WI0100089_Pilot Test Update_20101102

ENGINEERING & HYDROGEO L 0 G
231 HAYWOOD STREET. ASHEVILLE, NC 28801
TEL.[phone] FAC.828.281.3351
WWW.ALTAMOMTKNVIRONMKNTAL.COM
November 2, 2010
Mr. Thomas Slusser
Aquifer Protection Section—UIC Program
Department of Environment and Natural Resources
;:7j.<
401 Oberlin Road, Suite 150
Raleigh, North Carolina 27605
Subject: Pilot Test Update
Tyco Electronics Corporation
Ul
1396 Charlotte Highway
Fairview, North Carolina
Underground Injection Control Permit W10100089
Dear Mr. Slusser,
On behalf of Tyco Electronics Corporation (TEC), Altamont Environmental, Inc. (Altamont) has
completed the pilot test for in situ chemical oxidation (ISCO) treatment to address contaminated
groundwater at the TEC facility, located at 1396 Charlotte Highway in Fairview, North Carolina, as
described in the December 23, 2009 Pilot Te5t Work Plan (Work Plan). The pilot test injection
process performed satisfactorily and this update is not being made as a permit requirement.
Rather, we want to make you aware that we intend to complete additional groundwater monitoring
to gatige the dissipation of the permanganate into the soil and groundwater matrix surrounding our
injection well.
The objective of the ongoing pilot test is to evaluate the efficacy of the sodium permanganate ISCO
treatment to reduce source area contaminant mass. The sodium permanganate injection was
completed on September 14 and 15, 2010 at the TEC facility, as detailed in the Work Plan and
Soofium Permanganate Injection Event Summary submitted to you on October 15, 2010.
Four groundwater sampling events were conducted after the injection as follows:
• August 11, 2010—pre-injection
• September 22, 2010—post-injection (one week after)
• October 6, 2010—post-injection (three weeks after)
• October 19, 2010—post-injection (five weeks after)
The groundwater samples were analyzed for volatile organic compounds (VOCs), select total
metals, nitrate, sulfate, chloride, and alkalinity.
WN-1-10M
The laboratory analytical results will be summarized in a forthcoming report. We are writing this
letter today to inform you that five weeks following the injection event, residual sodium
P:\TEC\Fairview\Correspondeiice"\Pilot Test-2010\Ltr-DEN R-Pi lot Test Update-10-29-2010-Final. Doc

Mr. Slu-sser
November 2, 2010
Rag e 2 of 2.
permanganate: is still evident in RW_6 pilot test) and RW-7-
_(obs&rVation.WelI for the purposes of this
(the.injection Well for the purposes of this pilot test.). The excess �s.od_iurn permanganate is.ind.icated
by the color ofthe water in. RW'_6 (pink) and RW_7 -(purple). - It appears as tHough.the sodium,-
r 'the Well.:
permanganate:is moving.slowly out from RW-7, but:a large q'uantity still emains in
NEXT STEPS
Altamont� proposes to document whether there is a change in color in.RW-'6 and RW-7 every two
weeks between now and December 31, 2010, or uri til the color dissipates, whichever occurs first;
Gro.undwater will be. placed i . n, clear gl . ass container . s and the . color will be c ompared to containers
from each: preceding event. � Water levels and c'olor:samples will also b,e obtained from the,.:
.�surrounding monitoring wells used as observation wells during this test (MW-3,..MW-7, M.W-725, MW_
2:6,-MW-39, MW-40, and MW-41).*
the event, a sum.marywill. be
An addition to summarizing.the laboratory analytical results from..
submitted after the further colorimetric monitoring has been-com pleted. The summary will.indicate
1: whether the sod itArn perma hganate has dissipated from the injection well.
Thank you for -your time and consideration on this -project. Please feel free to call o.rrespond With
any questions or comments.'
Sincerely,
ALTAMONT ENVIRONMENTAL, INC.
