NCG510556_Application_20220304

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ROY COOPER
Governor VI .11
ELIZABETH S.BISER �*
Secretary
S.DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
March 04, 2022
City of Charlotte
Attn: Jimmy Jordan, P.G.
5601 Wilkinson Blvd
Charlotte, NC 28208-5004
Subject: Permit Renewal
Application No. NCG510556
Airport Drive Release
Mecklenburg County
Dear Applicant:
The Water Quality Permitting Section acknowledges receipt of your application for a new NPDES WW permit, including
supporting documentation and your check number 49886 in the amount of $100.00 as payment of the application fee.
These items were received in our offices on March 4, 2022. Your application will be assigned to a permit writer within
the Section's NPDES WW permitting branch. The permit writer will contact you if additional information is required to
complete evaluation of your application. Your timely and direct response to any such request will help to expedite the
review process. Please note that acceptance of the application does not guarantee a NPDES permit will be issued for the
proposed activity. A permit will only be issued following a complete review of the application, concluding the proposed
discharge is allowable per applicable statutes and rules.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deq.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sincerely,
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
ec: WQPS Laserfiche File w/application
D NorthorCarolinaeRegDeional
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Mooresville Regional Office 6101 East Center Avenue.Suite 301 I Moorcsvilk.North Carolina 281I5
704.663.1699

Application for Coverage Under
NPDES General Permit NCG510000
Airport Drive Release
CC0111j.°w
CHARLOTTE DOUGLAS '
I NTIRNATI ONAI AIRPORT
5414 Airport Drive
Charlotte, North Carolina
UST Section Incident #18989
H&H Job No. CDA-044
February 28, 2022
1111
hart '%• hickman
SMARTER ENVIRONMENTAL SOLUTIONS
#C-1269 Engineering
#C-245 Geology
2923 South Tryon Street,Suite 100 3921 Sunset Ridge Rd,Suite 301
27 7 Charlotte,NC 28203 Raleigh,NC 60 www.harthickman.com
704.586.0007 main 919.847.4241 main

hart '%. hickman
SMARTER ENVIRONMENTAL SOLUTIONS
Via FedEx
February 28, 2022 •
North Carolina Department of Environmental Quality
Division of Water Resources—Water Quality Permitting Section
1617 Mail Service Center
Raleigh,NC 27699-1617
Attn: Mr. Charles Weaver
Re: Application for Coverage Under NPDES General Permit NCG510000
Charlotte Douglas International Airport
Airport Drive Release
Charlotte,North Carolina
NC DEQ UST Section Incident#18989
H&H Job No. CDA-044
Dear Mr. Weaver:
1.0 Introduction
On behalf of the City of Charlotte — Aviation Department, Hart & Hickman, PC (H&H) is
submitting the enclosed Application for Coverage Under National Pollutant Discharge Elimination
System (NPDES) General Permit NCG510000 for discharge of treated groundwater recovered
from two dual phase extraction (DPE) systems at the Airport Drive Release site located at
5414 Airport Drive in Charlotte,North Carolina(hereinafter referred to as the Site).
In addition to the Application for Coverage Under NPDES General Permit NCG510000 and a
$100 check payable to NCDEQ,this permit application package includes the items listed below in
triplicate.
• Figure 1 —Site Location Map
• Figure 2—Site Map
2923 South Tryon Street,Suite 100 3921 Sunset Ridge Rd,Suite 301
Charlotte,NC 28203 Raleigh,NC 27607 www.harthickman.com
704.586.0007 main 919.847.4241 main
li

Mr. Charles Weaver
February 28, 2022
Page 2
• Figure 3 —NPDES Discharge Locations Map
• Attachment A — Designation of H&H as Authorized Representative for the City of
Charlotte—Aviation Department(i.e.,the permit applicant)
• Attachment B—Approval for Discharge to Storm Water Sewer System
• Attachment C—DPE Treatment System Plans and Major Component Specifications
• Attachment D—Analytical Data for Representative Sample of Water to be Treated
Application supporting information including Site background and DPE system information and
an analysis of alternatives to direct discharge are provided in the following sections.
2.0 Site Background and DPE System Information
Background Information
The Site is being managed under the North Carolina Department of Environmental Quality(DEQ)
Division of Waste Management(DWM)Underground Storage Tank(UST) Section, and has been
assigned incident#18989. H&H submitted a Free Product Corrective Action Plan (CAP) dated
October 11, 2021 for the Site to the UST Section. In a letter dated December 1, 2021, the UST
Section provided approval for CAP implementation, pending NPDES permit approval. The
purpose of the CAP is to remove subsurface free product or light non-aqueous phase liquid
(LNAPL) attributable to a release of jet fuel type A (Jet-A) from the aboveground storage tank
(AST) system located at the Charlotte Douglas International Airport (CLT) Wilson Air Center
General Aviation Fuel Farm (the Fuel Farm).
Site characterization activities conducted to date indicate the presence of subsurface LNAPL
consisting of Jet-A fuel which extends from an area immediately north of and beneath the Fuel
Farm to an unnamed tributary of Taggart Creek. The Site is considered to encompass areas
impacted by the release of LNAPL from the Fuel Farm AST systems. The Fuel Farm, tributary,
and estimated extent of subsurface LNAPL are identified in Figure 2.
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CDA/CDA-044 Airpon Drive Release/CAP/Appendices/NPDES/NPDES Application Cover Letter&Supporting Info.docx
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Mr. Charles Weaver
February 28, 2022
Page 3
Based on assessment activities completed at the Site,the source of LNAPL is believed to primarily
be from underground fueling lines associated with the Fuel Farm AST systems. The underground
fueling lines have been taken out of service. The quantity of released Jet-A is unknown, but it is
estimated to be greater than 100,000 gallons. As presented in the CAP, implementation of DPE is
considered the most technically practicable and cost-effective alternative for achieving LNAPL
removal at the Site.
Details of the proposed DPE systems are presented below.
Proposed DPE Systems Information
DPE technology (also known as multi-phase extraction —MPE, vacuum-enhanced extraction, or
bioslurping)is an in-situ technology that uses a high vacuum system via liquid ring vacuum pump
to remove LNAPL, groundwater, and vapor from recovery wells. Liquids and vapor are removed
from recovery wells through a stinger pipe and transferred through piping from the recovery wells
to DPE system equipment which separate the vapor, LNAPL, and groundwater.
The proposed corrective action presented in the CAP includes installation of two DPE systems to
recover LNAPL from a total of 18 DPE recovery wells. Two DPE systems are required due to the
change in elevation across the area and the size of the LNAPL plume. The DPE systems are
identified as DPE#1 and DPE#2 in Figure 3. Treated effluent from the DPE systems is proposed
to be discharged to two separate locations under NPDES General Permit NCG510000. The
proposed discharge locations are identified in Figure 3. As shown in Figure 3, treated effluent
from DPE system#1 is proposed to be discharged to a stormwater retention basin located
approximately 100 ft south of the treatment system. Water in the retention basin drains though a
sand filter bed,then discharges to a stormwater sewer line which discharges to a stormwater outfall
located approximately 150 ft southwest of the intersection of Airport Drive and Ashley Circle.
Documentation of Charlotte-Mecklenburg Storm Water Services approval for discharge to the
stormwater sewer is provided in Attachment B. Water from the stormwater outfall then migrates
via overland flow through a portion of a larger stormwater retention basin to the unnamed tributary
of Taggart Creek. Treated effluent from DPE system#2 is proposed to be discharged to rip rap
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CDA/CDA-044 Airport Drive Release/CAP/Appendices/NPDES/NPDES Application Cover Letter&Supporting Info.docx
SMARTER ENVIRONMENTAL SOLUTIONS

Mr. Charles Weaver
February 28, 2022
Page 4
which will be installed on the bank of the unnamed tributary of Taggart Creek adjacent to the
treatment system. The unnamed tributary of Taggart Creek flows from west to east through
southern portions of the Site (and, through a concrete culvert beneath Airport Drive) toward
Taggart Creek, which is located approximately 0.35 miles east of the Site. Taggart Creek is
classified by DWR as a Class C surface water body.
The DPE systems are similar and each will include a DPE liquid ring pump,moisture separator to
separate recovered vapor from groundwater/LNAPL, an equalization tank with skimmer used to
P P q
remove bulk LNAPL from recovered liquid, an oil-water separator with coalescing media for
additional removal of LNAPL from groundwater, a product holding tank to temporarily store
LNAPL (which will be disposed off-Site), and groundwater treatment with bag filtration, zeolite
adsorption/filtration, and liquid phase granular activated carbon(GAC)adsorption/filtration. The
zeolite will remove oil from the emulsion and prolong the life of the GAC units. A piping and
instrumentation diagram (P&ID) with specifications for the DPE treatment systems which is
signed and sealed by Mr. Scott Drury, a NC-registered professional engineer, is included in
Attachment C.
As shown in the P&ID, each treatment system will include the following major components:
• A Highland Tank vertical double-wall equalization tank with a 1,500-gallon capacity. A
skimmer will be installed in the tank to remove and transfer bulk LNAPL to a 1,000-gallon
double-wall product holding tank(also manufactured by Highland Tank).The equalization
tank will be operated at approximately 1,300 gal, resulting in a detention time of
130 minutes at 10 gpm (i.e., the anticipated maximum DPE system recovery rate). The
product holding tank will periodically be emptied by an appropriately licensed waste
management company and transported off-Site for recycling, use as fuel, treatment and/or
disposal.
• A Product Recovery Management (PRM) Filtration OWS-20 oil-water separator with a
rated flow capacity of 5-20 gallons per minute(gpm),capacity of 90 gallons,and detention
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Mr. Charles Weaver
February 28,2022
Page 5
time of 9 minutes at 10 gpm(i.e.,the anticipated maximum flow rate). Water from the oil-
water separator will discharge to a free-standing Ace Roto-Mold 225-gallon sump tank
(referred to as the water holding tank). Separated LNAPL will be transferred from the oil-
water separator to the product holding tank, and the LNAPL will be managed as discussed
above.
• A PRM duplex bag filtration unit with a rated total flow capacity of 200 gpm when both
filter units are operated in parallel. It is possible that only one of the units will be operated
at a time which would result in a rated flow capacity of 100 gpm. These flow capacities
assume use of 5-micron filters. The filter size may be changed depending on performance.
• A PRM Carbon Systems—HP-1000-RDL unit will be used for zeolite filtration. The unit
has a maximum rated flow capacity of 100 gpm and will be filled with 2,000 lbs of Hydrosil
International LTD's HS-200 liquid phase pure organoclay(i.e., zeolite)product.
• Two PRM Carbon Systems — HP-1000-RDL liquid phase GAC units operated in series.
Each GAC unit has a maximum rated flow capacity of 100 gpm and will be filled with
1,000 lbs of GAC. Contaminant breakthrough time during initial operation of the DPE
systems is estimated to be within a range of approximately 30 to 100 days. This range is
based on PRM's experience with similar projects and on calculations performed by PRM
using an estimated flow rate of 10 gpm and the MW-8 sample analytical data presented in
Attachment D (and, discussed below). Carbon adsorption isotherm curves from various
carbon suppliers were utilized to determine the approximate carbon demand for individual
compounds,which were then summed to determine an overall total carbon demand for the
individual compounds. An assumed carbon adsorption capacity of 0.03 lbs contaminant
per lb GAC was used for C9-C18 aliphatic hydrocarbons which were detected at a
significantly higher concentration than individual constituents in the MW-8 sample, and
the estimated potential GAC usage rates are primarily driven by the C9-C18 aliphatic
hydrocarbons. The primary C9-C18 aliphatic hydrocarbons constituents expected to be in
Jet-A are paraffins and naphthenes.
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Mr. Charles Weaver
February 28, 2022
Page 6
Please note that samples of influent and effluent from the first GAC unit (in the series of
two GAC units)will initially be collected on a weekly basis (at minimum)to monitor for
zeolite and GAC breakthrough so that system breakthrough estimates can be refined. In
addition,GAC in the first GAC unit will be changed out before breakthrough of the second
GAC unit. In addition, samples will be collected from the system effluent in accordance
with NPDES permit requirements to demonstrate effluent discharge limitations are met.
As system operations continue, LNAPL volumes and compound concentrations in
recovered liquid are expected to decrease, and zeolite and GAC unit breakthrough times
are expected to increase as a result.
Drawings/information sheets for the major groundwater treatment components included in the
DPE systems(including the equalization tank and skimmer,oil-water separator and water holding
tank, duplex bag filtration unit, and zeolite/GAC filtration units) and for the GAC and zeolite
anticipated to be utilized in the systems are included in Attachment C.
On August 24,2021,H&H collected a sample of groundwater in direct contact with LNAPL from
MW-8 for analysis of multiple constituents. The sample was collected to assist with DPE system
water treatment design and sample results will be representative of groundwater which will be
treated by the DPE systems. The laboratory analytical report for the sample and a summary of the
analytical data for the sample are included in Attachment D.
3.0 Alternatives Analysis
H&H evaluated the non-discharge options listed below for management of treated groundwater
effluent from the DPE systems.
• Connection to a municipal publicly owned treatment works(POTW) sewer system
• Subsurface disposal (including nitrification field, infiltration gallery, injection wells,etc.)
• Spray irrigation
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CDA/CDA-044 Airport Drive Release/CAP/Appendices/NPDES/NPDES Application Cover Letter&Supporung Info.docx
SMARTER ENVIRONMENTAL SOLUTIONS

Mr. Charles Weaver
February 28, 2022
Page 7
Our evaluation of these three non-discharge options is presented below.
Connection to a POTW Sewer System
Chalotte Water does not allow discharge of groundwater to the POTW sanitary sewer system
unless specifically authorized. H&H contacted Charlotte Water to determine if discharge of
groundwater generated by the proposed DPE systems could be authorized. In the enclosed email
dated October 18, 2021, Mr. Bill Gintert of Charlotte Water indicated that discharge of
groundwater to the POTW sanitary sewer is not authorized.
Subsurface Disposal
Land in the area of the Site is primarily developed and not available for subsurface disposal of
treated groundwater effluent. The only undeveloped area in the vicinity of the Site which is owned
by the City of Charlotte and located outside of the influence of the DPE system recovery is an
approximately 3-acre stormwater retention basin located to the south and southwest of the Site
(see Figures 2 and 3). Stormwater from CLT drains to this retention basin and then to the unnamed
Tributary of Taggart Creek (which flows through the retention basin). Depth-to-groundwater in
low-lying portions of the retention basin is shallow(less than 5 ft below ground surface—bgs)and
other portions of the basin are steeply sloped.
Because the water table beneath low-lying portions of this area is shallow and the area is subject
to flooding during storm events, there is a small volume of shallow unsaturated soil that would
quickly become saturated if water is applied via drain fields or infiltration galleries to the shallow
subsurface. After the shallow soil becomes saturated to the surface, continued addition of treated
water would result in daylighting of the water at the ground surface followed by overland flow and
direct discharge to the unnamed tributary of Taggart Creek. Disposal using drain fields or
infiltration galleries beneath the steep slopes of this area would result in distribution issues (i.e.,
water flow to and pooling in the low elevation portions of these subsurface structures)preventing
effective subsurface infiltration of the water. Similarly, disposal of treated groundwater into
injection wells in this area would result in groundwater mounding and potential daylighting of the
water at the ground surface. Furthermore, injection of groundwater in this area has the potential
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Mr. Charles Weaver
February 28, 2022
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to result in high hydrostatic pressures and preferential subsurface migration of groundwater
through "paths of least resistance" (such as areas of fluvial deposits commonly present near
streams)connected to the tributary or the ground surface.
For the reasons outlined above, there is the potential that subsurface disposal of treated
groundwater via drain fields, infiltration galleries,and/or injection wells in the retention basin area
located to the south and southwest of the Site would result in direct discharge of water to the
ground surface and/or unnamed tributary of Taggart Creek. Therefore, subsurface disposal is not
considered a technologically feasible non-discharge alternative for the treated DPE system
effluent, and present value costs for the subsurface disposal alternatives were not evaluated.
Spray Irrigation
As discussed above, land in the area of the Site is primarily developed and is not available for
spray irrigation of treated groundwater effluent. As noted above, a stormwater retention basin
owned by the City of Charlotte is located to the south and southwest of the Site(discussed above).
Because this area is subject to flooding during storm events and there is a low volume of
unsaturated soil present in the area,disposal of treated water via spray irrigation in this area would
result in direct discharge to the unnamed tributary of Taggart Creek. Therefore, spray irrigation is
not considered a technologically feasible non-discharge alternative for the treated DPE system
effluent, and present value costs for the subsurface disposal alternatives were not evaluated.
Alternatives Analysis Summary
As presented above, our evaluation of three non-discharge options for management of treated
groundwater effluent from the DPE systems indicates that non-discharge options are not allowable
or feasible. Therefore, discharge of treated groundwater effluent from the DPE systems via
NPDES is appropriate.
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Mr. Charles Weaver
February 28, 2022
Page 9
We request a prompt response to this application such that LNAPL recovery can commence.
Please contact us if you have any questions of need additional information.
Sincerely,
Hart& Hickman, PC
SAO tilsl""'s
Scott Drury, PE Shannon Cottrill
Project Manager Project Manager
Matt Bramblett, PE
Principal Engineer
Enclosures:
Email from Charlotte Water dated 10/18/21
NPDES General Permit NCG510000 Application Package(2 sets)
Check for$100, payable to NCDEQ
cc: Mr. Jimmy Jordan, PG, CLT(Via E-Mail)
Mr. Josh Eller, CLT(Via E-Mail)
Mr. Dan Bowser, PG, DEQ DWM (Via E-Mail)
hart hickman
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it
Enclosures
Check for$100, payable to NCDEQ
Email from Charlotte Water dated 10/18/21
NPDES General Permit NCG510000 Application Package

Scott Drur
y
From: Gintert, Bill <[e-mail]>
Sent: Monday, October 18, 2021 7:54 PM
To: Scott Drury
Subject: Re: [EXT]FW: Remediation Groundwater Discharge to POTW
Mr. Drury,
Charlotte Water does not accept groundwater discharges into the sanitary sewer system. Based on your
description of the treatment protocol you are developing it may be possible for it to be permitted for release
under a NPDES permit from the North Carolina Department of Environmental Quality. You will need to
contact them directly to see if that may be an option.
Please contact me if I can be of further assistance.
Thanks,
Bill Gintert
Environmental Compliance Manager
Charlotte-Mecklenburg Utilities
Environmental Management Division
System Protection
4222 Westmont Dr.
Charlotte, NC.28217
P:704-336-4636
F:704-336-5077
[e-mail]
From:Scott Drury<[e-mail]>
Sent: Monday,October 18, 2021 10:50 AM
To:Gintert, Bill<[e-mail]>
Subject: [EXT]FW: Remediation Groundwater Discharge to POTW
EXTERNAL EMAIL:This email originated from the Internet.Do not click any images,links or open any attachments unless you recognize and trust the sender and
know the content is safe.Please click the Phish Alert button to forward the email to Bad.Mail.
Mr. Gintert, I am following up on the email below. Please let me know if you need additional information or would like
to discuss. Thanks,
Scott Drury
919-414-0750
Hart& Hickman, PC
From:Scott Drury
Sent:Thursday, October 7, 2021 12:30 PM
To: [e-mail]
Subject: Remediation Groundwater Discharge to POTW
Mr. Gintert,
1

I am evaluating alternatives for disposal of groundwater generated during remediation activities at a site near CLT. The
groundwater will be treated to reduce dissolved petroleum-related constituent concentrations prior to
discharge/disposal. We expect a treated effluent discharge rate of approximately 20,000 gpd for several years during
project execution.
I understand that Charlotte Water does not accept groundwater discharge to the sanitary sewer unless specifically
authorized. Therefore, I wanted to inquire with you to see if it may be possible to obtain a special authorization to
discharge the treated groundwater to the POTW prior to eliminating this potential option.
I would appreciate if you would let me know if this discharge could be approved and/or if there is someone else I should
contact.
Thank you,
. Scott Drury PE, Project Manager
Hart& Hickman, PC
2923 S Tryon Street, Suite 100 • Charlotte, NC 28203
` Direct/Mobile: [phone]
www.harthickman.com I O '� FRI
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2

NPDES General Permit No. NCG510000 Application
l

Division of Water Resources FOR AGENCY USE ONLY
ATA
National Pollutant Discharge Elimination System(NPDES) Date Received
NCDENR Application for Coverage Under General Permit Year Month Day
aoaa n oil
N C G 510 0 0 0 Certificate of Coverage
Authorization to Construct groundwater remediation projects designed N C G 5 1 0 S 5 CP
to treat petroleum-contaminated groundwater. Check#GVitgcS(49 j oO'
Assigned To:
NOTICE OF INTENT
[Required by 15A NCAC 02H.0127(d)];[term definition see 15A NCAC 02H.0103(19)1
(Please print or type)
1) Mailing address of owner/operator(address to which all permit correspondence will be mailed):
Company Name City of Charlotte,Aviation Department,Charlotte Douglas International Airport
Company Contact Jimmy Jordan,P.G.
Street Address 5601 Wilkinson Blvd
City Charlotte State NC ZIP 28208-
Telephone# [phone] Fax [phone]
Cell/Mobile# [phone] Email jdjordan(ii`cltairport.cotn
2) Location of facility producing discharge:
Facility Name Airport Drive Release
Facility Contact Jimmy Jordan,P.G.
Street Address 5414 Airport Drive
City Charlotte State NC ZIP 28208-
County Mecklenburg
Telephone [phone] Fax [phone]
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-85 Exit 33,drive 1.7 miles south on Billy Graham Pkwy(Route 4),turn right onto Morris Field
Dr(State Rd 1380)and drive west 0.3 miles,turn left onto Airport Dr(State Rd 1248)and drive south
0.4 miles to Site.
(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

NCG510000 New Application
4) This NPDES permit application applies to which of the following:
® New[term definition see 15A NCAC 02H.0103(161]or Proposed
Does the facility have an approved CAP?
® Yes —Date approved: 12/1/2021
❑ 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: Mr.Dan Bowser(NC DEQ UST Section-Mooresville RO)
Site Ranking(A-E): Not Ranked GW incident#: 18989
❑ 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)]?
® Yes-List the permit numbers for all current NPDES permits for this facility: NC0083887
❑ No
6) Description of discharge: [Required by 15A NCAC 02H.0105(c)(1)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): 2
c) Volume of discharge per each discharge point(in GPD): 14,000 gpd(estimated maximum); however,it is
anticipated that average discharge will be less than 10,000 and.
7) Discharge frequency: [Required by 15A NCAC 02H.0105(c)(1)]
a) The discharge is: ® Continuous
❑ Intermittent-Describe when the discharge will occur:
For each of two DPE recovery systems,recovered groundwater will generally be discharged
continuously; however,the discharge flow will be dependant on groundwater recovery rates(which
are anticipated to vary). In addition,each DPE system includes a 250-gallon water holding tank
between the oil-water separator and water filtration units. Upon reaching a high level condition,
water in the holding tank will be pumped through filtration units(i.e.,bag,zeolite,and GAC)prior to
being discharged to the locations depicted in Figure 3.
b) What is the source(s)of contamination(i.e.gasoline,diesel,solvents,etc.)?: Aviation fuel(Jet-A)
General permits may be obtained for gasoline and/or heavy fuel contamination. An individual permit application must
be submitted for sites contaminated with other constituents such as solvents and pesticides.
c) Is free product present?
® Yes-Product storage tank and an oil/water separator are required. Free product is defined as any
measurable accumulation of 1/8"or more in a well or floating on surface water.
❑ No
Page 2 of 5 Revised 9/1/13
L

NCG510000 New Application
8) Treatment system components: [Required by 15A NCAC 02H .0105(c)(3)1
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 ® Carbon Adsorption ® Filters
® Other: Zeolite Adsorption
a) If an Oil/Water separator is present,please provide the following information:
i) Rated flow capacity of the unit(in GPM): 5-20 gpm
ii) Volume of unit(gal): 90 gal
iii) Detention time(min): 9 min(a, 10 gpm
iv) Free product disposal method: Free product will be accumulated in a product holding tank
before being removed and transported off-Site for recycling,use as fuel,or disposal as non-
hazardous waste in accordance with applicable regulations by an appropriately licensed
contractor.
b) If an air stripper is present,please provide the following information:
i) Rated flow capacity of the unit(in GPM): Not present
ii) Air provided for stripping(in CFM):
iii) Air to Water ratio:
iv) Number of trays(if applicable):
(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): 100 gpm(max)
ii) Number of carbon units and arrangement if number exceeds one(i.e.,in parallel or in series): 2(in series)
iii) Pounds of carbon in each unit: 1,000 lbs
iv) Specify carbon breakthrough time: 30 to 100 days during the initial few months of system
operation. Breakthrough times are expected to increase throughout the corrective action as
LNAPL recovery rates and compound concentrations in system influent decrease.
(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): 200 gpm (total), I00 gpm for single filter operation
ii) Arrangement of particulate filters within the system: ® Parallel ❑ Series
e) Solids disposal method: Bag filters will be disposed in a Subtitle D landfill;granular activivated
carbon(GAC)will be disposed in a Subtitle D landfill or recycled
fl If other components to be included,please specify: Each DPE system will include one zeolite adsorption
unit with maximum rated flow capacity of 100 gpm and 2,000 lbs of zeolite.
9) Receiving waters: [Required by 15A NCAC 02H .0105(c)(1)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). DPE Sytem #1 dischages to a stormwater retention basin which drains to a
storm sewer operated by the City of Charlotte and the storm sewer discharges to a retention basin
which drains to an unnamed tributary of Taggart Creek. DPE Sytem #2 dischages to the same
unnamed tributary of Taggart Creek(see Figure 3).
Page 3 of 5 Revised 9/1/13

NCG510000 New Application
b) Stream Classification(i.e.WS-IV,C,SA,etc): C
10)Alternatives to direct discharge:
[Evaluation required by G.S.$ 143-215.1(b)(5)(a)and 15A NCAC 02H .01051c)(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
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(cI.
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

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: Scott Drury,PE(Hart& Hickman,PC)
Title: Project Manager
(Please review 15A NCAC 02H.0106(e)for authorized signing officials)
Click here to enter a date.
(Signature of Applicant) (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)1
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(b4,unless all of the
following items have been included:
® Complete application with all supporting documents(plus one copy of entire package)
® Check or money order for$100.00,payable to NCDENR
® 3 copies of county map or USGS quad sheet with location of facility clearly marked on map
® 3 sets of plans and specifications signed and sealed by a North Carolina P.E.(if new or modified permit)
® Thorough responses to items 1-11 on this application
® Alternatives analysis including present value of costs for all alternatives
Note: The submission of this document does not guarantee the issuance of an NPDES permit.
Page 5 of 5 Revised 9/1/13

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NOTES .
23
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3. DPE=DUAL PHASE EXTRACTION DATE:09-29-21 REVISION NO.0
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QUADRANGLE 7.5 MINUTE SERIES(TOPOGRAPHIC) SMARTER ENVIRONMENTAL SOLUTIONS
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NOTES .
1. AERIAL IMAGERY OBTAINED FROM MECKLENBURG hart 2923 South 1 ryon SI r, I Stifle lUq hickman Charlotte,North Carolina 28203
COUNTY GIS,2021.
2. STORMWATER LINE LOCATION BASED ON A STEWART 704-586-0007(p)704586-0373(f)
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SURVEY DATED JUNE 16,2021.
3. OPE=DUAL PHASE EXTRACTION DATE:09-29-21 REVISION NO.0
JOB NO.CDA-044 FIGURE NO.3

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CHARLOTTE WEST,NC 2019 7O4-586-000'(p)704-586-0171(0
QUADRANGLE 7.5 MINUTE SERIES(TOPOGRAPHIC) SMARTER ENVIRONMENTAL SOLUTIONS
DATE: 09/30/21 REVISION NO. 0
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$ MONITORING WELL CHARLOTTE, NORTH CAROLINA
® EXISTING RECOVERY WELL la
NOTES 2923 South Tryon Street-Suite 1110
® PROPOSED DPE RECOVERY WELL hart ^• hickman Charlotte,North Carolina 28203
PROPOSED DPE SYSTEM LOCATION 1. AERIAL IMAGERY OBTAINED FROM MECKLENBURG • 704-586-01107(p)7114-586-0373(1)
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SMARTER ENVIRONMENTAL SOLUTIONS l.tcntsc#C-12h9/#(.-_4S(;colnk.l
2. PARCEL DATA OBTAINED FROM MECKLENBURG
COUNTY GIS,2021 AND CESI LAND DEVELOPMENT DATE:09-27-21 REVISION NO.0
SERVICES RECOMBINATION SURVEY.
JOB NO.CDA-044 FIGURE NO.2

::
. ,., ,
. 1 gi . ..,..
IDP[#11
1
RETENTION BASIN DISCHARGES LOCATION OF DPE SYSTEM#1 TREATED
TO STORM WATER SEWER LINE " I EFFLUENT DISCHARGE(TO RETENTION BASIN)
STORMWATER RETENTION
BASIN WITH SAND FILTER BED
...
I'` •
I
�
�.e PI e
PX-
GG
'
STORMWATER OUTFALL OPE#L 4.FP
P�
*0
LOCATION OF DPE SYSTEM#2/�
TREATED EFFLUENT DISCHARGE '
TO RAP RAP ON STREAM BANK /
OVERLAND STORMWATER
FLOW PATH TO TRIBUTARY
STORMWATER
RETENTION BASIN
Ai
LEGEND I / NPDES DISCHARGE LOCATIONS
-->— >- SURFACE WATER/STREAM
—•—•— DPE SYSTEM TREATED WATER EFFLUENT LINE APPROXIMATE
0 60 120 AIRPORT DRIVE RELEASE
STORM WATER SEWER LINE
SCALE IN FEET UST INCIDENT#18989
DPE#1 PROPOSED DPE SYSTEM LOCATION AIRPORT DRIVE
CHARLOTTE, NORTH CAROLINA
NOTES .
oryvm rccl
1. AERIAL IMAGERY OBTAINED FROM MECKLENBURG hart hickman C2923harlotteSu th,NoTrth Car Stolina-S 28203mtc llul
COUNTY GIS,2021. 111/2. STORMWATER LINE LOCATION BASED ON A STEWART 704�RG-0007(p)7045AG0373(1)
ENGINEERING,INC.SUBSURFACE ENGINEERING SMARTER ENVIRONMENTAL SOLUTIONS I Iccnsc#C-1269/#( 24i Geolog
SURVEY DATED JUNE 16,2021.
3. DPE=DUAL PHASE EXTRACTION DATE:09-29-21 REVISION NO.0
JOB NO.CDA-044 FIGURE NO.3

Attachment A
Designation of H&H as Authorized Representative for the City of Charlotte- Aviation Department

I
CCIIIT°.
CHARLOTTE DOUGLAS"'
INTERNATIONAL AIRPORT
February 28, 2022
Via Email
Hart & Hickman, PC
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
Attn: Mr. Shannon Cottrill, Project Manager
Re: Agent Authorization for:
Application for Coverage Under NPDES General Permit NCG510000
Charlotte Douglas International Airport
Airport Drive Release
Charlotte, North Carolina
NC DEQ UST Section Incident #18989
Dear Mr. Cottrill:
The City of Charlotte, Aviation Department, Charlotte Douglas International Airport (Applicant)
has designated Hart & Hickman, PC as its authorized representative for the purpose of
submitting an Application for Coverage Under NPDES General Permit NCG510000 to the North
Carolina Department of Environmental Quality for the Airport Drive Release site located at
5414 Airport Drive in Charlotte, Mecklenburg County, North Carolina.
If you have any questions regarding this authorization or require additional information, please
contact me at [phone] or via email at [e-mail].
Sincerely,
-- ' aCil
to Christine, A.A.E.
Chief Operating Officer
CITY OF CHARLOTTE, AVIATON DEPARTMENT
CHARLOTTE DOUGLAS INTERNATIONAL AIRPORT
PO Box 19066
Charlotte, NC 28219
P.704.359.4000
K7))OWNED AND OPERATED BY THE CITY OF CHARLOTTE citairport.com

COL IT
CHARLOTTE DOUGLAS'
INTERNATIONAL AIRPORT
February 28, 2022
Via Email
Hart & Hickman, PC
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
Attn: Mr. Shannon Cottrill, Project Manager
Re: Agent Authorization for:
Application for Coverage Under NPDES General Permit NCG510000
Charlotte Douglas International Airport
Airport Drive Release
Charlotte, North Carolina
NC DEQ UST Section Incident #18989
Dear Mr. Cottrill:
The City of Charlotte, Aviation Department, Charlotte Douglas International Airport (Applicant)
has designated Hart & Hickman, PC as its authorized representative for the purpose of
submitting an Application for Coverage Under NPDES General Permit NCG510000 to the North
Carolina Department of Environmental Quality for the Airport Drive Release site located at
5414 Airport Drive in Charlotte, Mecklenburg County, North Carolina.
If you have any questions regarding this authorization or require additional information, please
contact me at [phone] or via email at [e-mail].
Sincerely,• aCk-Christine, A.A.E.
Chief Operating Officer
CITY OF CHARLOTTE, AVIATON DEPARTMENT
CHARLOTTE DOUGLAS INTERNATIONAL AIRPORT
PO Box 19066
Charlotte, NC 28219
P. 704.359.4000
ftT))OWNED AND OPERATED BY THE CITY OF CHARLOTTE cltairport.com

CD17114.7.°
CHARLOTTE DOUGLAS'
INTERNATIONAL AIRPORT
February 28, 2022
Via Email
Hart & Hickman, PC
2923 S.Tryon Street, Suite 100
Charlotte, NC 28203
Attn: Mr. Shannon Cottrill, Project Manager
Re: Agent Authorization for:
Application for Coverage Under NPDES General Permit NCG510000
Charlotte Douglas International Airport
Airport Drive Release
Charlotte, North Carolina
NC DEQ UST Section Incident#18989
Dear Mr. Cottrill:
The City of Charlotte, Aviation Department, Charlotte Douglas International Airport (Applicant)
has designated Hart & Hickman, PC as its authorized representative for the purpose of
submitting an Application for Coverage Under NPDES General Permit NCG510000 to the North
Carolina Department of Environmental Quality for the Airport Drive Release site located at
5414 Airport Drive in Charlotte, Mecklenburg County, North Carolina.
If you have any questions regarding this authorization or require additional information, please
contact me at [phone] or via email at [e-mail].
Sincerely,
ac�
Christine, A.A.E.
Chief Operating Officer
CITY OF CHARLOTTE,AVIATON DEPARTMENT
CHARLOTTE DOUGLAS INTERNATIONAL AIRPORT
PO Box 19066
Charlotte, NC 28219
P.704.359.4000
(tT))OWNED AND OPERATED BY THE CITY OF CHARLOTTE cltairport.com

Attachment B
Approval for Discharge to Storm Water Sewer System

/ Charlotte-Mecklenburg
(/ / 1 STORM
WATER StormWater.CharMeck.org
Services
December 6,2021
NC Department of Environmental Quality
Mooresville Regional Office
Division of Water Resources-Water Quality Permitting Unit
610 East Center Avenue
Suite 301
Mooresville, NC 28115
Subject: NPDES Permit Application-request to discharge into the City of Charlotte municipal
stormwater system on property owned by the City of Charlotte at Charlotte Douglas International
Airport in Charlotte,NC
Division of Water Resources:
Regarding Hart&Hickman's request on behalf of the City of Charlotte-Aviation Department in
their NPDES permit application to discharge treated water from a remediation system at the above-
referenced location into Charlotte's stormwater system,Charlotte Mecklenburg Storm Water
Services (CMSWS)approves the discharge.
CMSWS would like to make the permittee and NC DEQ aware of the following considerations and
information:
• CMSWS reserves the right to access,inspect,sample,and review documentation regarding
the groundwater treatment system at any time.
• In the event of an illicit discharge,bypass,or exceedance of permit discharge limits,City of
Charlotte-Aviation Department or its consultant shall immediately notify CMSWS and
immediately implement corrective actions.
• CMSWS reserves the right to rescind approval to discharge to the City of Charlotte's MS4 for
due cause including gross improper operation of the system,an established trend of
discharge limit exceedances,failure to provide notification of illicit discharges,system
bypasses,and similar reasons.
• CMSWS does not guarantee adequate capacity is available to permitted dischargers to keep
any property or street free of water or harm as a result of this discharge. It is recommended
that if discharge flows are anticipated to be high,the discharger should avoid discharging
during wet weather.
• CMSWS takes no responsibility for backflows from the public drainage system into the
permitted discharger's system.
If you have any questions or concerns,please contact Andrew DeCristofaro at(704) 517-8771.
•
,��'��� ��� 2145 Softie Avenue ' 600 East 4th Street
�r,j,�,�. Charlotte,NC 28208 Charlotte,NC 28202
?i charlottenc.gov

Division of Water Resources
December 6,2021
Page 2
Sincerely,
Andrew DeCristofaro
Water Quality Program Specialist
cc: Scott Drury, Hart&Hickman,PC

Charlotte-Mecklenburg
f/ / 1 STORM
WATER StormWater.CharMeck.org
Services
December 6,2021
NC Department of Environmental Quality
Mooresville Regional Office
Division of Water Resources-Water Quality Permitting Unit
610 East Center Avenue
Suite 301
Mooresville,NC 28115
Subject: NPDES Permit Application-request to discharge into the City of Charlotte municipal
stormwater system on property owned by the City of Charlotte at Charlotte Douglas International
Airport in Charlotte,NC
Division of Water Resources:
Regarding Hart&Hickman's request on behalf of the City of Charlotte-Aviation Department in
their NPDES permit application to discharge treated water from a remediation system at the above-
referenced location into Charlotte's stormwater system,Charlotte Mecklenburg Storm Water
Services (CMSWS) approves the discharge.
CMSWS would like to make the permittee and NC DEQ aware of the following considerations and
information:
• CMSWS reserves the right to access,inspect,sample,and review documentation regarding
the groundwater treatment system at any time.
• In the event of an illicit discharge,bypass,or exceedance of permit discharge limits,City of
Charlotte-Aviation Department or its consultant shall immediately notify CMSWS and
immediately implement corrective actions.
• CMSWS reserves the right to rescind approval to discharge to the City of Charlotte's MS4 for
due cause including gross improper operation of the system,an established trend of
discharge limit exceedances,failure to provide notification of illicit discharges,system
bypasses,and similar reasons.
• CMSWS does not guarantee adequate capacity is available to permitted dischargers to keep
any property or street free of water or harm as a result of this discharge. It is recommended
that if discharge flows are anticipated to be high,the discharger should avoid discharging
during wet weather.
• CMSWS takes no responsibility for backflows from the public drainage system into the
permitted discharger's system.
If you have any questions or concerns,please contact Andrew DeCristofaro at(704) 517-8771.
•
1M600 East 4th Street
C,orlotte,NC 28202
charlottenc.gov

Division of Water Resources
December 6, 2021
Page 2
Sincerely,
Andrew DeCristofaro
Water Quality Program Specialist
cc: Scott Drury, Hart&Hickman, PC

/ Charlotte-Mecklenburg
d STORM
WATER StormWater.CharMeck.org
Services
December 6,2021
NC Department of Environmental Quality
Mooresville Regional Office
Division of Water Resources-Water Quality Permitting Unit
610 East Center Avenue
Suite 301
Mooresville,NC 28115
Subject: NPDES Permit Application-request to discharge into the City of Charlotte municipal
stormwater system on property owned by the City of Charlotte at Charlotte Douglas International
Airport in Charlotte,NC
Division of Water Resources:
Regarding Hart&Hickman's request on behalf of the City of Charlotte-Aviation Department in
their NPDES permit application to discharge treated water from a remediation system at the above-
referenced location into Charlotte's stormwater system,Charlotte Mecklenburg Storm Water
Services (CMSWS)approves the discharge.
CMSWS would like to make the permittee and NC DEQ aware of the following considerations and
information:
• CMSWS reserves the right to access,inspect,sample,and review documentation regarding
the groundwater treatment system at any time.
• In the event of an illicit discharge,bypass,or exceedance of permit discharge limits,City of
Charlotte-Aviation Department or its consultant shall immediately notify CMSWS and
immediately implement corrective actions.
• CMSWS reserves the right to rescind approval to discharge to the City of Charlotte's MS4 for
due cause including gross improper operation of the system,an established trend of
discharge limit exceedances,failure to provide notification of illicit discharges,system
bypasses,and similar reasons.
• CMSWS does not guarantee adequate capacity is available to permitted dischargers to keep
any property or street free of water or harm as a result of this discharge. It is recommended
that if discharge flows are anticipated to be high,the discharger should avoid discharging
during wet weather.
• CMSWS takes no responsibility for backflows from the public drainage system into the
permitted discharger's system.
If you have any questions or concerns,please contact Andrew DeCristofaro at(704) 517-8771.
•
'ri� 2145 Suttle Avenue � 600 East 4th Street
1 Charlotte,NC 28208 C rorlotte,NC 28202
ammenom
i,,,_�y charlottenc.gov

Division of Water Resources
December 6, 2021
Page 2
Sincerely,
Andrew DeCristofaro
Water Quality Program Specialist
cc: Scott Drury,Hart&Hickman, PC

