref. 431-21
Phone: [phone]
Telefax: [phone]
Korea
GRUNDFOS Pumps Korea Ltd.
6th Floor, Aju Building 679-5
Yeoksam-dong, Kangnam-ku, 135-916
Seoul Korea
Phone: [phone]
Telefax: [phone]
Malaysia
GRUNDFOS Pumps Sdn. Bhd.
7 Jalan Peguam U1/25
Glenmarie Industrial Park
40150 Shah Alam
Selangor
Phone: [phone]
Telefax: [phone]
Mexico
Bombas GRUNDFOS de Mexico S.A. de C.V.
Boulevard TLC No. 15
Parque Industrial Stiva Aeropuerto
Apodaca, N.L. 66600
Mexico
Phone: [phone]
Telefax: [phone]
Netherlands
GRUNDFOS Nederland B.V.
Postbus 104
NL-1380 AC Weesp
Tel.: [phone]
Telefax: [phone]/492299
New Zealand
GRUNDFOS Pumps NZ Ltd.
17 Beatrice Tinsley Crescent
North Harbour Industrial Estate
Albany, Auckland
Phone: [phone]
Telefax: [phone]
Norway
GRUNDFOS Pumper A/S
Stremsveien 344
Postboks 235, Leirdal
N-1011 Oslo
Tlf.: [phone]
Telefax: [phone]
Poland
GRUNDFOS Pompy Sp. z o.o.
ul. Klonowa 23
Baranowo k. Poznania
PL-62-081 Przezmierowo
Phone: [phone]
Telefax: [phone]
Portugal
Bombas GRUNDFOS Portugal, S.A.
Rua Calvet de Magalhaes, 241
Apartado 1079
P-2770-153 Paco de Arcos
Tel.: [phone]
Telefax: [phone]
Russia
000 GRUNDFOS
Shkolnaya 39
RUS-109544 Moscow
Phone: [phone]
Telefax: [phone], [phone]
e-mail: [e-mail]
Singapore
GRUNDFOS (Singapore) Pte. Ltd.
24 Tuas West Road
Jurong Town
Singapore 638381
Phone: [phone]
Telefax: [phone]
Spain
Bombas GRUNDFOS Espana S.A.
Camino de la Fuentecilla, s/n
E-28110 Algete (Madrid)
Tel.: [phone]
Telefax: [phone]
Sweden
GRUNDFOS AB
Box 63, Angeredsvinkeln 9
S-424 22 Angered
Tel.: [phone]
Telefax: [phone]
Switzerland
GRUNDFOS Pumpen AG
Bruggacherstrasse 10
CH-8117 Fallanden/ZH
Tel.: [phone]
Telefax: [phone]
Taiwan
GRUNDFOS Pumps (Taiwan) Ltd.
14, Min -Yu Road
Tunglo Industrial Park
Tunglo, Miao-Li County
Taiwan, R.O.C.
Phone: [phone]
Telefax: [phone]
Thailand
GRUNDFOS (Thailand) Ltd.
947/168 Moo 12, Bangna-Trad Rd., K.M. 3,
Bangna, Phrakanong
Bangkok 10260
Phone: [phone] ... 91
Telefax: [phone] ... 6
Turkey
GRUNDFOS POMPA SAN. ve TIC. LTD. STI
Bulgurlu Caddesi no. 32
TR-81190 0sk9dar Istanbul
Phone: +90 - 216-4280 306
Telefax: +90 - 216-3279 988
United Arab Emirates
GRUNDFOS Gulf Distribution
P.O. Box 16768
Jebel Ali Free Zone
Dubai
Phone: [phone]
Telefax: [phone]
United Kingdom
GRUNDFOS Pumps Ltd.
Grovebury Road
Leighton Buzzard/Beds. LU7 8TL
Phone: [phone]
Telefax: [phone]
U.S.A.
GRUNDFOS Pumps Corporation
17100 West 118th Terrace
Olathe, Kansas 66061
Phone: [phone]
Telefax: [phone]

13t.P1mimic INNOV01t Inlnkinganeaamakes liposslDle
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