S_ -
Christopher F. ilbert; P.E..
cc: Mr. Glen Foster, Tyco'Elec-tronics Corporation
Mr. Bobby Lutfy, Nor-th Carolina Department of Environment and Natural. Resources (DENR),
Inactive Hazardous Sites Branch
P�\TEC�Fairview\correspo.nden:ce\Pilot Test 2010.\Ltr-DENR-Pilot Test Update-10-29-201.0-Final. Doc.

ENGINEERING & HYDROGEOLOG
231 HAYWOOD STREET, ASHEVILLE, NC 2880'i
TEL.[phone] FAC.828.281.3351 AR 03
WWW. ALTA NOMTKINIVINON N UNTAL.CON
TRANSMITTAL LETTER
To: Mr. Thomas Slusser - DENR UIC Program
From: Mr. Evan Yurkovich (-t�
Date: February 28, 2011
cc: Mr. Landon Davidson - DENR DWQ; Mr. Bobby Lutfy - DENR; Mr. Glen Foster - TEC
Subject: TEC-Fairview Sodium Permanganate Injection Pilot Test
P:\TEC\Fa i rview\Correspondence\Pi lot Test-2010\Pilot Test Report\tra ns-DEN R-Pi lot Test Report.doc

N G I N E E R I N G
& H Y D R 0 G E 0 L 0 G Y
IRE:CEIVED I UENt"t� 1 O�Va
AQUI�;R-Ppo-r�r"Tlm "'MIOK
,MAR 0 3 N11
Sodium Permanganate Injection
Pilot Test Report
Tyco Electronics Corporation
Fairview, North Carolina
February 28, 2011
Prepared for
Tyco Electronics Corporation
P. 0. Box 3608
MS 161-S3
Harrisburg, PA 17105-3608
[phone]
Prepared by
Altamont Environmental, Inc.
231 Haywood Street
Asheville, NC 28801
[phone]

Sodium. Permanganate Injection Pilot Test Report February 28. 12011.
--TEC7Fairview
Page.1ii
Table of. Contents
1.0
Executive Summary.: ........ ................... ...................................... .............................
2.0::
Background, ......................... ................. ........................................................ .............
2
:2.1 Site'History .........................................................................................................................
2
2.2. Pre -injection Hydrogeologic Assumptions ........................ .................... .......................
3
2.3 Pre -injection Rationale ................... ...............................................................................
4
8..0
New M.Onito r-ing. Wells ..... ............... ........ I ............................................................................
5.
3.1 Well Construction ................................................................................ .....................
5
3.2 Lithology .......... E..�; ............... .
............................................... ........ .............. ......
5
3.3 Drill, Cuttings Management ...............................................................................................
5
3.4 Top of Casing Survey.-.... .......... .......................... ...................................................
�6
3.5'. Well Development ...............................................................................................................
6
3.6 Baseline Groundwater Monitoring..� ...................... ...... ............................ .....................
6
n oor Air Evaluation....
3.1 1 d ................................................ ............................ ...............................
6
4.0
S6dium:Permanganate Injection .... ...... .............. .............................. : .............................
7
5.0
Post Injection Groundwater Monitoring.:. .... .............. ............................................ ......
d 4
8
.5.1 Groundwater Sampling .. ............. I ...........................................................................................
8
5.2- Addition.al.,Groundwater Gauging .....................................................................................
8
5.3. Further Sodium Permanganate Monitoring .......................................... .......................
8
6.0
Findings ............................. ............ ............. ....................... .................................
10
6.1 -Groundwater Results .............................................. ................................. .....................
10
6.1.1 Groundwater Gauging ............................... ........ ....................................
10
.6.1.2. Volatile Organic Compounds ........................ .......................... ..........................
10
6.1.3 Metals ........... w .................................................. ..............................................
1.0
6.1.4 Other Parameters ....... ................. ................ ...................... ..........
6.1.5 Color ................................................................................................................
11
.6.2 Injection* Results ..... ............................................... ...... ........ ...... ........ ...................