Attachment C
DPE Treatment System Plans and Major Component Specifications

....--
POWER Ol A PH SF EXTRA_^'ON(OPE1\x-m./1 h/2 CIFIC TIONS
DISTRIBUTION
PANEL CONTROL PANEL
1. DPE SYSTEMS SHALL BE PRE-CONSTRUCTED TO APPLICABLE BUILDING CODE INSIDE AN
INSULATED CONTAINER/BUILDING. EACH CONTAINER/BUILDING SHALL BE SECURED TO A
ALARM LIGHTS PANEL LIGHTS/INDICATORS PANEL SWITCHES CONCRETE SLAB AND GROUNDED. EACH CONTAINER/BUILDING SHALL INCLUDE TWO MR
0 MS LSHH O OPE SYSTEM OPERATING O OPE SYSTEM BLOWER VENTS INSTALLED ON THE WALL OPPOSTTE THE EXHAUST FAN,AND A DOUBLE STEEL
DOOR AND A MINIMUM OF ONE SINGLE STEEL DOOR WITH KEY LOCKS.
EXHAUST WITH HINGED RAIN FLAP WIRELESS
12' (MIN)ABOVE GRADE 7ELE11ETRY 0 EOT LSHH 0 MS TRANSFER PUMP OPERATING () MS TRANSFER PUMP 2. DPE STSILM ELECTRICAL COMPONENTS(MOTORS.WIRING,SWTILHES,LIGHTS.ETC.)SHALL
BE INTRINSICALLY SAFE/RATED EXPLOSION PROOF AND MEET THE NATIONAL ELECTRIC
CODE(NEC)PER CLASS I. DMSION 1 AREA CLASSIFICATION. ELECTRICAL.COMPONENTS
0 WHT LSHH 0 EOT TRANSFER PUMP OPERATING ® EOT TRANSFER PUMP SHALL CONFORM WITH NEC AND LOCAL ELECTRICAL CODES.
0 WHT PUMP OPERATING WHr TRANSFER PUMP 3. COMPONENTS INSIDE DASHED BLUE UNE WITHOUT SPECIFIED MATERIAL TYPE INDICATED
FLIER 0 PHT LSHH ® AND WHICH CONTACT UQUID SHALL BE MATERIAL WITH A JET FUEL COMPATIBILITY RATING
OF EXCELLENT(AS IDENTIFIED EN COLE-PALMER CHEMICAL COMPATIBILITY DATABASE).
_ _ 0 DPE SYSTEM TSHH ® HOUR METER(DEPICTING DPE
BLOWER OPERATING HOURSI 4. DEARER VMK0303K LIQUID RING PUMP PACKAGE,225 ACFM(NOMINAL),28'Hg(MAX),
MUFFI R O WHT PUMP PSHH I
2OHP 230/460/3PH XP MOTOR.
O TEMPERATURE(AMBEST INDICATOR 5. CONTINENTAL PUMP MODEL CPML15-44 PROGRESSIVE CAVITY TRANSFER PUMP. 1HP,
© AIR ASIDE CA TRAILER) 430V 3PH XP MOTOR. PUMP SHALL INCLUDE BALL VALVES AND UNIONS ON INLET AND
OUTLET
O 6. PRODUCT RECOVERY MANAGEMENT(PRM)FILTRATION OWS-20 5-20 GPM OIL-WATER
- SEPARATOR.
• ' 7. EDT AND WHT PUMPS SHALL BE STAINLESS STEEL SETS'-PRIMING CENTRIFUGAL PUMPS
© WHICH INCLUDE BALL VALVES AND UNIONS ON INLET AND OUTLET.
0 - A. 8. CONTROL PANEL SHALL BE ASSEMBLED INSIDE A NEMA 4 ENCLOSURE MOUNTED TO
FLIER DPE� � BUILDING EXTERIOR. CONTROL PANEL UGHTS AND INDICATORS SHALL BE PUSH-TO-TEST
SEE SPEC,�)� IS 1 AND LABELED. ALARM/SHUTDOWN SWITCHES SHALL BE WIRED TO PROVIDE LOCAL AND
GSP .. ( DEMISTER 1 REMOTE ANNUNCIATION M OW ID SHUT(MN SEQUENCE USING A PROGRAMMABLE LOGIC
` © © CONTROLLER OR RELAY LOGIC. ALARM/SHUTDOWN INDICATORS SHALL L BE WIRED TO A
rREMOTE TELEMETRY STSILM TO PROVIDE REMOTE NOTIFICATION OF ALARM/SHUTDOWN
CONDITIONS VIA A CELL PHONE AND WEB-BASED SERVICE. CONTRACTOR SHALL
F.(� COORDINATE AND CONNECT STSILM TO REMOTE TELEMETRY SERVICE.
-- — - 9. OPE SYSTEM CONSTRUCTION CONTRACTOR SHALL OBTAIN TURD-PARTY INSPECTION
�( CERTIFICATION FOR THE 5TSTEM/EQUIPMENT FROM AN INSPECTION COMPANY(I.E,MET
INTERIOR LIGHTS LABORATORIES)PRIOR TO OELNERY TO THE SITE. THE INSPECTION COMPANY SHALL BE
APPROVED BY HNH PRIOR TO INSPECTION.
10.OPE STOLEN CONSTRUCTION CONTRACTOR SHALL WARRANTY THE SYSTEM/EQUIPMENT FOR
A PERIOD OF 12 MONTHS(MIN)AND WARRANTY THE DPE BLOWER FOR A PERIOD OF 36
c i >I MONTHS(MIN).
,_.j/SIGHT EXHAUST FAN
TUBE
MOISTURE
pARATOR
PRM MIOD ® swMMER LSFRH WALL HEATER
H043
TQ 0 OWS-OIL-WATER SEPARATOR
3 _ LSH e— MS-MOISTURE SEPARATOR
^ EOT- PRODUCTEQUALIZAT1ON TANK
-JJ 120V DUPLEX PHT HOLDING TANK
115 PUMP OUTLET WHT-WATER HOLDING TANK
(SEC SPEC f5) EQUALIZATION TANK GSP-GALVANIZED 5D1L PIPE
1,50E CAL mg/L-MILLIGRAMS PER LITER
r ^ ^ DOUBLE-WALL
V V V-13
1 GSP ©� %I
n OIL-WATER SEPARATOR
(SEE SPEC/6)
EQT TRANSFER PUMP
(SEE SPEC/7) N. ~ CD,
I WATER HOLDING CH
3-(MIN)GSP HEADER
N ___ 225 GAL
I
LSL
„ 3-(MIN)GSP HEADER -__1 - ,•. . - - - L_ _
I I
III — I- - aao-o-o-L:,I7c-i- 7-1- -7,0- _
—1 III o-o-o-o-o-(N� _ _
PSHH
O © GSP Db
4 2.000 LB UQUID 1,00E LB UOUD 1,00E LB LDIIID
I PRODUCT HOLDING TANK a PHASE ZEOLITE UNIT PHASE GAC VESSEL n PHASE GAO VESSEL
[ [ [ II 1.00E GAL DOUBLE-WALL PI 15 L9
SIGHT II WHT TRANSFER PUMP "
TUBE
- (SEE SPEC/7)
(TYP)
N _ r+4_1SP /
Y GSP-.'".".'
//
L (TW) _ _ J
H- — — — — -- - DUPLD(HALO FILTER •
.r .i- ...• ...+ .^ .� ...� ...� ...� IF
25 GPM(WIN)75 _-
PRODUCE DISCHARGE COMPONENTS INSIDE THIS UNE WHICH N
2'MALE CAM LOCK CONTACT UQUID SHALL BE JET FUEL GSP
SIXTH UNE INCLUDED COMPATIBLE(SEE SPEC/3)
WITH OPE SYSTEM/2 SIXTH UNE INCLUDED EFFLUENT DISCHARGE
WITH DPE SYSTEM/2
TERMINATE OUTSIDE BUEDING.TO
BE CONNECTED TO 2-SCH BO
PVC DPE CARRIER PIPE(TIP)
LEGEND
® FLOW METER(LIQUID) a LEVEL SWITCH HIGH FINAL DESIGN-NOT RELEASED
® TOTALIZING FLOW METER(LIQUID) ® LEVELSWCHLOW FOR CONSTRUCTION M
R
E SYSTEMS#1&#2
® VAPOR FLOW INDICATOR N BALL VALVE L L I 1 II R P&DDPAND SPECIFICATIONS
O VACUUM INDICATOR IX GATE VALVE `�\�� CAROM "°A" AIRPORT DRIVE RELEASE
® PRESSURE SWITCH HIGH/HIGH CHECK VALVE �O�' ES SNO.'*
i p 1....."-:-. UST INCIDENT#18989
O PRESSURE INDICATOR -'► VACUUM REUEF VALVE(SET PER _ :p SEAL T.': El- AIRPORT DRIVE
MANUFACTURER RECOMMENDATION) _ 039716 _ CHARLOTTE,NORTH CAROLINA
p DIGITAL TEMPERATURE INDICATOR 1/.4 FA`Q.•
SAMPLE PORT •ft9.(NE.,Tr•-A1111
® TEMPERATURE SWITCH HIGHIHIGH i-isCO hart A1.hickman Ln2.r,,-
® ELECTRICAL LINE ,/V. 1'T�A\�� %MARTtx,•,vm... LN'3u.. .. .. .
LEVEL SWITCH HK'JPHIGM
/ A,SGLYIIRIN Ixrnu-l.
® LEVEL SWITCHLOW/LOW DATE'02-17-22 REVISION NO.
JOB NO.CDA-044 FIGURE NO.10

NOTE: ALL RIGHTS RESERVED. THIS NOTES DESIGN DATA
DRAWING MUST NOT BE REPRODUCED IN
ANY FORM WITHOUT THE WRITTEN
PERMISSION OF HIGHLAND TANK®. 1. SEE PLAN VIEW FOR TRUE ORIENTATION AND CAPACITY - 1,500 GALLONS
HIGHLAND TANK® SHALL BE RESPONSIBLE LOCATION OF FITTING
OFFABRICATTION DRAWNGTEMS CUNLESSTED N THIS OTHERWISE 2. LIFTING LUGS FOR UNLOADING UNIT & STANDING TYPE - VERTICAL DOUBLE WALL
NOTED. CUSTOMER IS RESPONSIBLE FOR UNIT UPRIGHT TO BE PLACED AS NEEDED BY NO. REQ. - -
VERIFYING CORRECTNESS OF SIZE AND
LOCATION OF FITTINGS, ACCESSORIES, AND FABRICATION SHOP OPERATING PRESSURE - ATMOSPHERIC
COATINGS SHOWN ON THIS DRAWING. 3, A 3x3xY4" STEEL GROUNDING LUG WITH A %"0 SPECIFIC GRAVITY = 1.0
TOUCH UP OF FINISHED PAINT IS
REQUIRED BY INSTALLATION HOLE IN CENTER TO BE PLACED ON SHELL AT CONTRACTOR. TOUCH UP PAINT SHIPPED BOTTOM OF TANK IN LINE WITH LIFTING LUGS TANK MATERIAL - MILD CARBON STEEL
WITH TANK. THICKNESS - TOP- FLAT SINGLE WALL 10 GA
THICKNESS - INNER- SHELL: 7 GA BOTTOM: 1/4"
THICKNESS - OUTER- SHELL: 7 GA BOTTOM: 1/4"
CONSTRUCTION - LAP WELD OUTSIDE ONLY- INNER
& OUTER
TOP & BOTTOM HEADS ARE FLAT FLANGED
TANK TEST - INNER: 2 PSIG
OUTER: +2 PSIG OR 13"hg VACUUM
INT. FINISH - NONE
0• EXT. FINISH - SHOP PRIMER
A C LABEL - UL 142
300' LEGEND
\
`�i; .�\ A 6" FFSO 150# FLANGE - PRIMARY EMERGENCY
�� B , VENT USE
I B 6" FFSO 150# FLANGE, SECONDARY EMERGENCY
`� i VENT IN INTERSTICE EXTENSION BOX, MARK w/
270' RDA T I I 90' SPECIAL WARNING LABEL
D I `' /10 I\ ' C I C 4" HALF COUPLING
I
E -4-''
D 2" INTERSTITIAL MONITOR PIPE
24"0 TIGHT BOLT MANWAY w/ 1/8" FIBREFLEX
/A ,'/ E GASKET MATERIAL.
135'
180'
B
/ C,E,C A
D
C
-00
I
Q I �
O W
z
I z
O) I
X O
O I
I
L J /�
5'-4"0 INNER ,e , �
Hiublal Tank
UNLESS NOTED, TOLERANCES ARE +/- 1'
1 ,500 GAL 64"0 DW VERTICAL
CUSTOMER:
PROJECT:
QUOTE NO: CHK'D BY,
SCALE, -DATE, DWG. BY, WG. NO.
1/2'=1'-0' 015 0 0 A VD W6 4

ABANAKI
PORTABLETOTE.1 0 PORTABLE OIL sKimmER
Enjoy the Benefits of Oil Skimming!
• Tote-It is easily hand carried to the source of the problem
• Most inexpensive way to remove oil from water
• Saves coolants by removing tramp oil
• Conserves parts wash water by removing oily wastes
• Prevents recontamination of parts as they are removed from wash tank
• Prevents plugging of spray heads and filters
• Reduces fluid disposal costs
• Skimmed oil can be recycled and reused as a lubricant or fuel
• Helps meet government requirements for water discharge
General Description
The Tote-It's patented design is a dependable and effective means of removing
free floating oil from water. The single assembly unit can be used in any
application where 115 VAC,60 or 220V,50 Hz power is available.
The Tote It utilizes a continuous belt and wiper to remove up to 12 gallons of oil
per hour from the fluid surface. The belt operates on a motor and pulley system
attached to a stabilizer bar that is immersed in the contaminated liquid. After
traveling over the head pulley,the belt passes through tandem wiper blades where
oil is scraped off both sides of the belt,and discharged through a 1-1/4 in.ID
hose. The tail pulley has flanges which allow it to roll freely on the inside of the
belt without becoming dislodged. It does not need to be fastened to the tank.
Oil skimming makes use of the differences in specific gravity and surface tension
between oil and water. These physical characteristics allow the belt to attract oil
and other hydrocarbon liquids from the surface of the fluid.
The Tote-It is especially well suited for parts washing and machining center
applications. By removing surface oil from a wash tank,the parts will not be
recontaminated as they are withdrawn. Removing tramp oil from a coolant tank
prevents excessive smoke and fumes due to oil burning during cutting operations.
It also reduces bacteria growth in the tank,along with the resulting odor.
The Tote-It Advantages
• Multiple site usage—easily moved from one place to another
• 36 lb.,single unit portability
• A single unit elevates and separates oil
• Can be used in tanks as shallow as a few inches
• Requires no tank modifications in most applications
• Maintains skimming efficiency in fluctuating fluid levels
• Easy mounting and fast cleaning,with minimal maintenance
<a•
'Q AItA\AICI
CORPORATION
104 OIL SKIMMER DIVISION
LA 17387 Munn Rand•Chop falls,Ohio 44023
Ph 144015417400•FAX[phone]
800-358-SKIM(7546)
Mtp://www.almaki.coen

1
TOTE-I ° PORTABLE OIL
MER '',
0
1
Where To Use The Tote-It
The Tote-It is designed for those applications where multiple tanks I
can take advantage of a single portable unit. It also can be used a
in permanent installations with limited access areas,such as small
ports washers and machining center coolant tanks. , .
Typical Applications ,
..w, • Wastewater sumps :'
• Parts washers
W. • Coolant systems
• Heat treating fluids _
r 1 ' • Food processing plants
-,,atedillik..
• Parking lots,garages,and service facilities
_ _411111v • Aircraft service areas and tarmac runoff `
• Truck,locomotive,and other mobile equipment washing ''"
facilities
..
Rugged Construction for Harsh • ,
Conditions U. 1111__ '"
The Tote-lt has been designed to last for many years. Belts are �
made of corrosion-resistant steel,or a polymer material. A tough "
power train keeps the Tote-It running under the most severe
a `11116P Ili,'
conditions. With the proper configuration the Tote-It can handle
liquid temperatures up to 212.F,and the pH of the fluid can range
from l to 13.
r
Key Features of the Tote-It:
• Small mounting and operating area -
• Easily hand carried from tank to tank
7/ it• Easily mounted on a flat surface
• Belt and wipers impervious to oils and fuels
• High temperature capability r. . • •
-
• Chip resistant powder coated finish
• Customized belt lengths and materials
• Fast cleaning with minimal maintenance ,."'

TOTE-IT DIMENSIONS Specifications:
MOTOR Oil Removal Rate l2gph(45.4 Iph)with 4 in.( 10 cm)wide belt
rIC �li' f 6 gph (22.8 1ph)with 2 in.( 5 cm)wide belt
Dcm) ; m ;� (i8cm) , 3 gph (11.4 Iph)with 1 in.(2.5 cm)wide belt
(6cm) 7 16"x.75 SLOT THRD
rco 3_t 2 PLACES
REMOVABLE GUARD _�(4cm) (Removal rate is based on 30 weight oil in water.)
7. 1.62
�2°°m75 PULL° Motor Fractional hp gear motor, 115VAC,60 Hz
4.250
����,�� 0ecm)
M. _ Belt Width Specify 4 in. (10 cm) 2 in. (5 cm) or 1 in. (2.5 cm)
11.94 i � � 3.001—
(30am) I:. : I _I _III (7
i - U TING Belt Length User specified (See"Belt Selection"next page.)
:......---!:..A.....:, 10.06 h10UNTING FOOTPRINT
I(18c MIN J Ai Belt Material Specify corrosion-resistant steel,or specially engineered
MOUNTING I 3.75 I.
,, ,,
SURFACE (9cm) polymer. (See Belt Selection.")
l DISCHARGE TOTE-IT "A" "B" "C"
BELT LENGTH HOSE 71_3/8' 3-7/8'`3-3/6' Wiper Nitrite standard,Viton,ceramic UHMW hybrid,and
(AS SPECIFID) t (29,9 (loan) (9cm) P / V
t 6'TO 5'0"
BELT 2^ 11-3/tl 4-I/; 4-3/j ceramic optional. Specify wiper material based on
286 0 (31cm) (11cm (11cm
(7cm) STABILIZER BAR q" I4-3/o -../< -,/dr
TAIL PULLEY (36cm) (11cm) 06cm) temperature and fluid compatibility.
IC;: 2.09 11 (See"Operating Limits.")
—�
(5 )
,i4c)� I `" J "B" L Mounting Method Flat base mount with oil discharge through a 1-1/4 in.I.D.
hose.See installation drawing.
Mounting Area See installation drawing.
MOUNTING DETAIL Weights' Complete assembly with stabilizer bar,tail pulley,and steel
belt 1 in.: average 30 lbs. (13.6 kg)
TOTE—IT 1", 2" OR 4" 2 in.: average 34 lbs. (15.4 kg)
4 in.: average 36 lbs. (16.3 kg)
22•00 •�'' 1 Options(Specify) • Oil Concentrator"'for virtually water-free oil discharge
(See description next page.)
SKIM TANK .. 0� • Storage stand
0.
v� ' t • Special belt lengths,over 5:: :er
to center
tDMOUNT B • Levlh• Pnematic orspecialectric
• Explosion proof
Operating Limits
Wipers2
Temperature of Liquid pH 1-S(acidic) pH 6 8(neutral) pH 9-14(alkaline)
33'F-180'F(0.S'C-82'C) Ceramic hybrid,CRV Ceramic hybrid,CRV,nitrite Ceramic hybrid,CRY,nitrite
1811-2121(83'(-100'11 CRY CRV CRV
Belts2
Temperature of Liquid pH 1-S(oada) pH6.8(neutral) pH 9.14((lkakne)
331-1401(0.5'C-60'(1 flattener Poly,Elostomer Poly,Elastomer
331.1801(0.5.(412.0 Conos,on Resistant Corrosion Resistom, Corrosion Resistant,
Carbon Steel,Poly Poly
181°F-2121(83'C-100°C) CR steel Corrosion Resistant, Corrosion Resistant
Carbon Steel
Standard The Abanaki Tote-lt is supplied with a belt guard,adjustable
Configuration wiper blade assembly,skimmer belt,tail pulley,and
f��
`' AIIA%iAKi stabilizer bar.
CORPORATION
1,.. In OIL SKIMMER DIVISION 1. The Totelt is UPS shippable.
17387 Munn Road•Chagrin Falls,Ohio 44023 2. Consult factory for recommendations covering operating conditions not listed here.
Ph:[phone]•FAX:[phone]
800-358-SKIM(7546)
http://www.abanaki.com

i � II
ABANAKI'S Oil Concentrators
The Oil Concentrator' is an option available on all ABANAKI oil skimmers. Under many operating conditions ABANAKI oil skimmers will pick up oil
with less than 5%water. But as surface oil is reduced to a thin layer(1/16 to 1/8 inches thick),more water or coolant may also be picked up
i `-J CLAMP SCREEN along with the oil. When used in tandem with the oil skimmer,an Oil Concentrator will solve this problem,and
POPIIIRM: provides virtually complete oil/water separation,saving money and improving the efficiency of the skimmer.
-ing� .— I= OIL
MOUNTING 9,w`Q ��y OUTLET Based on the principle of gravity separation,the Oil Concentrator uses no electricity,timers,sensors,pumps,or other
CHANNEL == _ - %//� ,. , � maven
=_- __WATER=-_- g parts. The Oil Concentrator sits behind the skimmer and receives its discharged oil. The unit comes complete
-_= WATER
T with a mounting bracket,removable sludge screen and a drain plug to ease clean up. For higher viscosity oils or low
TANK `---_-----<' '
temperature applications,a thermostatically controlled heater is available as an option.
Abanaki has thousands of skimmers installed worldwide at leading companies such as...
Army Corps of Engineers Dupont Mazak TRW
Bethlehem Steel Eaton Monroe Auto Equipment Underwriters Lab
Boeing Ford Motor New York Power Authority United Airlines
British Steel General Electric Nissan Motor U.S.Bureau of Reclamation
Bureau of Reclamation General Motors Nucor-Yamato Steel USS Great Lakes Fleet
Caterpillar Henry Filters Outboard Marine Volvo AB
Chevron Honda Quaker Oats Wartsila Diesel
Corning John Deere Timken Westinghouse Electric
Dow Chemical Kaiser Aluminum Toyota
Abanaki Oil Skimmer Quick Selector Chart Other Oil Skimming Products From Abanaki: '
. 1. OIL GRABBER MODEL 4 For Mid Volume
Single 4-inch wide belt(10 cm)
' i NM . Any length belt
um. Capacity:20 GPH(75 LPH)
. ri,,,, 2. OIL GRABBER MULTI-BELT For High Volume
Two to five 8-inch belts(20.3 cm)
Any length belts
Capacity:to 200 GPH(757.1 LPH)
I 3. OIL GRABBER MODEL 82 For Most Applications
1111,
Single 8-inch wide belt(20.3 cm)
r Any length belt
Capacity:40 GPH(151.4 LPH)
4. MIGHTY MINI For Small Applications
Oft GRABBER OIL GRABBER OIL GRABBER' MIGHTY MINI (Parts Washers,CNC Machines,55 Gal.Drums)
Single belt:1-inch or 2-inch(25.4 or 50.8 mm)
MODEL 4 MULTI-BELT MODEL 82 Belt length:6",12",18",24"(153,305,458,610 mm)
1 2 3 4Capacity: 1 GPH-1"belt(3.81 LPH)
2 GPH-2"belt(5.71 LPH)
TOTE-I ip PORTABLE OIL SKINNER
For more information, please contact: r AIIA% A%Ei
- CORPORATION
J 045
OIL SKIMMER DIVISION
17387 Munn Road•Chagrin Falls,Ohio 44023
ill: Ph:[phone]•FAX:[phone]
800-358-SKIM(7546)
http://www.abanaki.com
Optional Equipment Shown In Some Views. ©Abanaki Corporation,1999
1299-5M USP

PRM Oil Water Separators
p FD Filtration
PRM Oil Water Separators are designed to
separate free and dispersed oils from
wastewater or process streams, providing
high efficiency fluid separation with low
maintenance that can operate as a stand
alone unit or used with integrated systems.
40,
11/4
PRM industrial-duty OWS units are designed for
flow rates from 1 to 100 GPM. PRM separators
are manufactured using heavy gauge 304
stainless steel and can be supplied with internal
sumps. Field adjustable skimmers provide
efficient separation for varying site conditions.
For applications with heavy solids loading, units
can be incorporated with slant rib clarification All PRM oil water separators are fabricated from
plates for precipitating solids into an integrated Stainless Steel for superior corrosion resistance
collection tank. and structural stability.
Internals include a standard PVC "wavy plate"
coalescer, PVC oil skimmer with viton 0-rings
Flows up to 100 GPM and polypropylene clarifier plates.
Typical Features Include:
Table-Mounted, Painted Steel Welded Frame Please talk to a PRM representative to
• ensure that the oil water separator is
• Stainless Steel Welded Construction properly sized and specific for your
• PVC Coalescing Media Pack application.
• Stainless Steel Media Anchor Hardware ••Options and Services**
• Adjustable PVC Oil Skimmer with
• Optional Aluminum Construction
• Equalization Tanks for Increased Retention
Viton 0-Rings
Times
• Removable Lid with SS Tee Bolts • Reverse Configurations for DNAPL Separation
• Vent Port, Sump Drain, Cleanout Port, and
• UL 508A and 698A Control Panels for Pump Up,
Pump Down, and High Level Alarm
Oil Outlet Port
• Custom Integration Into New or Existing Systems
• Sludge and Grit Chamber with Manual Drain • Field Installation,Startup and Operations
Services
(888-TREAT-IT) • www.prmfiltration.com • [e-mail]
Equipment Specifications may vary. Product Recovery Management, Inc. • 200 20th Street• Butner, NC 27509 E-02(1)

PRM Oil Water Separators o o �~
C�Q1Filtration
Standard OWS Packages
OWS-10: 1-10 Gallons Per Minute
• 12"W x 60"L x 24"H x 14 gauge SS
• 2" inlet/outlet -
• 2" adjustable oil skimmer, outlet on both sides a
• Two 1" air vents
• 2"wide gasketed lid with easy turn retainers
1 OWS-20: 5-20 Gallons Per Minute
• 24"W x 60"L x 24"H x 14 gauge SS
• 2" inlet/outlet
• 2" adjustable oil skimmer, outlet on both sides
• Two 1" air vents
• 2"wide gasketed lid with easy turn retainers OWS-60: 5-60 Gallons Per Minute
• 18"W x 84"L x 36"H x 12 gauge SS
OWS-30: 5-30 Gallons Per Minute
• 2" inlet, 4" outlet
•
36"W x 60"L x 24"H x 12 gauge SS • 2" adjustable oil skimmer, outlet on both sides
• 2" inlet/outlet • Two 1" air vents
• 2" adjustable oil skimmer, outlet on both sides • 2"wide gasketed lid with easy turn retainers
• Two 1" air vents
• 2"wide gasketed lid with easy turn retainers OWS-80: 5-80 Gallons Per Minute
• 24"Wx84"Lx36"Hx12 gauge SS
OWS-40: 5-40 Gallons Per Minute •
2" inlet, 4" outlet
• 12"W x 84"L x 36"H x 12 gauge SS • 2" adjustable oil skimmer, outlet on both sides
• 2" inlet, 3"outlet • Two 1" air vents
• 2" adjustable oil skimmer, outlet on both sides • 2"wide gasketed lid with easy turn retainers
• Two 1" air vents
• 2"wide gasketed lid with easy turn retainers
P3 �
� I
CIAMMEPI PIA6 omit
PROMO SOW
'wort r#iIII
OEM Q OORESOK IEN
888-TREAT-IT • www.prmfiltration.com • [e-mail]
Equipment Specifications may vary. Product Recovery Management, Inc. •200 20th Street• Butner,NC 27509 E-02(2)

PROPRIETARY DATA 52.00 FS0225-38 EC....\
/
PROPERTY OF DEN HARTOG INDUSTRIES,INC.INFORMATION FURNISHED HEREIN 27.00 --� /
IS THE PROPERTY OF DEN HARTOG INDUSTRIES,INC.AND SHALL NOT BE USED,
DISCLOSED TO OTHERS,OR COPIED WITHOUT THE EXPRESSED WRITTEN �'
CONSENT OF DEN HARTOG INDUSTRIES,INC. ALL RIGHTS RESERVED. -
/— 038.00
-225 -225
-200 -200
-175 © -175
K , -150 41.50 -
-75 75
50 50
zC)\_.
1 r—� I c A
1.22 —} --- f 3.00 3.00 y f
B
FRONT AND RIGHT STANDARD 2" FITTING
SIDE OF TANK ARE LOCATION
f 47.50 MARKED IN GALLONS
-- 6.50 08" VENTED
LID ASSEMBLY
10.25
Y o 0
6.50
TANK FITTING CAN111111
BE INSTALLED IN ti i
ANY OF THESE 3 —R38.00
SUMP LOCATIONS iI
3450 — I \ 40
C ADDED STANDARD FITTING LOCATION 12/9/08 DM 1765 DRAWN/DATE MATERIAL ACE RO TO- MOLD
B WIDTH WAS 2.5 AND HEIGHT WAS 43 7/25/06 NVE DHJ 3/11/94
/HOPE OR EQUIVALENT A DIVISION OF DEN HARTOG INDUSTRIES,INC.
A NEW DRAWING FORMAT 10/11/05 NVE APPRD./DATE REFERENCE MATERIAL DATA SHEET 4010 HOSPERS DRIVE SOUTH BOX 425,HOSPERS,IOWA 51239
FOR SPECIFIC PROPERTIES.
REV DESCRIPTION DATE APPRD CCN ADH 3/11/94 CLIENT/DESCRIPTION
THIRD ANGLE PROJECTION NOTES:
ALL DIMENSIONS ARE IN DECIMAL INCHES ANSI14.5M 225 GALLON FREE-STANDING TANK
- 0 � 1.NOM.WALL p 0.27
TOLERANCES UNLESS OTHERWISE SPECIFIED 2.BLACK,WHITE,OR YELLOW COLOR SCALE PART NO.
151 p 68'F 3.SHOT WEIGHT 85 LBS. N.S. F S O 2 2 5—3 8

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

PRM Bag Filter Housings - A
Low Pressure Banded Housing
M®
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal...Genuine Service is our Habit!
i
Product Name PRM Part No. Product Name PRM Part No.
Bag Filter Housings 8x30, DBFSFGX2HBFL2 Bag Filter Housing 8x30, DBFHBFL2
304 SS,2" NPT In/Out 304 SS,2" NPT In/Out
Dual System Skid Single Housing Only
4Wr----- -1 i
- -,
tit _.
. ---- , %,...- .—. i...v!w
Igto-** --.-
%oliamekt-itio/
I I .l 1
-L 41* -,r
- li .:,„/ ,
e.
41.
Product Name PRM part no.
100 Micron Bag Filters#2 DBFPE100P2S
50 Micron Bag Filters#2 DBFPE50P2S
z :
25 Micron Bag Filters#2 DBFPE25P2S
10 Micron Bag Filters#2 DBFPE10P2S
5 Micron Bag Filters#2 DBFPE5P2S
Product Recovery Management, Incorporated
0888)TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • salesftrm-net.com
Butner, NC • Webster, NY • Lakeland, FL
*Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. E-13(1B)

PRM Carbon Systems - HP-1000-RDL OP Flltratlo ii
The HP Series Carbon units are used on
remediation systems where standard flow volumes "1/1'
are required with minimal backpressure. These
units offer a 25% freeboard area for excellent back-
wash ratios. Typical applications are groundwater
remediation for VOCs or industrial sites with similar ,1i ,
applications. Several media types are available for -,_.-C--:! -_ ,( ri
_ 6s
removal of more specific compounds such as
metals and other contaminants. Aggregate media •
specifically designed to be backwashed is also
available.
APPLICATIONS: —
- Remediation of contaminated water streams
STANDARD SPECIFICATIONS:
• 39"D x 80"H Tank Vessel With Removable Dome Lid
• 2 Inch Inlet/Outlet
• High Flow Distributor Manifold
• Heavy Duty Welded Legs
• Approx. 1000 lbs. of GAC media based on a packed
density bed of 301bs/ft3
1 i
8 x 30 Liquid Carbon Pressure Drop vs.Flow • • .
1ii.
36"Diameter Vessel
Flltratlor read and bracket
-,�� 55304
1.3
1.2 _ > I1.1 HP-1000RDL hill
1.0
a 0.9 °a.- I%M.,or
a 0.8 1 :0
0 0.7 3• 6
0.6
"" 0.5 z„
a. •
0.4 NPT
0.3 1
0.2
0.1 rilirablIMEA
0.
0 25 50 75 100 Dimensions shown in inches.
Flow(gpm) Dome Cover Swing Arm is Optional.
AVAILABILITY: Build Item: Allow 3 to 6 weeks for manufacturing and shipping
888-TREAT-IT • www.prmfiltration.com • [e-mail]
Equipment Specifications may vary. Product Recovery Management, Inc. •200 20th Street • Butner,NC 27509 E-05 HP1000RDL

i
NOTE: ALL RIGHTS RESERVED. THIS
DRAWING MUST NOT BE REPRODUCED IN
ANY FORM WITHOUT THE WRITTEN
PERMISSION OF HIGHLAND TANK®.
HIGHLAND TANK® SHALL BE RESPONSIBLE
ONLY FOR ITEMS INTEDTHIS
FABRICATION DRAW NGUNLE SNOTHERWISE 1 0'-9" INNER
NOTED. CUSTOMER IS RESPONSIBLE FOR -
VERIFYING CORRECTNESS OF SIZE AND
LOCATION OF FITTINGS, ACCESSORIES, AND
COATINGS SHOWN ON THIS DRAWING. 2" 12" 4" 14" 3'-4" 12"
TOUCH UP OF FINISHED PAINT IS
REQUIRED BY INSTALLATION
CONTRACTOR. TOUCH UP PAINT SHIPPED
WITH TANK.
111
_ r JJ R n_ _ D
` C C B A I C C
I
7\\
I
/
04'-0" �`\
/ INNER `\
I 1
I I
I I
II
- - I - - - - I - - - -
I
I I
I
I
I /
I /
I /
/
I I
E
4'-42" 4'-42"
48" X 6" HIGH BDH LEGS
WELD (2) PAIRS TO TANK
DESIGN DATA
CAPACITY - 1,000 GALLONS
TYPE - DOUBLE WALL - TYPE I
NO. REQ. - - /� -
OPERATING PRESSURE - ATMOSPHERIC / \
SPECIFIC GRAVITY = 1.0 LEGEND 1:.,,,, N hl d
ran
TANK MATERIAL - MILD CARBON STEEL �,i//, -
6" FFSO 150# FLANGE THROUGH OUTER SHELL ONLY, hFG G�
THICKNESS - INNER- HEADS: 10 GA SHELL: 10 GA MARK WITH SPECIAL WARNING LABEL INTERSTITIAL
THICKNESS - OUTER- HEADS: 10 GA SHELL:10 GA A EMERGENCY VENT USE ONLY UNLESS NOTED, TOLERANCES ARE +�- 1'
CONSTRUCTION - INNER - LAP WELD OUTSIDE ONLY B 6" FFSO 150# FLANGE - PRIMARY EMERGENCY VENT USE 1 ,000 GAL 48"0 DW BDH TANK
OUTER - LAP WELD OUTSIDE ONLY
TANK TEST - INNER - 5 PSIG C 2" FITTING
OUTER - +3 PSIG OR 13"hg VACUUM CUSTOMER:
INT. FINISH - NONE D 2" INTERSTITIAL MONITOR PIPE PROJECT:
EXT. FINISH -SHOP PRIMER E 3" x 3" PLATE w/ 1/2"0 (MIN.) HOLE ON
CENTER (GROUNDING LUG-ONE REQ'D) QUOTE NO: ICHK'D BY,
F - SCALL' DATEI DWG. BY, WG. NO., -
LABEL - UL 142 3/4' = 12' 01000BDH48DW1 OGA

(----
c'�t"bon ACTIVATED CARBON DATASHEET
activated &SERVICES
Corp.
COC—L60 APPLICATIONS
LIQUID PHASE COCONUT SHELL BASE CARBON Used for the purification of potable
water,aquarium water,beverage
COC-L60 Granular Activated Carbon(GAC)is manufactured from select manufacture,dialysis,and a variety
grades of coconut shell and features a high-density,large micropore volume of food grade applications
and high surface area.It is commonly used for the purification of potable
water,beverage manufacture,dialysis,aquarium water and a variety of food DOWNFLOW PRESSURE DROP
grade applications.In properly designed systems,COC-L60 will effectively = '
remove chlorine,chloramines,lead,TCE,PCE,THMs,phenols,pesticides, a
detergents,taste and odor,and more.COC-L60 meets AWWA Standard 0 ' ,2`40
B-600-74,ANSI/NSF Standard 61 and Food Chemicals Codex Standards for o 5 -
drinking water applications. LL .
.. 3
O
* T •'ii �• • 1 3
• • 1 = 3 6 5 6 l 0 9 10
�" ,.. SUPERFICIAL VELOCITY,GPM/FT'
•,,./i ' :•F�•.� UPFLOW BED EXPANSION
I .1, •1 °°
41 C • - ., •• a r_ Z 20
o
' Z m 12x70
a
x 50
TYPICAL PHYSICAL PROPERTIES I SPECIFICATIONS 0 w
m
CTC No.Min.(ASTM D3476) 60 W 30
OC A _
Iodine Number,min.(ASTM D4607-94) 1100-1200 i
Apparent Density(ASTM D-2854),gm/cc 0.48—0.50 0�_
0 ,i 14 16 ,9
Abrasion No.,min.(AWWA B 604/74) 85 SUPERFICIAL VELOCITY,GPM/FT2
Hardness,Min.(ASTM D-3802) 95
STANDARD PACKAGING
Ash,Max(ASTM D-2866-94) 3%
Moisture,Max.(ASTM D-2867-99) 2% • 55 lb or 27.5 lb polylined
U.S.Standard Sieve Size 8x30,12x40 polypropylene bags
Larger than No.8,12,max. 5% • 200 lb fiber drums
Smaller than No.30,40 max 4% • 1100 lb supersacks ,„
Water
t Quality
1 This information is offered solely for
• your consideration and verification. A.
= \ c . It has been gathered from reference
materials and/or test procedures A �
,. 1,
,, c
and is believed to be true and accu
`�fit-. ` • _ rate. None of this information shall
's`� be constituting a warranty or repre-
., _ ob. sentation,expressed or implied,for - A
which we assume legal responsibility ••��.
a , or that the information or goods de-
,. ,;!•.4r',,. +' scribed is fit for any particular use
'S , -� '',,, either alone or in combination with
L.'� ` '� other goods or processes.
2250 South Central Avenue,Compton California 90220 t 310 885-4555 f 310 885-4558 [e-mail] activatedcarbon.com

CARBON ACTIVATED CORPORATION
Activated Carbon & Related Services
HS-200
Liquid Phase, Pure Organoclay
HS-200 for liquid phase filtration shall be 8 x 14 or 14 x 40 mesh zeolite
impregnated with a surfactant. The density of the product shall be 57 — 59
pounds per cubic foot. The HS-200 is commonly used in remediation systems, oil
water separators, pump and treat systems CAC product works to remove various
hydrocarbons, heavy metals, and oil and grease.
Pressure Drop
16
m 14
46 14 x 40
c� 12
Cr, 10
8
8 x 14
a.
4
2
°' 0 5 10 15 20
Superficial Velocity(gpm/ft2)
TYPICAL PHYSICAL PROPERTIES
pH stable range 4— 10
Apparent Density, lb/ft3 57—59
U.S. Standard Sieve Size (Mesh Size) 8x14, 14x40
Thermally Stable, °F 33— 170
Mohs Scale 4.0
Specific Surface, ft2/g 431
NSF
atlr AWWA
��- QLld�lt
---CAC Confidentiality and Disclaimer---
This message and any attached documents contain certain information from Carbon Activated Corporation
that may be confidential and/or privileged. If you are not the intended recipient, you may not read, copy,
distribute, or use this information. If you have received this transmission and its information in error, please
notify the sender immediately by reply e-mail and delete this message. Unlawful use of this transmission and
its contents could be prosecuted in a court of law. ---FM-7.2.3-01 Rev.A
_

POWER
DISTRIBUTION PUN_PHASE EXTRACTION (OW SYSTEM/1 A,#2 SPFCIFIGTION4
PANEL CONTROL PANEL
1. DPE 6,6ITJIS SHALL BE PRE-CONSTRUCTED TO APPUFAAF BUILDING CODE INSIDE AN
ALARM LIGHTS PANEL LIGHTS/INDICATORS PANEL SWITCHES INSULATED CONTAINER/BUILDING. EACH CONTAINER/BUILDING SHALL BE SECURED TO A
CONCRETE SLAB AND GROUNDED. EACH CONTAINER/BUILDING SHALL INCLUDE TWO ER
O MS LSHH O DPE SYSTEM OPERATING HOA DPE SYSTEM BLOWER VENTS INSTALLED ON THE WALL OPPOSITE THE EXHAUST FAN,AND A DOUBLE STEEL
DOOR AND A MINIMUM OF ONE SINGLE STEEL DOOR WITH KEY LOCKS.
E7(HAUST WITH HINGED RAIN FLAP WIRFI TSR
12'(MIN)ABOVE GRADE TELEMETRY O EOT LSHH O MS TRANSFER PUMP OPERATING () MS TRANSFER PUMP 2. DPE SYSTEM ELECTRICAL COMPONENTS(MOTORS,WIRING,SWITCHES.LIGHTS,ETC.)SHALL
_ BE INTRINSICALLY SAFE/RATED EXPLOSION PROOF AND MEET THE NATIONAL ELECTRIC
O WHT LSHH O Ear TRANSFER PUMP OPERATING EOT TRANSFER PUMP CODE(NEC)PER CLASS I.DMSION I AREA CLASSIFICATION. ELECTRICAL COMPONENTS
SHALL CONFORM WITH NEC AND LOCAL ELECTRICAL CODES.
FILTER - --- O PHT LSHH O WHT TRANSFER PUMP OPERATING () WHT TRANSFER PUMP 3. COMPONENTS INSIDE DASHED BLUE UNE WITHOUT SPECIFIED MATERIAL TYPE INDICATED
AND WHEN CONTACT LIQUID SHALL BE MATERIAL WITH A JET FUEL COMPATIBILITY RATING
_ - OF EXCELLENT(AS IDENTIFIED BY COLE-PALMIER CHEMICAL COMPATIBILITY DATABASE).
O DPE SYSTEM TSHH HOUR METER(DEPICTING DPI
® BLOWER OPERATING HOURS) 4. DEKKER VMX0303K UOUID RING PUMP PACKAGE.225 ACFA(NOMINAL.),28'Hg(MAX),
MUFFLER I O WHT PUMP PSHH 2OHP 230/460V 3PH XP MOTOR.
0-CD
TEMPERATURE IN INSIDETORTRAILER) 5. CONTINENTAL.PUMP MODEL CPMALIS-44 PROGRESSIVE CAVITY TRANSFER PUMP. 1HP,
(AMBIENT430V 3PH XP MOTOR. PUMP SHALL INCLUDE BALL VALVES AND UNIONS ON INLET AN
SHH OUTLET
_0 6. PRODUCT RECOVERY MANAGEMENT(PRM)FILTRATION OWS-20 5-20 GPM OIL-WATER
SEPARATOR.
• 0 7. EQT AND WITT PUMPS SHALL BE STAINLESS STEEL SELF-PRIMING CENTRIFUGAL PUMPS
WHICH INCLUDE BALL VALVES AND UNIONS ON INLET AND OUTLET.
T T
FILTER Q = 8. BUILDINGC PANEL SHALL
CONTROL BE PANEL UBLED GHTS AND ISIDE A NDICATORS SHALLRE BEO MOUNTED
DPE BLOWER SWITCHES
GSP (SEE SPEC/4) REMOTE ANNUNCIATIONANM/ANDLTSHUUTT DOWN SEQUENCE USING BE RADPROG TO RAMMABLE LOGICANDROVIDE LOCAL
© VI IA DEMISTER ' CONTROLLER OR RELAY LOGIC. HARM/SHUTDOWN INDICATORS SHALL BE WIRED TO A
REMOTE TELEMETRY SYSTEM TO PROVIDE REMOTE NOTIFICATION OF ALARM/SHUTDOWN
CONDITIONS VIA A CELL PHONE AND WEB-BASED SERVICE. CONTRACTOR SHALL
1.(� COORDINATE AND CONNECT STUIEM TO REMOTE TELEMETRY SERVICE.
r - —I 9. DPE TOTS ILA CONSTRUCTION CONTRACTOR SHALL.OBTAIN THIRD-PARTY INSPECTION
CERTIFICATION FOR THE SYSTEM/EQUIPMENT FROM MI INSPECTION COMPANY(I.E,MET
LABORATORIES)PRIOR TO DELIVERY TO THE SITE. THE INSPECTION COMPANY SFLALL BE
INTERIOR UGMS APPROVED BY HAN PRIOR TO INSPECTION.
10.OR SEILM CONSTRUCTION CONTRACTOR SHALL WARRANTY THE STJILM/EQUIPMENT FOR
A PERIOD OF 12 MONTHS(MIN)AND WARRANTY THE DPE BLOWER FOR A PERIOD OF 36
n Ic z OI MONTHS(MIN).
SXiR EXHAUST FAN
TUBE
MOISTURE
SEROR 1,91N - SKIMMER
PRMPA MATODEL I ® WALL HEATER tl�
80 G
MS- �\
-lL`�RI- - �a AL
_ LSH MS-MOISTURE OIL-WATER
SEPARATOR
LOT-EQUALIZATION TANK
120V DUPLEX PHT PRODUCT HOLDING TANK
PUMP EQUALIZATION TANK OUTLET WHT-WATER HOLDING TANK
(SEE SPEC/5) 1 50T GSP..GALVANIZED STEEL PIPE
a 1 ^ ^ ^ � mg/L-MILLIGRAMS PER LITER
V V VCI) DOUBLE-WALL
F N GSP
CDOIL-WATER(SEESRC SEPARATOR/8)
EQT TRANSFER PUMP 'N. PILSN)
I (SEE SPEC#7)
Z ) WATER HOLDING
3'(MIN)GSP HEADER TANK LSH
H --1 225 GAL -{^1
V 3'(MIN)GSP HEADER -1 L%
--I £ A ♦ A * Z 'T` A►� - ZI A A A A A
Z Z � Z T VI VI IA N VI (N i ICD ;41:1-
74:,‹-
Ln7 -.
��_,��_,/�� 1
L.l Ll L.l L.%- LT.l(:�,y IF' Ir Ir I I LSH CED
-Li L L L - - GSP 2.000 LB LIQUID 1,000 LB UQUID 1,000 LB LIQUID
- Iti 12 ROD -OLDING TANK / PHASE ZEOITE UNIT PHASE GAG VFSSFI PHASE GAC VFSSFL
111'
li 1P000 UGAL HDOUBLE-WALL �,
u a n
O
SIGHT) _ - 4 WHT TRANSFER PUMP
TUBE (SEE SPEC/7)
(TYP)
/ IT /
GSI
2'GSP-,"...'
SP)
LAPI —— DUPLEX BAG FILTERi I
{` 25 GPM(MIN)75
1
...� ...� .J- .l- .� ,.-, PRODUCT DISCHARGE PSI(MIN)
2'MALE CAM LOCK COMPONENTS INSIDE THIS LINE WHICH
CONTACT LIQUID SHALL BE JET FUEL GSP
S%TI7 LANE INCLUDED COMPATIBLE(SEE SPEC/3)
WTIH()UP NE
S751LM/2 SIXTH LANE INCLUDED EFFLUENT DISCHARGE
WITH DYE STbILM/2
TERMINATE OUTSIDE BUILDING,TO
BE CONNECTED TO 2'SCH 80
PVC DPE CARRIER PIPE(TYP)
LEGEND
® FLOW METER(LIQUID) ® LEVEL SWITCH HIGH FINAL DESIGN NOT RELEASED
® TOTALIZING FLOW METER(LIQUID) ® LEVEL SWITCH LOW FOR CONSTRUCTION
DPE SYSTEMS#1&#2®
VAPOR FLOW INDICATOR H BALL VALVE YLY1uluA/// P&ID AND SPECIFICATIONS
WO VACUUM INDICATOR DIO GATE VALVE ``.�t1I C AROB/ii "°`" AIRPORT DRIVE RELEASE
PRESSURE SWITCH HIGH/HIGH I`� CHECK VALVE �Op'E58%0 ....
® o y.�;_ UST INCIDENT RELEASE
O PRESSURE INDICATOR -�► VACUUM RELIEF VALVE(SET PER =�:p;, SEAL r'. = AIRPORT DRIVE
MANUFACTURER RECOMMENDATION) 039715 i z CHARLOTTE,NORTH CAROLINA
O DIGITAL TEMPERATURE INDICATOR s1•II''Q
® SAMPLE PORT 9.1.T �M
TEMPERATURE SWITCH HIGH/HIGH '��>,SC`OG"" `\`� hart 1"`hickman Chulnl¢o,Nnnh Cun44282(13
ELECTRICAL LINE //C/l�^{�Mo'11 777/ 7p4-5116aMM)'(p)7/U4sB6-W'3(f,
® LEVEL SWITCH HIGH/HIGH PAM=FNVAWMFNTAL SOLUTIONS Lxmx 14 C-1249/PC-245 Gm4,Rr
® LEVEL SWITCHLOW/LOW DATE:02-17-22 REVISION NO.0
JOB NO.CDA-044 FIGURE NO.10

NOTE: ALL RIGHTS RESERVED. THIS NOTES DESIGN DATA _
DRAWING MUST NOT BE REPRODUCED IN ANY FORM WITHOUT THE WRITTEN 1. SEE PLAN VIEW FOR TRUE ORIENTATION AND CAPACITY - 1,500 GALLONS
PERMISSION OF HIGHLAND TANK:).
HIGHLAND FOR ITEMS INDICATED ON HI
T RESPONSIBLE LOCATION OF FITTING TYPE - VERTICAL DOUBLE WALL
FABRICATION DRAWING UNLESS OTHERWISE 2. LIFTING LUGS FOR UNLOADING UNIT & STANDING
NOTED. CUSTOMER IS RESPONSIBLE FOR UNIT UPRIGHT TO BE PLACED AS NEEDED BY NO. REQ. - -
VERIFYING CORRECTNESS OF SIZE AND
LOCATION OF FITTINGS, ACCESSORIES, AND FABRICATION SHOP OPERATING PRESSURE - ATMOSPHERIC
COATINGS SHOWN ON THIS DRAWING. 3. A 3x3xY4" STEEL GROUNDING LUG WITH A 5/8"0 SPECIFIC GRAVITY = 1.0
TOUCH UP OF FINISHED PAINT IS
REQUIRED INSTALLATION HOLE IN CENTER TO BE PLACED ON SHELL AT
CONTRACTORR.. TANK MATERIAL TOUCH UP PAINT SHIPPED BOTTOM OF TANK IN LINE WITH LIFTING LUGS - MILD CARBON STEEL
WITH TANK. THICKNESS - TOP- FLAT SINGLE WALL 10 GA
THICKNESS - INNER- SHELL: 7 GA BOTTOM: 1/4"
THICKNESS - OUTER- SHELL: 7 GA BOTTOM: 1/4"
CONSTRUCTION - LAP WELD OUTSIDE ONLY- INNER
& OUTER
TOP & BOTTOM HEADS ARE FLAT FLANGED
TANK TEST - INNER: 2 PSIG
OUTER: +2 PSIG OR 13"hg VACUUM
INT. FINISH - NONE
0° EXT. FINISH - SHOP PRIMER
C LABEL - UL 142
300° / — v - \\.` LEGEND
`�i , 6" FFSO 150# FLANGE - PRIMARY EMERGENCY
�� B .--:1-:-- \ \\ A VENT USE
i \\ \IB 6" FFSO 150# FLANGE, SECONDARY EMERGENCY
. / •
i �\ II VENT IN INTERSTICE EXTENSION BOX, MARK w/
270° []]1 0 T 0 90° SPECIAL WARNING LABEL
D I IC A ; C
\ \�\ ,,. / C 4" HALF COUPLING
\�� E -+- . i/ //
D 2" INTERSTITIAL MONITOR PIPE
\\\ \ C
� 0_----- TO
q ' //,
E 24"0 TIGHT BOLT MANWAY w/ 1/8" FIBREFLEX
GASKET MATERIAL.
-- -- 135° F
180°
B
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UNLESS NOTED, TOLERANCES ARE +/- 1'
1 ,500 GAL 64"O DW VERTICAL
CUSTOMER:
PROJECT:
QUOTE NO: ICHK'D BY,
SCALE, DATE, DWG. BY, DWG. NO.,
1/2"=1'-0" 015 0 0 A V D W6 4

ABANAKI
TOTE-I 0 PORTABLE OIL SKIMMER
Enjoythe Benefits of Oil Skimming!
9
• Tote-It is easily hand carried to the source of the problem
• Most inexpensive way to remove oil from water
• Saves coolants by removing tramp oil
• Conserves parts wash water by removing oily wastes
• Prevents recontamination of parts as they are removed from wash tank
• Prevents plugging of spray heads and filters
• Reduces fluid disposal costs
• Skimmed oil can be recycled and reused as a lubricant or fuel
• Helps meet government requirements for water discharge
General Description
r The Tote-It's patented design is a dependable and effective means of removing
_ - free floating oil from water. The single assembly unit can be used in any
application where 115 VAC,60 or 220V,50 Hz power is available.
The Tote-It utilizes a continuous belt and wiper to remove up to 12 gallons of oil
per hour from the fluid surface. The belt operates on a motor and pulley system
attached to o stabilizer bar that is immersed in the contaminated liquid. After
traveling over the head pulley,the belt passes through tandem wiper blades where
oil is scraped off both sides of the belt,and discharged through a 1-1/4 in.ID
hose. The tail pulley has flanges which allow it to roll freely on the inside of the
belt without becoming dislodged. It does not need to be fastened to the tank.
Oil skimming makes use of the differences in specific gravity and surface tension
between oil and water. These physical characteristics allow the belt to attract oil
and other hydrocarbon liquids from the surface of the fluid.
The Tote-It is especially well suited for parts washing and machining center
applications. By removing surface oil from a wash tank,the parts will not be
recontaminated as they are withdrawn. Removing tramp oil from a coolant tank
prevents excessive smoke and fumes due to oil burning during cutting operations.
It also reduces bacteria growth in the tank,along with the resulting odor.
The Tote-It Advantages
• Multiple site usage—easily moved from one place to another
• 36 lb.,single unit portability
• A single unit elevates and separates oil
• Can be used in tanks as shallow as a few inches
• Requires no tank modifications in most applications
• Maintains skimming efficiency in fluctuating fluid levels
• Easy mounting and fast cleaning,with minimal maintenance
AIIA AICI
• CORPORATION
OIL SKIMMER DIVISION
17387 Munn Rood•chagrin Falls,Dhoa 44013
L;11.111 Ph(440)543-7400•FAX[phone]
800-358-SKIM(7546)
MIF//www.abanaki.com

TOTE-I (;) PORTABLE OIL SKIMMER
Where To Use The Tote-It
The Tote-It is designed for those applicafions where mulfiple tanks r
can take advantage of a single portable unit. It also can be used
in permanent installafions with limited access areas,such as small
parts washers and machining center coolant tanks.
Typical Applications 1
-, • Wastewater sumps
., • Parts washers
_ t
• Coolant systems
7
s
00 -"4,: :; • Heat treating fluids xa
• Food processing plants
r . • Parking lots,garages,and service facilities �''_
• Aircraft service areas and tarmac runoff :, F
• Truck,locomotive,and other mobile equipment washing
facilifies4'.
O
Rugged Construction for Harsh
Conditions
The Tote-It has been designed to last for many years. Belts are
made of corrosion-resistant steel,or a polymer material. A tough "__
for
power train keeps the Tote-It running under the most severe % ,
condifions. With the proper configuration the Tote-It can handle
liquid temperatures up to 212.F,and the pH of the fluid can range
from 1 to 13.
Key Features of the Tote-It:
• Small mounting and operating area
• Easily hand carried from tank to tank
• Easily mounted on a flat surface 4
• Belt and wipers impervious to oils and fuels y. {
- is
• High temperature capability n „
• Chip resistant powder coated finish
• Customized belt lengths and materials
• Fast cleaning with minimal maintenance

TOTE-IT DIMENSIONS Specifications:
"C" MOTOR Oil Removal Rate 12gph (45.4 Iph)with 4 in.(10 cm)wide belt
�li'� 6 gph (22.8 Iph)with 2 in.( 5 cm)wide belt
(8cm) ! I� (iec°°) 7/16-x.75 SLOT THRU 3 gph (11.4 Iph)with 1 in.(2.5 cm)wide belt
,f im al au_[ 2 PLACES
REMOVABLE GUARD-' _�(4cm) (Removal rate is based on 30 weight oil in water.)
iii(2075) HEAD '""A"' 1.62
.m--� PULLEY 4.250 Motor Fractional hp gear motor,115VAC,60 Hz
0 8cm)
— Belt Width Specify 4 in. (10 cm),2 in. (5 cm),or 1 in. (2.5 cm)
11.94 ! ;Ji�Lti•:A I . I ' 1
3.001--
(MA �✓J.^pp, i —I I !HI (76cm) ) 1
'''`--�"�••' Belt Length User specified (See"Belt Selection"next page.
�'': N 10.06 I -�11 MOUNTING FOOTPRINT
7.000 Gii•.�•�/��
1 Inn j ill;]______ Belt Material Specify corrosion-resistant steel,or specially engineered
MOUNTING i 3 75—I —1: polymer. (See"Belt Selection.")
SURFACE i (9c m)
11 DISCHARGE TOTE—IT "A" "8". C'
BELT LENGTH HOSE 77-3/8" J-Z/8" 3-3/8" Wiper Nitrite standard,Viton,ceramic/UHMW hybrid,and
(AS SPECIFIED) t (29cm) (,Ocm) (9c.� P / V ,
16"TO 5'0" ' 12-3/6 4 /6 4-3/6
BELT z- (3,�m> (,2�m, („gym, ceramic optional. Specify wiper material based on
(U2.8
„; STABILIZER BAR q^ 14-3/6 o-y+ v/e
TAIL PULLEY �� (36,0 ("cm) (16,-,7 temperature and fluid compatibility.
tC 2.09 (See"Operating Limits.")- 4.,9 L I(5cm)
0,—.) — B' LMounting Method Flat base mount with oil discharge through a 11/4 in.I.D.
hose.See installation drawing.
Mounting Area See installation drawing.
MOUNTING DETAIL Weights' Complete assembly with stabilizer bar,tail pulley,and steel
belt: 1 in.: average 30 lbs.(13.6 kg)
TOTE—IT 1", 2" OR 4" 2 in.: average 34 lbs. (15.4 kg)
4 in.: average 36 lbs. (16.3 kg)
22'00 /'�l Options(Specify) • Oil Concentrator for virtually water-free oil discharge
1 • (See description next page.)
SKIM TANK \ 1«;i �00 • Storage stand
�4I::11:::: .
✓ " t� • Special belt lengths,over 5 ft.center to center
TANK& • Stainless steel construction
ciii
•
DRUM MOUNT
40
BRACKET Timer
• Level switch
• Pneumatic or special electric motors
•
Explosion proof
P
Operating Limits
Wipers'
Temperature of liquid pH 1-5(acidic) pH 6-8(neutral) pH 9-14(alkaline)
33'F-180°F(0.5°C-82'C) Ceramic hybrid,CRV Ceramic hybrid,CRV,nitnle Ceramic hybrid,CRV,nitrite
1811-212°F(83•C-100°C) CRV CRV CRY
Belts'
Temperature of Liquid pH 1-5(acidic) pH6-8(neutral) pH 9-14(alkaline)
331-1401(0.5)C-60'C) Elastomer Poly,Elastomer Poly,Elastomer
33°F-180°F(0.5"C-82°C) Corrosion Resistant Conosion Resistant, Corrosion Resistant,
Carbon Steel,Poly Poly
181°F-212°F(83°C-100°C) CR steel Concision Resistant, Corrosion Resistant
Carbon Steel
Standard The Abanaki Tote-It is supplied with a belt guard,adjustable
1 Configuration wiper blade assembly,skimmer belt,tail pulley,and
r`�g' "� A`AKi stabilizer bar.
CORPORATION
irl= OIL SKIMMER DIVISION 1. The Tote-It is UPS shippable.
17381 Munn Road•chagrin Falls,Ohio 44023 2. Consult factory for recommendations covering operating conditions not listed here.
.. � Ph:[phone]•FAX:[phone]
800-358-SKIM(7546)
http://www.abanaki.com

ABANAKI'S Oil Concentrators®
The Oil Concentrator' is an option available on all ABANAKI oil skimmers. Under many operating conditions ABANAKI oil skimmers will pick up oil
with less than 5 water. But as surface oil is reduced to a thin layer(1/16 to 1/8 inches thick),more water or coolant may also be picked up
CLAMP SLUDGE along with the oil. When used in tandem with the oil skimmer,an Oil Concentrator will solve this problem,and
S
,J—'- provides virtually complete oil/water separation,saving money and improving the efficiency of the skimmer.
ig�a,.a_x�,-- ii.�., OIL
MOUNTING 9,Wu�p '_OUTLET Based on the principle of gravity separation,the Oil Concentrator uses no electricity,timers,sensors,pumps,or other
CHANNEL - ____ ____ /; e'n moving W ATER---_ parts. The Oil Concentrator sits behind the skimmer and receives its discharged oil. The unit comes complete
- WATER
=__-=_-— OUTLET with a mounting bracket,removable sludge screen and a drain plug to ease clean up. For higher viscosity oils or low
temperature applications,a thermostatically controlled heater is available as an option.
Abanaki has thousands of skimmers installed worldwide at leading companies such as...
Army Corps of Engineers Dupont Mazak TRW
Bethlehem Steel Eaton Monroe Auto Equipment Underwriters Lab
Boeing Ford Motor New York Power Authority United Airlines
British Steel General Electric Nissan Motor U.S.Bureau of Reclamation
Bureau of Reclamation General Motors Nucor-Yamato Steel USS Great Lakes Fleet
Caterpillar Henry Filters Outboard Marine Volvo AB
Chevron Honda Quaker Oats Wartsila Diesel
Corning John Deere Timken Westinghouse Electric
Dow Chemical Kaiser Aluminum Toyota
Abanaki Oil Skimmer Quick Selector Chart Other Oil Skimming Products From Abanaki:
1. OIL GRABBER MODEL 4 For Mid Volume
olp
Single 4-inch wide belt(10 cm)
•
Any length belt
Capacity:20 GPH(75 LPH)
_ 2. OIL GRABBER MULTI-BELT For High Volume
1 Two to five 8-inch belts(20.3 cm)
Any length belts
Capacity:to 200 GPH(757.1 LPH)
0 , .,, ai.:
3. OIL GRABBER MODEL 82 For Most Applications
1 Single 8-inch wide belt(20.3 cm)
,L7311.....
Any length belt
Capacity:40 GPH(151.4 LPH)
4. MIGHTY MINI For Small Applications
(Parts Washers,CNC Machines,55 Gal.Drums)
OIL GRABBER OIL GRABBER' OIL GRABBER` MIGHTY MINI' Single belt:1-inch or 2-inch(25.4 or 50.8 mm)
MODEL 4 MULTI-BELT MODEL 82 Belt length:6",12",18",24"(153,305,458,610 mm)
1 2 3 4 Capacity: 1 GPH-1"belt(3.81 LPH)
2 GPH-2"belt(5.71 LPH)
TOTE-I (a pORTABLE OIL SKIMMER
For more information, please contact: a�' AliáAIi
CORPORATION
CON OIL SKIMMER DIVISION
LA 17387 Munn Road•Chagrin Falls,Ohio 44023
i:� Ph:[phone]•FAX:[phone]
800-358-SKIM(7546)
http://www.abanaki.com
1299 5M USP Optional Equipment Shown In Some Views. ©Abanaki Corporation,1999

PRM Oil Water Separators /_ hz11FIltraflon
PRM Oil Water Separators are designed to '1 •
separate free and dispersed oils from
wastewater or process streams, providing
high efficiency fluid separation with low
maintenance that can operate as a stand
alone unit or used with integrated systems. ` �,,
1/010
PRM industrial-duty OWS units are designed for `'
flow rates from 1 to 100 GPM. PRM separators
are manufactured using heavy gauge 304
stainless steel and can be supplied with internal
sumps. Field adjustable skimmers provide
efficient separation for varying site conditions.
For applications with heavy solids loading, units
can be incorporated with slant rib clarification All PRM oil water separators are fabricated from
plates for precipitating solids into an integrated Stainless Steel for superior corrosion resistance
collection tank. and structural stability.
Internals include a standard PVC "wavy plate"
coalescer, PVC oil skimmer with viton 0-rings
Flows up to 100 GPM and polypropylene clarifier plates.
Typical Features Include:
Table-Mounted, Painted Steel Welded Frame Please talk to a PRM representative to
• ensure that the oil water separator is
• Stainless Steel Welded Construction properly sized and specific for your
• PVC Coalescing Media Pack application.
• Stainless Steel Media Anchor Hardware Options and Services
• Adjustable PVC Oil Skimmer with
• Optional Aluminum Construction
• Equalization Tanks for Increased Retention
Viton 0-Rings
Times
• Removable Lid with SS Tee Bolts • Reverse Configurations for DNAPL Separation
• Vent Port, Sump Drain, Cleanout Port, and
• UL 508A and 698A Control Panels for Pump Up,
Pump Down, and High Level Alarm
Oil Outlet Port • Custom Integration Into New or Existing Systems
• Sludge and Grit Chamber with Manual Drain • Field Installation, Startup and Operations
Services
(888-TREAT-IT) • www.prmfiltration.com • [e-mail]
Equipment Specifications may vary. Product Recovery Management, Inc. • 200 20th Street • Butner, NC 27509 E-02(1)

PRM Oil Water Separators -L Filfratlon
Standard OWS Packages
OWS-10: 1-10 Gallons Per Minute -
• 12"W x 60"L x 24"H x 14 gauge SS
—
• 2" inlet/outlet -
• 2" adjustable oil skimmer, outlet on both sides .
• Two 1" air vents 11111
"M
• 2"wide gasketed lid with easy turn retainers
OWS-20: 5-20 Gallons Per Minute
• 24"W x 60"L x 24"H x 14gaugeSS
• 2" inlet/outlet 1
• 2" adjustable oil skimmer, outlet on both sides
• Two 1" air vents
• 2"wide gasketed lid with easy turn retainers OWS-60: 5-60 Gallons Per Minute
• 18"Wx84"Lx36"Hx12gaugeSS
OWS-30: 5-30 Gallons Per Minute • 2" inlet, 4" outlet
• 36"W x 60"L x 24"H x 12 gauge SS • 2" adjustable oil skimmer, outlet on both sides
• 2" inlet/outlet • Two 1" air vents
• 2" adjustable oil skimmer, outlet on both sides
• 2" wide gasketed lid with easy turn retainers
• Two 1" air vents
• 2"wide gasketed lid with easy turn retainers OWS-80: 5-80 Gallons Per Minute
• 24"W x 84"L x 36"H x 12 gauge SS
OWS-40: 5-40 Gallons Per Minute • 2" inlet, 4" outlet
• 12"W x 84"L x 36"H x 12 gauge SS • 2" adjustable oil skimmer, outlet on both sides
• 2" inlet, 3"outlet • Two 1" air vents
• 2" adjustable oil skimmer, outlet on both sides • 2"wide gasketed lid with easy turn retainers
• Two 1" air vents
• 2"wide gasketed lid with easy turn retainers
f n n I
❑ CUPID RJOES 0 We
MKT PAWN 1
0
r� .—r
AMP
MAW 1
131101
DM
888-TREAT-IT • www.prmfiltration.com • [e-mail]
Equipment Specifications may vary. Product Recovery Management, Inc. • 200 20th Street• Butner,NC 27509 E-02(2)

/ PROPRIETARY DATA 52.00 I FS0225-38 CPROPERTY OF DEN HARTOG INDUSTRIES,INC.INFORMATION FURNISHED HEREIN I 27.00 'I
IS THE PROPERTY OF DEN HARTOG INDUSTRIES,INC.AND SHALL NOT BE USED,
DISCLOSED TO OTHERS,OR COPIED WITHOUT THE EXPRESSED WRITTEN
CONSENT OF DEN HARTOG INDUSTRIES.INC. ALL RIGHTS RESERVED. _
W 038.00
-225 -225
-200 -200
-175 -175
O
r 15o I 41.50 -111-0
-75 1
\ -75
-50 -50
r--P
_ 4 k_ o
1.22 �- --� f 3.00 3.00 f STANDARD 2" FITTING
© FRONT AND RIGHT LOCATION
SIDE OF TANK ARE
47.50 - MARKED IN GALLONS
-- -- 6.50 08" VENTED
LID ASSEMBLY
f
10.25
6.50
t ill
TANK FITTING CAN
BE INSTALLED IN /
ANY OF THESE 3 R38.00
SUMP LOCATIONS 4111111
4/34.50 -t
C ADDED STANDARD FITTING LOCATION 12/9/011 DM T765 DRAWN/DATE MATERIAL ACE RO TO- MOLD
B WIDTH WAS 2.5 AND HEIGHT WAS 43 7/25/06 NVE MU 3/11/94 • HOPE OR EQUIVALENT SIDN OF DEN HARTOG INDUSTRIES,INC.
A NEW DRAWING FORMAT 10/11/05 NVE APPRD./DATE REFERENCE MATERIAL DATA SHEET }ADIVI
010 HOSPERS DRIVE SOUTH BOX 425,HOSPERS,IOWA 51238
FOR SPECIFIC PROPERTIES.
REV DESCRIPTION DATE APPRD CCN ADM 3/11/94 CLIENT/DESCRIPTION
THIRD ANGLE PROJECTION NOTES:
ALL DIMENSIONS ARE IN DECIMAL INCHES ANSI14.5M 225 GALLON FREE-STANDING TANK
1.TOLERANCES UNLESS OTHERWISE SPECIFIED 0.
O 2 2.BLACK,M.WALLCK,WHITE,O1
•
OR YELLOW COLOR SCALE
N.S. PART NO.
1X 68'F 3.SHOT WEIGHT 85 LBS.
FS0225-38

PRM Bag Filter Housings -
Low Pressure Banded HousingA ,.)1 hit
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
Absolute Quality: PRM provides banded
top style bag filter housings for your
remediation and industrial filtration
needs. Our units come standard in
stainless steel and are available as a
- 1
stand- alone bare unit or completely
plumbed and ready to go when it
reaches the project site.
Typical Features Include:
__,gip
• 304 Stainless Steel Construction
• 8"x 30" Trade Size # 2 Housing
• 2" NPT Inlet and Outlet Connections
• Viton® 0-rings standard
• 100 psi Maximum Working Pressure
• Stainless Steel Strainer Basket and
Internal Bag Support Rack41%!1/__
• Drain Port and Mounting Stand
• Quick Opening Clamp Top
• Safety Release Vent for Maintenance --------
j ** Options and Services **
• Skid Mounting, Pre Plumbed Filter Arrays
. r I.
• Steel,Stainless Steel, or PVC Piping with Valves
•
• Custom Integration Into Existing Systems
' . l • Desi n Assistance
• Field Installation,Startup, and Operations
I • Replacement Bag filters available in stock
(5, 10,25,50,and 100 Micron rated filters)
I ( • Custom Built Filter Packages Per Your Specs
Product Recovery Management, Incorporated
(888)TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • sales(c prm-net.com
Butner, NC • Webster, NY • Lakeland, FL
*Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. E-13(1A)

PRM Bag Filter Housings -
Low Pressure Banded Housing
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit'
Product Name PRM Part No. Product Name PRM Part No. ,
Bag Filter Housings 8x30, DBFSFGX2HBFL2 Bag Filter Housing 8x30, DBFHBFL2
304 SS, 2" NPT In/Out 304 SS, 2" NPT In/Out
Dual System Skid Single Housing Only
40 t' 1i
40 -\
si till rozitit 4,1:// .
I_J of
' ��L
/ .
Product Name PRM part no.
100 Micron Bag Filters#2 DBFPE100P2S
50 Micron Bag Filters#2 DBFPE50P2S
25 Micron Bag Filters#2 DBFPE25P2S
°. "` 10 Micron Bag Filters#2 DBFPE10P25
5 Micron Bag Filters#2 DBFPE5P2S
Product Recovery Management, Incorporated
(888)TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • [e-mail]
Butner NC • Webster, NY • Lakeland, FL
*Actual equipment specifications may vary. Please contact Product Recovery Management, Inc.for additional details. E-13(1B)

PRM Carbon Systems - HP-1000-RDL ArVOIFlltratlon
The HP Series Carbon units are used on
remediation systems where standard flow volumes
are required with minimal backpressure. These
units offer a 25% freeboard area for excellent back •
-
wash ratios. Typical applications are groundwater Aka
remediation for VOCs or industrial sites with similar
applications. Several media types are available for t1„ -!
removal of more specific compounds such as
metals and other contaminants. Aggregate media S
specifically designed to be backwashed is also
available.
APPLICATIONS:
- Remediation of contaminated water streams
STANDARD SPECIFICATIONS:
• 39"D x 80"H Tank Vessel With Removable Dome Lid
• 2 Inch Inlet/Outlet
• High Flow Distributor Manifold
• Heavy Duty Welded Legs
• Approx. 1000 lbs. of GAC media based on a packed
density bed of 30Ibs/ft3 ,
uq 8
8 x 30 Liquid Carbon Pressure Drop vs.Flow
36"Diameter Vessel 1. ( Z
Flltratlo�ir hread and bracket
SS304
1.3
1.2 —> L
1.1 _ HP-1000RDL
1.0
0.8 1 CO
00.7 39 67
0.6
a 0.5 z^
a- 0.4 PT
0.3
0.2 1
0.1
0 25 50 75 100 Dimensions shown in inches.
Flow(gpm) Dome Cover Swing Arm is Optional.
AVAILABILITY: Build Item: Allow 3 to 6 weeks for manufacturing and shipping
888-TREAT-IT • www.prmfiltration.com • [e-mail]
Equipment Specifications may vary.Product Recovery Management, Inc. • 200 20th Street• Butner,NC 27509 E-05 HP1000RDL

NOTE: ALL RIGHTS RESERVED. THIS
DRAWING MUST NOT BE REPRODUCED IN
ANY FORM WITHOUT THE WRITTEN
PERMISSION OF HIGHLAND TANK®.
HIGHLAND TANK® SHALL BE RESPONSIBLE
ONLY FOR ITEMS INDICATED ON THIS 1 0'-9" INNER
FABRICATION DRAWING UNLESS OTHERWISE
NOTED. CUSTOMER IS RESPONSIBLE FOR
VERIFYING CORRECTNESS OF SIZE AND
LOCATION OF FITTINGS. ACCESSORIES. AND
COATINGS SHOWN ON THIS DRAWING.
TOUCH UP OF FINISHED PAINT IS 12" 12 14 14" 3'-4" 12"
_
REQUIRED BY INSTALLATION
CONTRACTOR. TOUCH UP PAINT SHIPPED
WITH TANK.
simaimmi I 1 1 I
Mil. R LL ,I o r
///, C C B A I C C
•
I7
I
/
04'-0" ��‘
/ INNER `I
I I
I I
I I
I — — I — — — — I — — — —
I
I I
I 1
I I
I
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I /
\ /
• 1
i 1 , _ _ I
EIi
m
. . ,
4'-42,> 4'-42"
48" X 6" HIGH BDH LEGS
WELD (2) PAIRS TO TANK
DESIGN DATA
CAPACITY - 1,000 GALLONS
TYPE - DOUBLE WALL - TYPE I
NO. REQ. - - A-
OPERATING PRESSURE - ATMOSPHERIC
SPECIFIC GRAVITY = 1.0 LEGEND ''s/,"d
TANK MATERIAL - MILD CARBON STEEL 6" FFSO 150# FLANGE THROUGH OUTER SHELL ONLY, tiF Co. Imam Task
THICKNESS - INNER- HEADS: 10 GA SHELL: 10 GA MARK WITH SPECIAL WARNING LABEL INTERSTITIAL
THICKNESS - OUTER- HEADS: 10 GA SHELL:10 GA '�` EMERGENCY VENT USE ONLY UNLESS NOTED, TOLERANCES ARE +/- 1'
CONSTRUCTION - INNER - LAP WELD OUTSIDE ONLY B 6" FFSO 150# FLANGE - PRIMARY EMERGENCY VENT USE 1 ,000 GAL 48"0 DW BDH TANK
OUTER - LAP WELD OUTSIDE ONLY
TANK TEST - INNER - 5 PSIG C 2" FITTING
OUTER - +3 PSIG OR 13"hg VACUUM _ CUSTOMER:
INT. FINISH - NONE D 2" INTERSTITIAL MONITOR PIPE PROJECT:
EXT. FINISH -SHOP PRIMER E 3" x 3" PLATE w/ 1/2"0 (MIN.) HOLE ON
CENTER (GROUNDING LUG-ONE REQ'D) QUOTE NO: IHK'D BY
F —
LABEL - UL 142 "SCALE' DATE' DWG. BY. WG. NO.
3/4' _ 12' O1000BDH48DW10GA

(--- ---\\
arbors ACTIVATED CARBON DATASHEET
activated &SERVICES
Corp. / it
COCL60 APPLICATIONS
LIQUID PHASE COCONUT SHELL BASE CARBON Used for the purification of potable
water,aquarium water,beverage
COC-L60 Granular Activated Carbon(GAC)is manufactured from select manufacture,dialysis,and a variety
grades of coconut shell and features a high-density,large micropore volume of food grade applications
and high surface area.It is commonly used for the purification of potable
water,beverage manufacture,dialysis,aquarium water and a variety of food DOWNFLOW PRESSURE DROP
grade applications.In properly designed systems,COC-L60 will effectively °
remove chlorine,chloramines,lead,TCE,PCE,THMs,phenols,pesticides, d °
o ,
detergents,taste and odor,and more.COC-L60 meets AWWA Standard 0
B-600-74,ANSI/NSF Standard 61 and Food Chemicals Codex Standards for O. ,
drinking water applications. ,
T a ,
0
_ -,tv 4 as ,
N. 4�_fit�' . }g1 ; ;' z z s ° s u
• ' ✓ r. r- T _ �' t SUPERFICIAL VELOCITY,GPM/FTC
-`* f", .to i'N.
`°4�`y _
•c� _ �� . _ E UPFLOW BED EXPANSION
z 10
• O
v w Iz°ao •
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z
a w 1
TYPICAL PHYSICAL PROPERTIES I SPECIFICATIONS m w
CTC No.Min.(ASTM D3476) 60 Z
v p
Iodine Number,min.(ASTM D4607-94) 1100-1200 a °
Apparent Density(ASTM D-2854),gm/cc 0.48-0.50 �^
0 0 ° ,° 12 14 16 I°
Abrasion No.,min.(AWWA B 604/74) 85 SUPERFICIAL VELOCITY,GPM/FTZ
Hardness,Min.(ASTM D-3802) 95
Ash,Max(ASTM D 2866 94) 30/0 — STANDARD PACKAGING
Moisture,Max.(ASTM D-2867-99) 2% • 55 lb or 27.5 lb polylined
U.S.Standard Sieve Size 8x30,12x40 polypropylene bags
Larger than No.8,12,max. 5% • 200 lb fiber drums
Smaller than No.30,40 max 4% • 1 100 lb supersacks
WuaIItater
Q
This information is offered solely for
your consideration and verification. A
It has been gathered from reference
AINWA
Q•' materials and/or test procedures ....;.
t • and is believed to be true and accu-
:. . � r
rate. None of this information shall
a.
44l - Alr be constitutinga warrantyor re re-
-�: - 'i sentation,expressed or implied, for
^.. `
P P
- `S - II
which we assume le al res onsibilit •----.ti
,r... , ,, g P Y Is0 9U..
-- iy , .4 •."r .I or that the information or goods de- Is,.
,.,. C; scribed is fit for anyparticular use
w
r.I r -: `.4. either alone or in combination with ����}
t... c-- L - other goods or processes. I
2250 South Central Avenue,Compton California 90220 t 310 885-4555 f 310 885-4558 [e-mail] activatedcarbon.com

CARBON ACTIVATED CORPORATION
Activated Carbon & Related Services
HS-200
Liquid Phase, Pure Organoclay
HS-200 for liquid phase filtration shall be 8 x 14 or 14 x 40 mesh zeolite
impregnated with a surfactant. The density of the product shall be 57 — 59
pounds per cubic foot. The HS-200 is commonly used in remediation systems, oil
water separators, pump and treat systems CAC product works to remove various
hydrocarbons, heavy metals, and oil and grease.
Pressure Drop
16
m 14
14x40
12
✓ 10
co
m
8 8 X 14 l,,�--
c I4
6
Q.
0 4
" 2
d▪ 0
a.
0 5 10 15 20
Superficial Velocity(gpm/ft2)
TYPICAL PHYSICAL PROPERTIES
pH stable range 4— 10
Apparent Density, lb/ft3 57—59
U.S. Standard Sieve Size (Mesh Size) 8x14, 14x40
Thermally Stable, °F 33— 170
Mohs Scale 4.0
Specific Surface, ft2/g 431
INSF
Water jy AWWA
---CAC Confidentiality and Disclaimer---
This message and any attached documents contain certain information from Carbon Activated Corporation
that may be confidential and/or privileged. If you are not the intended recipient, you may not read, copy,
distribute. or use this information. If you have received this transmission and its information in error, please
notify the sender immediately by reply e-mail and delete this message. Unlawful use of this transmission and
its contents could be prosecuted in a court of law. ---FM-7.2.3-01 Rev.A

r
POWER TAW PHASE EXTRACTION(DPE)SYSTEM IT A 62 SPFT'JEI('ATI(INS
DISTRIBUTION
PANEL CONTROL PANEL
1. DPE SYSIEMS SHALL BE PRE-CONSTRUCTED TO APPUCABLE BUILDING CODE INSIDE AN
ALARM LIGHTS PANEL DGHTS I INDICATORS PANEL SWITCHES INSULATED CONTAINER/BUILDING. EACH CONTAINER/BUILDING SHALL BE SECURED TO A
CONCRETE SLAB AND GROUNDED. EACH CONTAINER/BUILDING SHALL INCLUDE IWO AR
0 MS LSnn Q OPE SYSTEM OPERATING 0 oPE SYSTEM BLOWER VENTS INSTALLED ON THE WALL OPPOSITE THE EXHAUST FAN.AND A DOUBLE STEEL
DOOR AND A MINIMUM OF ONE SINGLE STEEL DOOR WITH KEY LOCKS.
EXHAUST WTTH HINGED RAN FLAP WIRELESS 12'(MIN)ABOVE GRADE TELEMETRY -
0 EOT LSHH O MS TRANSFER PUMP OPERATING O MS TRANSFER PUMP 2. DPE STUIEM ELECTRICAL COMPONENTS(MOTORS,WIRING, SWITCHES,LGHTS,ETC.)SHALL
BE INTRINSICALLY SAFE/RATED EXPLOSION PROOF AND MEET THE NATONAL ELECTRIC
O MINT LSHH 0 EDT TRANSFER PUMP OPERATING EDT TRANSFER PUMP CODE(NEC)PER CLASS I,DMSION I AREA CLASSIFICATION. ELECTRICAL COMPONENTS
SHALL.CONFORM WITH NEC AND LOCAL ELECTRICAL CODES.
FILTER 0 PHT LSHH O WHT TRANSFER PUMP OPERATING () MOT TRANSFER PUMP 3. COMPONENTS INSIDE DASHED BLUE UHE WITHOUT SPECIFIED MATERIAL TYPE INDICATED
AND WHICH CONTACT LIQUID SHALL BE MATERIAL WITH A JET FUEL COMPATIBILITY RATING
OF EXCELLENT(AS IDENTIFIED BY COLE-PALMER CHEMICAL COMPATIBILITY DATABASE).
_ 0 DPE SYSTEM TSHN HOUR METER(DEPICTING DPE
® BLOWER OPERATING HOURS) 4. DEKKER VMX0303K LIQUID RING PUMP PACKAGE,225 ACFM(NOMINAL),28'Hg(MAX),
MUFFLER I ---_ O WHT PUMP PSHH 2OHP 230/48GV 3PH%P MOTOR.
OTEMPERATTUREINDICATOR 5. CONTINENTAL PUMP MODEL CPRIL15-44 PROGRESSIVE CAVITY TRANSFER PUMP, 1HP,
(AMBIENr AIR INSIDE rRAILER) 430V 3PH XP MOTOR. PUMP SHALL INCLUDE BALL VALVES AND UNIONS ON INLET AND
_CID OUTLET
�\ 6. PRODUCT RECOVERY MANAGEMENT(PRM)FILTRATION OWS-20 5-20 GPM OIL-WATER
l SEPARATOR.
•
7. EQT MDWHT PUMPS SHALL STAINLESS STEEL SELF-PRIMING CENTRIFUGALFUCN.PUMPS
A
WHICHINCLUDE BALL VALVES AND UNIONS ON INLET T AND
NDD OUTLET.
T 7 FILTER 1 8. CONTROL PANEL SHALL BE ASSEMBLED INSIDE A NEMA 4 ENCLOSURE MOUNTED TO
111 DPE BLOWER BUILDING EXTERIOR. CONTROL PANEL LIGHTS AND INDICATORS SHALL BE PUSH-TO-TEST
GSP (SEE SPEC/4)
MD LABELED. ALARM/SHUTDOWN SNATCHES SHALL BE WIRED TO PROVIDE LOCAL AND
REMOTE ANNUNCIATION AND SHUT DOWN SEQUENCE USING A PROGRAMMABLE LOGIC
© im DEMISTER RREMOTTEE TELEMETRY SISTEM TO PROVIDE REMOTELLER OR RELAY LOGIC. ALARM/SINDICATHUTDOWN
OF ALARM/SHALL BE SHLTDOWNRED TO A
CONDITIONS VIA A CELL PHONE AND WEB-BASED SERVICE. CONTRACTOR SHALL
COORDINATE AND CONNECT SYSTEM TO REMOTE TELEMETRY SERVICE.
-.. 9. DPE SYSTEM CONSTRUCTION CONTRACTOR SHALL OBTAIN THIRD-PARTY INSPECTION
CERTIFICATION FOR THE SYSILM/EQUIPMENT FROM AN INSPECTION COMPANY(I.E,MET
LA
INTERIOR LIGHTS LABORATORIES)PRIOR TO DELNERY TO THE SUE. THE INSPECTION COMPANY SHALL BE
APPROVED BY HRH PRIOR TO INSPECTION.
10.DPE SYSTEM CONSTRUCTION CONTRACTOR SHALL WARRANTY THE SnIEM/EQUIPMENT FOR
A PERIOD F 12 MONTHS(MIN)AND WARRANTY THE DPE BLOWER FOR A PERIOD F 36
f', IT = .I MONTHS(MIN).
1SKM EXHAUST FAN
TUBE
SEPARATOR
PARATMOISTURE
MS20 ^ WALL HEATER
PRM MODEL SOYMER
J�\���'` LSHH
60 CAL V -- a
`�// i9 _ `J (� MSS-MOISTURE ESSEPARATOR
F
���\ EQT- EQUALIZATION TANK
-L9LO - UMP 12TL DUPLEX PHT- PRODUCT HOLDING TANK
`ill P EQUALIZATION TANK OUTLET WHY-WATER HOLDING TANK
(SEE SPEC/8) 1'„ZA CAL GSP-GALVANIZED STEEL PIPE
V__I' DOUBLE-WALL mg/L- MILLIGRAMS PER LITER
F2 I
f GSP ®1g...
'
n (1› —
OIL-(SEE SATES SPEC SEPARR/B)OR
EAT TRANSFER PUMP H
V (SEE SPEC/7) -CD--'
A V WATER HOLDING
3"(MIN)GSP HEADER TANK LSH
H ---, 225 GAL
LSL --1-
9"(MIN)GSP HEADER - - 1V z - IF A
N IF
I A A A A A
I
' -1 PI '11
PI ` `
zzzzzT o-o-o-ao-
-1 0
' t I �,© GSP ix I, 2.000 LB LIQUID 1,000 LB LIQUID 1,000 LB LIQUID
- - - _ 'IL'I ''' PRODUCT HOLDINC�TANK 1 U. PHASE ZEOLTE UNIT a PHASE GAC VESSEL a PHASE CAC VESSEL
/ 11 1,000 GAL DOUBLE-WALL ® PI
SIGHT) - - WHIT TRANSFER PUMP C u
TUBE I (SEE SPEC/7)
(TYP)
/ 5-' /
C1
2.GSP)
L (TYP) y _.IJ zmr
DUPLEX BAG FILTER A
_..... ....... ....... _.... ......\ ,/, ......, ..-Os ..." ......" • •
25 GPM(MIN)75
PRODUCT DISCHARGE PSI(MIN)
2'MALE CAM LOCK COMPONENTS INSIDE THIS LINE WHICH
CONTACT LIQUID SHALL BE JET FUEL GSP
COMPATIBLE(SEE SPEC/3) 0-4
SIXTH LINE INCLUDED
WITH DPE SnItM/2 SIXTH LINE INCLUDED EFFLUENT DISCHARGE
TERMINATE OUTSIDE BUILDING,TO WTIN DPE SnItM#2
BE CONNECTED TO 2'SCH 80
PVC DPE CANKER PIPE(TYP)
LEGEND
® FLOW METER(LIQUID) ® LEVEL SWITCH HIGH FINAL DESIGN-NOT RELEASED
® TOTALIZING FLOW METER(LIQUID) e LEVEL SWITCH LOW FOR CONSTRUCTION a
DPE SYSTEMS#1&#2
® VAPOR FLOW INDICATOR H BALL VALVE 211LIITIIA/// P&ID AND SPECIFICATIONS
p VACUUM INDICATOR GATE VALVE `1 OARQ�// R
`Q,�ES 9/o iy AIRPORT DRIVE RELEASE
® PRESSURE SWITCH HIGHMIGH ni CHECK VALVE `_.CS '.'; UST INCIDENT#18989
0PRESSURE INDICATOR -2siF VACUUM RELIEF VALVE(SET PER _ SEAL r: _ AIRPORT DRIVE
MANUFACTURER RECOMMENDATION) 039718 i z CHARLOTTE,NORTH CAROLINA
O DIGITAL TEMPERATURE INDICATOR -Ai,lv`Q-;
® SAMPLE PORT ..(.4,0 I NE.t',,',,,AL
TEMPERATURE SWITCH HIGHIHIGH i'S V.' 2n27 S,udr'fnvn Saat-SYIu IM
/ Cnrsn ` haft�F hickman CM3In,,NIMH SWEH-2A21O
® ELECTRICAL LINE ',// .m.1 77
LEVEL SWITCH HIGH/HIGH UCLINN im4a C-1269/PE-65 Gcn
/ sMARIFF fHV�N(�rlr.ir r.:n,SOLUTIONS Lxmx#C-12ES/UE.ZAi GTNr
® LEVEL SWITCH LOW/LOW DATE:02-17-22 REVISION NO.0
JOB NO.CDA-044 FIGURE NO.10