11
7.0-.-
Recommendations ................................................................. ......................................
13
.8.0
References ........... ............................................. ........ ..................................................
1.4
P,\TEC\Fairvie�w\C6rrespondenbe\Pilot Test 2010\Pilot Test Report\Pilot Test Report finalLoc

a February 28 2011.
Sodium. Permangan. te Injection PilotTe§t Report
TEC7Fairview Page iv
Figures
1. Site Location
24: Pilot Test Site Plan
3a. Pro Piiot:Test Potentiometric and -Concentration Map'
3b.'Post Pilot Test Potentiometric and Concentration Map
.3c. Post:Pilot Test Potentiometric and Concentration Map
4. Time Versus Concentration Graphs'
a. MW-39 Trichloroethene
b.
MW-39 Tetrachloroethene
c. MW-40 Trichloroethene
d.- RW-06 Trichloroethene
e. RW-06 Tetrachloroethene
6: Pilot Te'st-Hydrographs for Pilot Test Monitoring Wells
a. September 14,:2010
b. September 15, 2010
Tables
1. Pilot Test Groundwater Elevations
Pilot Te s*t Volatile Organic Compound Groundwater Analytical Results
3 Pilot Test Metals Groundwater Analytical Results
In 6ters.,
4. Pilot Test Water Quality Para
5. Sodium Permanganate Injection Event Summary
Append,ices
A.' DENR Issuance of Injection Permit dated June 21, 2010
B.: Well Construction Records
C.1' Lithology Logs
D. Waste Manifests and Analytical Results for Drill Cuttings
E. Groundwater Development and.Sampli ng Logs
F.: Laboratory Analytical Reports
G.:. Photographs
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\C.

Sodium Permanganate Injection Pilot,Td:st Report.. F.ebruary.28, .201-1
TEC7Fairview .
Page 1
1-0.�: Executive Summary
Altam6nt Environmental, Inc. (Altamont) conducted a sodium permanganate injection pilot test at. the Tyco
E.lectronics.Corporation.(TEC) facility locatedat 1396 Charlotte Highway in, Fairview,. North Carolina. The.
objective of the:pilot test was to'evaluate-the efficacy of the sodium permanganate in:situ chemical oxidation
t to reduce source area contaminant mass so that concentrations in the groundwater at the
OSCO) treatmen
site are, at'acceptable' levels (that demonstrate- source control).
A Pilot Test'Work Plan was submitted by Altamont to the North Carolina, Department of Environment and
Natural R-e.sbutc.es.([ . ?ENR), Division.of Waste: Management, SuperfundSection, Inactive Hazardous Site' -
Branch (IHSB) on.De cember 23, 2009. The work plan contained the rationale for.ISCO treatment to address
the contaminated groundwater at the TEC facility Within. a 30-foot radius of recovery.well RW-07.
An underground injection control (UIC) permit application was submitte.d'to.the DENR, in accordance -With
15A N . CA . C:02C.0211, on March 24, 2010. The sodium permanganate injection was approved by the North.
Carolina DENR Division of Water Quality (DWQ) UIC Program and the Injection Permit, W10100089, was
issued on June 21, 2010. The permit is effective from June 21, 2010 until, May 31, 2012. The. permit is.
included.as A
ppendix.A.
As partofthe pilottest, three additiohal.monitoeing wells. were installed and. baseline groundwater samples
were collected. -The sodium perm . angana . te pilot test injection was conducted in September 2010. The -
groundwater was monitored during threq.post-injectioa sampling: events. Sodium permanganate continued
to exist in recovery well RW-07, so additional groundwater monitoring Was conducted from November 2010
until January 20:L1.
Based on theresults of this pilot test, sodium permanganate.still: exists in. the injection well RW-07. Before
sodium permanganate injection pilot test study, the
any additional conclusions can be drawn. fronthis
. exces5sodium permanga.n.ate - remaining in th.ewater column of the recovery well RW-.07 must be
addressed.