NOTE: ALL RIGHTS RESERVED. THIS NOTES DESIGN DATA
DRAWING MUST NOT BE REPRODUCED IN
ANY FORM WITHOUT THE WRITTEN PERMISSION OF HIGHLAND TANK®. 11. SEE PLAN VIEW FOR TRUE ORIENTATION AND CAPACITY - 1,500 GALLONS
HIGHLAND TANK® SHALL BE RESPONSIBLE LOCATION OF FITTING
ONLY FOR ITEMS INDICATED ON THIS TYPE - VERTICAL DOUBLE WALL
FABRICATION DRAWING UNLESS OTHERWISE 2. LIFTING LUGS FOR UNLOADING UNIT & STANDING
NOTED. CUSTOMER IS RESPONSIBLE FOR UNIT UPRIGHT TO BE PLACED AS NEEDED BY NO. REQ. - -
VERIFYING CORRECTNESS OF SIZE AND
LOCATION OF FITTINGS, ACCESSORIES, AND FABRICATION SHOP OPERATING PRESSURE - ATMOSPHERIC
COATINGS SHOWN ON THIS DRAWING. 3. A 3x3xY4' STEEL GROUNDING LUG WITH A %/
TDUCH UP OF FINISHED PAINT IS SPECIFIC GRAVITY = 1.0
REQUIRED BY INSTALLATION HOLE IN CENTER TO BE PLACED ON SHELL AT TANK MATERIAL - MILD CARBON STEEL
CONTRACTOR. TOUCH UP PAINT SHIPPED BOTTOM OF TANK IN LINE WITH LIFTING LUGS
WITH TANK. THICKNESS - TOP- FLAT SINGLE WALL 10 GA
THICKNESS - INNER- SHELL: 7 GA BOTTOM: 1/4"
THICKNESS - OUTER- SHELL: 7 GA BOTTOM: 1/4"
CONSTRUCTION - LAP WELD OUTSIDE ONLY- INNER
& OUTER
TOP & BOTTOM HEADS ARE FLAT FLANGED
TANK TEST - INNER: 2 PSIG
OUTER: +2 PSIG OR 13"hg VACUUM
INT. FINISH - NONE
0° EXT. FINISH - SHOP PRIMER
C LABEL — UL 142
300' /- v \.` LEGEND
"�i �`�'� \\\ A 6" FFSO 150# FLANGE — PRIMARY EMERGENCY�,,� B }_; \ VENT USE
/, `\. �\ B 6" FFSO 150# FLANGE, SECONDARY EMERGENCY
i I \I I I VENT IN INTERSTICE EXTENSION BOX, MARK w/
270° []] 0 T W 1 90° SPECIAL WARNING LABEL
D II ' C \ I C
1 \ / C 4" HALF COUPLING
\ �. /
\ /
D 2" INTERSTITIAL MONITOR PIPE
\\`�\ \ C �' ' / E 24"0 TIGHT BOLT MAN WAY w/ 1/8" FIBREFLEX
,� GASKET MATERIAL.
135°
----' F
180°
B
I / C,E,C A
r� _r�r 4
O r
D C I
a , CL
o I w
10 z
I z
). -0
0 I
Ct a_ C;)
Q
I �
i L 1 J
5-4"4 INNER �,01.4yo
TaNk
'yFG �
Hioblauil
UNLESS NOTED, TOLERANCES ARE +/- 1'
1 ,500 GAL 64"0 DW VERTICAL
CUSTOMER:
PROJECT;
QUOTE NO: ICHK'D BY'
SCALE, DATE' DWG. BY, WG. NO.,
1/2"=1'-0" 015 0 0 A VD W6 4

ABANAKI
TOTE-I 0 PORTABLE OIL SKIMMER
Enjoy the Benefits of Oil Skimming!
• Tote-It is easily hand carried to the source of the problem
• Most inexpensive way to remove oil from water
• Saves coolants by removing tramp oil
• Conserves parts wash water by removing oily wastes
• Prevents recontamination of parts as they are removed from wash tank
•
' • Prevents plugging of spray heads and filters
• Reduces fluid disposal costs
• Skimmed oil can be recycled and reused as a lubricant or fuel
• Helps meet government requirements for water discharge
General Description
The Tote-It's patented design is a dependable and effective means of removing
free floating oil from water. The single assembly unit can be used in any
application where 115 VAC,60 or 220V,50 Hz power is available.
The Tote-It utilizes a continuous belt and wiper to remove up to 12 gallons of oil
per hour from the fluid surface. The belt operates on a motor and pulley system
attached to a stabilizer bar that is immersed in the contaminated liquid. After
traveling over the head pulley,the belt passes through tandem wiper blades where
oil is scraped off both sides of the belt,and discharged through a 1-1/4 in.ID
hose. The tail pulley has flanges which allow it to roll freely on the inside of the
belt without becoming dislodged. It does not need to be fastened to the tank.
Oil skimming makes use of the differences in specific gravity and surface tension
between oil and water. These physical characteristics allow the belt to attract oil
and other hydrocarbon liquids from the surface of the fluid.
The Tote-It is especially well suited for parts washing and machining center
applications. By removing surface oil from a wash tank,the parts will not be
recontaminated as they are withdrawn. Removing tramp oil from a coolant tank
prevents excessive smoke and fumes due to oil burning during cutting operations.
It also reduces bacteria growth in the tank,along with the resulting odor.
f!!.
The Tote-It Advantages
• Multiple site usage—easily moved from one place to another
• 36 lb.,single unit portability
• A single unit elevates and separates oil
• Can be used in tanks as shallow as a few inches
• Requires no tank modifications in most applications
• Maintains skimming efficiency in fluctuating fluid levels
• Easy mounting and fast cleaning,with minimal maintenance
.4;
A UTA%XAW'
CORPORATION
111 OIL EKIMMEP DIVISION
17387 Mom Rood•Chown rolls,Ohio 44023
Ph(440)543-7400•FAX[phone]
800-356S10M(7546)
k11R//www.ab•okkto•

TOTE_I (;) pORTABLE OIL SKINNER
Where To Use The Tote-It
The Tote-lt is designed for those applications where multiple tanks
can take advantage of a single portable unit. It also can be used
in permanent installations with limited access areas,such as smallL
parts washers and machining center coolant tanks.
Typical Applications
• Wastewater sumps '� f
• Parts washers
r±".�* Coolant systems
• Heat treating fluids
4 Food processing plants
• Parking lots,garages,and service facilities
• Aircraft service areas and tarmac runoff
• Truck,locomotive,and other mobile equipment washing
facilities
Rugged Construction for Harsh
Conditions !II
The Tote-It has been designed to last for many years. Belts are
made of corrosion-resistant steel,or a polymer material. A tough • '40% Mr
power train keeps the Tote-It running under the most severe
conditions. With the proper configuration the Tote-It can handle
liquid temperatures up to 212 F,and the pH of the fluid can range
from 1 to 13.
r ,
Key Features of the Tote-It:
•
• Small mounting and operating area
• Easily hand carried from tank to tank . 711
• Easily mounted on a flat surface
• Belt and wipers impervious to oils and fuels
•
• High temperature capability
• Chip resistant powder coated finish
• Customized belt lengths and materials
• Fast cleaning with minimal maintenance

TOTE-IT DIMENSIONS Specifications:
il "�. MOTOR Oil Removal Rate l2gph(45.4 Iph)with 4 in.( cm)wide belt
h _; � --� 6 gph (22.8 Iph)with 2 in.( 5 cm)wide belt
(8cm�4` ;� iiir8.D0) 7/16"z.75 SLOT THRU 3 gph (11.4 Iph)with 1 in.(2.5 cm)wide belt
j lr�l %b 2 PLACES
REMOVABLE GUARD �(Ac^`) (Removal rate is based on 30 weight oil in water.)
Ir�1 ,��III 1.62
70�rc1—r PULLEY A" 4.250 ( Motor Fractional hp gear motor, 115VAC,60 Hz
__ • i"Dean) Belt Width Specify 4 in. (10 cm) 2 in. (5 cm),or 1 in. (2.5 cm)
11.81 I ,II
10.06 i i MOUNTING FOOTPRINT Belt Length User specified (See'Belt Selection next page.)
a .;. (26<m) : ii'f y— Belt Material Specify corrosion-resistant steel,or specially engineered
I 1�� � _ -r -- P fV P � Y 9�
MOUNTING I 3.75� I■ I Il
SURFACE i (5.75 I polymer. (See 'Belt Selection. )
DISCHARGE 707E-17 "A" "B" `C`
BELT LENGTH HOSE "t1-3/6" 3-7/8" 3-3/B" Wi er Nitrite standard,Viton,ceramic/UHMW hybrid,and
1 (AS SPECIFIED) (I0<m) (9cm) PY
1'6"TO 5'0-
2'. ,2-3/B 4-7/tl 4-378 '
BELT (}i<m) (12cm) (11<m) ceramic optional. Specify wiper mateiial basedon
2.BB
(LEY it STABILIZER BAR 4" 14—J/e o-0/4 —/a'TAIL PULLEY (36<m) (17<,n) c,6=m) temperature and fluid compatibility.
I) 2.09 (See"Operating Limits.")
_..1 ,,„L I(5<m) I B L Mounting Method Flat base mount with oil discharge through a 1-1/4 in.I.D.
~I hose.See installation drawing.
Mounting Area See installation drawing.
MOUNTING DETAIL Weights' Complete assembly with stabilizer bar,tail pulley,and steel
belt 1 in.: average 30 lbs.(13.6 kg)
TOTE—IT 2 in.: average 34 lbs.(15.4 kg)
1 ", 2" OR 4"
4 in.: average 36 lbs.(16.3 kg)
2 00 1,,,,,, Options(Specify) • Oil Concentrator` for virtually water-free oil discharge
$ cf (See description next page.)
SKIM TANK \ 00 • Storage stand
0.
fi ' t • Special belt lengths,over 5 ft.center to center
TANK& • Stainless steel construction
DRUM MOUNT4011
• Timer
..::,i::ii,i,i,i:::;,,.,tif../.2.i. ifiNo..
BRACKET
• Level switch
• Pneumatic or special electric motors
•
Explosion proof
P
0 eratin Limits 1
P 9
Wipers'
lempemtuie of Liquid pH 1-5(audit) pH 6-8(neutral) pH 9-14(okolit,)
33'F-1801(0.5X-82°C) CNomic hybrid,CRV Ceramic hybrid,(RV,nitnle Ceramic hybrid,CRV,Nnile
18112121(83'C-100'CI CRV CRV (RV
Belts'
lenryeroNre of bawd pH 1-5 Mode) pH6-8(neutral) pH 9-14(alkaline)
\ 331-1401(0.5'C60'C) Elastome Poly,E6stomer Poly,Elastomer
331-180'F(0.5'C-82'C) Corrosion Resistant Corrosion Resistant, Conosion Resistant,
Carbon Steel,Poly Poly
1811-212'F(83'C-100'0 CR steel Corrosion Resistant, (orrosion Resistant
Carbon Steel
Standard The Abanaki Tote-It is supplied with a belt guard,adjustable
Configuration wiper blade assembly,skimmer belt,tail pulley,and
'�`' AIIA%IiA%Ki stabilizer bar.
CORPORATION
OP4= OIL SKIMMER DIVISION 1. The ToteItis UPS shippable.
LTA
17387 Munn Road•Chagrin Falls,Ohio 44023 2. Consult factory for recommendations covering operating conditions not listed here.
Ph:[phone]•FAX:[phone]
800-358-SKIM(7546)
http://www.abanaki.com

ABANAKI'S Oil Concentrators®
The Oil Concentrator` is an option available on all ABANAKI oil skimmers. Under many operating conditions ABANAKI oil skimmers will pick up oil
with less than 5 water. But as surface oil is reduced to a thin layer(1/16 to 1/8 inches thick),more water or coolant may also be picked up
i `-J CLAMP SCSLUDREENGE along with the oil. When used in tandem with the oil skimmer,an Oil Concentrator will solve this problem,and
+ _' ; ja provides virtually complete oil/water separation,saving money and improving the efficiency of the skimmer.
MOUNTING — `UM i==OUTL
LET Based on the principle of gravity separation,the Oil Concentrator uses no electricity,timers,sensors,pumps,or other
v,wco �
CHANNEL -_-=WATER 7-_ /,I ‘,.‘ moving parts. The Oil Concentrator sits behind the skimmer and receives its discharged oil. The unit comes complete
=_==— = OUTLET with a mounting bracket,removable sludge screen and a drain plug to ease clean up. For higher viscosity oils or low
TANK ` -- 2;1 s_
temperature applications,a thermostatically controlled heater is available as an option.
Abanaki has thousands of skimmers installed worldwide at leading companies such as...
Army Corps of Engineers Dupont Mazak TRW
Bethlehem Steel Eaton Monroe Auto Equipment Underwriters Lab
Boeing Ford Motor New York Power Authority United Airlines
British Steel General Electric Nissan Motor U.S.Bureau of Reclamation
Bureau of Reclamation General Motors Nucor-Yomato Steel USS Great Lakes Fleet
Caterpillar Henry Filters Outboard Marine Volvo AB
Chevron Honda Quaker Oats Wartsila Diesel
Corning John Deere Timken Westinghouse Electric
Dow Chemical Kaiser Aluminum Toyota
Abanaki Oil Skimmer Quick Selector Chart Other Oil Skimming Products From Abanaki:
1. OIL GRABBER MODEL 4 For Mid Volume
Single 4-inch wide belt(10 cm)
L[ t r. Any length belt
Capacity:20 GPH(15 LPH)
.- lIilt 2. OIL GRABBER MULTI-BELT For High Volume
q-. Two to five 8-inch belts(20.3 cm)
. Any length belts
Capacity:to 200 GPH(757.1 LPH)_ ,,-. .IP ' 3. OIL GRABBER MODEL 82 For Most Applications
Single 8-inch wide belt(20.3 cm)
Any length belt
Capacity:40 GPH(151.4 LPH)
4. MIGHTY MINI For Small Applications
(Parts Washers,CNC Machines,55 Gal.Drums)
OIL GRABBER OIL GRABBER' OIL GRABBER` MIGHTY MINI Single belt:1-inch or 2-inch(25.4 or 50.8 mm)
MODEL 4 MULTI-BELT e� MODEL 82 Belt length:6",12",18",24"(153,305,458,610 mm)
1 2 3 4 Capacity: 1 GPH-1"belt(3.81 LPH)
2 CH-2"belt(5.71 LPH)
TOTE_I C4 PORTABLE OIL sKimmiER
For more information, please contact: r« 1' AIIA% AIII
-_ CORPORATION
t OIL SKIMMER DIVISION
17387 Munn Road•Chagrin Falls,Ohio 44023
i:►0 Ph:[phone]•FAX:[phone]
800-358-SKIM(7546)
htip://www.abanaki.com
1299 5M USP Optional Equipment Shown In Some Views. ©Abanaki Corporation,1999

PRM Oil Water Separators pQo 0
MFlltratlon
PRM Oil Water Separators are designed to
separate free and dispersed oils from
wastewater or process streams, providing _
high efficiency fluid separation with low
maintenance that can operate as a stand
alone unit or used with integrated systems.
PRM industrial-duty OWS units are designed for • ;
flow rates from 1 to 100 GPM. PRM separators '
are manufactured using heavy gauge 304
stainless steel and can be supplied with internal
sumps. Field adjustable skimmers provide , �
efficient separation for varying site conditions.
For applications with heavy solids loading, units
can be incorporated with slant rib clarification All PRM oil water separators are fabricated from
plates for precipitating solids into an integrated Stainless Steel for superior corrosion resistance
collection tank. and structural stability.
Internals include a standard PVC "wavy plate"
coalescer, PVC oil skimmer with viton 0-rings
Flows up to 100 GPM and polypropylene clarifier plates.
Typical Features Include:
• Table-Mounted. Painted Steel Welded Frame Please talk to a PRM representative to
ensure that the oil water separator is
• Stainless Steel Welded Construction properly sized and specific for your
• PVC Coalescing Media Pack application.
• Stainless Steel Media Anchor Hardware =-OptionsandServices"
• Adjustable PVC Oil Skimmer with
• Optional Aluminum Construction
• Equalization Tanks for Increased Retention
Viton 0-Rings
Times
• Removable Lid with SS Tee Bolts • Reverse Configurations for DNAPL Separation
• UL 508A and 698A Control Panels for Pump Up,
• Vent Port, Sump Drain. Cleanout Port, and
Pump Down, and High Level Alarm
Oil Outlet Port • Custom Integration Into New or Existing Systems
• Sludge and Grit Chamber with Manual Drain • Field Installation, Startup and Operations
Services
(888-TREAT-IT) • www.prmfiltration.com • [e-mail]
Equipment Specifications may vary. Product Recovery Management, Inc. • 200 20th Street • Butner, NC 27509 E-02(1)
li

1
PRM Oil Water Separators P.i 0/Filtration
n_�
Standard OWS Packages
OWS-10: 1-10 Gallons Per Minute - __ " ilb.
• 12"W x 60"L x 24"H x 14 gauge SS
• 2" inlet/outlet
• 2" adjustable oil skimmer, outlet on both sides
• Two 1" air vents
• 2" wide gasketed lid with easy turn retainers
OWS-20: 5-20 Gallons Per Minute
1 �
• 24"W x 60"L x 24'H x 14 gauge SS
• 2" inlet/outlet
• 2" adjustable oil skimmer, outlet on both sides
• Two 1" air vents
• 2"wide gasketed lid with easy turn retainers OWS-60: 5-60 Gallons Per Minute
•
OWS-30: 5-30 Gallons Per Minute 18"W x 84"L x 36"H x 12 gauge SS 1
36"W x 60"L x 24"H x 12 gauge SS • 2" inlet, 4" outlet
• • 2" adjustable oil skimmer, outlet on both sides
• 2" inlet/outlet • Two 1" air vents
• 2" adjustable oil skimmer, outlet on both sides • 2"wide gasketed lid with easy turn retainers
• Two 1" air vents
• 2"wide gasketed lid with easy turn retainers OWS-80: 5-80 Gallons Per Minute
• 24"W x 84"L x 36"H x 12gaugeSS
OWS-40: 5-40 Gallons Per Minute • 2" inlet, 4" outlet
• 12"W x 84"L x 36"H x 12 gauge SS • 2" adjustable oil skimmer, outlet on both sides
• 2" inlet, 3"outlet • Two 1" air vents
• 2" adjustable oil skimmer, outlet on both sides • 2"wide gasketed lid with easy turn retainers
• Two 1" air vents
• 2"wide gasketed lid with easy turn retainers
r n n I
in WPM FLUES 4 tiEtil
_151 11 I I; I)
rills.,mum um% yi,� y4 y1 •
y� �
rr
t 1
Lt.:3 iTilifIC
IF- -a
IN COIIIM=111144
Oblal 1 DFiuh
888-TREAT-IT • www.prmfiltration.com • [e-mail]
Equipment Specifications may vary. Product Recovery Management, Inc. • 200 20th Street • Butner,NC 27509 E-02(2)

PROPRIETARY DATA - - 52.00 FS0225-38 (C....\)
PROPERTY OF DEN HARTOG INDUSTRIES,INC.S.INC ANDNO FURNISHED HEREIN F.__ _ 27 00
IS THE PROPERTY OF DEN HARTOG INDUSTRIES.INC.AND SHALL NOT BE USED. /
DISCLOSED TO OTHERS,OR COPIED WITHOUT THE EXPRESSED WRITTEN
CONSENT OF DEN HARTOG INDUSTRIES.INC. ALL RIGHTS RESERVED.
038.00
-225 -7225
-200 (r------ ---, 200
I -175 © -175
I i -150 1 41.500
' -75 -75
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J��--- /. Q\._ v
1.224 3.00 3.00FSTANDARD 2" FITTING
© FRONT AND RIGHT
LOCATION
SIDE OF TANK ARE
47.50 MARKED IN GALLONS
6.50 08" VENTED
LID ASSEMBLY
1
10 2 5 7
i - e ;h 4 o GP 1
6.50
t
, ill
TANK FITTING CAN
BE INSTALLED IN /
ANY OF THESE 3 R38.00
SUMP LOCATIONS 4I1111 �
34.50 - -
C ADDED STANDARD FITTING LOCATION 12/9/00 DHJ 1765 DRAWN/DATE MATERIAL ACE RO TO- MOLD
B WIDTH WAS 25 AND HEIGHT WAS 43 7/25/06 NVE OH)3/11/94
HOPE OR EQUIVALENT A DIVISION OF DEN HARTOG INDUSTRIES.INC.
A NEW DRAWING FORMAT 10/11/05 NVE APPRD./DATE REFERENCE MATERIAL DATA SHEET 4010 HOSPERS DRIVE SOUTH BOX 425,HOSPERS,IOWA 51238
FOR SPECIFIC PROPERTIES.
REV DESCRIPTION DATE APPRD CCN ADH 3/11/94 CLIENT/DESCRIPTION
THIRD ANGLE PROJECTION NOTES:
ALL DIMENSIONS ARE IN DECIMAL INCHES ANSI14.5M 225 GALLON FREE-STANDING TANK
TOLERANCES UNLESS OTHERWISE SPECIFIED 1.NOM.WALL 0.27
2.BLACK,WHITE,OR YELLOW COLOR SCALE PART NO.
0 _ .._ ______
• 1%0 68•F 3.SHOT WEIGHT 85 LBS. N.S.
` FS0225-38 /

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

PRM Bag Filter Housings - A
Low Pressure Banded Housing
M®
PRODUCT RECOVERY MANAGEMENT
Absolute Quality is our Goal... Genuine Service is our Habit!
Product Name PRM Part No. Product Name PRM Part No.
Bag Filter Housings 8x30, DBFSFGX2HBFL2 Bag Filter Housing 8x30, DBFHBFL2
304 SS,2" NPT In/Out 304 SS, 2" NPT In/Out
Dual System Skid Single Housing Only
I— ii i
\„.......„.
'II
_NA ._
40,, i
v(01.-0_'% ,_ ...., -
oktrotchoi ,
__, ..,
1
, ,
. ..._____ ..
„fgt.z.7.,,. ..,,,
I ' ,-. 1A0 !Ill -,r
1 y .
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Product Name PRM part no.
11. 100 Micron Bag Filters#2 DBFPE100P2S
50 Micron Bag Filters#2 DBFPE50P2S
25 Micron Bag Filters#2 DBFPE25P2S
10 Micron Bag Filters#2 DBFPE10P2S
5 Micron Bag Filters#2 DBFPE5P2S
Product Recovery Management, Incorporated
(888)TREAT-IT
888-873-2848 • 919-957-8890 • www.prm-net.com • sales(ftrm-net.com
Butner, NC • Webster, NY • Lakeland, FL
*Actual equipment specifications may vary. Please contact Product Recovery Management,Inc.for additional details. E-13(1B)

-1.
PRM Carbon Systems - HP-1000-RDL 1PAIRIFIltratlon
The HP Series Carbon units are used on
remediation systems where standard flow volumes
are required with minimal backpressure. These
units offer a 25% freeboard area for excellent back-
wash ratios. Typical applications are groundwater
remediation for VOCs or industrial sites with similar 4 ,. s" ,r
applications. Several media types are available for t I k A Rj
_ Ls,
removal of more specific compounds such as
metals and other contaminants. Aggregate media •
specifically designed to be backwashed is also -
available.
APPLICATIONS:
- Remediation of contaminated water streams
STANDARD SPECIFICATIONS:
• 39"D x 80"H Tank Vessel With Removable Dome Lid
• 2 Inch Inlet/Outlet
• High Flow Distributor Manifold
• Heavy Duty Welded Legs •
•
• Approx. 1000 lbs. of GAC media based on a packed
density bed of 30Ibs/ft3
8 x 30 Liquid Carbon Pressure Drop vs.Flow
36"Dlameter Vessel C ri■I�ri■/''/ /�.
''FII rats � bread and bracket
rd SS304
1.3 _
1.2 —> � rl
1.1 HP-1000RDL IIIII
1.0
0.9
a 0.8 1 :0
0 0.7 3. 6?
0.6
0.5 z„
a0.4 Nvr
0.3
0.2
0.1 MUM&/
0 25 50 75 100 Dimensions shown in inches.
Flow(gpm) Dome Cover Swing Arm is Optional.
AVAILABILITY: Build Item: Allow 3 to 6 weeks for manufacturing and shipping
888-TREAT-IT • www.prmfiltration.com • [e-mail]
Equipment Specifications may vary.Product Recovery Management, Inc. • 200 20th Street• Butner, NC 27509 E-05 HP1000RDL

NOTE: AU. RIGHTS RESERVED. THIS
DRAWING MUST NOT BE REPRODUCED IN
ANY FORM WITHOUT THE WRITTEN
PERMISSION OF HIGHLAND TANK®.
HIGHLAND TANK® SHALL BE RESPONSIBLE
ONLY FOR ITEMS INDICATED ON THIS 1 O'-9" INNER
FABRICATION DRAWING UNLESS OTHERWISE
NOTED. CUSTOMER IS RESPONSIBLE FOR -
VERIFYING CORRECTNESS OF SIZE AND
LOCATION OF FITTINGS, ACCESSORIES, AND
COATINGS SHOWN ON THIS DRAWING. 2" 2" 1 14" 14" 3'-4" 2"
TOUCH UP OF FINISHED PAINT IS
REQUIRED BY INSTALLATION
CONTRACTOR. TOUCH UP PAINT SHIPPED
WITH TANK.
mmmmmmmmmmm I I I i
C C B A C C
I
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I
04'-0" �•
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I
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• I
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0
L '- " 4'-42" J
48" X 6" HIGH BDH LEGS
WELD (2) PAIRS TO TANK
DESIGN DATA
CAPACITY - 1,000 GALLONS
TYPE - DOUBLE WALL - TYPE I
NO. REQ. - - A-
I OPERATING PRESSURE - ATMOSPHERIC
SPECIFIC GRAVITY = 1.0 LEGEND a�GHL4,y�
Niiniand FG TalkTANK MATERIAL - MILD CARBON STEEL ' //
THICKNESS - INNER- 10 GASHELL: 10GA 6" FFSO 150# FLANGE THROUGH OUTER SHELL ONLY, �yFQ cO
NNER HEADS: MARK WITH SPECIAL WARNING LABEL INTERSTITIAL
THICKNESS - OUTER- HEADS: 10 GA SHELL:10 GA A EMERGENCY VENT USE ONLY UNLESS NOTED, TOLERANCES ARE +/- 1'
1 CONSTRUCTION - INNER - LAP WELD OUTSIDE ONLY B 6" FFSO 150# FLANGE - PRIMARY EMERGENCY VENT USE 1 ,000 GAL 48"0 DW BDH TANK
OUTER - LAP WELD OUTSIDE ONLY
TANK TEST - INNER - 5 PSIG C 2" FITTING
1 OUTER - +3 PSIG OR 13"hg VACUUM CUSTOMER
INT. FINISH - NONE D 2" INTERSTITIAL MONITOR PIPE PROJECT:
3" x 3" PLATE w/ 1/2"o (MIN.) HOLE ON
EXT. FINISH -SHOP PRIMER E CENTER (GROUNDING LUG-ONE REQ'D)
QUOTE NO: CHK'D BY
F - SCALE' DATE. DWG. BY, DWG. NO..
LABEL - UL 142 3/4'= 12'
O10006DH48DW10GA
L

1
1
(-- ---.
ebon ACTIVATED CARBON DATASHEET
activated
cor 1 &SERVICES
COCA L60 APPLICATIONS
LIQUID PHASE COCONUT SHELL BASE CARBON Used for the purification of potable
water,aquarium water,beverage
COC-L60 Granular Activated Carbon(GAC)is manufactured from select manufacture,dialysis,and a variety
grades of coconut shell and features a high-density,large micropore volume of food grade applications
and high surface area.It is commonly used for the purification of potable
water,beverage manufacture,dialysis,aquarium water and a variety of food DOWNFLOW PRESSURE DROP
grade applications.In properly designed systems,COC-L60 will effectively = '
remove chlorine,chloramines,lead,TCE,PCE,THMs,phenols,pesticides, , .
detergents,taste and odor,and more.COC-L60 meets AWWA Standard o ' ' 7e40
B-600-74,ANSI/NSF Standard 61 and Food Chemicals Codex Standards for o ,
drinking water applications. ._ .
• 2
• . d
d 1
• z s 10''r • 5" , . SUPERFICIAL VELOCITY,GPM/FT2
6,•
P •O r'rv.' tall4 . ,i Vim^
ai ,. i �� UPFLOW BED EXPANSION
, `
r C • J
r .'. Z '° -
' Z to' 12.40
a
X 50
TYPICAL PHYSICAL PROPERTIES I SPECIFICATIONS 9 '°
CTC No.Min.(ASTM D3476) 60 z 3° ex 60
v ,
Iodine Number,min.(ASTM D4607-94) 1100-1200 a
Apparent Density(ASTM D-2854),gm/cc 0.48—0.50 °
0 12 1PM/FTC 16 18
Abrasion No.,min.(AWWA B 604/74) 85 SUPERFICIAL VELOCITY,G
Hardness,Min.(ASTM D-3802) 95
STANDARD PACKAGING
Ash,Max(ASTM D-2866-94) 3%
Moisture,Max.(ASTM D-2867-99) 2% • 55 lb or 27.5 lb polylined
U.S.Standard Sieve Size 8x30,12x40 polypropylene bags '
Larger than No.8,12,max. 5% • 200 lb fiber drums
Smaller than No.30,40 max 4% • 1 100 lb supersacks
Water
, Quality. 1
1 ` This information is offered solely for
your consideration and verification. A
It has been gathered from reference
. .\ ....„ ,
materials and/or test procedures A �
` t and is believed to be true and accu-
..:, .• N ., -.. --- .7., 6Alwk rate. None of this information shall
1•., - '' -- „, be constituting a warranty or repre-
ti.., ; 1 sentation,expressed or implied,for •
...• . . . ..
which we assume legal responsibility tbW..v..
ISO 0301
+ • `. or that the information or goods de-
u '�" `� scribed is fit for any particular use
either alone or in combination with Q�
r �� l' other goods or processes. Nw•
2250 South Central Avenue,Compton California 90220 t 310 885-4555 f 310 885-4558 [e-mail] activatedcarbon.com
p @

CARBON ACTIVATED RATI RP CO O ON
Activated Carbon & Related Services
HS-200
Liquid Phase, Pure Organoclay
HS-200 for liquid phase filtration shall be 8 x 14 or 14 x 40 mesh zeolite
impregnated with a surfactant. The density of the product shall be 57 — 59
pounds per cubic foot. The HS-200 is commonly used in remediation systems, oil
water separators, pump and treat systems CAC product works to remove various
hydrocarbons, heavy metals, and oil and grease.
Pressure Drop
16
CO 14
14 x 40
. 12
a 10
ro
8
8x14
0.
0
O. 0 5 10 15 20
Superficial Velocity(gpm/ft2)
TYPICAL PHYSICAL PROPERTIES
pH stable range 4— 10
Apparent Density, lb/ft3 57—59
U.S. Standard Sieve Size (Mesh Size) 8x14, 14x40
Thermally Stable, °F 33— 170
Mohs Scale 4.0
Specific Surface, ft2/g 431
�1 \\ NSF
Quail
r AWWA
_ uaht�
---CAC Confidentiality and Disclaimer---
This message and any attached documents contain certain information from Carbon Activated Corporation
that may be confidential and/or privileged. If you are not the intended recipient, you may not read. copy,
distribute. or use this information. If you have received this transmission and its information in error, please
notify the sender immediately by reply e-mail and delete this message. Unlawful use of this transmission and
its contents could be prosecuted in a court of law. ---FM-7.2.3-01 Rev.A

Attachment D
Analytical Data for Representative Sample of Water to be Treated

Table 1 (Page 1 of 1)
Summary of Analytical Data for Groundwater in Contact with LNAPL
Airport Drive Release (UST Section Incident#18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Concentration
Analyte (pg/L)* Anayltical Method
SGT HEM: Non-Polar Material 3,900 EPA-1664E-SGT
Total Suspended Solids 17,000 SM-2540D
Total Organic Carbon 1,230 SM-5310C
Phenols (Total) 36 EPA-420.1
Arsenic 0.829 SW-6020B
Barium 93.5 _ SW-6020B
n-Butylbenzene 25.9 SM-6200
sec-Butyl benzene 24.6 SM-6200
Ethylbenzene 76.2 SM-6200
lsopropylbenzene 52.6 SM-6200
4-Isopropyl toluene 23 SM-6200
Naphthalene 151 SM-6200
Naphthalene 346 EPA-625.1
Phenanthrene 8.67 EPA-625.1
n-Propylbenzene 79.7 SM-6200
Trichloroethene 6.27 _ SM-6200_
124-Trimethylbenzene 500 SM-6200
135-Trimethylbenzene 131 SM-6200
mp-Xylene 76.7 SM-6200
Xylene (Total) 76.7 SM-6200
Aliphatic C5-C8 211 MAVPH
Aliphatic C9-C12 4,820 MAVPH
Aromatic C9-C10 2,480 MAVPH
Aliphatic C9-C18 14,400 MAEPH
Aliphatic C19-C36 139 MAEPH
Aromatic C11-C22 5,470 MAEPH
pH 6.57 SM-4500H+B
Notes
Data are for a sample of groundwater which was in contact with light non-aqueous phase liquid collected from
MW-8
*concentrations are in micrograms per liter(pg/L),except pH is in standard units(s.u.)
only analytes detected in sample are included in table
Table 1 (Page 1 of 1)
Hart& Hickman, PC
File•helps://harthick sharepoint corn/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport-CDA/CDA-044 Airport Dove Release/CAP/Tables/MW-8 Data for
NPDES

Wo
Waypoint. 449 Springbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
8/31/2021
Hart&Hickman (Charlotte)
Shannon Cottrill
2923 South Tryon St. Ste 100
Charlotte, NC, 28203
Ref: Analytical Testing
Lab Report Number: 21-236-0008
Client Project Description: CDA-044
Dear Shannon Cottrill:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 8/24/2021 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA(including 40 CFR 136
Method Update Rule May 2012) unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...)are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time.
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
Angela D Overcash
Senior Project Manager
Laboratory's liability in any claim relating to analyses performed shall be limited to,at laboratory's option, repeating the
analysis in question at laboratory's expense,or the refund of the charges paid for performance of said analysis.
Page 1 of 42

w
Waypoint, 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Certification Summary
Laboratory ID: WP CNC:Waypoint Analytical Carolina, Inc.(C), Charlotte, NC
State Program Lab ID Expiration Date
North Carolina State Program 37735 07/31/2022
North Carolina State Program 402 12/31/2021
South Carolina State Program 99012 07/31/2022
South Carolina State Program 99012 12/31/2021
Laboratory ID:WP MTN: Waypoint Analytical, LLC., Memphis,TN
State - Program Lab ID Expiration Date
Alabama State Program 40750 02/28/2022
Arkansas State Program 88-0650 02/07/2022
California State Program 2904 06/30/2022
Florida State Program-NELAP E871157 06/30/2022
Georgia State Program C044 02/18/2023
Georgia State Program 04015 06/30/2022
Illinois State Program- NELAP 200078 10/10/2022
Kentucky State Program 80215 06/30/2022
Kentucky State Program KY90047 12/31/2021
Louisiana State Program-NELAP LA037 12/31/2021
Louisiana State Program-NELAP 04015 06/30/2022
Mississippi State Program MS 02/11/2023
9
North Carolina State Program 415 12/31/2021
Oklahoma State Program 9311 08/31/2021
Pennsylvania State Program-NELAP 68-03195 05/31/2022
South Carolina State Program 84002 06/30/2022
South Carolina State Program 84002 06/30/2022
Tennessee State Program 02027 02/11/2023
Tennessee A2LA ISO 17025:2017 4313.01 10/31/2021
Texas State Program-NELAP T104704180 09/30/2021
Virginia State Program 00106 06/30/2022
Virginia State Program-NELAP 460181 09/14/2021
Page 1 of 1 00016/21-236-0008
Page 2 of 42

YY�
Waypoint 449 Springbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Sample Summary Table
Report Number: 21-236-0008
Client Project Description: CDA-044
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
94144 MW-8 Aqueous 08/24/2021 08:30 08/24/2021 11:50
94144 MW-8 Aqueous 08/24/2021 08:30 08/24/2021 11:50 5310C-2011 WP MTN
WP MTN-Memphis,TN: Waypoint Analytical-TN,Memphis,TN
Page 3 of 42

1
,Wo
V%ypoint 449 5pringbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Summary of Detected Analytes
Project: CDA-044
Report Number: 21-236-0008
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
MW-8 V 94144
1664E-SGT SGT HEM:Non-Polar Material 3.9 mg/L 1.7 08/26/2021 10:26 J
2540D-2015 Total Suspended Solids 17 mg/L 0.7 08/25/2021 15:00
420.1 Phenols(Total) 0.036 mg/L 0.015 08/31/2021 09:05 1
4500H+B-2011 pH 6.57 s.u. 08/25/2021 10:05
5310C-2011 TOC 1.23 mg/L 0.500 08/26/2021 19:32
6020E Arsenic 0.829 pg/L 0.170 08/26/2021 17:49 J
6020E Barium 93.5 pg/L 0.810 08/26/2021 17:49
6200E n-Butylbenzene 25.9 pg/L 1.80 08/31/2021 02:49
6200E sec-Butyl benzene 24.6 pg/L 2.00 08/31/2021 02:49
6200B Ethylbenzene 76.2 pg/L 1.70 08/31/2021 02:49
6200B lsopropylbenzene 52.6 pg/L 1.80 08/31/2021 02:49
6200B 4-Isopropyl toluene 23.0 pg/L 0.890 08/31/2021 02:49
6200B Naphthalene 151 pg/L 4.70 08/31/2021 02:49
6200E n-Propylbenzene 79.7 pg/L 1.90 08/31/2021 02:49
6200B Trichloroethene 6.27 pg/L 1.80 08/31/2021 02:49
6200B 1,2,4-Trimethylbenzene 500 pg/L 1.90 08/31/2021 02:49
6200E 1,3,5-Trimethylbenzene 131 pg/L 1.80 08/31/2021 02:49
6200E m,p-Xylene 76.7 pg/L 4.20 08/31/2021 02:49
6200E Xylene(Total) 76.7 pg/L 2.10 08/31/2021 02:49
625.1 Naphthalene 346 pg/L 39.8 08/27/2021 10:31
625.1 Phenanthrene 8.67 pg/L 6.40 08/26/2021 19:36 J
MADEP-EPH Aliphatic C9-C18 14400 pg/L 28.2 08/28/2021 18:09
MADEP-EPH Aliphatic C19-C36 139 pg/L 124 08/28/2021 18:09 1
MADEP-EPH Aromatic C11-C22 5470 pg/L 61.2 08/28/2021 18:09
MADEP-VPH Aliphatic C5-C8 211 pg/L 11.5 08/24/2021 16:45
MADEP-VPH Aliphatic C9-C12 4820 Ng/L 258 08/25/2021 09:04
1 MADEP-VPH Aromatic C9-C10 2480 pg/L 40.2 08/25/2021 09:04
Page 4 of 42

w°
Waypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Client: Hart & Hickman (Charlotte) CASE NARRATIVE
Project CDA-044
Lab Report Number: 21-236-0008
Date: 8/31/2021
625.1 - Base/Neutrals and Acids by GC/MS Method 625.1
Sample 94144 (MW-8)
QC Batch No: V8239N8007
Surrogate recovery(s) was flagged as outside QC limits due to high levels of target and/or non-target analytes.
Batch QC samples (method blank and laboratory control samples) all showed surrogates within QC limits.
Analyte: 4-Chloro-3-methylphenol
QC Batch No: V8239/V8007
Ms/MSD Relative Percent Difference(RPD) for the duplicate analysis was outside of the allowable QC limits.
Analyte: Benzoic Acid
QC Batch No: V8239/V8007
Analyte was flagged for 0% recovery in the LCS due to the result being below the MQL. The actual result was
7.22 ug/L which calculates to a recovery of 14.4%which is within the acceptable recovery range.
Sample 94144 (MW-8)
Analyte: Benzoic Acid
QC Batch No: V8239N8007
Analyte was flagged for 0% recovery in the MSD due to the result being below the MQL. The actual result was
42.8 ug/L which calculates to a recovery of 40%which is within the acceptable recovery range.
Analyte: Benzoic Acid
QC Batch No: V8239N8007
Page 5 of 42

w°
Waypoi nt 449 Springbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Analyte was flagged for 0% recovery in the MS due to the result being below the MQL. The actual result was 59
ug/L which calculates to a recovery of 56.6%which is within the acceptable recovery range.
Analyte: Hexachloroethane
QC Batch No: V8239N8007
MS/MSD Relative Percent Difference (RPD)for the duplicate analysis was outside of the allowable QC limits.
Analyte: Isophorone
QC Batch No: V8239N8007
MS/MSD Relative Percent Difference (RPD)for the duplicate analysis was outside of the allowable QC limits.
Analyte: N-Nitroso-di-n-propylamine
QC Batch No: V8239N8007
MS/MSD Relative Percent Difference (RPD)for the duplicate analysis was outside of the allowable QC limits.
Analyte: Pentachlorophenol
QC Batch No: V8239N8007
Analyte was flagged for 0% recovery in the LCS due to the result being below the MQL. The actual result was
49.4 ug/L which calculates to a recovery of 98.8%which is within the acceptable recovery range.
Sample 94144 (MW-8)
Analyte: Pentachlorophenol
QC Batch No: V8239N8007
Analyte was flagged for 0% recovery in the MSD due to the result being below the MQL. The actual result was
104 ug/L which calculates to a recovery of 97.5%which is within the acceptable recovery range.
Massachusetts EPH Method MADEP-EPH
Analyte:Aliphatic C9-C18
QC Batch No: V8193N8006
Analyte was flagged for 0% recovery in the LCS due to the result being below the MQL. The actual result was
141.403 ug/mL which calculates to a recovery of 47.1%which is within the acceptable recovery range.
Page 6 of 42

w°
WaypoInt 449 Springbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalyticai.com
Analyte:Aliphatic C9-C18
QC Batch No: V8193N8006
Analyte was flagged for 0% recovery in the LCSD due to the result being below the MQL. The actual result was
135.987 ug/mL which calculates to a recovery of 45.3%which is within the acceptable recovery range.
Massachusetts VPH Method MADEP-VPH
Sample 94144 (MW-8)
Analyte: 2,5-Dibromotoluene(FID)
QC Batch No: V7961N7960
Surrogate(s)was flagged for recovery outside QC limits in this project sample. This sample was re-analyzed for
verification, and/or dilution of target analytes. Batch QC samples (method blank and laboratory control samples)
all showed surrogates within QC limits.
Initial run of sample saw surrogates failing low. The sample was re-analyzed,with similar results.A dilution was
run due to high concentration of target compounds, which in turn saw surrogates return to passable ranges.
Matrix interference suspected.
Analyte: 2,5-Dibromotoluene (PID)
QC Batch No: V7961 N7960
Surrogate(s)was flagged for recovery outside QC limits in this project sample. This sample was re-analyzed for
verification, and/or dilution of target analytes. Batch QC samples (method blank and laboratory control samples)
all showed surrogates within QC limits.
Initial run of sample saw surrogates failing low.The sample was re-analyzed,with similar results.A dilution was
run due to high concentration of target compounds, which in turn saw surrogates return to passable ranges.
Matrix interference suspected.
Total Aqueous Mercury Analysis-CVAA Method 7470A
Sample 94225
Analyte: Mercury
QC Batch No: V8217N8197
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges.A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Page 7 of 42

W
Waypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project CDA-044
Shannon Cottrill Report Date: 08/31/2021
2923 South Tryon St.Ste 100 Information : Received : 08/24/2021
Charlotte, NC 28203
Report Number:21-236-0008 REPORT OF ANALYSIS
Lab No: 94144 Matrix: Aqueous
Sample ID: MW-8 Sampled: 8/24/2021 8:30
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
SGT HEM: Non-Polar Material 3.93 26 1.7 5.8 1 mg/L 08 21 10:26 CEG 1664E-SGT
9 / /
pH 6.57 s.u. 1 08/25/21 10:05 CLB 4500H+B-2011
Total Suspended Solids 17 mg/L 0.7 2.5 1 08/25/21 15:00 CEG 2540D-2015
TOC 1.23 mg/L 0.500 1.00 1 08/26/21 19:32 TJS 5310C-2011
Phenols(Total) 0.0363 mg/L 0.015 0.050 1 08/31/21 09:05 CLB 420.1
Arsenic 0.8293 pg/L 0.170 1.00 1 08/26/21 17:49 EDV 6020B
Barium 93.5 pg/L 0.810 10.0 1 08/26/21 17:49 EDV 6020B
Cadmium <0.160 pg/L 0.160 1.00 1 08/26/21 17:49 EDV 6020B
Chromium <0.790 pg/L 0.790 2.00 1 08/26/21 17:49 EDV 6020B
Lead <0.260 pg/L 0.260 1.00 1 08/26/21 17:49 EDV 6020E
Mercury(Total) <0.00007 mg/L 0.00007 0.00020 1 08/30/21 16:35 EDV 7470A
Selenium <0.740 pg/L 0.740 5.00 1 08/26/21 17:49 EDV 6020E
I Silver <0.110 pg/L 0.110 1.00 1 08/26/21 17:49 EDV 6020B
Qualifiers/ * Outside QC Limit DF Dilution Factor
Definitions J Estimated value L Limit Exceeded
MQL Method Quantitation Limit
Page 8 of 42

W
Waypoi nt, 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project CDA-044
Shannon Cottrill Report Date: 08/31/2021
2923 South Tryon St.Ste 100 Information : Received : 08/24/2021
Charlotte, NC 28203
Report Number:21-236-0008 REPORT OF ANALYSIS
Lab No: 94144 Matrix: Aqueous
Sample ID:MW-8 Sampled: 8/24/2021 8:30
Analytical Method: 6200E Prep Batch(es): V8232 08/30/21 09:00
Prep Method: 6200 PT
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <18.0 IJg/L 18.0 100 10 08/31/21 02:49 JLB V8236
Benzene <1.80 ug/L 1.80 5.00 10 08/31/21 02:49 JLB V8236
Bromobenzene <2.10 Ng/L 2.10 5.00 10 08/31/21 02:49 JLB V8236
Bromochloromethane <4.20 lJg/L 4.20 10.0 10 08/31/21 02:49 JLB V8236
Bromodichloromethane <1.60 pg/L 1.60 5.00 10 08/31/21 02:49 JLB V8236
Bromoform <15.0 pg/L 15.0 50.0 10 08/31/21 02:49 JLB V8236
Bromomethane <2.80 pg/L 2.80 10.0 10 08/31/21 02:49 JLB V8236
n-Butylbenzene 25.9 IJg/L 1.80 5.00 10 08/31/21 02:49 JLB V8236
sec-Butyl benzene 24.6 Ng/L 2.00 5.00 10 08/31/21 02:49 JLB V8236
tert-Butyl benzene <9.20 pg/L 9.20 20.0 10 08/31/21 02:49 JLB V8236
Carbon Tetrachloride <1.80 pg/L 1.80 5.00 10 08/31/21 02:49 JLB V8236
Chlorobenzene <1.90 pg/L 1.90 5.00 10 08/31/21 02:49 JLB V8236
Chlorodibromomethane <1.90 pg/L 1.90 5.00 10 08/31/21 02:49 JLB V8236
Chloroethane <4.30 pg/L 4.30 10.0 10 08/31/21 02:49 JLB V8236
Chloroform <2.20 Ng/L 2.20 5.00 10 08/31/21 02:49 JLB V8236
Chloromethane <2.20 pg/L 2.20 5.00 10 08/31/21 02:49 JLB V8236
2-Chlorotoluene <2.00 pg/L 2.00 5.00 10 08/31/21 02:49 JLB V8236
4-Chlorotoluene <2.00 ug/L 2.00 5.00 10 08/31/21 02:49 JLB V8236
Di-Isopropyl Ether(DIPE) <5.00 ug/L 5.00 5.00 10 08/31/21 02:49 JLB V8236
1,2-Dibromo-3-Chloropropane <11.0 pg/L 11.0 20.0 10 08/31/21 02:49 JLB V8236
1,2-Dibromoethane <2.00 Ng/L 2.00 5.00 10 08/31/21 02:49 JLB V8236
Dibromomethane <2.30 Ng/L 2.30 5.00 10 08/31/21 02:49 JLB V8236
Qualifiers/ * Outside QC Limit DF Dilution Factor
Definitions I Recovery out of range J Estimated value
MQL Method Quantitation Limit
Page 9 of 42

Vo
WaYPOint. 449 Springbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project CDA-044
Shannon Cottrill Report Date: 08/31/2021
2923 South Tryon St.Ste 100 Information : Received: 08/24/2021
Charlotte, NC 28203
Report Number:21-236-0008 REPORT OF ANALYSIS
Lab No: 94144 Matrix: Aqueous
Sample ID:MW-8 Sampled: 8/24/2021 8:30
Analytical Method: 6200B Prep Batch(es): V8232 08/30/21 09:00
Prep Method: 6200 PT
Test Results Units MDL MOL DF Date/Time By Analytical
Analyzed Batch
1,2-Dichlorobenzene <2.20 pg/L 2.20 5.00 10 08/31/21 02:49 JLB V8236
1,3-Dichlorobenzene <1.90 pg/L 1.90 5.00 10 08/31/21 02:49 JLB V8236
1,4-Dichlorobenzene <2.10 pg/L 2.10 5.00 10 08/31/21 02:49 JLB V8236
Dichlorodifluoromethane <12.0 pg/L 12.0 50.0 10 08/31/21 02:49 JLB V8236
1,1-Dichloroethane <2.40 pg/L 2.40 5.00 10 08/31/21 02:49 JLB V8236
1,2-Dichloroethane <1.50 pg/L 1.50 5.00 10 08/31/21 02:49 JLB V8236
1,1-Dichloroethene <1.50 pg/L 1.50 5.00 10 08/31/21 02:49 JLB V8236
cis-1,2-Dichloroethene <2.00 pg/L 2.00 5.00 10 08/31/21 02:49 JLB V8236
trans-1,2-Dichloroethene <1.80 pg/L 1.80 5.00 10 08/31/21 02:49 JLB V8236
1,2-Dichloropropane <1.90 pg/L 1.90 5.00 10 08/31/21 02:49 JLB V8236
1,3-Dichloropropane <1.30 lJg/L 1.30 5.00 10 08/31/21 02:49 JLB V8236
2,2-Dichloropropane <2.10 pg/L 2.10 20.0 10 08/31/21 02:49 JLB V8236
1,1-Dichloropropene <2.00 pg/L 2.00 5.00 10 08/31/21 02:49 JLB V8236
cis-1,3-Dichloropropene <2.10 pg/L 2.10 5.00 10 08/31/21 02:49 JLB V8236
trans-1,3-Dichloropropene <1.50 pg/L 1.50 5.00 10 08/31/21 02:49 JLB V8236
Ethanol <420 pg/L 420 2000 10 08/31/21 02:49 JLB V8236
Ethylbenzene 76.2 pg/L 1.70 5.00 10 08/31/21 02:49 JLB V8236
Hexachlorobutadiene <3.50 lJg/L 3.50 30.0 10 08/31/21 02:49 JLB V8236
2-Hexanone <3.80 pg/L 3.80 10.0 10 08/31/21 02:49 JLB V8236
Isopropylbenzene 52.6 pg/L 1.80 5.00 10 08/31/21 02:49 JLB V8236
4-Isopropyl toluene 23.0 pg/L 0.890 5.00 10 08/31/21 02:49 JLB V8236
Methyl Ethyl Ketone(MEK) <7.10 pg/L 7.10 50.0 10 08/31/21 02:49 JLB V8236
Qualifiers/ * Outside QC Limit DF Dilution Factor
Definitions I Recovery out of range J Estimated value
MQL Method Quantitation Limit
Page 10 of 42

W
Waypoi nt. 449 5pringbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project CDA-044
Shannon Cottrill Report Date : 08/31/2021
2923 South Tryon St.Ste 100 Information : Received : 08/24/2021
Charlotte, NC 28203
Report Number:21-236-0008 REPORT OF ANALYSIS
Lab No: 94144 Matrix: Aqueous
Sample ID:MW-8 Sampled: 8/24/2021 8:30
Analytical Method: 6200E Prep Batch(es): V8232 08/30/21 09:00
Prep Method: 6200 PT
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Methyl tert-butyl ether(MTBE) <1.40 IJg/L 1.40 10.0 10 08/31/21 02:49 JLB V8236
4-Methyl-2-Pentanone <0.780 IJg/L 0.780 10.0 10 08/31/21 02:49 JLB V8236
Methylene Chloride <3.30 pg/L 3.30 20.0 10 08/31/21 02:49 JLB V8236
Naphthalene 151 pg/L 4.70 10.0 10 08/31/21 02:49 JLB V8236
n-Propylbenzene 79.7 pg/L 1.90 5.00 10 08/31/21 02:49 JLB V8236
Styrene <2.20 pg/L 2.20 5.00 10 08/31/21 02:49 JLB V8236
1,1,1,2-Tetrachloroethane <1.60 pg/L 1.60 5.00 10 08/31/21 02:49 JLB V8236
1,1,2,2-Tetrachloroethane <1.60 pg/L 1.60 5.00 10 08/31/21 02:49 JLB V8236
Tetrachloroethene <2.20 pg/L 2.20 5.00 10 08/31/21 02:49 JLB V8236
Toluene <2.20 pg/L 2.20 5.00 10 08/31/21 02:49 JLB V8236
1,2,3-Trichlorobenzene <3.80 pg/L 3.80 5.00 10 08/31/21 02:49 JLB V8236
1,2,4-Trichlorobenzene <3.10 pg/L 3.10 5.00 10 08/31/21 02:49 JLB V8236
1,1,1-Trichloroethane <1.60 pg/L 1.60 5.00 10 08/31/21 02:49 JLB V8236
1,1,2-Trichloroethane <0.960 pg/L 0.960 5.00 10 08/31/21 02:49 JLB V8236
Trichloroethene 6.27 pg/L 1.80 5.00 10 08/31/21 02:49 JLB V8236
Trichlorofluoromethane <1.80 pg/L 1.80 5.00 10 08/31/21 02:49 JLB V8236
1,2,3-Trichloropropane <2.70 ug/L 2.70 5.00 10 08/31/21 02:49 JLB V8236
1,2,4-Trimethylbenzene 500 IJg/L 1.90 5.00 10 08/31/21 02:49 JLB V8236
1,3,5-Trimethylbenzene 131 pg/L 1.80 5.00 10 08/31/21 02:49 JLB V8236
Vinyl Acetate <10.0 pg/L 10.0 50.0 10 08/31/21 02:49 JLB V8236
Vinyl Chloride <1.70 iig/L 1.70 5.00 10 08/31/21 02:49 JLB V8236
o-Xylene <2.10 pg/L 2.10 5.00 10 08/31/21 02:49 JLB V8236
Qualifiers/ * Outside QC Limit DF Dilution Factor 1
Definitions I Recovery out of range J Estimated value
MQL Method Quantitation Limit
Page 11 of 42
i

w°
Waypoint 449 Springbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project CDA-044
Shannon Cottrill Report Date: 08/31/2021
2923 South Tryon St.Ste 100 Information : Received: 08/24/2021
Charlotte, NC 28203
Report Number:21-236-0008 REPORT OF ANALYSIS
Lab No: 94144 Matrix: Aqueous
Sample ID: MW-8 Sampled: 8/24/2021 8:30
Analytical Method: 6200E Prep Batch(es): V8232 08/30/21 09:00
Prep Method: 6200 PT
Test Results Units MDL MOL DF Date/Time By Analytical
Analyzed Batch
m,p-Xylene 76.7 pg/L 4.20 10.0 10 08/31/21 02:49 JLB V8236
Xylene(Total) 76.7 ug/L 2.10 5.00 10 08/31/21 02:49 V8236
Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130% 10 08/31/21 02:49 JLB V8236
Surrogate: Dibromofluoromethane 99.0 Limits: 70-130% 10 08/31/21 02:49 JLB V8236
Surrogate: 1,2-Dichloroethane-d4 97.0 Limits: 70-130% 10 08/31/21 02:49 JLB V8236
Surrogate:Toluene-d8 98.0 Limits: 70-130% 10 08/31/21 02:49 JLB V8236
Analytical Method: 625.1 Prep Batch(es): V8007 08/25/21 10:00
Prep Method: 625.1(Prep)
Test Results Units MDL MOL DF Date/Time By Analytical
Analyzed Batch
Acenaphthene <7.19 pg/L 7.19 10.1 1 08/26/21 19:36 JMV V8239
Acenaphthylene <7.01 IJg/L 7.01 20.2 1 08/26/21 19:36 JMV V8239
Anthracene <6.64 pg/L 6.64 10.1 1 08/26/21 19:36 JMV V8239
Benzidine <5.13 pg/L 5.13 10.1 1 08/26/21 19:36 JMV V8239
Benzo(a)anthracene <6.72 pg/L 6.72 10.1 1 08/26/21 19:36 JMV V8239
Benzo(a)pyrene <4.72 pg/L 4.72 10.1 1 08/26/21 19:36 JMV V8239
Benzo(b)fluoranthene <4.57 pg/L 4.57 10.1 1 08/26/21 19:36 JMV V8239
Benzo(g,h,i)perylene <4.28 pg/L 4.28 10.1 1 08/26/21 19:36 JMV V8239
Benzo(k)fluoranthene <4.91 pg/L 4.91 10.1 1 08/26/21 19:36 JMV V8239
Benzoic Acid <11.6 pg/L 11.6 50.5 1 08/26/21 19:36 JMV V8239
Benzyl alcohol <8.69 pg/L 8.69 10.1 1 08/26/21 19:36 JMV V8239
Bis(2-Chloroethoxy)methane <5.73 pg/L 5.73 10.1 1 08/26/21 19:36 JMV V8239
1 Qualifiers/ * Outside QC Limit DF Dilution Factor
Definitions I Recovery out of range J Estimated value
MQL Method Quantitation Limit
Page 12 of 42

w°
Waypoi lit, 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project CDA-044
Shannon Cottrill Report Date: 08/31/2021
2923 South Tryon St.Ste 100 Information : Received : 08/24/2021
Charlotte, NC 28203
Report Number:21-236-0008 REPORT OF ANALYSIS
Lab No: 94144 Matrix: Aqueous
ID:MW-8 Sampled: 8 24 2021 8:30
Sample p / /
Analytical Method: 625.1 Prep Batch(es): V8007 08/25/21 10:00
Prep Method: 625.1(Prep)
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Bis(2-Chloroethyl)ether <7.37 ug/L 7.37 10.1 1 08/26/21 19:36 JMV V8239
Bis(2-Chloroisopropyl)ether <6.66 pg/L 6.66 10.1 1 08/26/21 19:36 JMV V8239
Bis(2-ethylhexyl)phthalate <8.89 pg/L 8.89 10.1 1 08/26/21 19:36 JMV V8239
4-Bromophenyl phenyl ether <6.32 pg/L 6.32 20.2 1 08/26/21 19:36 JMV V8239
Butyl benzyl phthalate <4.58 pg/L 4.58 10.1 1 08/26/21 19:36 JMV V8239
4-Chloro-3-methylphenol <5.28 pg/L 5.28 10.1 1 08/26/21 19:36 JMV V8239
2-Chloronaphthalene <7.45 i g/L 7.45 20.2 1 08/26/21 19:36 JMV V8239
2-Chlorophenol <6.65 ug/L 6.65 10.1 1 08/26/21 19:36 JMV V8239
4-Chlorophenyl phenyl ether <7.06 pg/L 7.06 20.2 1 08/26/21 19:36 JMV V8239
Chrysene <5.43 pg/L 5.43 10.1 1 08/26/21 19:36 JMV V8239
Dibenz(a,h)anthracene <6.07 pg/L 6.07 20.2 1 08/26/21 19:36 JMV V8239
Dibenzofuran <5.13 pg/L 5.13 20.2 1 08/26/21 19:36 JMV V8239
1,2-Dichlorobenzene <5.97 N9/L 5.97 10.1 1 08/26/21 19:36 JMV V8239
1,3-Dichlorobenzene <5.89 iJg/L 5.89 10.1 1 08/26/21 19:36 JMV V8239
1,4-Dichlorobenzene <5.97 N9/L 5.97 10.1 1 08/26/21 19:36 JMV V8239
3,3'-Dichlorobenzidine <6.67 pg/L 6.67 10.1 1 08/26/21 19:36 JMV V8239
2,4-Dichlorophenol <5.60 pg/L 5.60 10.1 1 08/26/21 19:36 JMV V8239
Diethyl phthalate <9.44 u9/L 9.44 20.2 1 08/26/21 19:36 JMV V8239
Dimethyl phthalate <7.90 pg/L 7.90 10.1 1 08/26/21 19:36 JMV V8239
2,4-Dimethylphenol <11.0 u9/L 11.0 20.2 1 08/26/21 19:36 JMV V8239
Di-n-butyl phthalate <7.42 IJg/L 7.42 10.1 1 08/26/21 19:36 JMV V8239
4,6-Dinitro-2-methylphenol <10.0 pg/L 10.0 30.3 1 08/26/21 19:36 JMV V8239
Qualifiers/ * Outside QC Limit DF Dilution Factor
Definitions I Recovery out of range J Estimated value
MQL Method Quantitation Limit
Page 13 of 42
, _ I

w°
Waypo'nt. 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project CDA-044
Shannon Cottrill Report Date : 08/31/2021
2923 South Tryon St.Ste 100 Information: Received : 08/24/2021
Charlotte, NC 28203
Report Number:21-236-0008 REPORT OF ANALYSIS
Lab No: 94144 Matrix: Aqueous
Sample ID:MW-8 Sampled: 8/24/2021 8:30
Analytical Method: 625.1 Prep Batch(es): V8007 08/25/21 10:00
Prep Method: 625.1 (Prep)
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
2,4-Dinitrophenol <10.7 pg/L 10.7 30.3 1 08/26/21 19:36 JMV V8239
2,4-Dinitrotoluene <5.25 pg/L 5.25 10.1 1 08/26/21 19:36 JMV V8239
2,6-Dinitrotoluene <5.96 pg/L 5.96 20.2 1 08/26/21 19:36 JMV V8239
Di-n-Octyl Phthalate <5.06 pg/L 5.06 10.1 1 08/26/21 19:36 JMV V8239
Fluoranthene <6.09 pg/L 6.09 10.1 1 08/26/21 19:36 JMV V8239
Fluorene <7.34 pg/L 7.34 10.1 1 08/26/21 19:36 JMV V8239
Hexachlorobenzene <5.81 pg/L 5.81 20.2 1 08/26/21 19:36 JMV V8239
Hexachlorobutadiene <5.94 pg/L 5.94 20.2 1 08/26/21 19:36 JMV V8239
Hexachlorocyclopentadiene <5.96 pg/L 5.96 20.2 1 08/26/21 19:36 JMV V8239
Hexachloroethane <5.27 pg/L 5.27 10.1 1 08/26/21 19:36 JMV V8239
Indeno(1,2,3-cd)pyrene <6.26 pg/L 6.26 10.1 1 08/26/21 19:36 JMV V8239
Isophorone <6.78 pg/L 6.78 10.1 1 08/26/21 19:36 JMV V8239
Naphthalene 346 pg/L 39.8 50.5 5 08/27/21 10:31 JMV V8239
Nitrobenzene <7.96 pg/L 7.96 10.1 1 08/26/21 19:36 JMV V8239
2-Nitrophenol <5.54 pg/L 5.54 10.1 1 08/26/21 19:36 JMV V8239
4-Nitrophenol <2.84 pg/L 2.84 10.1 1 08/26/21 19:36 JMV V8239
N-Nitrosodiphenylamine <11.0 pg/L 11.0 20.2 1 08/26/21 19:36 JMV V8239
N-Nitroso-di-n-propylamine <8.18 IJg/L 8.18 20.2 1 08/26/21 19:36 JMV V8239
Pentachlorophenol <9.83 pg/L 9.83 50.5 1 08/26/21 19:36 JMV V8239
Phenanthrene 8.673 pg/L 6.40 10.1 1 08/26/21 19:36 JMV V8239
Phenol <2.89 pg/L 2.89 10.1 1 08/26/21 19:36 JMV V8239
Pyrene <5.47 pg/L 5.47 10.1 1 08/26/21 19:36 JMV V8239
Qualifiers/ * Outside QC Limit DF Dilution Factor
Definitions I Recovery out of range J Estimated value
MQL Method Quantitation Limit
Page 14 of 42

r
w
V/aYpOI nt 449 Springbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project CDA-044
Shannon Cottrill Report 08/31/2021 Date:
P
2923 South Tryon St.Ste 100 Information: Received :08/24/2021
Charlotte, NC 28203
Report Number:21-236-0008 REPORT OF ANALYSIS
Lab No: 94144 Matrix: Aqueous
Sample ID:MW-8 Sampled: 8/24/2021 8:30
Analytical Method: 625.1 Prep Batch(es): V8007 08/25/21 10:00
Prep Method: 625.1(Prep)
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
1,2,4-Trichiorobenzene <6.31 pg/L 6.31 10.1 1 08/26/21 19:36 JMV V8239
2,4,6-Trichlorophenol <6.35 pg/L 6.35 20.2 1 08/26/21 19:36 JMV V8239
Surrogate: Phenol-d5 0.933 * Limits: 10-63% 1 08/26/21 19:36 JMV V8239
Surrogate: 2-Fluorobiphenyl 80.4 Limits:49-118% 1 08/26/21 19:36 JMV V8239
Surrogate: 2-Fluorophenol 79.9 Limits: 22-84% 1 08/26/21 19:36 JMV V8239
Surrogate: Nitrobenzene-d5 I * Limits:43-123% 1 08/26/21 19:36 JMV V8239
Surrogate:4-Terphenyl-d14 105 Limits:49-151% 1 08/26/21 19:36 JMV V8239
Surrogate: 2,4,6-Tribromophenol 140 Limits: 31-144% 1 08/26/21 19:36 JMV V8239
Surrogate: Phenol-d5 30.6 Limits: 10-63% 5 08/27/21 10:31 JMV V8239
Surrogate: 2-Fluorobiphenyl 96.6 Limits:49-118% 5 08/27/21 10:31 JMV V8239
Surrogate: 2-Fluorophenol 44.2 Limits:22-84% 5 08/27/21 10:31 JMV V8239
Surrogate: Nitrobenzene-d5 37.0 * Limits:43-123% 5 08/27/21 10:31 JMV V8239
Surrogate: 4-Terphenyl-d14 102 Limits: 49-151% 5 08/27/21 10:31 JMV V8239
Surrogate: 2,4,6-Tribromophenol 92.5 Limits: 31-144% 5 08/27/21 10:31 JMV V8239
Qualifiers/ * Outside QC Limit DF Dilution Factor
Definitions I Recovery out of range J Estimated value
MQL Method Quantitation Limit
Page 15 of 42

VVaypoint 449 Springbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project CDA-044
Shannon Cottrill Report Date : 08/31/2021
2923 South Tryon St.Ste 100 Information : Received : 08/24/2021
Charlotte, NC 28203
Report Number:21-236-0008 REPORT OF ANALYSIS
Lab No: 94144 Matrix: Aqueous
Sample ID:MW-8 Sampled: 8/24/2021 8:30
Analytical Method: MADEP-EPH Prep Batch(es): V8006 08/25/21 10:00
Prep Method: MAEPH(Prep)
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Aliphatic C9-C18 14400 hg/L 28.2 350 1 08/28/21 18:09 ZRC V8193
Aliphatic C19-C36 1393 ug/L 124 500 1 08/28/21 18:09 ZRC V8193
Aromatic C11-C22 5470 pg/L 61.2 250 1 08/28/21 18:09 ZRC V8193
Surrogate: 2-Bromonaphthalene 91.5 Limits: 40-140% 1 08/28/21 18:09 ZRC V8193
Surrogate: Chlorooctadecane 79.5 Limits: 40-140% 1 08/28/21 18:09 ZRC V8193
Surrogate: OTP Surrogate 67.5 Limits: 40-140% 1 08/28/21 18:09 ZRC V8193
Surrogate: 2-Fluorobiphenyl 129 Limits: 40-140% 1 08/28/21 18:09 ZRC V8193
Analytical Method: MADEP-VPH Prep Batch(es): V7960 08/24/21 08:00
Prep Method: MAVPH(Prep)
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Aliphatic C5-C8 211 pg/L 11.5 50.0 1 08/24/21 16:45 TBL V7961
Aliphatic C9-C12 4820 ug/L 258 500 10 08/25/21 09:04 TBL V7961
Aromatic C9-C10 2480 pg/L 40.2 500 10 08/25/21 09:04 TBL V7961
Surrogate: 2,5-Dibromotoluene(FID) 9.23 * Limits: 70-130% 1 08/24/21 16:45 TBL V7961
Surrogate: 2,5-Dibromotoluene(PID) 7.83 * Limits: 70-130% 1 08/24/21 16:45 TBL V7961
Surrogate: 2,5-Dibromotoluene(FID) 95.8 Limits: 70-130% 10 08/25/21 09:04 TBL V7961
Surrogate: 2,5-Dibromotoluene(PID) 90.8 Limits: 70-130% 10 08/25/21 09:04 TBL V7961
Qualifiers/ * Outside QC Limit DF Dilution Factor
Definitions I Recovery out of range J Estimated value
MQL Method Quantitation Limit
Page 16 of 42

wo
\Waypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Analytical Batch: V8063
Analysis Method: 1664B-SGT
Analysis Description: Oil and Grease-TPH
Lab Reagent Blank LRB Matrix:AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed
Parameter Units Result
SGT HEM: Non-Polar Material mg/L 1.6 1.5 5.0 08/26/21 10:26
Ongoing Precision and Recovery OPR
Spike OPR % Analyzed %Rec Qualifie
Parameter Units Conc. Result Recovery Limits
SGT HEM: Non-Polar Material mg/L 40.0 37.2 93.0 08/26/21 10:26 64-132
Date: 08/31/2021 04:20 PM Page 1 of 24
Page 17 of 42
L

w°
V\Fáypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Analytical Batch: V8018
Analysis Method: 2540D-2015
Analysis Description: Total Suspended Solids
Lab Reagent Blank LRB Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed
Parameter Units Result
Total Suspended Solids mg/L <0.7 0.7 2.5 08/25/21 15:00
Laboratory Control Sample LCS
Spike LCS LCS o/oRec 0/o Rec
Parameter Units Conc. Result Limits
Total Suspended Solids mg/L 480 470 98.0 90-110
Duplicate V 94192-DUP
Result DUP RPD Max RPD Analyzed
Parameter Units Result
Total Suspended Solids mg/L 3800 3800 0.0 10 08/25/21 15:00
Date: 08/31/2021 04:20 PM Page 2 of 24
Page 18 of 42

Waypoint.. 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Analytical Batch: V8174
Analysis Method: 420.1
Analysis Description: Total Recoverable Phenolics
Lab Reagent Blank LRB Matrix:AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed
Parameter Units Result
Phenols(Total) mg/L <0.015 0.015 0.050 08/31/21 09:05
Laboratory Control Sample LCS
Spike LCS LCS%Rec 0/0 Rec
Parameter Units Conc. Result Limits
Phenols(Total) mg/L 0.500 0.491 98.0 80-120
Matrix Spike&Matrix Spike Duplicate V 94144-MS V 94144-MSD
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
Phenols(Total) mg/L < 0.015 0.500 0.500 0.543 0.544 109 109 80-120 0.1 20.0
Date: 08/31/2021 04:20 PM Page 3 of 24
Page 19 of 42

1
n w
V/aypou■ ■t 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Analytical Batch: V7992
Analysis Method: 4500H+B-2011
Analysis Description: pH
Laboratory Control Sample LCS
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
pH s.u. 6.86 6.84 100 3.54-101.z
Laboratory Control Sample LCS21
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
pH s.u. 6.86 6.87 100 3.54-101.z
Duplicate V 94144-DUP
1 Result DUP Criteria Analyzed
Parameter Units Result
pH s.u. 6.57 6.60 +/-0.1 08/25/21 10:05
Date: 08/31/2021 04:20 PM Page 4 of 24
Page 20 of 42

n w°
Wayp0i ■t 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: L571257 QC Analytical Batch(es): L571261
QC Prep Batch Method: 5310C-2011 Analysis Method: 5310C-2011
Analysis Description: Total Organic Carbon
Lab Reagent Blank LRB-L571257 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed
Parameter Units Result
TOC mg/L <0.500 0.500 1.00 08/26/21 14:19
Laboratory Control Sample LCS-L571257
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
TOC mg/L 1.00 1.10 110 85-115
Duplicate L 95110-DUP-L571257
Result DUP RPD Max RPD Analyzed
Parameter Units Result
TOC mg/L 2.70 2.63 2.6 20.0 08/27/21 01:15
Matrix Spike L 95112-MS-L571257
MS Spike MSD MS Result MSD MS %Rec Max
Parameter Units Result Conc. Spike Result %Rec Limits RPD
Conc.
TOC mg/L 2.64 5.26 8.05 103 70-130
Date: 08/31/2021 04:20 PM Page 5 of 24
Page 21 of 42
1

w
Wypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalyticai.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8046 QC Analytical Batch(es): V8125
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Lab Reagent Blank LRB-V8046 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed
Parameter Units Result
Arsenic pg/L <0.170 0.170 1.00 08/26/21 17:43
Barium pg/L 0.869 0.810 10.0 08/26/21 17:43
Cadmium pg/L <0.160 0.160 1.00 08/26/21 17:43
Chromium pg/L <0.790 0.790 2.00 08/26/21 17:43
Lead pg/L <0.260 0.260 1.00 08/26/21 17:43
Selenium pg/L <0.740 0.740 5.00 08/26/21 17:43
Silver pg/L <0.110 0.110 1.00 08/26/21 17:43
Laboratory Control Sample LCS-V8046
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
Arsenic pg/L 100 97.4 97.0 80-120
Barium pg/L 100 98.4 98.0 80-120
Cadmium pg/L 100 98.4 98.0 80-120
Chromium pg/L 100 99.0 99.0 80-120
Lead pg/L 100 97.7 98.0 80-120
Selenium pg/L 100 96.1 96.0 80-120
Silver pg/L 100 99.6 100 80-120
Matrix Spike&Matrix Spike Duplicate V 94144-MS-V8046 V 94144-MSD-V8046
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
Arsenic pg/L 0.829 100 100 95.8 97.3 96.0 97.0 75-125 1.5 20.0
Barium pg/L 93.5 100 100 193 190 100 97.0 75-125 1.5 20.0
Cadmium pg/L < 0.160 100 100 97.2 97.0 97.0 97.0 75-125 0.2 20.0
Chromium pg/L < 0.790 100 100 96.9 91.0 97.0 91.0 75-125 6.2 20.0
Date: 08/31/2021 04:20 PM Page 6 of 24
Page 22 of 42

1
1
1
Waypoint , 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8046 QC Analytical Batch(es): V8125
QC Prep Batch Method: 3005A Analysis Method: 6020E
Analysis Description: Metals Analyses
Matrix Spike&Matrix Spike Duplicate V 94144-MS-V8046 V 94144-MSD-V8046
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
Lead ug/L < 0.260 100 100 97.6 97.7 98.0 98.0 75-125 0.1 20.0
Selenium pg/L < 0.740 100 100 97.3 97.8 97.0 98.0 75-125 0.5 20.0
Silver pg/L < 0.110 100 100 100 99.4 100 99.0 75-125 0.6 20.0
Post Digestion Spike V 94144-PDS-V8046
PDS % Analyzed
Parameter Units Result Recovery
Arsenic pg/L 49.4 99.0 08/26/21 18:12
Barium pg/L 94.0 97.0 08/26/21 18:12
Cadmium pg/L 48.2 96.0 08/26/21 18:12
Chromium pg/L 48.2 96.0 08/26/21 18:12
Lead pg/L 48.6 97.0 08/26/21 18:12
Selenium pg/L 47.7 95.0 08/26/21 18:12
Silver pg/L 49.3 99.0 08/26/21 18:12
Date: 08/31/2021 04:20 PM Page 7 of 24
Page 23 of 42

1
w•
\P/aypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8232 QC Analytical Batch(es): V8236
QC Prep Batch Method: 6200 PT Analysis Method: 6200E
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V8232 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
Acetone pg/L <1.80 1.80 10.0 08/31/21 00:01
Benzene pg/L <0.180 0.180 0.500 08/31/21 00:01
Bromobenzene pg/L <0.210 0.210 0.500 08/31/21 00:01
Bromochloromethane pg/L <0.420 0.420 1.00 08/31/21 00:01
Bromodichloromethane pg/L <0.160 0.160 0.500 08/31/21 00:01
Bromoform pg/L <1.50 1.50 5.00 08/31/21 00:01
Bromomethane pg/L <0.280 0.280 1.00 08/31/21 00:01
n-Butylbenzene pg/L <0.180 0.180 0.500 08/31/21 00:01
sec-Butyl benzene pg/L <0.200 0.200 0.500 08/31/21 00:01
tert-Butyl benzene pg/L <0.920 0.920 2.00 08/31/21 00:01
Carbon Tetrachloride pg/L <0.180 0.180 0.500 08/31/21 00:01
Chlorobenzene pg/L <0.190 0.190 0.500 08/31/21 00:01
Chlorodibromomethane pg/L <0.190 0.190 0.500 08/31/21 00:01
Chloroethane pg/L <0.430 0.430 1.00 08/31/21 00:01
Chloroform pg/L <0.220 0.220 0.500 08/31/21 00:01
Chloromethane pg/L <0.220 0.220 0.500 08/31/21 00:01
2-Chlorotoluene pg/L <0.200 0.200 0.500 08/31/21 00:01
4-Chlorotoluene pg/L <0.200 0.200 0.500 08/31/21 00:01
Di-Isopropyl Ether(DIPE) pg/L <0.500 0.500 0.500 08/31/21 00:01
1,2-Dibromo-3-Chloropropane pg/L <1.10 1.10 2.00 08/31/21 00:01
1,2-Dibromoethane pg/L <0.200 0.200 0.500 08/31/21 00:01
Dibromomethane pg/L <0.230 0.230 0.500 08/31/21 00:01
1,2-Dichlorobenzene pg/L <0.220 0.220 0.500 08/31/21 00:01
1,3-Dichlorobenzene pg/L <0.190 0.190 0.500 08/31/21 00:01
1,4-Dichlorobenzene pg/L <0.210 0.210 0.500 08/31/21 00:01
Dichlorodifluoromethane pg/L <1.20 1.20 5.00 08/31/21 00:01
1,1-Dichloroethane pg/L <0.240 0.240 0.500 08/31/21 00:01
Date: 08/31/2021 04:20 PM Page 8 of 24
Page 24 of 42

wo
NC 28217
\faypoint 449 Springbrook Rd, Charlotte,
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8232 QC Analytical Batch(es): V8236
QC Prep Batch Method: 6200 PT Analysis Method: 6200E
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V8232 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
1,2-Dichloroethane pg/L <0.150 0.150 0.500 08/31/21 00:01
1,1-Dichloroethene pg/L <0.150 0.150 0.500 08/31/21 00:01
cis-1,2-Dichloroethene pg/L <0.200 0.200 0.500 08/31/21 00:01
trans-1,2-Dichloroethene pg/L <0.180 0.180 0.500 08/31/21 00:01
1,2-Dichloropropane pg/L <0.190 0.190 0.500 08/31/21 00:01
1,3-Dichloropropane pg/L <0.130 0.130 0.500 08/31/21 00:01
2,2-Dichloropropane pg/L <0.210 0.210 2.00 08/31/21 00:01
1,1-Dichloropropene pg/L <0.200 0.200 0.500 08/31/21 00:01
cis-1,3-Dichloropropene pg/L <0.210 0.210 0.500 08/31/21 00:01
trans-1,3-Dichloropropene pg/L <0.150 0.150 0.500 08/31/21 00:01
Ethanol pg/L <42.0 42.0 200 08/31/21 00:01
Ethylbenzene pg/L <0.170 0.170 0.500 08/31/21 00:01
Hexachlorobutadiene pg/L <0.350 0.350 3.00 08/31/21 00:01
2-Hexanone pg/L <0.380 0.380 1.00 08/31/21 00:01
Isopropylbenzene pg/L <0.180 0.180 0.500 08/31/21 00:01
4-Isopropyl toluene pg/L <0.089 0.089 0.500 08/31/21 00:01
Methyl Ethyl Ketone(MEK) pg/L <0.710 0.710 5.00 08/31/21 00:01
Methyl tert-butyl ether(MTBE) pg/L <0.140 0.140 1.00 08/31/21 00:01
4-Methyl-2-Pentanone pg/L <0.078 0.078 1.00 08/31/21 00:01
Methylene Chloride pg/L <0.330 0.330 2.00 08/31/21 00:01
Naphthalene pg/L <0.470 0.470 1.00 08/31/21 00:01
n-Propylbenzene pg/L <0.190 0.190 0.500 08/31/21 00:01
Styrene pg/L <0.220 0.220 0.500 08/31/21 00:01
1,1,1,2-Tetrachloroethane pg/L <0.160 0.160 0.500 08/31/21 00:01
1,1,2,2-Tetrachloroethane pg/L <0.160 0.160 0.500 08/31/21 00:01
Tetrachloroethene pg/L <0.220 0.220 0.500 08/31/21 00:01
Toluene pg/L <0.220 0.220 0.500 08/31/21 00:01
Date: 08/31/2021 04:20 PM Page 9 of 24
Page 25 of 42

w
\lVäypoint 449 Springbrook Rd, Charlotte, NC 28217
1 Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8232 QC Analytical Batch(es): V8236
QC Prep Batch Method: 6200 PT Analysis Method: 6200E
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V8232 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
1,2,3-Trichlorobenzene pg/L <0.380 0.380 0.500 08/31/21 00:01
1,2,4-Trichlorobenzene pg/L <0.310 0.310 0.500 08/31/21 00:01
1,1,1-Trichloroethane pg/L <0.160 0.160 0.500 08/31/21 00:01
1,1,2-Trichloroethane pg/L <0.096 0.096 0.500 08/31/21 00:01
Trichloroethene pg/L <0.180 0.180 0.500 08/31/21 00:01
Trichlorofluoromethane pg/L <0.180 0.180 0.500 08/31/21 00:01
1,2,3-Trichloropropane pg/L <0.270 0.270 0.500 08/31/21 00:01
1,2,4-Trimethylbenzene pg/L <0.190 0.190 0.500 08/31/21 00:01
1,3,5-Trimethylbenzene pg/L <0.180 0.180 0.500 08/31/21 00:01
Vinyl Acetate pg/L <1.00 1.00 5.00 08/31/21 00:01
Vinyl Chloride pg/L <0.170 0.170 0.500 08/31/21 00:01
o-Xylene pg/L <0.210 0.210 0.500 08/31/21 00:01
m,p-Xylene pg/L <0.420 0.420 1.00 08/31/21 00:01
4-Bromofluorobenzene(S) 08/31/21 00:01 103 70-130
Dibromofluoromethane(S) 08/31/21 00:01 99.0 70-130
1,2-Dichloroethane-d4(S) 08/31/21 00:01 97.6 70-130
Toluene-d8(S) 08/31/21 00:01 99.4 70-130
Laboratory Control Sample&LCSD LCS-V8232 LCSD-V8232
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Acetone pg/L 40.0 43.0 43.3 108 108 40-160 0.6 20.0
Benzene pg/L 20.0 20.7 20.0 104 100 70-130 3.4 20.0
Bromobenzene pg/L 20.0 19.1 19.1 95.5 95.5 70-130 0.0 20.0
Bromochloromethane pg/L 20.0 19.1 18.7 95.5 93.5 70-130 2.1 20.0
Bromodichloromethane pg/L 20.0 20.3 19.7 102 98.5 70-130 3.0 20.0
Date: 08/31/2021 04:20 PM Page 10 of 24
Page 26 of 42