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Sodiurn Permanganate Injection Pilot.Test Report. February 28, 2011
TEC-Fairview . Page. 2
2.0�: Background
p
2.1..; �Site History.
.The Tyco Electronics, Corporation JEC) site (formerly known as Communications:Instruments, Inc.) islocated
at 1396 Charlotte Highway (US Route 74), in Fairview, North Carolina (Figure 1). TEC formerly Manufactured
relays (electronic and electromechanical switches).:. Currently, the facility is.used for assembly of electronic
components.
.-Environmental assessment -activities have been performed at the facility since the early 1990s. Based upon.
the previous assessments, chlorinated solvents and associated breakdown: products. are present in the
groundwater under much of the site at concentrations. above associated: North Carolina groundwater
-standards,::as prpmu-Igated in 15A North:Carolina Administrative Code (NCAC) 2L,*.0202.(2L Standards).
Descriptions and the locations of the major sources of groundwater contamination are as follows:
1) Aforme'rsolvent disposal area, located in the northwest corner of the TEC.facility
2) Former burn and acid pits located in the northern parking lot
3) . Aformer septic system leach.field adjacent to Cane Creek, in the eastern part of the site, near the
current groundwater remediation: building
As part of the previous assessments-, 48rhonitoring Wei Is/pi ezo meters -have been installed to measure and
I I p
predict groundwater flow and. to dete.rmine groundwater quality. Altarnont col.le.cts groundwater samples
from selected monitoring wells at the site as part Of semiannual groundwater and surface water monitoring.
The most re cent sampling eventwas in Noverhber 2010 (as documented in- Altarnont's Semiannual Progress
Report, dated December 23, 2010).i
In addition to the -semiannual -monitoring, there is also active groundwater. purn'o-and-tteat remediation
p
occurring at the site. Six recover 'ells a e I ated on -site. Two clustered extraction wells,� RW-'06 and RW-
..y w oc
OT'are located in the northwest corner.of the manufacturing building in the,area:of a former solvent,
disposal area. These wells contain the _Mghest concentrations of chlorinated v Ibtile organic compounds
(VOCS a n of' n
Recovery wells RW-01, RM-02, and R*04.are locited downgradie. t RW-06a dRW-07a'nd...�
provide mass.recovery and aid in.reducing� movement of contami.natiorf..off7site. Historically RW-03 has
contained the, lowest: concentrations of chlorinated' solvents and is mostly used -for groundwater hydraulic:
control.: The impacted groundwater is treated on -site using air stri ping and carbon adsorption techniques.
p
The-treatedgroundwater is discharged to, theshearby surface water body Cane Creek tinder the 6uthority Of a
National Pollution Discharge Elimination System (NPDES) permit.
Based upon the information gathered, d 'ring previous groundwater assessment 'and recovery work, Altamont
u
has -divided groundwater.occurrence into:three categories: (1) the: unconsolidated regolith, (2) the partially
weathered bedrock, and (3) the bedrock Zones. The zones are hydraulically connected. At most parts ofthe
site, the hydraulic gradient between these zones is upward. Groundwater flow in' all three Zones is
approximately southeast.
Concentrations:of chlorinated solvents have.been detected ingroundweitersamples collected from all three
zone& Concentrations were especially h.igh in:the. area near RW-0.6 and RW,-07.,: During the May-2010.
sampling event, two. of the six,of the maxim u m concentrations exceeding the. 2L Standards were detected'in
the sample:collected from RW-07.
On'the basis of these conditions", TLC evaluated remediation.:technologies that.would complement the
-operating pump-a.nd-treat system and. more aggressively address thegroundwater contamination. Altamorit,
on behalf of TEC, performed a pilot test 6 d applied an in -situ chemical. oxidation: (ISCO) technology near RW_'
06 and RW-07 to reduce the source area contamination. ISCO uses non-specific -oxidizers that: react rapidly
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\C Pilot Test Repo�t\Pilot Test Report Final*Doc

Sodium. Permanganate Injection Pildt.Test Report February 28, 2011.