0
• 1
Vdaypoint , 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8232 QC Analytical Batch(es): V8236
QC Prep Batch Method: 6200 PT Analysis Method: 6200E
Analysis Description: Volatile Organic Compounds-GC/MS
Laboratory Control Sample&LCSD LCS-V8232 LCSD-V8232
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Bromoform pg/L 20.0 17.4 17.4 87.0 87.0 70-130 0.0 20.0
Bromomethane pg/L 20.0 18.5 17.9 92.5 89.5 60-140 3.2 20.0
n-Butylbenzene pg/L 20.0 20.0 19.5 100 97.5 70-130 2.5 20.0
sec-Butyl benzene pg/L 20.0 19.0 18.5 95.0 92.5 70-130 2.6 20.0
tert-Butyl benzene pg/L 20.0 19.0 18.7 95.0 93.5 70-130 1.5 20.0
Carbon Tetrachloride pg/L 20.0 19.8 19.1 99.0 95.5 70-130 3.5 20.0
Chlorobenzene pg/L 20.0 18.5 18.9 92.5 94.5 70-130 2.1 20.0
Chlorodibromomethane pg/L 20.0 18.5 18.2 92.5 91.0 70-130 1.6 20.0 1
Chloroethane pg/L 20.0 24.4 23.1 122 116 60-140 5.4 20.0
Chloroform pg/L 20.0 19.5 19.3 97.5 96.5 70-130 1.0 20.0
Chloromethane pg/L 20.0 20.8 21.0 104 105 60-140 0.9 20.0
2-Chlorotoluene pg/L 20.0 20.4 20.1 102 101 70-130 1.4 20.0
4-Chlorotoluene pg/L 20.0 19.3 19.0 96.5 95.0 70-130 1.5 20.0
Di-Isopropyl Ether(DIPE) pg/L 20.0 21.2 20.6 106 103 70-130 2.8 20.0
1,2-Dibromo-3-Chloropropane pg/L 20.0 19.8 18.8 99.0 94.0 70-130 5.1 20.0
1,2-Dibromoethane pg/L 20.0 18.2 19.0 91.0 95.0 70-130 4.3 20.0 l
Dibromomethane pg/L 20.0 19.4 18.3 97.0 91.5 70-130 5.8 20.0
1,2-Dichlorobenzene pg/L 20.0 18.6 18.6 93.0 93.0 70-130 0.0 20.0 1
1,3-Dichlorobenzene pg/L 20.0 18.9 18.7 94.5 93.5 70-130 1.0 20.0
1,4-Dichlorobenzene pg/L 20.0 18.0 18.2 90.0 91.0 70-130 1.1 20.0 1
Dichlorodifluoromethane pg/L 20.0 18.3 17.9 91.5 89.5 60-140 2.2 20.0
1,1-Dichloroethane pg/L 20.0 20.8 20.5 104 103 70-130 1.4 20.0
1,2-Dichloroethane pg/L 20.0 18.6 18.6 93.0 93.0 70-130 0.0 20.0
1,1-Dichloroethene pg/L 20.0 20.3 19.0 102 95.0 70-130 6.6 20.0
cis-1,2-Dichloroethene pg/L 20.0 21.1 20.8 106 104 70-130 1.4 20.0
trans-1,2-Dichloroethene pg/L 20.0 21.5 20.3 108 102 70-130 5.7 20.0
Date: 08/31/2021 04:20 PM Page 11 of 24
Page 27 of 42
i

• w
\Aäypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8232 QC Analytical Batch(es): V8236
QC Prep Batch Method: 6200 PT Analysis Method: 6200E
Analysis Description: Volatile Organic Compounds-GC/MS
Laboratory Control Sample&LCSD LCS-V8232 LCSD-V8232
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
1,2-Dichloropropane pg/L 20.0 20.4 20.0 102 100 70-130 1.9 20.0
1,3-Dichloropropane pg/L 20.0 19.0 18.7 95.0 93.5 70-130 1.5 20.0
2,2-Dichloropropane pg/L 20.0 21.8 20.7 109 104 70-130 5.1 20.0
1,1-Dichloropropene pg/L 20.0 20.7 19.5 104 97.5 70-130 5.9 20.0
cis-1,3-Dichloropropene pg/L 20.0 20.4 19.6 102 98.0 70-130 4.0 20.0
trans-1,3-Dichloropropene pg/L 20.0 20.4 19.6 102 98.0 70-130 4.0 20.0
Ethanol pg/L 500 569 570 114 114 60-140 0.1 20.0
Ethylbenzene pg/L 20.0 18.7 18.6 93.5 93.0 70-130 0.5 20.0
Hexachlorobutadiene pg/L 20.0 20.5 19.5 103 97.5 70-130 5.0 20.0
2-Hexanone pg/L 20.0 20.0 20.2 100 101 60-140 0.9 20.0
Isopropylbenzene pg/L 20.0 19.5 18.9 97.5 94.5 70-130 3.1 20.0
4-Isopropyl toluene pg/L 20.0 19.2 18.9 96.0 94.5 70-130 1.5 20.0
Methyl Ethyl Ketone(MEK) pg/L 20.0 19.7 21.2 98.5 106 60-140 7.3 20.0
Methyl tert-butyl ether(MTBE) pg/L 20.0 19.2 19.1 96.0 95.5 70-130 0.5 20.0
4-Methyl-2-Pentanone pg/L 20.0 20.8 20.1 104 101 60-140 3.4 20.0
Methylene Chloride pg/L 20.0 20.2 19.3 101 96.5 70-130 4.5 20.0
Naphthalene pg/L 20.0 18.6 18.8 93.0 94.0 70-130 1.0 20.0
n-Propylbenzene pg/L 20.0 19.5 19.4 97.5 97.0 70-130 0.5 20.0
Styrene pg/L 20.0 17.9 18.1 89.5 90.5 70-130 1.1 20.0
1,1,1,2-Tetrachloroethane pg/L 20.0 19.7 19.3 98.5 96.5 70-130 2.0 20.0
1,1,2,2-Tetrachloroethane pg/L 20.0 18.1 18.7 90.5 93.5 70-130 3.2 20.0
Tetrachloroethene pg/L 20.0 18.0 18.5 90.0 92.5 70-130 2.7 20.0
Toluene pg/L 20.0 19.6 18.9 98.0 94.5 70-130 3.6 20.0
1,2,3-Trichlorobenzene pg/L 20.0 19.0 20.0 95.0 100 70-130 5.1 20.0
1,2,4-Trichlorobenzene pg/L 20.0 20.7 20.9 104 105 70-130 0.9 20.0
1,1,1-Trichioroethane pg/L 20.0 20.8 20.2 104 101 70-130 2.9 20.0
Date: 08/31/2021 04:20 PM Page 12 of 24
Page 28 of 42

• w
\Waypou nt 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8232 QC Analytical Batch(es): V8236
QC Prep Batch Method: 6200 PT Analysis Method: 6200E
Analysis Description: Volatile Organic Compounds-GC/MS
Laboratory Control Sample&LCSD LCS-V8232 LCSD-V8232
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
1,1,2-Trichloroethane pg/L 20.0 19.0 18.5 95.0 92.5 70-130 2.6 20.0
Trichloroethene pg/L 20.0 20.4 19.4 102 97.0 70-130 5.0 20.0
Trichlorofluoromethane pg/L 20.0 19.4 18.9 97.0 94.5 60-140 2.6 20.0
1,2,3-Trichloropropane pg/L 20.0 18.2 18.6 91.0 93.0 70-130 2.1 20.0
1,2,4-Trimethylbenzene pg/L 20.0 19.4 19.5 97.0 97.5 70-130 0.5 20.0
1,3,5-Trimethylbenzene pg/L 20.0 19.7 19.5 98.5 97.5 70-130 1.0 20.0
Vinyl Acetate pg/L 20.0 18.7 20.5 93.5 103 60-140 9.1 20.0
Vinyl Chloride pg/L 20.0 18.8 18.1 94.0 90.5 60-140 3.7 20.0
o-Xylene pg/L 20.0 18.7 19.0 93.5 95.0 70-130 1.5 20.0
m,p-Xylene pg/L 40.0 39.6 39.7 99.0 99.2 70-130 0.2 20.0
4-Bromofluorobenzene(S) 101 102 70-130
Dibromofluoromethane(S) 99.8 97.0 70-130
1,2-Dichloroethane-d4(5) 99.2 99.0 70-130
Toluene-d8(S) 98.4 101 70-130
Date: 08/31/2021 04:20 PM Page 13 of 24
Page 29 of 42

•
n w
Waypoi■ ■t 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8007 QC Analytical Batch(es): V8239
QC Prep Batch Method: 625.1 (Prep) Analysis Method: 625.1
Analysis Description: 625.1-Base/Neutrals and Acids by GC/MS
Lab Reagent Blank LRB-V8007 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed % %Rec
Parameter Units
Result Recovery Limits
Acenaphthene pg/L <7.12 7.12 10.0 08/26/21 11:13
Acenaphthylene pg/L <6.94 6.94 20.0 08/26/21 11:13
Anthracene pg/L <6.57 6.57 10.0 08/26/21 11:13
Benzidine pg/L <5.08 5.08 10.0 08/26/21 11:13
Benzo(a)anthracene pg/L <6.65 6.65 10.0 08/26/21 11:13
Benzo(a)pyrene pg/L <4.67 4.67 10.0 08/26/21 11:13
Benzo(b)fluoranthene pg/L <4.52 4.52 10.0 08/26/21 11:13
Benzo(g,h,i)perylene pg/L <4.24 4.24 10.0 08/26/21 11:13
Benzo(k)fluoranthene pg/L <4.86 4.86 10.0 08/26/21 11:13
Benzoic Acid pg/L <11.5 11.5 50.0 08/26/21 11:13
Benzyl alcohol pg/L <8.60 8.60 10.0 08/26/21 11:13
Bis(2-Chloroethoxy)methane pg/L <5.67 5.67 10.0 08/26/21 11:13
Bis(2-Chloroethyl)ether pg/L <7.30 7.30 10.0 08/26/21 11:13
Bis(2-Chloroisopropyl)ether pg/L <6.59 6.59 10.0 08/26/21 11:13
Bis(2-ethylhexyl)phthalate pg/L <8.80 8.80 10.0 08/26/21 11:13
4-Bromophenyl phenyl ether pg/L <6.26 6.26 20.0 08/26/21 11:13
Butyl benzyl phthalate pg/L <4.53 4.53 10.0 08/26/21 11:13
4-Chloro-3-methylphenol pg/L <5.23 5.23 10.0 08/26/21 11:13
2-Chloronaphthalene pg/L <7.38 7.38 20.0 08/26/21 11:13
2-Chlorophenol pg/L <6.58 6.58 10.0 08/26/21 11:13
4-Chlorophenyl phenyl ether pg/L <6.99 6.99 20.0 08/26/21 11:13
Chrysene pg/L <5.38 5.38 10.0 08/26/21 11:13
Dibenz(a,h)anthracene pg/L <6.01 6.01 20.0 08/26/21 11:13
Dibenzofuran pg/L <5.08 5.08 20.0 08/26/21 11:13
1,2-Dichlorobenzene pg/L <5.91 5.91 10.0 08/26/21 11:13
1,3-Dichlorobenzene pg/L <5.83 5.83 10.0 08/26/21 11:13
1,4-Dichlorobenzene pg/L <5.91 5.91 10.0 08/26/21 11:13
Date: 08/31/2021 04:20 PM Page 14 of 24
Page 30 of 42

w
\Waypoi lit 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
P
Report No: 21-236-0008
QC Prep: V8007 QC Analytical Batch(es): V8239
QC Prep Batch Method: 625.1 (Prep) Analysis Method: 625.1
Analysis Description: 625.1-Base/Neutrals and Acids by GC/MS
Lab Reagent Blank LRB-V8007 Matrix:AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
3,3'-Dichlorobenzidine pg/L <6.60 6.60 10.0 08/26/21 11:13
2,4-Dichlorophenol pg/L <5.54 5.54 10.0 08/26/21 11:13
Diethyl phthalate pg/L <9.35 9.35 20.0 08/26/21 11:13
Dimethyl phthalate pg/L <7.82 7.82 10.0 08/26/21 11:13
2,4-Dimethylphenol pg/L <10.9 10.9 20.0 08/26/21 11:13
Di-n-butyl phthalate pg/L <7.35 7.35 10.0 08/26/21 11:13
4,6-Dinitro-2-methylphenol pg/L <9.92 9.92 30.0 08/26/21 11:13
2,4-Dinitrophenol pg/L <10.6 10.6 30.0 08/26/21 11:13
2,4-Dinitrotoluene pg/L <5.20 5.20 10.0 08/26/21 11:13
2,6-Dinitrotoluene pg/L <5.90 5.90 20.0 08/26/21 11:13
Di-n-Octyl Phthalate pg/L <5.01 5.01 10.0 08/26/21 11:13
Fluoranthene pg/L <6.03 6.03 10.0 08/26/21 11:13
Fluorene pg/L <7.27 7.27 10.0 08/26/21 11:13
Hexachlorobenzene pg/L <5.75 5.75 20.0 08/26/21 11:13
Hexachlorobutadiene pg/L <5.88 5.88 20.0 08/26/21 11:13
Hexachlorocyclopentadiene pg/L <5.90 5.90 20.0 08/26/21 11:13
Hexachloroethane pg/L <5.22 5.22 10.0 08/26/21 11:13
Indeno(1,2,3-cd)pyrene pg/L <6.20 6.20 10.0 08/26/21 11:13
Isophorone pg/L <6.71 6.71 10.0 08/26/21 11:13
Naphthalene pg/L <7.88 7.88 10.0 08/26/21 11:13
Nitrobenzene pg/L <7.88 7.88 10.0 08/26/21 11:13
2-Nitrophenol pg/L <5.49 5.49 10.0 08/26/21 11:13
4-Nitrophenol pg/L <2.81 2.81 10.0 08/26/21 11:13
N-Nitrosodiphenylamine pg/L <10.9 10.9 20.0 08/26/21 11:13
N-Nitroso-di-n-propylamine pg/L <8.10 8.10 20.0 08/26/21 11:13
Pentachlorophenol pg/L <9.73 9.73 50.0 08/26/21 11:13
Phenanthrene pg/L <6.34 6.34 10.0 08/26/21 11:13
Date: 08/31/2021 04:20 PM Page 15 of 24
Page 31 of 42
1
L

w
\Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8007 QC Analytical Batch(es): V8239
QC Prep Batch Method: 625.1 (Prep) Analysis Method: 625.1
Analysis Description: 625.1-Base/Neutrals and Acids by GC/MS
Lab Reagent Blank LRB-V8007 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed °/ %Rec
Parameter Units Result Recovery Limits
Phenol pg/L <2.86 2.86 10.0 08/26/21 11:13
Pyrene pg/L <5.42 5.42 10.0 08/26/21 11:13
1,2,4-Trichlorobenzene pg/L <6.25 6.25 10.0 08/26/21 11:13
2,4,6-Trichlorophenol pg/L <6.29 6.29 20.0 08/26/21 11:13
2-Fluorobiphenyl(S) 08/26/21 11:13 75.6 49-118
2-Fluorophenol(S) 08/26/21 11:13 40.7 22-84
Nitrobenzene-d5(S) 08/26/21 11:13 68.6 43-123
4-Terphenyl-d14(S) 08/26/21 11:13 100 49-151
2,4,6-Tribromophenol(S) 08/26/21 11:13 91.6 31-144
Phenol-d5(S) 08/26/21 11:13 26.4 10-63
Laboratory Control Sample LCS-V8007
Spike LCS LCS%Rec 0/0 Rec
Parameter Units Conc. Result Limits
Acenaphthene pg/L 50.0 42.1 84.2 47-145
Acenaphthylene pg/L 50.0 44.2 88.4 33-145
Anthracene pg/L 50.0 49.5 99.0 27-133
Benzidine pg/L 50.0 38.1 76.2 15-150
Benzo(a)anthracene pg/L 50.0 49.0 98.0 33-143
Benzo(a)pyrene pg/L 50.0 68.6 137 17-163
Benzo(b)fluoranthene pg/L 50.0 62.7 125 24-159
Benzo(g,h,i)perylene pg/L 50.0 60.1 120 10-219
Benzo(k)fluoranthene pg/L 50.0 60.4 121 11-162
Benzoic Acid pg/L 50.0 <11.5 0.0* 10-125
Benzyl alcohol pg/L 50.0 30.3 60.6 16-107
Bis(2-Chloroethoxy)methane pg/L 50.0 44.2 88.4 33-184
Bis(2-Chloroethyl)ether pg/L 50.0 35.7 71.4 12-158
*QC Fail Date: 08/31/2021 04:20 PM Page 16 of 24
Page 32 of 42

w°
\Nypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8007 QC Analytical Batch(es): V8239
QC Prep Batch Method: 625.1(Prep) Analysis Method: 625.1
Analysis Description: 625.1-Base/Neutrals and Acids by GC/MS
Laboratory Control Sample LCS-V8007
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
Bis(2-Chloroisopropyl)ether pg/L 50.0 35.0 70.0 36-166
Bis(2-ethylhexyl)phthalate pg/L 50.0 57.2 114 10-158
4-Bromophenyl phenyl ether pg/L 50.0 46.6 93.2 53-127
Butyl benzyl phthalate pg/L 50.0 52.5 105 10-152
4-Chloro-3-methylphenol pg/L 50.0 44.4 88.8 22-147
2-Chloronaphthalene pg/L 50.0 40.1 80.2 60-118
2-Chlorophenol pg/L 50.0 34.1 68.2 23-134
4-Chlorophenyl phenyl ether pg/L 50.0 44.4 88.8 25-158
Chrysene pg/L 50.0 49.8 99.6 17-168
Dibenz(a,h)anthracene pg/L 50.0 46.8 93.6 10-227
Dibenzofuran pg/L 50.0 43.6 87.2 39-114
1,2-Dichlorobenzene pg/L 50.0 30.2 60.4 32-129
1,3-Dichlorobenzene pg/L 50.0 29.5 59.0 20-124
1,4-Dichlorobenzene pg/L 50.0 28.9 57.8 20-124
3,3'-Dichlorobenzidine pg/L 50.0 52.2 104 10-262
2,4-Dichlorophenol pg/L 50.0 41.9 83.8 39-135
Diethyl phthalate pg/L 50.0 48.4 96.8 10-114
Dimethyl phthalate pg/L 50.0 44.8 89.6 10-112
2,4-Dimethylphenol pg/L 50.0 44.2 88.4 32-119
Di-n-butyl phthalate pg/L 50.0 55.9 112 10-118
4,6-Dinitro-2-methylphenol pg/L 50.0 46.7 93.4 10-181
2,4-Dinitrophenol pg/L 50.0 43.6 87.2 10-191
2,4-Dinitrotoluene pg/L 50.0 48.3 96.6 39-139
2,6-Dinitrotoluene pg/L 50.0 46.9 93.8 50-158
Di-n-Octyl Phthalate pg/L 50.0 67.1 134 10-146
Fluoranthene pg/L 50.0 49.6 99.2 26-137
Fluorene pg/L 50.0 46.3 92.6 59-121
Date: 08/31/2021 04:20 PM Page 17 of 24
Page 33 of 42

• w
Waypount 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8007 QC Analytical Batch(es): V8239
QC Prep Batch Method: 625.1 (Prep) Analysis Method: 625.1
Analysis Description: 625.1-Base/Neutrals and Acids by GC/MS
Laboratory Control Sample LCS-V8007
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
Hexachlorobenzene pg/L 50.0 48.1 96.2 10-152
Hexachlorobutadiene pg/L 50.0 32.5 65.0 24-116
Hexachlorocyclopentadiene pg/L 50.0 26.4 52.8 32-117
Hexachloroethane pg/L 50.0 28.8 57.6 40-113
Indeno(1,2,3-cd)pyrene pg/L 50.0 58.1 116 10-171
Isophorone pg/L 50.0 33.1 66.2 21-196
Naphthalene pg/L 50.0 35.5 71.0 21-133
Nitrobenzene pg/L 50.0 35.7 71.4 35-180
2-Nitrophenol pg/L 50.0 38.2 76.4 29-182
4-Nitrophenol pg/L 50.0 17.6 35.2 10-132
N-Nitrosodiphenylamine pg/L 50.0 57.3 115 69-152
N-Nitroso-di-n-propylamine pg/L 50.0 36.5 73.0 10-230
Pentachlorophenol pg/L 50.0 49.4 0.0* 14-176
Phenanthrene pg/L 50.0 49.4 98.8 54-120
Phenol pg/L 50.0 15.9 31.8 10-112
Pyrene pg/L 50.0 50.1 100 52-115
1 2 4-Trichlorobenzene pg/L 50.0 32.3 64.6 44-142
2,4,6-Trichlorophenol pg/L 50.0 41.9 83.8 37-144
2-Fluorobiphenyl(5) 82.4 49-118
2-Fluorophenol(S) 40.5 22-84
Nitrobenzene-d5(S) 73.0 43-123
4-Terphenyl-d14(S) 104 49-151
2,4,6-Tribromophenol(S) 97.8 31-144
Phenol-d5(S) 26.5 10-63
*QC Fail Date: 08/31/2021 04:20 PM Page 18 of 24
Page 34 of 42

Q
'A' YP0I lit , 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8007 QC Analytical Batch(es): V8239
QC Prep Batch Method: 625.1 (Prep) Analysis Method: 625.1
Analysis Description: 625.1-Base/Neutrals and Acids by GC/MS
Matrix Spike&Matrix Spike Duplicate V 94144-MS-V8007 V 94144-MSD-V8007
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
Acenaphthene pg/L < 14.8 104 106 109 98.3 105 92.7 47-145 10.3 33.0
Acenaphthylene pg/L < 14.5 104 106 115 101 111 95.2 33-145 12.9 30.0
Anthracene pg/L < 13.7 104 106 112 102 108 96.2 27-133 9.3 27.0 1
Benzidine pg/L < 10.6 104 106 82.0 74.1 78.8 69.9 15-150 10.1 50.0
Benzo(a)anthracene pg/L < 13.8 104 106 109 97.7 105 92.1 33-143 10.9 18.0
Benzo(a)pyrene pg/L <9.71 104 106 154 140 148 132 17-163 9.5 21.0
Benzo(b)fluoranthene pg/L <9.40 104 106 143 125 138 118 24-159 13.4 34.0
Benzo(g,h,i)perylene pg/L < 8.82 104 106 133 120 128 113 10-219 10.2 27.0
Benzo(k)fluoranthene pg/L < 10.1 104 106 136 124 131 117 11-162 9.2 39.0
Benzoic Acid pg/L < 23.9 104 106 59.0 42.8 0.0* 0.0* 10-125 0.0 51.0
Benzyl alcohol pg/L < 17.9 104 106 91.2 78.0 87.6 73.5 16-107 15.6 37.0
Bis(2-Chloroethoxy)methane pg/L < 11.8 104 106 131 109 126 103 33-184 18.3 30.0
Bis(2-Chloroethyl)ether pg/L < 15.2 104 106 88.3 69.6 84.9 65.6 12-158 23.6 33.0
Bis(2-Chloroisopropyl)ether pg/L < 13.7 104 106 101 83.9 97.1 79.1 36-166 18.4 34.0
Bis(2-ethylhexyl)phthalate pg/L < 18.3 104 106 129 116 124 109 10-158 10.6 21.0
4-Bromophenyl phenyl ether pg/L < 13.1 104 106 108 97.9 104 92.3 53-127 9.8 21.0
Butyl benzyl phthalate pg/L <9.42 104 106 120 107 115 101 10-152 11.4 23.0
4-Chloro-3-methylphenol pg/L < 10.9 104 106 132 100 127 94.3 22-147 27.5* 25.0
2-Chloronaphthalene pg/L < 15.4 104 106 110 97.2 106 91.6 60-118 12.3 30.0
2-Chlorophenol pg/L < 13.7 104 106 99.3 83.0 95.4 78.3 23-134 17.8 37.0
4-Chlorophenyl phenyl ether pg/L < 14.6 104 106 110 96.7 106 91.2 25-158 12.8 29.0
Chrysene pg/L < 11.2 104 106 114 101 110 95.2 17-168 12.0 30.0
Dibenz(a,h)anthracene pg/L < 12.5 104 106 106 95.4 102 90.0 10-227 10.5 28.0
Dibenzofuran pg/L < 10.6 104 106 116 99.1 112 93.4 39-114 15.7 23.0
1,2-Dichlorobenzene pg/L < 12.3 104 106 97.6 77.4 93.8 73.0 32-129 23.0 34.0
1,3-Dichlorobenzene pg/L < 12.1 104 106 94.0 75.6 90.3 71.3 20-124 21.6 36.0
*QC Fail Date: 08/31/2021 04:20 PM Page 19 of 24
Page 35 of 42

1
wo
•
Wa'ypOint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8007 QC Analytical Batch(es): V8239
QC Prep Batch Method: 625.1 (Prep) Analysis Method: 625.1
Analysis Description: 625.1-Base/Neutrals and Acids by GC/MS
Matrix Spike&Matrix Spike Duplicate V 94144-MS-V8007 V 94144-MSD-V8007
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
1,4-Dichlorobenzene pg/L < 12.3 104 106 92.0 73.9 88.4 69.7 20-124 21.8 35.0
3,3'-Dichlorobenzidine pg/L < 13.7 104 106 119 107 114 101 10-262 10.6 34.0
2,4-Dichlorophenol pg/L < 11.5 104 106 117 94.4 113 89.0 39-135 21.3 31.0
Diethyl phthalate pg/L < 19.5 104 106 108 99.4 104 93.7 10-114 8.2 22.0
Dimethylphthalate L < 16.3 104 106 105 97.0 101 91.5 10-112 7.9 25.0
Y p9/
2,4-Dimethylphenol pg/L < 22.8 104 106 109 104 105 98.1 32-119 4.6 36.0
Di-n-butyl phthalate pg/L < 15.3 104 106 126 114 121* 108 10-118 10.0 24.0
4,6-Dinitro-2-methylphenol pg/L < 20.7 104 106 107 93.0 103 87.7 10-181 14.0 35.0
2,4-Dinitrophenol pg/L < 22.2 104 106 98.3 90.7 94.5 85.5 10-191 8.0 41.0
2,4-Dinitrotoluene pg/L < 10.8 104 106 124 105 119 99.0 39-139 16.5 24.0
2,6-Dinitrotoluene pg/L < 12.3 104 106 117 103 113 97.1 50-158 12.7 28.0
Di-n-Octyl Phthalate pg/L < 10.4 104 106 153 138 147* 130 10-146 10.3 21.0
Fluoranthene pg/L < 12.5 104 106 113 102 109 96.2 26-137 10.2 26.0
Fluorene pg/L < 15.1 104 106 117 101 113 95.2 59-121 14.6 30.0
Hexachlorobenzene pg/L < 12.0 104 106 112 98.6 108 93.0 10-152 12.7 29.0
Hexachlorobutadiene pg/L < 12.3 104 106 102 87.7 98.0 82.7 24-116 15.0 35.0
Hexachlorocyclopentadiene pg/L < 12.3 104 106 84.3 73.8 81.0 69.6 32-117 13.2 36.0
Hexachloroethane pg/L < 10.9 104 106 55.2 171 53.0 161* 40-113 102* 37.0
Indeno(1,2,3-cd)pyrene pg/L < 12.9 104 106 129 117 124 110 10-171 9.7 34.0
Isophorone pg/L < 14.0 104 106 109 82.3 105 77.6 21-196 27.9* 27.0
Naphthalene pg/L 346 104 106 231 176 -110* -160* 21-133 27.0 35.0
Nitrobenzene pg/L < 16.4 104 106 110 89.0 106 83.9 35-180 21.1 34.0
2-Nitrophenol pg/L < 11.4 104 106 129 97.5 124 91.9 29-182 27.8 33.0
4-Nitrophenol pg/L < 5.84 104 106 79.2 62.7 76.1 59.1 10-132 23.2 40.0
N-Nitrosodiphenylamine pg/L < 22.8 104 106 154 125 148 118 69-152 20.7 26.0
N-Nitroso-di-n-propylamine pg/L < 16.9 104 106 184 107 177 101 10-230 52.9* 33.0
*QC Fail Date: 08/31/2021 04:20 PM Page 20 of 24
Page 36 of 42

w
/ ypoint.. 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8007 QC Analytical Batch(es): V8239
QC Prep Batch Method: 625.1 (Prep) Analysis Method: 625.1
Analysis Description: 625.1-Base/Neutrals and Acids by GC/MS
Matrix Spike&Matrix Spike Duplicate V 94144-MS-V8007 V 94144-MSD-V8007
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
Pentachlorophenol pg/L <20.2 104 106 114 104 110 0.0* 14-176 7.2 36.0
Phenanthrene pg/L < 13.2 104 106 116 102 112 96.2 54-120 12.8 23.0
Phenol pg/L < 5.95 104 106 67.5 55.8 64.9 52.6 10-112 18.9 43.0
Pyrene pg/L < 11.3 104 106 115 104 111 98.1 52-115 10.0 31.0
1,2,4-Trichlorobenzene pg/L < 13.0 104 106 96.3 84.8 92.5 80.0 44-142 12.7 30.0
2,4,6-Trichlorophenol pg/L < 13.1 104 106 115 100 111 94.3 37-144 13.9 30.0
2-Fluorobiphenyl(S) 105 90.9 49-118
2-Fluorophenol(S) 71.1 60.0 22-84
Nitrobenzene-d5(S) 114 85.1 43-123
4-Terphenyl-d14(S) 113 98.1 49-151
2,4,6-Tribromophenol(S) 112 99.5 31-144
Phenol-d5(S) 55.7 47.4 10-63
1
*QC Fail Date: 08/31/2021 04:20 PM Page 21 of 24
Page 37 of 42

ill w
VVaypoi nt 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8197 QC Analytical Batch(es): V8217
QC Prep Batch Method: 7470A Analysis Method: 7470A
Analysis Description: Total Aqueous Mercury Analysis-CVAA
Lab Reagent Blank LRB-V8197 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed
Parameter Units Result
Mercury(Total) mg/L <0.00007 0.00007 0.00020 08/30/21 16:04
Laboratory Control Sample LCS-V8197
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
Mercury(Total) mg/L 0.00937 0.00930 99.0 80-120
Matrix Spike&Matrix Spike Duplicate V 94225-MS-V8197 V 94225-MSD-V8197
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
Mercury(Total) mg/L < 0.00007 0.00937 0.00937 0.00728 0.00734 78.0* 78.0* 80-120 0.8 20.0
Post Digestion Spike V 94225-PDS-V8197
PDS o/o Analyzed
Parameter Units Result Recovery
Mercury(Total) mg/L 0.00411 88.0 08/30/21 16:23
*QC Fail Date: 08/31/2021 04:20 PM Page 22 of 24
Page 38 of 42

, ,\ VáYP0Iflt w°
449 Springbrook Rd, ChMain 7arlot , NC.529.6364 28217
te04
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8006 QC Analytical Batch(es): V8193
QC Prep Batch Method: MAEPH(Prep) Analysis Method: MADEP-EPH
Analysis Description: Massachusetts EPH
Lab Reagent Blank LRB-V8006 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
Aliphatic C9-C18 pg/L <28.2 28.2 350 08/28/21 11:29
Aliphatic C19-C36 pg/L <124 124 500 08/28/21 11:29
Aromatic C11-C22 pg/L <61.2 61.2 250 08/28/21 11:29
2-Fluorobiphenyl(S) 08/28/21 11:29 89.5 40-140
2-Bromonaphthalene(S) 08/28/21 11:29 87.2 40-140
Chlorooctadecane(5) 08/28/21 11:29 77.0 40-140
OTP Surrogate(5) 08/28/21 11:29 76.0 40-140
Laboratory Control Sample&LCSD LCS-V8006 LCSD-V8006
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Aliphatic C9-C18 pg/L 600 283 272 0.0* 0.0* 40-140 0.0 50.0
Aliphatic C19-C36 pg/L 800 714 639 89.2 79.8 40-140 11.0 50.0
Aromatic C11-C22 pg/L 1700 1410 1340 82.9 78.8 40-140 5.0 50.0
2-Fluorobiphenyl(S) 91.5 92.2 40-140
2-Bromonaphthalene(S) 93.5 92.2 40-140
Chlorooctadecane(S) 76.0 72.0 40-140
OTP Surrogate(S) 81.0 76.5 40-140
*QC Fail Date: 08/31/2021 04:20 PM Page 23 of 24
Page 39 of 42

w
WáYpoint , 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V7960 QC Analytical Batch(es): V7961
QC Prep Batch Method: MAVPH(Prep) Analysis Method: MADEP-VPH
Analysis Description: Massachusetts VPH
Lab Reagent Blank LRB-V7960 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
Aliphatic C5-C8 pg/L <11.5 11.5 50.0 08/24/21 16:21
Aliphatic C9-C12 pg/L <25.8 25.8 50.0 08/24/21 16:21
Aromatic C9-C10 pg/L <4.02 4.02 50.0 08/24/21 16:21
2,5-Dibromotoluene(FID)(S) 08/24/21 16:21 97.1 70-130
2,5-Dibromotoluene(PID)(S) 08/24/21 16:21 92.6 70-130
Laboratory Control Sample&LCSD LCS-V7960 LCSD-V7960
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Aliphatic C5-C8 pg/L 300 321 329 107 110 70-130 2.4 50.0
Aliphatic C9-C12 pg/L 300 318 327 106 109 70-130 2.7 50.0
Aromatic C9-C10 pg/L 100 107 109 107 109 70-130 1.8 50.0
2,5-Dibromotoluene(FID)(S) 88.9 90.5 70-130
2,5-Dibromotoluene(PID)(S) 85.4 86.7 70-130
Date: 08/31/2021 04:20 PM Page 24 of 24
Page 40 of 42

v
Waypoint.. 449 Springbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalyticai.com
Shipment Receipt Form
Customer Number:01102
Customer Name: Hart& Hickman (Charlotte)
Report Number: 21-236-0008
Shipping Method
Fed Ex US Postal Lab Other
i UPS 1 Client Courier Thermometer ID: IIRT-15 5.2
Shipping container/cooler uncompromised? )Yes No
Number of coolers/boxes received 1
Custody seals intact on shipping container/cooler? Yes No a; Not Present
Custody seals intact on sample bottles? Yes ; No 4, Not Present
Chain of Custody(COC) present? 1•; Yes _ ) No
COC agrees with sample label(s)? *i Yes I No
COC properly completed • Yes No
Samples in proper containers? • Yes I No
Sample containers intact? • Yes No
Sufficient sample volume for indicated test(s)? 4' Yes No
All samples received within holding time? '• Yes I No
Cooler temperature in compliance? 4 Yes i No
Cooler/Samples arrived at the laboratory on ice. 0, Yes No
Samples were considered acceptable as cooling -
1 process had begun.
Water- Sample containers properly preserved ,41 Yes I No ' N/A
Water-VOA vials free of headspace 10,Yes No ,. N/A
Trip Blanks received with VOAs Yes No • N/A
Soil VOA method 5035—compliance criteria met Yes No • N/A
High concentration container (48 hr) Low concentration EnCore samplers (48 hr)
High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
Special precautions or instructions included? Yes • No
Comments:
Signature: jAngela D Overcash Date&Time: 68/24/2021 11:37:18
Page 41 of 42

©• II
OF CUSTODY RECORD IA U`1 UNtY
Y
Waypoint PAGE OF QUOTE TO ENSURE PROPER BILLING ES/NO N/A
^
Project Name: Samples INTACT upon arrival?
ANALYTICAL t PT -/.� Received IN ICE?
,,,rrr,
Spri
449 one 704rook Road•Charlotte.70 NC 28217 Short Hold Analysis (Yes) (2) UST Project: (Yes PROPER PRESERVATIVES indicated?
Phone 704 529-Ft , • Fax: 704t 25.0409 ✓ ( Received WITHIN HOLDING TIMES?
Ft �r .�. 1} i�,,„,� "Please ATTACH any project specific reporting(QC LEVEL ell IV)
Client Company Name: [l n / provisions and/or QC Require ents CUSTODY SEALS INTACT? _
Report To/Contact Name: SLt.�-1 R 0,1 L e f-1-r;(1 Invoice To: 'j ✓'7 4 p_y_oitie VOLATILES reed W/OUT HEADSPACE? /�Reporting Address:_ Zg Z �, �r7 9 jig ��ddress: U O.��►r s�P a yte .•r -G;G 4. +•-,�J Jf3QPERT CONTAINERS used?
6 1 r(t 0't 1 e p / Z 5'l0 y TEMP: Therm ID:- Observed VP`C I • 4.
6-- Fax
-
Phone:�� ta' ax(Yeti((�: Pyrhase Order No./Billing Reference _ TO BE FILLED IN BY CLIENT/SAMPLING PERSONNEL
Email Address: y 11 ii n.-/4'si Side+-A....` `/
C} Requested Due Date J t Day J 2 Days J 3 Days J 4 Days Days Certification: NC `� Sc
EDD Type:PDF X Excel �(Other "Workingrki Days" J 6-9 Days J Standard 10 days J Rush r Must Be
Site Location Name: A;/per T pc;Yip a«. Ii miles received after 15 00 will be processed next business dayre p roved Other N/A 7
Turnaround time is based nn business days.excluding weekends and hohd Water Chlorinated: YES NO
Site Location Physical Add (SEE REVERSE FOR TERMS a CONDITIONS REGARDING SERVICES
-- /4.yy 4 r l0.I—}' lr I _ _- RENDERED BY WAYPOINT ANALYTICAL,LLC TO CLIENT) ©'N Samples Iced Upon tion: 1ES '� NO
/ i
TIME MATRIX SAMPLE CONTAINER QUESTED T
CLIENT DATE COLLECTED (SOIL, PRESERVA /4%74/41/4.Y40
41C—S ~ ‘' SfDNOSAMPLE DESCRIPTION COLLECTED MHM�ARY RS 8WORCsER SEE BELOW �' SIZE TIMES eZ y ��I • 0 W.-1-c( ya�JA/6-/ xll) w ,yrat:d.� ' k X k y k 1, k
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26121;2364008z,-202,
Had S Hi:klndn hdn.,nr 11:32:16
CDA-044
I I 1 \ 7"-- --—
PRESS DOWN FIRMLY - 2 COPIES
Samplersil
Signature �J Sampled By(Pnnt Name) C S 0�""S �y ""'" (filiation ` _ L AS USE ONt Y
Upon relinquishing,this Chain of Cu ody is your authorization for Waypoint Analytical to proceed with the analyses as requested above.Any changes must be
submitted In writing to the Waypoint Analytical Project Manager.There will be charges for any changes after analyses have been initialized. Site Arrival Time:
Resiqu,snea By 9gnature) Received By(Signature) Date MdRary,Hours Additional Comments:
Site Departure Tyne:
By(Signature) - -- Recened By(Signature) Date (( Field Tech Fee:
:u :
Waage: WITH FOR SAMPLE COOLERS SHOULD BE TAPED SHUT TH CUS S STRANS TO TH ORA Group --— _ -
SAMPLES ARE NOT ACCEPTED AND VERIFIED AGAINST COC UNTIL RECEIVED AT THE tABORA RY.
SEE REVERSE FOR
❑Fad Ex J UPS I Hand-detnerad I Waypoint Analytical Field Service J Other - -_ _ --- _ TERMS S.CONDITIONS
NPOES: UST: GROUNDWATER DRINKING WATER: SOLID WASTE: RCRA: BR FLD LANDFILL OTHER:
LINCLISC LINC USC INC _ISC UNC JSC JNC JSC JNC JSC JNC 'JSC UNC JSC JNC JSC
U J J U J J J— J J- ORIGINAL
'CONTAINER TYPE CODES: A s Amber C s Clear Gs Glass P=Plastle; TL is Teflon-Lined Cap VOA'Volatile Organics AnalysisA(Zeta Head Space) i

Table 1 (Page 1 of 1)
Summary of Analytical Data for Groundwater in Contact with LNAPL
Airport Drive Release (UST Section Incident#18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Analyte Concentration Anayltical Method
(pg/L)*
SGT HEM: Non-Polar Material 3,900 EPA-1664E-SGT
Total Suspended Solids 17,000 SM-2540D
Total Organic Carbon 1,230 SM-5310C
Phenols (Total) 36 EPA-420.1
Arsenic 0.829 SW-6020B
Barium 93.5 SW-6020B
n-Butylbenzene 25.9 SM-6200
sec-Butyl benzene 24.6 SM-6200
Ethylbenzene 76.2 SM-6200
Isopropylbenzene 52.6 SM-6200
4-Isopropyl toluene 23 SM-6200
Naphthalene 151 SM-6200
Naphthalene 346 EPA-625.1
Phenanthrene 8.67 EPA-625.1
n-Propylbenzene 79.7 SM-6200
Trichloroethene 6.27 SM-6200
124-Trimethylbenzene 500 SM-6200
135-Trimethylbenzene 131 SM-6200
mp-Xylene 76.7 SM-6200
Xylene (Total) 76.7 SM-6200
Aliphatic C5-C8 211 MAVPH
Aliphatic C9-C12 4,820 MAVPH
Aromatic C9-C10 2,480 MAVPH
Aliphatic C9-C18 14,400 MAEPH
Aliphatic C19-C36 139 MAEPH
Aromatic C11-C22 5,470 MAEPH
pH 6.57 SM-4500H+B
Notes
Data are for a sample of groundwater which was in contact with light non-aqueous phase liquid collected from
MW-8
concentrations are in micrograms per liter(pg/L),except pH is in standard units(s.u.)
only analytes detected in sample are included in table
Table 1 (Page 1 of 1)
Hart& Hickman, PC
File:https://harthick sharepoint com/sites/MasterFiles-I/Shared Documents/4AA-Master Projects/Charlotte Douglas International Airport-CDA/CDA-044 Airport Dr,s e Release/CAP/rables/MW-8 Data for
NPDES

Vo
Waypoint_ 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
8/31/2021
Hart&Hickman (Charlotte)
Shannon Cottrill
2923 South Tryon St. Ste 100
Charlotte, NC, 28203
Ref: Analytical Testing
Lab Report Number: 21-236-0008
Client Project Description: CDA-044
Dear Shannon Cottrill:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 8/24/2021 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA(including 40 CFR 136
Method Update Rule May 2012) unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time.
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
Angela D Overcash
Senior Project Manager
Laboratory's liability in any claim relating to analyses performed shall be limited to,at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.
Page 1 of 42

1 w
Waypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Certification Summary
Laboratory ID:WP CNC: Waypoint Analytical Carolina, Inc.(C), Charlotte, NC
State Program _ Lab ID _ Expiration Date
North Carolina State Program 37735 07/31/2022
North Carolina State Program 402 12/31/2021
South Carolina State Program 99012 07/31/2022
South Carolina State Program 99012 12/31/2021
Laboratory ID:WP MTN: Waypoint Analytical, LLC., Memphis,TN
State Program Lab ID Expiration Date
Alabama State Program 40750 02/28/2022
Arkansas State Program 88-0650 02/07/2022
California State Program 2904 06/30/2022
Florida State Program-NELAP E871157 06/30/2022
Georgia State Program C044 02/18/2023
Georgia State Program 04015 06/30/2022
Illinois State Program-NELAP 200078 10/10/2022
Kentucky State Program 80215 06/30/2022
Kentucky State Program KY90047 12/31/2021
Louisiana State Program-NELAP LA037 12/31/2021
Louisiana State Program-NELAP 04015 06/30/2022
Mississippi State Program MS 02/11/2023
North Carolina State Program 415 12/31/2021
Oklahoma State Program 9311 08/31/2021
Pennsylvania State Program-NELAP 68-03195 05/31/2022
South Carolina State Program 84002 06/30/2022
South Carolina State Program 84002 06/30/2022
Tennessee State Program 02027 02/11/2023
Tennessee A2LA ISO 17025:2017 4313.01 10/31/2021
Texas State Program-NELAP T104704180 09/30/2021
Virginia State Program 00106 06/30/2022
Virginia State Program- NELAP 460181 09/14/2021
Page 1 of 1 00016/21-236-0008
Page 2 of 42

wo
WaYPOint. 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Sample Summary Table
Report Number: 21-236-0008
Client Project Description: CDA-044
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
94144 MW-8 Aqueous 08/24/2021 08:30 08/24/2021 11:50
94144 MW-8 Aqueous 08/24/2021 08:30 08/24/2021 11:50 5310C-2011 WP MTN
WP MTN-Memphis,TN: Waypoint Analytical-TN,Memphis,TN
Page 3 of 42

,w
VIaypoint 449 Springbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Summary of Detected Analytes
Project: CDA-044
Report Number: 21-236-0008
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
MW-8 V 94144
1664E-SGT SGT HEM:Non-Polar Material 3.9 mg/L 1.7 08/26/2021 10:26 J
2540D-2015 Total Suspended Solids 17 mg/L 0.7 08/25/2021 15:00
420.1 Phenols(Total) 0.036 mg/L 0.015 08/31/2021 09:05 J
4500H+B-2011 pH 6.57 s.u. 08/25/2021 10:05
5310C-2011 TOC 1.23 mg/L 0.500 08/26/2021 19:32
6020E Arsenic 0.829 pg/L 0.170 08/26/2021 17:49 J
6020B Barium 93.5 pg/L 0.810 08/26/2021 17:49
6200E n-Butylbenzene 25.9 pg/L 1.80 08/31/2021 02:49
6200E sec-Butyl benzene 24.6 pg/L 2.00 08/31/2021 02:49
6200E Ethylbenzene 76.2 pg/L 1.70 08/31/2021 02:49
6200B lsopropylbenzene 52.6 pg/L 1.80 08/31/2021 02:49
6200E 4-Isopropyl toluene 23.0 pg/L 0.890 08/31/2021 02:49
6200E Naphthalene 151 pg/L 4.70 08/31/2021 02:49
62006 n-Propylbenzene 79.7 pg/L 1.90 08/31/2021 02:49
6200E Trichloroethene 6.27 pg/L 1.80 08/31/2021 02:49
6200E 1,2,4-Trimethylbenzene 500 pg/L 1.90 08/31/2021 02:49
6200B 1,3,5-Trimethylbenzene 131 pg/L 1.80 08/31/2021 02:49
6200B m,p-Xylene 76.7 pg/L 4.20 08/31/2021 02:49
6200B Xylene(Total) 76.7 pg/L 2.10 08/31/2021 02:49
625.1 Naphthalene 346 pg/L 39.8 08/27/2021 10:31
625.1 Phenanthrene 8.67 pg/L 6.40 08/26/2021 19:36 J
MADEP-EPH Aliphatic C9-C18 14400 pg/L 28.2 08/28/2021 18:09
MADEP-EPH Aliphatic C19-C36 139 pg/L 124 08/28/2021 18:09 J
MADEP-EPH Aromatic C11-C22 5470 pg/L 61.2 08/28/2021 18:09
MADEP-VPH Aliphatic C5-C8 211 pg/L 11.5 08/24/2021 16:45
MADEP-VPH Aliphatic C9-C12 4820 pg/L 258 08/25/2021 09:04
MADEP-VPH Aromatic C9-C10 2480 pg/L 40.2 08/25/2021 09:04
Page 4 of 42

w°
Waypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Client: Hart & Hickman (Charlotte) CASE NARRATIVE
Project: CDA-044
Lab Report Number: 21-236-0008
Date: 8/31/2021
625.1 - Base/Neutrals and Acids by GC/MS Method 625.1
Sample 94144 (MW-8)
QC Batch No: V8239N8007
Surrogate recovery(s)was flagged as outside QC limits due to high levels of target and/or non-target analytes.
Batch QC samples (method blank and laboratory control samples) all showed surrogates within QC limits.
Analyte: 4-Chloro-3-methylphenol
QC Batch No: V8239N8007
Ms/MSD Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Analyte: Benzoic Acid
QC Batch No: V8239N8007
Analyte was flagged for 0% recovery in the LCS due to the result being below the MQL. The actual result was
7.22 ug/L which calculates to a recovery of 14.4%which is within the acceptable recovery range.
Sample 94144 (MW-8)
Analyte: Benzoic Acid
QC Batch No: V8239N8007
Analyte was flagged for 0% recovery in the MSD due to the result being below the MQL. The actual result was
42.8 ug/L which calculates to a recovery of 40%which is within the acceptable recovery range.
Analyte: Benzoic Acid
QC Batch No: V8239N8007
Page 5 of 42

Waypoi nt 449 Springbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Analyte was flagged for 0% recovery in the MS due to the result being below the MQL. The actual result was 59
ug/L which calculates to a recovery of 56.6%which is within the acceptable recovery range.
Analyte: Hexachloroethane
QC Batch No: V8239/V8007
MS/MSD Relative Percent Difference(RPD)for the duplicate analysis was outside of the allowable QC limits.
Analyte: Isophorone
QC Batch No: V8239N8007
MS/MSD Relative Percent Difference(RPD)for the duplicate analysis was outside of the allowable QC limits.
Analyte: N-Nitroso-di-n-propylamine
QC Batch No: V8239N8007
MS/MSD Relative Percent Difference (RPD)for the duplicate analysis was outside of the allowable QC limits.
Analyte: Pentachlorophenol
QC Batch No:V8239N8007
Analyte was flagged for 0% recovery in the LCS due to the result being below the MQL. The actual result was
49.4 ug/L which calculates to a recovery of 98.8%which is within the acceptable recovery range.
Sample 94144 (MW-8)
Analyte: Pentachlorophenol
QC Batch No: V8239N8007
Analyte was flagged for 0% recovery in the MSD due to the result being below the MQL. The actual result was
104 ug/L which calculates to a recovery of 97.5%which is within the acceptable recovery range.
Massachusetts EPH Method MADEP-EPH
Analyte: Aliphatic C9-C18
QC Batch No: V8193N8006
Analyte was flagged for 0% recovery in the LCS due to the result being below the MQL. The actual result was
141.403 ug/mL which calculates to a recovery of 47.1%which is within the acceptable recovery range.
Page 6 of 42
Ili

Waypoint 449 Springbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Analyte: Aliphatic C9-C18
QC Batch No: V8193N8006
Analyte was flagged for 0% recovery in the LCSD due to the result being below the MQL. The actual result was
135.987 ug/mL which calculates to a recovery of 45.3%which is within the acceptable recovery range.
Massachusetts VPH Method MADEP-VPH
Sample 94144 (MW-8)
Analyte: 2,5-Dibromotoluene(FID)
QC Batch No:V7961/V7960
Surrogate(s)was flagged for recovery outside QC limits in this project sample. This sample was re-analyzed for
verification, and/or dilution of target analytes. Batch QC samples (method blank and laboratory control samples)
all showed surrogates within QC limits.
Initial run of sample saw surrogates failing low. The sample was re-analyzed, with similar results.A dilution was
run due to high concentration of target compounds, which in turn saw surrogates return to passable ranges.
Matrix interference suspected.
Analyte: 2,5-Dibromotoluene (PID)
QC Batch No: V7961 N7960
Surrogate(s)was flagged for recovery outside QC limits in this project sample. This sample was re-analyzed for
verification, and/or dilution of target analytes. Batch QC samples (method blank and laboratory control samples)
all showed surrogates within QC limits.
Initial run of sample saw surrogates failing low. The sample was re-analyzed,with similar results.A dilution was
run due to high concentration of target compounds, which in turn saw surrogates return to passable ranges.
Matrix interference suspected.
Total Aqueous Mercury Analysis-CVAA Method 7470A
Sample 94225
Analyte: Mercury
QC Batch No: V8217N8197
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges.A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Page 7 of 42

O
Waypoi nt♦ 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytica I.com
01102
Hart&Hickman(Charlotte) Project CDA-044
Shannon Cottrill Report Date: 08/31/2021
2923 South Tryon St.Ste 100 Information : Received : 08/24/2021
Charlotte, NC 28203
Report Number:21-236-0008 REPORT OF ANALYSIS
Lab No: 94144 Matrix: Aqueous
Sample ID:MW-8 Sampled: 8/24/2021 8:30
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
SGT HEM: Non-Polar Material 3.93 mg/L 1.7 5.8 1 08/26/21 10:26 CEG 1664E-SGT
pH 6.57 s.u. 1 08/25/21 10:05 CLB 4500H+B-2011
Total Suspended Solids 17 mg/L 0.7 2.5 1 08/25/21 15:00 CEG 2540D-2015
TOC 1.23 mg/L 0.500 1.00 1 08/26/21 19:32 TJS 5310C-2011
Phenols(Total) 0.0363 mg/L 0.015 0.050 1 08/31/21 09:05 CLB 420.1
Arsenic 0.8293 pg/L 0.170 1.00 1 08/26/21 17:49 EDV 6020B
Barium 93.5 pg/L 0.810 10.0 1 08/26/21 17:49 EDV 6020B
Cadmium <0.160 pg/L 0.160 1.00 1 08/26/21 17:49 EDV 6020B
Chromium <0.790 pg/L 0.790 2.00 1 08/26/21 17:49 EDV 6020B
Lead <0.260 pg/L 0.260 1.00 1 08/26/21 17:49 EDV 6020B
Mercury(Total) <0.00007 mg/L 0.00007 0.00020 1 08/30/21 16:35 EDV 7470A
Selenium <0.740 pg/L 0.740 5.00 1 08/26/21 17:49 EDV 6020B
Silver <0.110 pg/L 0.110 1.00 1 08/26/21 17:49 EDV 6020B
it
Qualifiers/ * Outside QC Limit DF Dilution Factor
Definitions J Estimated value L Limit Exceeded
MQL Method Quantitation Limit
Page 8 of 42

w
Waypoi nt 449 5pringbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project CDA-044
Shannon Cottrill Report Date: 08/31/2021
2923 South Tryon St.Ste 100 Information : Received :08/24/2021
Charlotte, NC 28203
Report Number:21-236-0008 REPORT OF ANALYSIS
Lab No: 94144 Matrix: Aqueous
Sample ID:MW-8 Sampled: 8/24/2021 8:30
Analytical Method: 6200E Prep Batch(es): V8232 08/30/21 09:00
Prep Method: 6200 PT
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <18.0 ug/L 18.0 100 10 08/31/21 02:49 JLB V8236
Benzene <1.80 ig/L 1.80 5.00 10 08/31/21 02:49 JLB V8236
Bromobenzene <2.10 Ng/L 2.10 5.00 10 08/31/21 02:49 JLB V8236
Bromochloromethane <4.20 Ng/L 4.20 10.0 10 08/31/21 02:49 JLB V8236
Bromodichloromethane <1.60 Ng/L 1.60 5.00 10 08/31/21 02:49 JLB V8236
Bromoform <15.0 pg/L 15.0 50.0 10 08/31/21 02:49 JLB V8236
Bromomethane <2.80 pg/L 2.80 10.0 10 08/31/21 02:49 JLB V8236
n-Butylbenzene 25.9 Jg/L 1.80 5.00 10 08/31/21 02:49 JLB V8236
sec-Butyl benzene 24.6 pg/L 2.00 5.00 10 08/31/21 02:49 JLB V8236
tert-Butyl benzene <9.20 pg/L 9.20 20.0 10 08/31/21 02:49 JLB V8236
Carbon Tetrachloride <1.80 pg/L 1.80 5.00 10 08/31/21 02:49 JLB V8236
Chlorobenzene <1.90 pg/L 1.90 5.00 10 08/31/21 02:49 JLB V8236
Chlorodibromomethane <1.90 pg/L 1.90 5.00 10 08/31/21 02:49 JLB V8236
Chloroethane <4.30 Ng/L 4.30 10.0 10 08/31/21 02:49 JLB V8236
Chloroform <2.20 pg/L 2.20 5.00 10 08/31/21 02:49 JLB V8236
Chloromethane <2.20 pg/L 2.20 5.00 10 08/31/21 02:49 JLB V8236
2-Chlorotoluene <2.00 pg/L 2.00 5.00 10 08/31/21 02:49 JLB V8236
4-Chlorotoluene <2.00 pg/L 2.00 5.00 10 08/31/21 02:49 JLB V8236
Di-Isopropyl Ether(DIPE) <5.00 pg/L 5.00 5.00 10 08/31/21 02:49 JLB V8236
1,2-Dibromo-3-Chloropropane <11.0 pg/L 11.0 20.0 10 08/31/21 02:49 JLB V8236
1,2-Dibromoethane <2.00 pg/L 2.00 5.00 10 08/31/21 02:49 JLB V8236
Dibromomethane <2.30 pg/L 2.30 5.00 10 08/31/21 02:49 JLB V8236
Qualifiers/ * Outside QC Limit DF Dilution Factor
Definitions I Recovery out of range J Estimated value
MQL Method Quantitation Limit
Page 9 of 42

IA?
Waypoint. 449 Springbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project CDA-044
Shannon Cottrill Report Date: 08/31/2021
2923 South Tryon St.Ste 100 Information: Received: 08/24/2021
Charlotte , NC 28203
Report Number:21-236-0008 REPORT OF ANALYSIS
Lab No: 94144 Matrix: Aqueous
Sample ID:MW-8 Sampled: 8/24/2021 8:30
Analytical Method: 6200E Prep Batch(es): V8232 08/30/21 09:00
Prep Method: 6200 PT
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
1,2-Dichlorobenzene <2.20 pg/L 2.20 5.00 10 08/31/21 02:49 JLB V8236
1,3-Dichlorobenzene <1.90 pg/L 1.90 5.00 10 08/31/21 02:49 JLB V8236
1,4-Dichlorobenzene <2.10 pg/L 2.10 5.00 10 08/31/21 02:49 JLB V8236
Dichlorodifluoromethane <12.0 pg/L 12.0 50.0 10 08/31/21 02:49 JLB V8236
1,1-Dichloroethane <2.40 pg/L 2.40 5.00 10 08/31/21 02:49 JLB V8236
1,2-Dichloroethane <1.50 pg/L 1.50 5.00 10 08/31/21 02:49 JLB V8236
1,1-Dichloroethene <1.50 pg/L 1.50 5.00 10 08/31/21 02:49 JLB V8236
cis-1,2-Dichloroethene <2.00 pg/L 2.00 5.00 10 08/31/21 02:49 JLB V8236
trans-1,2-Dichloroethene <1.80 pg/L 1.80 5.00 10 08/31/21 02:49 JLB V8236
1,2-Dichloropropane <1.90 pg/L 1.90 5.00 10 08/31/21 02:49 JLB V8236
1,3-Dichloropropane <1.30 pg/L 1.30 5.00 10 08/31/21 02:49 JLB V8236
2,2-Dichloropropane <2.10 pg/L 2.10 20.0 10 08/31/21 02:49 JLB V8236
1,1-Dichloropropene <2.00 pg/L 2.00 5.00 10 08/31/21 02:49 JLB V8236
cis-1,3-Dichloropropene <2.10 pg/L 2.10 5.00 10 08/31/21 02:49 JLB V8236
trans-1,3-Dichloropropene <1.50 pg/L 1.50 5.00 10 08/31/21 02:49 JLB V8236
Ethanol <420 pg/L 420 2000 10 08/31/21 02:49 JLB V8236
Ethylbenzene 76.2 pg/L 1.70 5.00 10 08/31/21 02:49 JLB V8236
Hexachlorobutadiene <3.50 pg/L 3.50 30.0 10 08/31/21 02:49 JLB V8236
2-Hexanone <3.80 pg/L 3.80 10.0 10 08/31/21 02:49 JLB V8236
Isopropylbenzene 52.6 pg/L 1.80 5.00 10 08/31/21 02:49 JLB V8236
4-Isopropyl toluene 23.0 pg/L 0.890 5.00 10 08/31/21 02:49 JLB V8236
Methyl Ethyl Ketone(MEK) <7.10 pg/L 7.10 50.0 10 08/31/21 02:49 JLB V8236
Qualifiers/ * Outside QC Limit DF Dilution Factor
Definitions I Recovery out of range J Estimated value
MQL Method Quantitation Limit
Page 10 of 42

Waypoi nt. 449 5pringbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project CDA-044
Shannon Cottrill Report Date: 08/31/2021
2923 South Tryon St.Ste 100 Information : Received : 08/24/2021
Charlotte, NC 28203
Report Number:21-236-0008 REPORT OF ANALYSIS
Lab No: 94144 Matrix: Aqueous
Sample ID:MW-8 Sampled: 8/24/2021 8:30
Analytical Method: 6200E Prep Batch(es): V8232 08/30/21 09:00
Prep Method: 6200 PT
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Methyl tert-butyl ether(MTBE) <1.40 pg/L 1.40 10.0 10 08/31/21 02:49 JLB V8236
4-Methyl-2-Pentanone <0.780 pg/L 0.780 10.0 10 08/31/21 02:49 JLB V8236
Methylene Chloride <3.30 pg/L 3.30 20.0 10 08/31/21 02:49 JLB V8236
Naphthalene 151 pg/L 4.70 10.0 10 08/31/21 02:49 JLB V8236
n-Propylbenzene 79.7 pg/L 1.90 5.00 10 08/31/21 02:49 JLB V8236
Styrene <2.20 pg/L 2.20 5.00 10 08/31/21 02:49 JLB V8236
1,1,1,2-Tetrachloroethane <1.60 pg/L 1.60 5.00 10 08/31/21 02:49 JLB V8236
1,1,2,2-Tetrachloroethane <1.60 pg/L 1.60 5.00 10 08/31/21 02:49 JLB V8236
Tetrachloroethene <2.20 pg/L 2.20 5.00 10 08/31/21 02:49 JLB V8236
Toluene <2.20 pg/L 2.20 5.00 10 08/31/21 02:49 JLB V8236
1,2,3-Trichlorobenzene <3.80 pg/L 3.80 5.00 10 08/31/21 02:49 JLB V8236
1,2,4-Trichlorobenzene <3.10 pg/L 3.10 5.00 10 08/31/21 02:49 JLB V8236
1,1,1-Trichloroethane <1.60 pg/L 1.60 5.00 10 08/31/21 02:49 JLB V8236
1,1,2-Trichloroethane <0.960 pg/L 0.960 5.00 10 08/31/21 02:49 JLB V8236
Trichloroethene 6.27 pg/L 1.80 5.00 10 08/31/21 02:49 JLB V8236
Trichlorofluoromethane <1.80 pg/L 1.80 5.00 10 08/31/21 02:49 JLB V8236
1,2,3-Trichloropropane <2.70 pg/L 2.70 5.00 10 08/31/21 02:49 JLB V8236
1,2,4-Trimethylbenzene 500 pg/L 1.90 5.00 10 08/31/21 02:49 JLB V8236
1,3,5-Trimethylbenzene 131 pg/L 1.80 5.00 10 08/31/21 02:49 JLB V8236
Vinyl Acetate <10.0 pg/L 10.0 50.0 10 08/31/21 02:49 JLB V8236
Vinyl Chloride <1.70 pg/L 1.70 5.00 10 08/31/21 02:49 JLB V8236
o-Xylene <2.10 pg/L 2.10 5.00 10 08/31/21 02:49 JLB V8236
Qualifiers/ * Outside QC Limit DF Dilution Factor
Definitions I Recovery out of range J Estimated value
MQL Method Quantitation Limit
Page 11 of 42

IA?
Waypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project CDA-044
Shannon Cottrill Report Date : 08/31/2021
2923 South Tryon St.Ste 100 Information : Received : 08/24/2021
Charlotte, NC 28203
Report Number:21-236-0008 REPORT OF ANALYSIS
Lab No: 94144 Matrix: Aqueous
Sample ID:MW-8 Sampled: 8/24/2021 8:30
Analytical Method: 6200E Prep Batch(es): V8232 08/30/21 09:00
Prep Method: 6200 PT
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
m,p-Xylene 76.7 pg/L 4.20 10.0 10 08/31/21 02:49 JLB V8236
Xylene(Total) 76.7 ug/L 2.10 5.00 10 08/31/21 02:49 V8236
Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130% 10 08/31/21 02:49 JLB V8236
Surrogate: Dibromofluoromethane 99.0 Limits: 70-130% 10 08/31/21 02:49 JLB V8236
Surrogate: 1,2-Dichloroethane-d4 97.0 Limits: 70-130% 10 08/31/21 02:49 JLB V8236
Surrogate:Toluene-d8 98.0 Limits: 70-130% 10 08/31/21 02:49 JLB V8236
Analytical Method: 625.1 Prep Batch(es): V8007 08/25/21 10:00
Prep Method: 625.1(Prep)
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acenaphthene <7.19 Pg/L 7.19 10.1 1 08/26/21 19:36 JMV V8239
Acenaphthylene <7.01 pg/L 7.01 20.2 1 08/26/21 19:36 JMV V8239
Anthracene <6.64 pg/L 6.64 10.1 1 08/26/21 19:36 JMV V8239
Benzidine <5.13 pg/L 5.13 10.1 1 08/26/21 19:36 JMV V8239
Benzo(a)anthracene <6.72 ug/L 6.72 10.1 1 08/26/21 19:36 JMV V8239
Benzo(a)pyrene <4.72 pg/L 4.72 10.1 1 08/26/21 19:36 JMV V8239
Benzo(b)fluoranthene <4.57 pg/L 4.57 10.1 1 08/26/21 19:36 JMV V8239
Benzo(g,h,i)perylene <4.28 pg/L 4.28 10.1 1 08/26/21 19:36 JMV V8239
Benzo(k)fluoranthene <4.91 ug/L 4.91 10.1 1 08/26/21 19:36 JMV V8239
Benzoic Acid <11.6 pg/L 11.6 50.5 1 08/26/21 19:36 JMV V8239
Benzyl alcohol <8.69 pg/L 8.69 10.1 1 08/26/21 19:36 JMV V8239
Bis(2-Chloroethoxy)methane <5.73 pg/L 5.73 10.1 1 08/26/21 19:36 JMV V8239
Qualifiers/ * Outside QC Limit DF Dilution Factor
Definitions I Recovery out of range J Estimated value
MQL Method Quantitation Limit
Page 12 of 42

V
WaVpolnt 449 Springbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project CDA-044
Shannon Cottrill Report Date: 08/31/2021
2923 South Tryon St.Ste 100 Information: Received : 08/24/2021
Charlotte, NC 28203
Report Number:21-236-0008 REPORT OF ANALYSIS
Lab No: 94144 Matrix: Aqueous
Sample ID:MW-8 Sampled: 8/24/2021 8:30
Analytical Method: 625.1 Prep Batch(es): V8007 08/25/21 10:00
Prep Method: 625.1 (Prep)
Test Results Units MDL MOL DF Date/Time By Analytical
Analyzed Batch
Bis(2-Chloroethyl)ether <7.37 pg/L 7.37 10.1 1 08/26/21 19:36 JMV V8239
Bis(2-Chloroisopropyl)ether <6.66 pg/L 6.66 10.1 1 08/26/21 19:36 JMV V8239
Bis(2-ethylhexyl)phthalate <8.89 pg/L 8.89 10.1 1 08/26/21 19:36 JMV V8239
4-Bromophenyl phenyl ether <6.32 ug/L 6.32 20.2 1 08/26/21 19:36 JMV V8239
Butyl benzyl phthalate <4.58 ug/L 4.58 10.1 1 08/26/21 19:36 JMV V8239
4-Chloro-3-methylphenol <5.28 pg/L 5.28 10.1 1 08/26/21 19:36 JMV V8239
2-Chloronaphthalene <7.45 pg/L 7.45 20.2 1 08/26/21 19:36 JMV V8239
2-Chlorophenol <6.65 pg/L 6.65 10.1 1 08/26/21 19:36 JMV V8239
4-Chlorophenyl phenyl ether <7.06 pg/L 7.06 20.2 1 08/26/21 19:36 JMV V8239
Chrysene <5.43 pg/L 5.43 10.1 1 08/26/21 19:36 JMV V8239
Dibenz(a,h)anthracene <6.07 pg/L 6.07 20.2 1 08/26/21 19:36 JMV V8239
Dibenzofuran <5.13 ug/L 5.13 20.2 1 08/26/21 19:36 JMV V8239
1,2-Dichlorobenzene <5.97 pg/L 5.97 10.1 1 08/26/21 19:36 JMV V8239
1,3-Dichlorobenzene <5.89 ug/L 5.89 10.1 1 08/26/21 19:36 JMV V8239
1,4-Dichlorobenzene <5.97 Ng/L 5.97 10.1 1 08/26/21 19:36 JMV V8239
3,3'-Dichlorobenzidine <6.67 pg/L 6.67 10.1 1 08/26/21 19:36 JMV V8239
2,4-Dichlorophenol <5.60 ug/L 5.60 10.1 1 08/26/21 19:36 JMV V8239
Diethyl phthalate <9.44 pg/L 9.44 20.2 1 08/26/21 19:36 JMV V8239
Dimethyl phthalate <7.90 pg/L 7.90 10.1 1 08/26/21 19:36 JMV V8239
2,4-Dimethylphenol <11.0 pg/L 11.0 20.2 1 08/26/21 19:36 JMV V8239
Di-n-butyl phthalate <7.42 pg/L 7.42 10.1 1 08/26/21 19:36 JMV V8239
4,6-Dinitro-2-methylphenol <10.0 ug/L 10.0 30.3 1 08/26/21 19:36 JMV V8239
Qualifiers/ * Outside QC Limit DF Dilution Factor
Definitions I Recovery out of range J Estimated value
MQL Method Quantitation Limit
Page 13 of 42

vo
Waypount 449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project CDA-044
Shannon Cottrill Report Date: 08/31/2021
' 2923 South Tryon St.Ste 100 Information : Received: 08/24/2021
Charlotte, NC 28203
Report Number:21-236-0008 REPORT OF ANALYSIS
Lab No: 94144 Matrix: Aqueous
Sample ID: MW-8 Sampled: 8/24/2021 8:30
Analytical Method: 625.1 Prep Batch(es): V8007 08/25/21 10:00
Prep Method: 625.1 (Prep)
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
2,4-Dinitrophenol <10.7 pg/L 10.7 30.3 1 08/26/21 19:36 JMV V8239
2,4-Dinitrotoluene <5.25 pg/L 5.25 10.1 1 08/26/21 19:36 JMV V8239
2,6-Dinitrotoluene <5.96 pg/L 5.96 20.2 1 08/26/21 19:36 JMV V8239
Di-n-Octyl Phthalate <5.06 pg/L 5.06 10.1 1 08/26/21 19:36 JMV V8239
Fluoranthene <6.09 pg/L 6.09 10.1 1 08/26/21 19:36 JMV V8239
Fluorene <7.34 pg/L 7.34 10.1 1 08/26/21 19:36 JMV V8239
Hexachlorobenzene <5.81 pg/L 5.81 20.2 1 08/26/21 19:36 JMV V8239
Hexachlorobutadiene <5.94 pg/L 5.94 20.2 1 08/26/21 19:36 JMV V8239
Hexachlorocyclopentadiene <5.96 pg/L 5.96 20.2 1 08/26/21 19:36 JMV V8239
Hexachloroethane <5.27 pg/L 5.27 10.1 1 08/26/21 19:36 JMV V8239
Indeno(1,2,3-cd)pyrene <6.26 pg/L 6.26 10.1 1 08/26/21 19:36 JMV V8239
Isophorone <6.78 pg/L 6.78 10.1 1 08/26/21 19:36 JMV V8239
Naphthalene 346 pg/L 39.8 50.5 5 08/27/21 10:31 JMV V8239
Nitrobenzene <7.96 pg/L 7.96 10.1 1 08/26/21 19:36 JMV V8239
2-Nitrophenol <5.54 pg/L 5.54 10.1 1 08/26/21 19:36 JMV V8239
4-Nitrophenol <2.84 pg/L 2.84 10.1 1 08/26/21 19:36 JMV V8239
N-Nitrosodiphenylamine <11.0 pg/L 11.0 20.2 1 08/26/21 19:36 JMV V8239
N-Nitroso-di-n-propylamine <8.18 pg/L 8.18 20.2 1 08/26/21 19:36 JMV V8239
Pentachlorophenol <9.83 pg/L 9.83 50.5 1 08/26/21 19:36 JMV V8239
Phenanthrene 8.673 pg/L 6.40 10.1 1 08/26/21 19:36 JMV V8239
Phenol <2.89 pg/L 2.89 10.1 1 08/26/21 19:36 JMV V8239
Pyrene <5.47 pg/L 5.47 10.1 1 08/26/21 19:36 JMV V8239
Qualifiers/ * Outside QC Limit DF Dilution Factor
Definitions I Recovery out of range J Estimated value
MQL Method Quantitation Limit
Page 14 of 42

0
w
Waypoi nt 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project CDA-044
Shannon Cottrill Report Date: 08/31/2021
2923 South Tryon St.Ste 100 Information : Received : 08/24/2021
Charlotte, NC 28203
Report Number:21 236-0008
REPORT OF ANALYSIS
Lab No: 94144 Matrix: Aqueous
Sample ID:MW-8 Sampled: 8/24/2021 8:30
Analytical Method: 625.1 Prep Batch(es): V8007 08/25/21 10:00
Prep Method: 625.1(Prep)
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
1,2,4-Trichlorobenzene <6.31 pg/L 6.31 10.1 1 08/26/21 19:36 JMV V8239
2,4,6-Trichlorophenol <6.35 Ng/L 6.35 20.2 1 08/26/21 19:36 JMV V8239
Surrogate: Phenol-d5 0.933 * Limits: 10-63% 1 08/26/21 19:36 JMV V8239
Surrogate: 2-Fluorobiphenyl 80.4 Limits:49-118% 1 08/26/21 19:36 JMV V8239 1
Surrogate: 2-Fluorophenol 79.9 Limits: 22-84% 1 08/26/21 19:36 JMV V8239
Surrogate: Nitrobenzene-d5 I * Limits:43-123% 1 08/26/21 19:36 JMV V8239
Surrogate: 4-Terphenyl-d14 105 Limits:49-151% 1 08/26/21 19:36 JMV V8239
Surrogate:2,4,6-Tribromophenol 140 Limits: 31-144% 1 08/26/21 19:36 JMV V8239
Surrogate: Phenol-d5 30.6 Limits: 10-63% 5 08/27/21 10:31 JMV V8239
Surrogate: 2-Fluorobiphenyl 96.6 Limits:49-118% 5 08/27/21 10:31 JMV V8239
Surrogate: 2-Fluorophenol 44.2 Limits: 22-84% 5 08/27/21 10:31 JMV V8239
Surrogate: Nitrobenzene-d5 37.0 * Limits:43-123% 5 08/27/21 10:31 JMV V8239
Surrogate:4-Terphenyl-d14 102 Limits:49-151% 5 08/27/21 10:31 JMV V8239
Surrogate: 2,4,6-Tribromophenol 92.5 Limits: 31-144% 5 08/27/21 10:31 JMV V8239
Qualifiers/ * Outside QC Limit DF Dilution Factor
Definitions
I Recovery out of range J Estimated value
MQL Method Quantitation Limit
Page 15 of 42

\f(aypoiflt, 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project CDA-044
Shannon Cottrill Report Date: 08/31/2021
2923 South Tryon St.Ste 100 Information : Received : 08/24/2021
Charlotte , NC 28203
Report Number:21-236-0008 REPORT OF ANALYSIS
Lab No: 94144 Matrix: Aqueous
Sample ID:MW-8 Sampled: 8/24/2021 8:30
Analytical Method: MADEP-EPH Prep Batch(es): V8006 08/25/21 10:00
Prep Method: MAEPH(Prep)
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Aliphatic C9-C18 14400 pg/L 28.2 350 1 08/28/21 18:09 ZRC V8193
Aliphatic C19-C36 139] pg/L 124 500 1 08/28/21 18:09 ZRC V8193
Aromatic C11-C22 5470 u9/L 61.2 250 1 08/28/21 18:09 ZRC V8193
Surrogate: 2-Bromonaphthalene 91.5 Limits:40-140% 1 08/28/21 18:09 ZRC V8193
Surrogate: Chlorooctadecane 79.5 Limits:40-140% 1 08/28/21 18:09 ZRC V8193
Surrogate: OTP Surrogate 67.5 Limits:40-140% 1 08/28/21 18:09 ZRC V8193
Surrogate: 2-Fluorobiphenyl 129 Limits: 40-140% 1 08/28/21 18:09 ZRC V8193
Analytical Method: MADEP-VPH Prep Batch(es): V7960 08/24/21 08:00
Prep Method: MAVPH(Prep)
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Aliphatic C5-C8 211 pg/L 11.5 50.0 1 08/24/21 16:45 TBL V7961
Aliphatic C9-C12 4820 pg/L 258 500 10 08/25/21 09:04 TBL V7961
Aromatic C9-C10 2480 pg/L 40.2 500 10 08/25/21 09:04 TBL V7961
Surrogate: 2,5-Dibromotoluene(FID) 9.23 * Limits: 70-130% 1 08/24/21 16:45 TBL V7961
Surrogate: 2,5-Dibromotoluene(PID) 7.83 * Limits: 70-130% 1 08/24/21 16:45 TBL V7961
Surrogate: 2,5-Dibromotoluene(FID) 95.8 Limits: 70-130% 10 08/25/21 09:04 TBL V7961
Surrogate: 2,5-Dibromotoluene(PID) 90.8 Limits: 70-130% 10 08/25/21 09:04 TBL V7961
Qualifiers/ * Outside QC Limit DF Dilution Factor
Definitions I Recovery out of range J Estimated value
MQL Method Quantitation Limit
Page 16 of 42

wo
Waypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Analytical Batch: V8063
Analysis Method: 1664E-SGT
Analysis Description: Oil and Grease-TPH
Lab Reagent Blank LRB Matrix:AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed
Parameter Units Result
SGT HEM: Non-Polar Material mg/L 1.6 1.5 5.0 08/26/21 10:26
Ongoing Precision and Recovery OPR
Spike OPR % Analyzed %Rec Qualifie
Parameter Units Conc. Result Recovery Limits
SGT HEM: Non-Polar Material mg/L 40.0 37.2 93.0 08/26/21 10:26 64-132
Date: 08/31/2021 04:20 PM Page 1 of 24
Page 17 of 42

w°
\ Fa4pOiflt 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Analytical Batch: V8018
Analysis Method: 2540D-2015
Analysis Description: Total Suspended Solids
Lab Reagent Blank LRB Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed
Parameter Units Result
Total Suspended Solids mg/L <0.7 0.7 2.5 08/25/21 15:00
Laboratory Control Sample LCS
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
Total Suspended Solids mg/L 480 470 98.0 90-110
Duplicate V 94192-DUP
Result DUP RPD Max RPD Analyzed
Parameter Units Result
Total Suspended Solids mg/L 3800 3800 0.0 10 08/25/21 15:00
Date: 08/31/2021 04:20 PM Page 2 of 24
Page 18 of 42

w°
Waypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Analytical Batch: V8174
Analysis Method: 420.1
Analysis Description: Total Recoverable Phenolics
Lab Reagent Blank LRB Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed
Parameter Units Result
Phenols(Total) mg/L <0.015 0.015 0.050 08/31/21 09:05
Laboratory Control Sample LCS
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
Phenols(Total) mg/L 0.500 0.491 98.0 80-120
Matrix Spike&Matrix Spike Duplicate V 94144-MS V 94144-MSD
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
Phenols(Total) mg/L < 0.015 0.500 0.500 0.543 0.544 109 109 80-120 0.1 20.0
Date: 08/31/2021 04:20 PM Page 3 of 24
Page 19 of 42

w°
\Waypount 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QYt
C Analytical Batch: V7992
Analysis Method: 4500H+B-2011
Analysis Description: pH
Laboratory Control Sample LCS
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
pH s.u. 6.86 6.84 100 3.54-101/
Laboratory Control Sample LCS21
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
pH s.u. 6.86 6.87 100 3.54-101/
Duplicate V 94144-DUP
Result DUP Criteria Analyzed
Parameter Units Result
pH s.u. 6.57 6.60 +/-0.1 08/25/21 10:05
Date: 08/31/2021 04:20 PM Page 4 of 24
Page 20 of 42

1
1
\#Vaypoint. 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: L571257 QC Analytical Batch(es): L571261
QC Prep Batch Method: 5310C-2011 Analysis Method: 5310C-2011
Analysis Description: Total Organic Carbon
Lab Reagent Blank LRB-L571257 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed
Parameter Units Result
TOC mg/L <0.500 0.500 1.00 08/26/21 14:19
Laboratory Control Sample LCS-L571257
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
TOC mg/L 1.00 1.10 110 85-115
Duplicate L 95110-DUP-L571257
Result DUP RPD Max RPD Analyzed
Parameter Units Result
TOC mg/L 2.70 2.63 2.6 20.0 08/27/21 01:15
Matrix Spike L 95112-MS-L571257
MS Spike MSD MS Result MSD MS %Rec Max
Parameter Units Result Conc. Spike Result %Rec Limits RPD
Conc.
TOC mg/L 2.64 5.26 8.05 103 70-130
Date: 08/31/2021 04:20 PM Page 5 of 24
Page 21 of 42

w
\ Iaypount 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8046 QC Analytical Batch(es): V8125
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Lab Reagent Blank LRB-V8046 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed
Parameter Units Result
Arsenic pg/L <0.170 0.170 1.00 08/26/21 17:43
Barium pg/L 0.869 0.810 10.0 08/26/21 17:43
Cadmium pg/L <0.160 0.160 1.00 08/26/21 17:43
Chromium pg/L <0.790 0.790 2.00 08/26/21 17:43
Lead pg/L <0.260 0.260 1.00 08/26/21 17:43
Selenium pg/L <0.740 0.740 5.00 08/26/21 17:43
Silver pg/L <0.110 0.110 1.00 08/26/21 17:43
Laboratory Control Sample LCS-V8046
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
Arsenic pg/L 100 97.4 97.0 80-120
Barium pg/L 100 98.4 98.0 80-120
Cadmium pg/L 100 98.4 98.0 80-120
Chromium pg/L 100 99.0 99.0 80-120
Lead pg/L 100 97.7 98.0 80-120
Selenium pg/L 100 96.1 96.0 80-120
Silver pg/L 100 99.6 100 80-120
Matrix Spike&Matrix Spike Duplicate V 94144-MS-V8046 V 94144-MSD-V8046
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
Arsenic pg/L 0.829 100 100 95.8 97.3 96.0 97.0 75-125 1.5 20.0
Barium pg/L 93.5 100 100 193 190 100 97.0 75-125 1.5 20.0
Cadmium pg/L < 0.160 100 100 97.2 97.0 97.0 97.0 75-125 0.2 20.0
Chromium pg/L < 0.790 100 100 96.9 91.0 97.0 91.0 75-125 6.2 20.0
Date: 08/31/2021 04:20 PM Page 6 of 24
Page 22 of 42

1
w
Waypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8046 QC Analytical Batch(es): V8125
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Matrix Spike&Matrix Spike Duplicate V 94144-MS-V8046 V 94144-MSD-V8046
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
Lead pg/L < 0.260 100 100 97.6 97.7 98.0 98.0 75-125 0.1 20.0
Selenium pg/L < 0.740 100 100 97.3 97.8 97.0 98.0 75-125 0.5 20.0
Silver pg/L < 0.110 100 100 100 99.4 100 99.0 75-125 0.6 20.0
Post Digestion Spike V 94144-PDS-V8046
PDS % Analyzed
Parameter Units Result Recovery
Arsenic pg/L 49.4 99.0 08/26/21 18:12
Barium pg/L 94.0 97.0 08/26/21 18:12
Cadmium pg/L 48.2 96.0 08/26/21 18:12
Chromium pg/L 48.2 96.0 08/26/21 18:12
Lead pg/L 48.6 97.0 08/26/21 18:12
Selenium pg/L 47.7 95.0 08/26/21 18:12
Silver pg/L 49.3 99.0 08/26/21 18:12
Date: 08/31/2021 04:20 PM Page 7 of 24
Page 23 of 42
1

1
w°
Waypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8232 QC Analytical Batch(es): V8236
QC Prep Batch Method: 6200 PT Analysis Method: 6200E
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V8232 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
Acetone pg/L <1.80 1.80 10.0 08/31/21 00:01
Benzene pg/L <0.180 0.180 0.500 08/31/21 00:01
Bromobenzene pg/L <0.210 0.210 0.500 08/31/21 00:01
Bromochloromethane pg/L <0.420 0.420 1.00 08/31/21 00:01
Bromodichloromethane pg/L <0.160 0.160 0.500 08/31/21 00:01
Bromoform pg/L <1.50 1.50 5.00 08/31/21 00:01
Bromomethane pg/L <0.280 0.280 1.00 08/31/21 00:01
n-Butylbenzene pg/L <0.180 0.180 0.500 08/31/21 00:01
sec-Butyl benzene pg/L <0.200 0.200 0.500 08/31/21 00:01
tert-Butyl benzene pg/L <0.920 0.920 2.00 08/31/21 00:01
Carbon Tetrachloride pg/L <0.180 0.180 0.500 08/31/21 00:01
Chlorobenzene pg/L <0.190 0.190 0.500 08/31/21 00:01
Chlorodibromomethane pg/L <0.190 0.190 0.500 08/31/21 00:01
Chloroethane pg/L <0.430 0.430 1.00 08/31/21 00:01
Chloroform pg/L <0.220 0.220 0.500 08/31/21 00:01
Chloromethane pg/L <0.220 0.220 0.500 08/31/21 00:01
2-Chlorotoluene pg/L <0.200 0.200 0.500 08/31/21 00:01
4-Chlorotoluene pg/L <0.200 0.200 0.500 08/31/21 00:01
Di-Isopropyl Ether(DIPE) pg/L <0.500 0.500 0.500 08/31/21 00:01
1,2-Dibromo-3-Chloropropane pg/L <1.10 1.10 2.00 08/31/21 00:01
1,2-Dibromoethane pg/L <0.200 0.200 0.500 08/31/21 00:01
Dibromomethane pg/L <0.230 0.230 0.500 08/31/21 00:01
1,2-Dichlorobenzene pg/L <0.220 0.220 0.500 08/31/21 00:01
1,3-Dichlorobenzene pg/L <0.190 0.190 0.500 08/31/21 00:01
1,4-Dichlorobenzene pg/L <0.210 0.210 0.500 08/31/21 00:01
Dichlorodifluoromethane pg/L <1.20 1.20 5.00 08/31/21 00:01
1,1-Dichloroethane pg/L <0.240 0.240 0.500 08/31/21 00:01
Date: 08/31/2021 04:20 PM Page 8 of 24
Page 24 of 42

1
VVaypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8232 QC Analytical Batch(es): V8236
1 QC Prep Batch Method: 6200 PT Analysis Method: 6200E
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V8232 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
I
1,2-Dichloroethane pg/L <0.150 0.150 0.500 08/31/21 00:01
1,1-Dichloroethene pg/L <0.150 0.150 0.500 08/31/21 00:01
cis-1,2-Dichloroethene pg/L <0.200 0.200 0.500 08/31/21 00:01
trans-1,2-Dichloroethene pg/L <0.180 0.180 0.500 08/31/21 00:01
1,2-Dichloropropane pg/L <0.190 0.190 0.500 08/31/21 00:01
1,3-Dichloropropane pg/L <0.130 0.130 0.500 08/31/21 00:01
2,2-Dichloropropane pg/L <0.210 0.210 2.00 08/31/21 00:01
1,1-Dichloropropene pg/L <0.200 0.200 0.500 08/31/21 00:01
cis-1,3-Dichloropropene pg/L <0.210 0.210 0.500 08/31/21 00:01
trans-1,3-Dichloropropene pg/L <0.150 0.150 0.500 08/31/21 00:01
Ethanol pg/L <42.0 42.0 200 08/31/21 00:01
Ethylbenzene pg/L <0.170 0.170 0.500 08/31/21 00:01
Hexachlorobutadiene pg/L <0.350 0.350 3.00 08/31/21 00:01
2-Hexanone pg/L <0.380 0.380 1.00 08/31/21 00:01
Isopropylbenzene pg/L <0.180 0.180 0.500 08/31/21 00:01
4-Isopropyl toluene pg/L <0.089 0.089 0.500 08/31/21 00:01
Methyl Ethyl Ketone(MEK) pg/L <0.710 0.710 5.00 08/31/21 00:01
Methyl tert-butyl ether(MTBE) pg/L <0.140 0.140 1.00 08/31/21 00:01
4-Methyl-2-Pentanone pg/L <0.078 0.078 1.00 08/31/21 00:01
Methylene Chloride pg/L <0.330 0.330 2.00 08/31/21 00:01
Naphthalene pg/L <0.470 0.470 1.00 08/31/21 00:01
n-Propylbenzene pg/L <0.190 0.190 0.500 08/31/21 00:01
Styrene pg/L <0.220 0.220 0.500 08/31/21 00:01
1,1,1,2-Tetrachloroethane pg/L <0.160 0.160 0.500 08/31/21 00:01
1,1,2,2-Tetrachloroethane pg/L <0.160 0.160 0.500 08/31/21 00:01
Tetrachloroethene pg/L <0.220 0.220 0.500 08/31/21 00:01
Toluene pg/L <0.220 0.220 0.500 08/31/21 00:01
Date: 08/31/2021 04:20 PM Page 9 of 24
Page 25 of 42

w°
•
VVäypoint., 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8232 QC Analytical Batch(es): V8236
QC Prep Batch Method: 6200 PT Analysis Method: 6200B
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V8232 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
1,2,3-Trichlorobenzene pg/L <0.380 0.380 0.500 08/31/21 00:01
1,2,4-Trichlorobenzene pg/L <0.310 0.310 0.500 08/31/21 00:01
1,1,1-Trichloroethane pg/L <0.160 0.160 0.500 08/31/21 00:01
1,1,2-Trichloroethane pg/L <0.096 0.096 0.500 08/31/21 00:01
Trichloroethene pg/L <0.180 0.180 0.500 08/31/21 00:01
Trichlorofluoromethane pg/L <0.180 0.180 0.500 08/31/21 00:01
1,2,3-Trichloropropane pg/L <0.270 0.270 0.500 08/31/21 00:01
1,2,4-Trimethylbenzene pg/L <0.190 0.190 0.500 08/31/21 00:01
1,3,5-Trimethylbenzene pg/L <0.180 0.180 0.500 08/31/21 00:01
Vinyl Acetate pg/L <1.00 1.00 5.00 08/31/21 00:01
Vinyl Chloride pg/L <0.170 0.170 0.500 08/31/21 00:01
o-Xylene pg/L <0.210 0.210 0.500 08/31/21 00:01
m,p-Xylene pg/L <0.420 0.420 1.00 08/31/21 00:01
4-Bromofluorobenzene(S) 08/31/21 00:01 103 70-130
Dibromofluoromethane(S) 08/31/21 00:01 99.0 70-130
1,2-Dichloroethane-d4(S) 08/31/21 00:01 97.6 70-130
Toluene-d8(S) 08/31/21 00:01 99.4 70-130
Laboratory Control Sample&LCSD LCS-V8232 LCSD-V8232
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Acetone pg/L 40.0 43.0 43.3 108 108 40-160 0.6 20.0
Benzene pg/L 20.0 20.7 20.0 104 100 70-130 3.4 20.0
Bromobenzene pg/L 20.0 19.1 19.1 95.5 95.5 70-130 0.0 20.0
Bromochloromethane pg/L 20.0 19.1 18.7 95.5 93.5 70-130 2.1 20.0
Bromodichloromethane pg/L 20.0 20.3 19.7 102 98.5 70-130 3.0 20.0
Date: 08/31/2021 04:20 PM Page 10 of 24
Page 26 of 42

w•
Waypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
1 Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8232 QC Analytical Batch(es): V8236
QC Prep Batch Method: 6200 PT Analysis Method: 6200E
Analysis Description: Volatile Organic Compounds-GC/MS
Laboratory Control Sample&LCSD LCS-V8232 LCSD-V8232
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Bromoform pg/L 20.0 17.4 17.4 87.0 87.0 70-130 0.0 20.0
Bromomethane pg/L 20.0 18.5 17.9 92.5 89.5 60-140 3.2 20.0
n-Butylbenzene pg/L 20.0 20.0 19.5 100 97.5 70-130 2.5 20.0
sec-Butyl benzene pg/L 20.0 19.0 18.5 95.0 92.5 70-130 2.6 20.0
tert-Butyl benzene pg/L 20.0 19.0 18.7 95.0 93.5 70-130 1.5 20.0
Carbon Tetrachloride pg/L 20.0 19.8 19.1 99.0 95.5 70-130 3.5 20.0
Chlorobenzene pg/L 20.0 18.5 18.9 92.5 94.5 70-130 2.1 20.0
Chlorodibromomethane pg/L 20.0 18.5 18.2 92.5 91.0 70-130 1.6 20.0
Chloroethane pg/L 20.0 24.4 23.1 122 116 60-140 5.4 20.0
Chloroform pg/L 20.0 19.5 19.3 97.5 96.5 70-130 1.0 20.0
Chloromethane pg/L 20.0 20.8 21.0 104 105 60-140 0.9 20.0
2-Chlorotoluene pg/L 20.0 20.4 20.1 102 101 70-130 1.4 20.0
4-Chlorotoluene pg/L 20.0 19.3 19.0 96.5 95.0 70-130 1.5 20.0
Di-Isopropyl Ether(DIPE) pg/L 20.0 21.2 20.6 106 103 70-130 2.8 20.0
1,2-Dibromo-3-Chloropropane pg/L 20.0 19.8 18.8 99.0 94.0 70-130 5.1 20.0
1,2-Dibromoethane pg/L 20.0 18.2 19.0 91.0 95.0 70-130 4.3 20.0
Dibromomethane pg/L 20.0 19.4 18.3 97.0 91.5 70-130 5.8 20.0
1,2-Dichlorobenzene pg/L 20.0 18.6 18.6 93.0 93.0 70-130 0.0 20.0
1,3-Dichlorobenzene pg/L 20.0 18.9 18.7 94.5 93.5 70-130 1.0 20.0
1,4-Dichlorobenzene pg/L 20.0 18.0 18.2 90.0 91.0 70-130 1.1 20.0
Dichlorodifluoromethane pg/L 20.0 18.3 17.9 91.5 89.5 60-140 2.2 20.0
I 1,1-Dichloroethane pg/L 20.0 20.8 20.5 104 103 70-130 1.4 20.0
1,2-Dichloroethane pg/L 20.0 18.6 18.6 93.0 93.0 70-130 0.0 20.0
1,1-Dichloroethene pg/L 20.0 20.3 19.0 102 95.0 70-130 6.6 20.0
cis-1,2-Dichloroethene pg/L 20.0 21.1 20.8 106 104 70-130 1.4 20.0
trans-1,2-Dichloroethene pg/L 20.0 21.5 20.3 108 102 70-130 5.7 20.0
Date: 08/31/2021 04:20 PM Page 11 of 24
Page 27 of 42

0
•
�1'
\Näypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8232 QC Analytical Batch(es): V8236
QC Prep Batch Method: 6200 PT Analysis Method: 6200E
Analysis Description: Volatile Organic Compounds-GC/MS
Laboratory Control Sample&LCSD LCS-V8232 LCSD-V8232
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
1,2-Dichloropropane pg/L 20.0 20.4 20.0 102 100 70-130 1.9 20.0
1,3-Dichloropropane pg/L 20.0 19.0 18.7 95.0 93.5 70-130 1.5 20.0
2,2-Dichloropropane pg/L 20.0 21.8 20.7 109 104 70-130 5.1 20.0
1,1-Dichloropropene pg/L 20.0 20.7 19.5 104 97.5 70-130 5.9 20.0
cis-1,3-Dichloropropene pg/L 20.0 20.4 19.6 102 98.0 70-130 4.0 20.0
trans-1,3-Dichloropropene pg/L 20.0 20.4 19.6 102 98.0 70-130 4.0 20.0
Ethanol pg/L 500 569 570 114 114 60-140 0.1 20.0
Ethylbenzene pg/L 20.0 18.7 18.6 93.5 93.0 70-130 0.5 20.0
Hexachlorobutadiene pg/L 20.0 20.5 19.5 103 97.5 70-130 5.0 20.0
2-Hexanone pg/L 20.0 20.0 20.2 100 101 60-140 0.9 20.0
Isopropylbenzene pg/L 20.0 19.5 18.9 97.5 94.5 70-130 3.1 20.0
4-Isopropyl toluene pg/L 20.0 19.2 18.9 96.0 94.5 70-130 1.5 20.0
Methyl Ethyl Ketone(MEK) pg/L 20.0 19.7 21.2 98.5 106 60-140 7.3 20.0
Methyl tert-butyl ether(MTBE) pg/L 20.0 19.2 19.1 96.0 95.5 70-130 0.5 20.0
4-Methyl-2-Pentanone pg/L 20.0 20.8 20.1 104 101 60-140 3.4 20.0
Methylene Chloride pg/L 20.0 20.2 19.3 101 96.5 70-130 4.5 20.0
Naphthalene pg/L 20.0 18.6 18.8 93.0 94.0 70-130 1.0 20.0
n-Propylbenzene pg/L 20.0 19.5 19.4 97.5 97.0 70-130 0.5 20.0
Styrene pg/L 20.0 17.9 18.1 89.5 90.5 70-130 1.1 20.0
1,1,1,2-Tetrachloroethane pg/L 20.0 19.7 19.3 98.5 96.5 70-130 2.0 20.0
1,1,2,2-Tetrachloroethane pg/L 20.0 18.1 18.7 90.5 93.5 70-130 3.2 20.0
Tetrachloroethene pg/L 20.0 18.0 18.5 90.0 92.5 70-130 2.7 20.0
Toluene pg/L 20.0 19.6 18.9 98.0 94.5 70-130 3.6 20.0
1,2,3-Trichlorobenzene pg/L 20.0 19.0 20.0 95.0 100 70-130 5.1 20.0
1,2,4-Trichlorobenzene pg/L 20.0 20.7 20.9 104 105 70-130 0.9 20.0
1,1,1-Trichloroethane pg/L 20.0 20.8 20.2 104 101 70-130 2.9 20.0
Date: 08/31/2021 04:20 PM Page 12 of 24
Page 28 of 42

w•
Waypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8232 QC Analytical Batch(es): V8236
QC Prep Batch Method: 6200 PT Analysis Method: 6200B
Analysis Description: Volatile Organic Compounds-GC/MS
Laboratory Control Sample&LCSD LCS-V8232 LCSD-V8232
Spike LCS LCSD LCS LCSD 0/0Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
1,1,2-Trichloroethane pg/L 20.0 19.0 18.5 95.0 92.5 70-130 2.6 20.0
Trichloroethene pg/L 20.0 20.4 19.4 102 97.0 70-130 5.0 20.0
Trichlorofluoromethane pg/L 20.0 19.4 18.9 97.0 94.5 60-140 2.6 20.0
1,2,3-Trichloropropane pg/L 20.0 18.2 18.6 91.0 93.0 70-130 2.1 20.0
1,2,4-Trimethylbenzene pg/L 20.0 19.4 19.5 97.0 97.5 70-130 0.5 20.0
1,3,5-Trimethylbenzene pg/L 20.0 19.7 19.5 98.5 97.5 70-130 1.0 20.0
Vinyl Acetate pg/L 20.0 18.7 20.5 93.5 103 60-140 9.1 20.0
Vinyl Chloride pg/L 20.0 18.8 18.1 94.0 90.5 60-140 3.7 20.0
o-Xylene pg/L 20.0 18.7 19.0 93.5 95.0 70-130 1.5 20.0
m,p-Xylene pg/L 40.0 39.6 39.7 99.0 99.2 70-130 0.2 20.0
4-Bromofluorobenzene(S) 101 102 70-130
Dibromofluoromethane(S) 99.8 97.0 70-130
1,2-Dichloroethane-d4(S) 99.2 99.0 70-130
Toluene-d8(5) 98.4 101 70-130
Date: 08/31/2021 04:20 PM Page 13 of 24
Page 29 of 42

Naypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8007 QC Analytical Batch(es): V8239
QC Prep Batch Method: 625.1 (Prep) Analysis Method: 625.1
Analysis Description: 625.1-Base/Neutrals and Acids by GC/MS
Lab Reagent Blank LRB-V8007 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
Acenaphthene pg/L <7.12 7.12 10.0 08/26/21 11:13
Acenaphthylene pg/L <6.94 6.94 20.0 08/26/21 11:13
Anthracene pg/L <6.57 6.57 10.0 08/26/21 11:13
Benzidine pg/L <5.08 5.08 10.0 08/26/21 11:13
Benzo(a)anthracene pg/L <6.65 6.65 10.0 08/26/21 11:13
Benzo(a)pyrene pg/L <4.67 4.67 10.0 08/26/21 11:13
Benzo(b)fluoranthene pg/L <4.52 4.52 10.0 08/26/21 11:13
Benzo(g,h,i)perylene pg/L <4.24 4.24 10.0 08/26/21 11:13
Benzo(k)fluoranthene pg/L <4.86 4.86 10.0 08/26/21 11:13
Benzoic Acid pg/L <11.5 11.5 50.0 08/26/21 11:13
Benzyl alcohol pg/L <8.60 8.60 10.0 08/26/21 11:13
Bis(2-Chloroethoxy)methane pg/L <5.67 5.67 10.0 08/26/21 11:13
Bis(2-Chloroethyl)ether pg/L <7.30 7.30 10.0 08/26/21 11:13
Bis(2-Chloroisopropyl)ether pg/L <6.59 6.59 10.0 08/26/21 11:13
Bis(2-ethylhexyl)phthalate pg/L <8.80 8.80 10.0 08/26/21 11:13
4-Bromophenyl phenyl ether pg/L <6.26 6.26 20.0 08/26/21 11:13
Butyl benzyl phthalate pg/L <4.53 4.53 10.0 08/26/21 11:13
4-Chloro-3-methylphenol pg/L <5.23 5.23 10.0 08/26/21 11:13
2-Chloronaphthalene pg/L <7.38 7.38 20.0 08/26/21 11:13
2-Chlorophenol pg/L <6.58 6.58 10.0 08/26/21 11:13
4-Chlorophenyl phenyl ether pg/L <6.99 6.99 20.0 08/26/21 11:13
Chrysene pg/L <5.38 5.38 10.0 08/26/21 11:13
Dibenz(a,h)anthracene pg/L <6.01 6.01 20.0 08/26/21 11:13
Dibenzofuran pg/L <5.08 5.08 20.0 08/26/21 11:13
1,2-Dichlorobenzene pg/L <5.91 5.91 10.0 08/26/21 11:13
1,3-Dichlorobenzene pg/L <5.83 5.83 10.0 08/26/21 11:13
1,4-Dichlorobenzene pg/L <5.91 5.91 10.0 08/26/21 11:13
Date: 08/31/2021 04:20 PM Page 14 of 24
Page 30 of 42

1
VVaypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
' Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8007 QC Analytical Batch(es): V8239
QC Prep Batch Method: 625.1 (Prep) Analysis Method: 625.1
1 Analysis Description: 625.1-Base/Neutrals and Acids by GC/MS
Lab Reagent Blank LRB-V8007 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
3,3'-Dichlorobenzidine pg/L <6.60 6.60 10.0 08/26/21 11:13
2,4-Dichlorophenol pg/L <5.54 5.54 10.0 08/26/21 11:13
Diethyl phthalate pg/L <9.35 9.35 20.0 08/26/21 11:13
Dimethyl phthalate pg/L <7.82 7.82 10.0 08/26/21 11:13
2,4-Dimethylphenol pg/L <10.9 10.9 20.0 08/26/21 11:13
Di-n-butyl phthalate pg/L <7.35 7.35 10.0 08/26/21 11:13
4,6-Dinitro-2-methylphenol pg/L <9.92 9.92 30.0 08/26/21 11:13
2,4-Dinitrophenol pg/L <10.6 10.6 30.0 08/26/21 11:13
2,4-Dinitrotoluene pg/L <5.20 5.20 10.0 08/26/21 11:13
2,6-Dinitrotoluene pg/L <5.90 5.90 20.0 08/26/21 11:13
Di-n-Octyl Phthalate pg/L <5.01 5.01 10.0 08/26/21 11:13
Fluoranthene pg/L <6.03 6.03 10.0 08/26/21 11:13
Fluorene pg/L <7.27 7.27 10.0 08/26/21 11:13
Hexachlorobenzene pg/L <5.75 5.75 20.0 08/26/21 11:13
Hexachlorobutadiene pg/L <5.88 5.88 20.0 08/26/21 11:13
Hexachlorocyclopentadiene pg/L <5.90 5.90 20.0 08/26/21 11:13
Hexachloroethane pg/L <5.22 5.22 10.0 08/26/21 11:13
Indeno(1,2,3-cd)pyrene pg/L <6.20 6.20 10.0 08/26/21 11:13
Isophorone pg/L <6.71 6.71 10.0 08/26/21 11:13
Naphthalene pg/L <7.88 7.88 10.0 08/26/21 11:13
j Nitrobenzene pg/L <7.88 7.88 10.0 08/26/21 11:13
2-Nitrophenol pg/L <5.49 5.49 10.0 08/26/21 11:13
4-Nitrophenol pg/L <2.81 2.81 10.0 08/26/21 11:13
N-Nitrosodiphenylamine pg/L <10.9 10.9 20.0 08/26/21 11:13
N-Nitroso-di-n-propylamine pg/L <8.10 8.10 20.0 08/26/21 11:13
Pentachlorophenol pg/L <9.73 9.73 50.0 08/26/21 11:13
I
Phenanthrene pg/L <6.34 6.34 10.0 08/26/21 11:13
Date: 08/31/2021 04:20 PM Page 15 of 24
Page 31 of 42

w°
Waypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8007 QC Analytical Batch(es): V8239
QC Prep Batch Method: 625.1 (Prep) Analysis Method: 625.1
Analysis Description: 625.1-Base/Neutrals and Acids by GC/MS
Lab Reagent Blank LRB-V8007 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
Phenol pg/L <2.86 2.86 10.0 08/26/21 11:13
Pyrene pg/L <5.42 5.42 10.0 08/26/21 11:13
1,2,4-Trichlorobenzene pg/L <6.25 6.25 10.0 08/26/21 11:13
2,4,6-Trichlorophenol pg/L <6.29 6.29 20.0 08/26/21 11:13
2-Fluorobiphenyl(S) 08/26/21 11:13 75.6 49-118
2-Fluorophenol(S) 08/26/21 11:13 40.7 22-84
Nitrobenzene-d5(5) 08/26/21 11:13 68.6 43-123
4-Terphenyl-d14(5) 08/26/21 11:13 100 49-151
2,4,6-Tribromophenol(S) 08/26/21 11:13 91.6 31-144
Phenol-d5(S) 08/26/21 11:13 26.4 10-63
Laboratory Control Sample LCS-V8007
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
Acenaphthene pg/L 50.0 42.1 84.2 47-145
Acenaphthylene pg/L 50.0 44.2 88.4 33-145
Anthracene pg/L 50.0 49.5 99.0 27-133
Benzidine pg/L 50.0 38.1 76.2 15-150
Benzo(a)anthracene pg/L 50.0 49.0 98.0 33-143
Benzo(a)pyrene pg/L 50.0 68.6 137 17-163
Benzo(b)fluoranthene pg/L 50.0 62.7 125 24-159
Benzo(g,h,i)perylene pg/L 50.0 60.1 120 10-219
Benzo(k)fluoranthene pg/L 50.0 60.4 121 11-162
Benzoic Acid pg/L 50.0 <11.5 0.0* 10-125
Benzyl alcohol pg/L 50.0 30.3 60.6 16-107
Bis(2-Chloroethoxy)methane pg/L 50.0 44.2 88.4 33-184
Bis(2-Chloroethyl)ether pg/L 50.0 35.7 71.4 12-158
*QC Fail Date: 08/31/2021 04:20 PM Page 16 of 24
Page 32 of 42

wo
•
\N'áypount , 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8007 QC Analytical Batch(es): V8239
QC Prep Batch Method: 625.1 (Prep) Analysis Method: 625.1
Analysis Description: 625.1-Base/Neutrals and Acids by GC/MS
Laboratory Control Sample LCS-V8007
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
Bis(2-Chloroisopropyl)ether pg/L 50.0 35.0 70.0 36-166
Bis(2-ethylhexyl)phthalate pg/L 50.0 57.2 114 10-158
4-Bromophenyl phenyl ether pg/L 50.0 46.6 93.2 53-127
Butyl benzyl phthalate pg/L 50.0 52.5 105 10-152
4-Chloro-3-methylphenol pg/L 50.0 44.4 88.8 22-147
2-Chloronaphthalene pg/L 50.0 40.1 80.2 60-118
2-Chlorophenol pg/L 50.0 34.1 68.2 23-134
4-Chlorophenyl phenyl ether pg/L 50.0 44.4 88.8 25-158
Chrysene pg/L 50.0 49.8 99.6 17-168
Dibenz(a,h)anthracene pg/L 50.0 46.8 93.6 10-227
Dibenzofuran pg/L 50.0 43.6 87.2 39-114
1,2-Dichlorobenzene pg/L 50.0 30.2 60.4 32-129
1,3-Dichlorobenzene pg/L 50.0 29.5 59.0 20-124
1,4-Dichlorobenzene pg/L 50.0 28.9 57.8 20-124
3,3'-Dichlorobenzidine pg/L 50.0 52.2 104 10-262
2,4-Dichlorophenol pg/L 50.0 41.9 83.8 39-135
Diethyl phthalate pg/L 50.0 48.4 96.8 10-114
Dimethyl phthalate pg/L 50.0 44.8 89.6 10-112
2,4-Dimethylphenol pg/L 50.0 44.2 88.4 32-119
Di-n-butyl phthalate pg/L 50.0 55.9 112 10-118
4,6-Dinitro-2-methylphenol pg/L 50.0 46.7 93.4 10-181
2,4-Dinitrophenol pg/L 50.0 43.6 87.2 10-191
2,4-Dinitrotoluene pg/L 50.0 48.3 96.6 39-139
2,6-Dinitrotoluene pg/L 50.0 46.9 93.8 50-158
Di-n-Octyl Phthalate pg/L 50.0 67.1 134 10-146
Fluoranthene pg/L 50.0 49.6 99.2 26-137
Fluorene pg/L 50.0 46.3 92.6 59-121
Date: 08/31/2021 04:20 PM Page 17 of 24
Page 33 of 42

n w
vvaypoi■ ■t , 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8007 QC Analytical Batch(es): V8239
QC Prep Batch Method: 625.1 (Prep) Analysis Method: 625.1
Analysis Description: 625.1-Base/Neutrals and Acids by GC/MS
Laboratory Control Sample LCS-V8007
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
Hexachlorobenzene pg/L 50.0 48.1 96.2 10-152
Hexachlorobutadiene pg/L 50.0 32.5 65.0 24-116
Hexachlorocyclopentadiene pg/L 50.0 26.4 52.8 32-117
Hexachloroethane pg/L 50.0 28.8 57.6 40-113
Indeno(1,2,3-cd)pyrene pg/L 50.0 58.1 116 10-171
Isophorone pg/L 50.0 33.1 66.2 21-196
Naphthalene pg/L 50.0 35.5 71.0 21-133
Nitrobenzene pg/L 50.0 35.7 71.4 35-180
2-Nitrophenol pg/L 50.0 38.2 76.4 29-182
4-Nitrophenol pg/L 50.0 17.6 35.2 10-132
N-Nitrosodiphenylamine pg/L 50.0 57.3 115 69-152
N-Nitroso-di-n-propylamine pg/L 50.0 36.5 73.0 10-230
Pentachlorophenol pg/L 50.0 49.4 0.0* 14-176
Phenanthrene pg/L 50.0 49.4 98.8 54-120
Phenol pg/L 50.0 15.9 31.8 10-112
Pyrene pg/L 50.0 50.1 100 52-115
1,2,4-Trichlorobenzene pg/L 50.0 32.3 64.6 44-142
2,4,6-Trichlorophenol pg/L 50.0 41.9 83.8 37-144
2-Fluorobiphenyl(S) 82.4 49-118
2-Fluorophenol(S) 40.5 22-84
Nitrobenzene-d5(S) 73.0 43-123
4-Terphenyl-d14(S) 104 49-151
2,4,6-Tribromophenol(S) 97.8 31-144
Phenol-d5(S) 26.5 10-63
*QC Fail Date: 08/31/2021 04:20 PM Page 18 of 24
Page 34 of 42

f
vv
•
Wa'ypount 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8007 QC Analytical Batch(es): V8239
QC Prep Batch Method: 625.1 (Prep) Analysis Method: 625.1
Analysis Description: 625.1-Base/Neutrals and Acids by GC/MS
Matrix Spike&Matrix Spike Duplicate V 94144-MS-V8007 V 94144-MSD-V8007
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
Acenaphthene pg/L < 14.8 104 106 109 98.3 105 92.7 47-145 10.3 33.0
Acenaphthylene pg/L < 14.5 104 106 115 101 111 95.2 33-145 12.9 30.0
Anthracene pg/L < 13.7 104 106 112 102 108 96.2 27-133 9.3 27.0
Benzidine pg/L < 10.6 104 106 82.0 74.1 78.8 69.9 15-150 10.1 50.0
Benzo(a)anthracene pg/L < 13.8 104 106 109 97.7 105 92.1 33-143 10.9 18.0
Benzo(a)pyrene pg/L < 9.71 104 106 154 140 148 132 17-163 9.5 21.0
Benzo(b)fluoranthene pg/L <9.40 104 106 143 125 138 118 24-159 13.4 34.0
Benzo(g,h,i)perylene pg/L <8.82 104 106 133 120 128 113 10-219 10.2 27.0
Benzo(k)fluoranthene pg/L < 10.1 104 106 136 124 131 117 11-162 9.2 39.0
Benzoic Acid pg/L < 23.9 104 106 59.0 42.8 0.0* 0.0* 10-125 0.0 51.0
Benzyl alcohol pg/L < 17.9 104 106 91.2 78.0 87.6 73.5 16-107 15.6 37.0
Bis(2-Chloroethoxy)methane pg/L < 11.8 104 106 131 109 126 103 33-184 18.3 30.0
Bis(2-Chloroethyl)ether pg/L < 15.2 104 106 88.3 69.6 84.9 65.6 12-158 23.6 33.0
Bis(2-Chloroisopropyl)ether pg/L < 13.7 104 106 101 83.9 97.1 79.1 36-166 18.4 34.0
Bis(2-ethylhexyl)phthalate pg/L < 18.3 104 106 129 116 124 109 10-158 10.6 21.0
4-Bromophenyl phenyl ether pg/L < 13.1 104 106 108 97.9 104 92.3 53-127 9.8 21.0
Butyl benzyl phthalate pg/L < 9.42 104 106 120 107 115 101 10-152 11.4 23.0
4-Chloro-3-methylphenol pg/L < 10.9 104 106 132 100 127 94.3 22-147 27.5* 25.0
2-Chloronaphthalene pg/L < 15.4 104 106 110 97.2 106 91.6 60-118 12.3 30.0
2-Chlorophenol pg/L < 13.7 104 106 99.3 83.0 95.4 78.3 23-134 17.8 37.0
4-Chlorophenyl phenyl ether pg/L < 14.6 104 106 110 96.7 106 91.2 25-158 12.8 29.0
Chrysene pg/L < 11.2 104 106 114 101 110 95.2 17-168 12.0 30.0
Dibenz(a,h)anthracene pg/L < 12.5 104 106 106 95.4 102 90.0 10-227 10.5 28.0
Dibenzofuran pg/L < 10.6 104 106 116 99.1 112 93.4 39-114 15.7 23.0
1,2-Dichlorobenzene pg/L < 12.3 104 106 97.6 77.4 93.8 73.0 32-129 23.0 34.0
1,3-Dichlorobenzene pg/L < 12.1 104 106 94.0 75.6 90.3 71.3 20-124 21.6 36.0
*QC Fail Date: 08/31/2021 04:20 PM Page 19 of 24
Page 35 of 42

w•
WaypOInt 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8007 QC Analytical Batch(es): V8239
QC Prep Batch Method: 625.1 (Prep) Analysis Method: 625.1
Analysis Description: 625.1-Base/Neutrals and Acids by GC/MS
Matrix Spike&Matrix Spike Duplicate V 94144-MS-V8007 V 94144-MSD-V8007
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
1,4-Dichlorobenzene pg/L < 12.3 104 106 92.0 73.9 88.4 69.7 20-124 21.8 35.0
3,3'-Dichlorobenzidine pg/L < 13.7 104 106 119 107 114 101 10-262 10.6 34.0
2,4-Dichlorophenol pg/L < 11.5 104 106 117 94.4 113 89.0 39-135 21.3 31.0
Diethyl phthalate pg/L < 19.5 104 106 108 99.4 104 93.7 10-114 8.2 22.0
Dimethyl phthalate pg/L < 16.3 104 106 105 97.0 101 91.5 10-112 7.9 25.0
2,4-Dimethylphenol pg/L < 22.8 104 106 109 104 105 98.1 32-119 4.6 36.0
Di-n-butyl phthalate pg/L < 15.3 104 106 126 114 121* 108 10-118 10.0 24.0
4,6-Dinitro-2-methylphenol pg/L < 20.7 104 106 107 93.0 103 87.7 10-181 14.0 35.0
2,4-Dinitrophenol pg/L < 22.2 104 106 98.3 90.7 94.5 85.5 10-191 8.0 41.0
2,4-Dinitrotoluene pg/L < 10.8 104 106 124 105 119 99.0 39-139 16.5 24.0
2,6-Dinitrotoluene pg/L < 12.3 104 106 117 103 113 97.1 50-158 12.7 28.0
Di-n-Octyl Phthalate pg/L < 10.4 104 106 153 138 147* 130 10-146 10.3 21.0
Fluoranthene pg/L < 12.5 104 106 113 102 109 96.2 26-137 10.2 26.0
Fluorene pg/L < 15.1 104 106 117 101 113 95.2 59-121 14.6 30.0
Hexachlorobenzene pg/L < 12.0 104 106 112 98.6 108 93.0 10-152 12.7 29.0
Hexachlorobutadiene pg/L < 12.3 104 106 102 87.7 98.0 82.7 24-116 15.0 35.0
Hexachlorocyclopentadiene pg/L < 12.3 104 106 84.3 73.8 81.0 69.6 32-117 13.2 36.0
Hexachloroethane pg/L < 10.9 104 106 55.2 171 53.0 161* 40-113 102* 37.0
Indeno(1,2,3-cd)pyrene pg/L < 12.9 104 106 129 117 124 110 10-171 9.7 34.0
Isophorone pg/L < 14.0 104 106 109 82.3 105 77.6 21-196 27.9* 27.0
Naphthalene pg/L 346 104 106 231 176 -110* -160* 21-133 27.0 35.0
Nitrobenzene pg/L < 16.4 104 106 110 89.0 106 83.9 35-180 21.1 34.0
2-Nitrophenol pg/L < 11.4 104 106 129 97.5 124 91.9 29-182 27.8 33.0
4-Nitrophenol pg/L < 5.84 104 106 79.2 62.7 76.1 59.1 10-132 23.2 40.0
N-Nitrosodiphenylamine pg/L < 22.8 104 106 154 125 148 118 69-152 20.7 26.0
N-Nitroso-di-n-propylamine pg/L < 16.9 104 106 184 107 177 101 10-230 52.9* 33.0
*QC Fail Date: 08/31/2021 04:20 PM Page 20 of 24
Page 36 of 42

w°
•
\Waypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8007 QC Analytical Batch(es): V8239
QC Prep Batch Method: 625.1 (Prep) Analysis Method: 625.1
Analysis Description: 625.1-Base/Neutrals and Acids by GC/MS
Matrix Spike&Matrix Spike Duplicate V 94144-MS-V8007 V 94144-MSD-V8007
P P P
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
Pentachiorophenol pg/L < 20.2 104 106 114 104 110 0.0* 14-176 7.2 36.0
Phenanthrene pg/L < 13.2 104 106 116 102 112 96.2 54-120 12.8 23.0
Phenol pg/L < 5.95 104 106 67.5 55.8 64.9 52.6 10-112 18.9 43.0
Pyrene pg/L < 11.3 104 106 115 104 111 98.1 52-115 10.0 31.0
1 1,2,4-Trichlorobenzene pg/L < 13.0 104 106 96.3 84.8 92.5 80.0 44-142 12.7 30.0
2,4,6-Trichlorophenol pg/L < 13.1 104 106 115 100 111 94.3 37-144 13.9 30.0
2-Fluorobiphenyl(S) 105 90.9 49-118
2-Fluorophenol(S) 71.1 60.0 22-84
Nitrobenzene-d5(S) 114 85.1 43-123
4-Terphenyl-d14(S) 113 98.1 49-151
2,4,6-Tribromophenol(S) 112 99.5 31-144
Phenol-d5(S) 55.7 47.4 10-63
*QC Fail Date: 08/31/2021 04:20 PM Page 21 of 24
Page 37 of 42

w°
\Näypou nt 449 Springbrook Rd, Chlotte, NC
Marain 704.529.636428217
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8197 QC Analytical Batch(es): V8217
QC Prep Batch Method: 7470A Analysis Method: 7470A
Analysis Description: Total Aqueous Mercury Analysis-CVAA
Lab Reagent Blank LRB-V8197 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed
Parameter Units Result
Mercury(Total) mg/L <0.00007 0.00007 0.00020 08/30/21 16:04
Laboratory Control Sample LCS-V8197
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
Mercury(Total) mg/L 0.00937 0.00930 99.0 80-120
Matrix Spike&Matrix Spike Duplicate V 94225-MS-V8197 V 94225-MSD-V8197
MS Sp ike MSD MS Result MSD MS MSD /oRec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
Mercury(Total) mg/L < 0.00007 0.00937 0.00937 0.00728 0.00734 78.0* 78.0* 80-120 0.8 20.0
Post Digestion Spike V 94225-PDS-V8197
PDS % Analyzed
Parameter Units Result Recovery
Mercury(Total) mg/L 0.00411 88.0 08/30/21 16:23
*QC Fail Date: 08/31/2021 04:20 PM Page 22 of 24
Page 38 of 42

r 1
wo
\$/aypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V8006 QC Analytical Batch(es): V8193
QC Prep Batch Method: MAEPH(Prep) Analysis Method: MADEP-EPH
Analysis Description: Massachusetts EPH
Lab Reagent Blank LRB-V8006 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
Aliphatic C9-C18 pg/L <28.2 28.2 350 08/28/21 11:29
Aliphatic C19-C36 pg/L <124 124 500 08/28/21 11:29
Aromatic C11-C22 pg/L <61.2 61.2 250 08/28/21 11:29
I
2-Fluorobiphenyl(S) 08/28/21 11:29 89.5 40-140 1
2-Bromonaphthalene(S) 08/28/21 11:29 87.2 40-140
Chlorooctadecane(S) 08/28/21 11:29 77.0 40-140
OTP Surrogate(S) 08/28/21 11:29 76.0 40-140
Laboratory Control Sample&LCSD LCS-V8006 LCSD-V8006
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Aliphatic C9-C18 pg/L 600 283 272 0.0* 0.0* 40-140 0.0 50.0
Aliphatic C19-C36 pg/L 800 714 639 89.2 79.8 40-140 11.0 50.0
Aromatic C11-C22 pg/L 1700 1410 1340 82.9 78.8 40-140 5.0 50.0
2-Fluorobiphenyl(S) 91.5 92.2 40-140
2-Bromonaphthalene(5) 93.5 92.2 40-140
Chlorooctadecane(S) 76.0 72.0 40-140
OTP Surrogate(S) 81.0 76.5 40-140
*QC Fail Date: 08/31/2021 04:20 PM Page 23 of 24
Page 39 of 42

1 Waypoi nt., 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: CDA-044
Report No: 21-236-0008
QC Prep: V7960 QC Analytical Batch(es): V7961
QC Prep Batch Method: MAVPH(Prep) Analysis Method: MADEP-VPH
Analysis Description: Massachusetts VPH
Lab Reagent Blank LRB-V7960 Matrix: AQU
Associated Lab Samples: 94144
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
Aliphatic C5-C8 pg/L <11.5 11.5 50.0 08/24/21 16:21
Aliphatic C9-C12 pg/L <25.8 25.8 50.0 08/24/21 16:21
Aromatic C9-C10 pg/L <4.02 4.02 50.0 08/24/21 16:21
2,5-Dibromotoluene(FID)(S) 08/24/21 16:21 97.1 70-130
2,5-Dibromotoluene(PID)(5) 08/24/21 16:21 92.6 70-130
Laboratory Control Sample&LCSD LCS-V7960 LCSD-V7960
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Aliphatic C5-C8 pg/L 300 321 329 107 110 70-130 2.4 50.0
Aliphatic C9-C12 pg/L 300 318 327 106 109 70-130 2.7 50.0
Aromatic C9-C10 pg/L 100 107 109 107 109 70-130 1.8 50.0
2,5-Dibromotoluene(FID)(5) 88.9 90.5 70-130
2,5-Dibromotoluene(PID)(5) 85.4 86.7 70-130
Date: 08/31/2021 04:20 PM Page 24 of 24
Page 40 of 42

i
v
Waypoint. 449 Springbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Shipment Receipt Form
Customer Number:01102
Customer Name: Hart & Hickman(Charlotte)
Report Number: 21-236-0008
Shipping Method
Fed Ex 1 US Postal , i Lab Other :
UPS I Client Courier Thermometer ID: IIRT-15 5.2
Shipping container/cooler uncompromised? •: Yes No
Number of coolers/boxes received 7 1
Custody seals intact on shipping container/cooler? Yes No • Not Present
Custody seals intact on sample bottles? ( .-) Yes c I No i• Not Present
Chain of Custody(COC) present? • Yes - No
COC agrees with sample label(s)? * Yes - No
COC properly completed 1•1 Yes ((, No
Samples in proper containers? • Yes —i No
Sample containers intact? * Yes Q No
Sufficient sample volume for indicated test(s)? • Yes I No
All samples received within holding time? 14 Yes �, No
Cooler temperature in compliance? 4: Yes - No
Cooler/Samples arrived at the laboratory on ice. 4 Yes Q No
Samples were considered acceptable as cooling
process had begun.
Water- Sample containers properly preserved �i) Yes (�) No N/A
Water-VOA vials free of headspace (4 Yes (J No N/A
Trip Blanks received with VOAs Yes No I N/A
Soil VOA method 5035—compliance criteria met :,Yes (H No • N/A
High concentration container(48 hr) Low concentration EnCore samplers (48 hr)
High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis-14 d)
Special precautions or instructions included? Yes • No
Comments:
Signature: ?Angela D Overcash Date&Time: i08/24/2021 11:37:18 j
Page 41 of 42

® CHAIN OF CUSTODY RECORD LAB USE ONLY
Waypoln• t PAGE OF QUOTE a TOENSURE PROPER BILLING: YE N/A
Samples INTACT upon arrival'?ANALYTICAL Project Name: G 12A- --o �_I Received IN ICE? f
449 Springbrook/529 Road•Charlotte,NC 28217 Short Hold Analysis (Yes) �) LIST Project: (Yes PROPER PRESERVATIVES indicated?
Phone [phone] • Fax:[phone] ( Received WITHIN HOLDING TIMES?
r�t 4.- r )4 I+IC,,,,,,.r 'Please ATTACH any project specific reporting(QC LEVEL ell IV)
Client Company Name: provisions and/or QC Require ants CUSTODY SEALS INTACT?
Report To/Contact Name:5 0"'.n on L a j'1"r I(/ Invoice To: �'440✓? 4 pa J,/ , /P VOLATILES read W/OUT HEADSPACE?
Reporting A dre s' Z q 2 Z l'iiddress:4_u p.-.n r f ,P o-Y i}d(t� ...r...,_
.( c, c IE rt� PER CONTAINERS used t
L y l�0 f[ N 2 TEMP Therm ID: Observed C 1COr(� `vt:J
Phone: 7DY '55g" L ex(Yes(�o: pease Order No.fSllling Reference TO BE FILLED IN BY CLIENT/SAMPLING PERSONNEL
Email Address: SC,t" (J l it) iir t-I)'1'7)iin"'•'»•'Reguested Due Date J 1 Day J 2 Days J 3 Days J 4 Days Days Certification: NC � SC
EDD Type:PDF ' Excel X Other "Working Days" J 6-9 Days J Standard 10 days J Rush rk Must Be
, Pre Approved Other NIA_
Site Location Name: Ail poi-4- Dr; ve r`//(..2... /41e12 Tm s received after 15'00 will be processed next business day
Site Location Physical Add Turnaround time is based on business days,excluding weekends and hoIIdaliSln Water Chlorinated: YES _NO_.
r (SEE REVERSE FOR TERMS&CONDITIONS REGARDING SERVICES "�
9 Z Lot �;re r-} (♦ RENDERED BY WAYPOINT ANALYTICAL,LLC TO CLIENT) Q� Samples Iced Upon�t@ption: 8 NO
TIME MATRIX SAMPLE CONTAINER • 'ill QUESTED 4
CLIENT DATE COLLECTED (SOIL, PRESERVA- /2/7"4/141://Et_
~ Q S 10 NO.
SAMPLE DESCRIPTION COLLECTED MILITARY WATER.OR 'TYPE TIVES LIQ.�� ��`�HOURS SLUDGE) SEE BELOW NO. 512E <c/
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Hart 4 H,ckrri.in )',Madan 1111111111 11 32 16 -
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PRESS DOWN FIRMLY - 2 COPIES 1
./........._
Sampler's SignatureA Sampled By(Pnnt Name) 4rs'1 Oil"-s VI-7 4"""7tffiliation_ ` 11 _-- LAB USE ONI Y
Upon relinquishing,this Chain of Cu ody is your authorization for Waypoint Analytical to proceed with the analyses as requested above.Any changes must be
submitted In writing to the Waypoint Analytical Project Manager.There will be charges for any changes after analyses have been initialized. Site Arrival Time:
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ReWiquttated By(Sgraturer Received F t A ybcal By -_—_ Mileage:
Method of Shiprneot NOTE:AU.SAMPLE COOLERS SHOULD BE TAPED SHUT WITH CU S S FOR TRANS TO TN TORY. C,O Group No.
SAMPLES ARE NOT ACCEPTED AND VERIFIED AGAINST COC UNTIL RECEIVED AT THE LASORA ORY _
SEE REVERSE FOR
J Fed Ex J UPS J Hard-delvered J Waypant Anatytael Field Service U Other TERMS&CONDITIONS
NPDES: UST: GROUNDWATER DRINKING WATER: SOLID WASTE: • RCRA: �BRWNFLD LANDFILL OTHER:
-.JNCJSC JNC JSC JNC JSC JNC JSC JNC JSC JNC JSC JNC JSC JNC JSC JNC JSC
•CONTAINER TYPE CODES: A a Amber CClear G Glass P Plastic; TL=Teflon-Lined J l a J ORIGINAL
� J J J
- - a � � fined Cap VOA a Volatile Organics Analysis(Zero Head Space) dOL�,