TEC-Fairview... Page.3
With u
..(nbt rally.occurring) organic substrates and contaminants in the aquifer environment. The oxidation
reactions involve breaking chemical bonds. and removing. electrons.
For this pilot test, sodium permanganate Was used, as the ISCO agent.:'Sodiun! permangbriate has been
demonstrated to be'effective in oxidizing chlorinated ethenes, such: as the primary contaminants detected in
the'groundwate.r at the site. Its effectiveness: in oxidizing non-ethene compounds that have been identified
in the groundwater, such as dichlorodifluoroMethane and 1,1,2-tri-chip.rotrifluorpethan.e, Pre less well -
documented.
I n. prepa ration f6 r th is. pi I ot testi. a work pla n Was su b m itted to M r.. Bo b by Lutfy of the -N o rth Ca ro I i na
Department-of.Environment and Natural Resources (DENR), Division of Waste Management, Superfund
Section, Inactive Hazardous Sites Branch (IHSB) on December 23, 2009. The work plan provided
information on the proposed injection location, the pre-existing groundwater monitoring locations; detected- -
grouridwater-quality data from recent sampling, and other site features'l.n the area. ofthe proposed pilot test.
Additionallyl �an' Underground Injection Control (U IC) application was submitted.to M r.- Thomas Sluss,er of the
DENR, Division of Water Quality, Aquifer. Protection Section, Groundwater Protection Unit on March 22,
2010.- The:UIC.Application provided information onthe injection fluid composition, the injection ratibnalei
th'e in -rotection Unit
,,jection, procedure and equipment, and the monitoring plan., The Groundwater P issued
UIC permit::WI0100089 on June 21,2010.
This report summarizes the following pilottest activities:
The instal.lation of new monitoring wells
The collection of baseline groundwater samples
The collection of indoor air sarnp�es
The injection of sodium. permanganate
The collection of post -injection groundwater samples
.-The evaluation of results and'pr6vision of recommendations
Additi-onally,.this report provides recommendations regarding the use of sodium permanganate in oxidizing
these compounds and reducing groundwater contamination in the.source area near RW-06 and RW-.07.
2.2 Pre -injection Hydrogeologic Assumptions
Regionally: the site is located in the Blue Ridge Physiographib Province. Topogralphically, the site lies just
west of Cane Creek near the southern base.of-the Swannan.oa Mountains. The ground surface at the site�.'
slopes gently torthe southeast toward the -creek. According to the Bedrock Geologic Map of the:Oteen 7.5-
Minute Quadrangle,, North Carolina (Cattanach and Merschat, 2008), the bed rock, u nderlyi ng the site is
haracterized as a schistose greywackei part of the Ashe M.etamorphic Suite., The Brevard fault zone, a
major:structure:which includes mylonitic and. cataclastic rocks, is.located just east of the site.
As introduced in the previous section, groundwater underlying the site is'dividedinitothreP categorJes- (1),
unconsolidated regolith, (2) partially weathered. bedrock,, and (3) bedrock zones.: The zones are hydraulically
connected.. The:depth to bedrock atthe site ranges from approximately 6 to 85 feet below -ground surface
(bgs),: At the Iodation of the pilot test, the depth to bedrock is approximbteIV 60 f6et-bgS. The
unconsolidated soils:are commonly silty. clayey fine- sands to.sandy silts with: clay'. Oenerally,the
permeability and grain size increases:in the regolith, present as saprolite in the. pilot test area, and partially:
weathered rockvith depth. The bedrock:is variablyfra6t ured. The frequendy of the fractures tends to
decrease with -depth below the top of bedrock.
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Sodium Permanganate Injection PilotTest Report February 28, 2011
TEC-Fairview Page 4
On the basis of aquifer tests (pumping and step drawdown tests) pbrformed in 1994, hydraulic
conductivities are estimated to range from 2,to 4 feet per day (feet/day)-for the saprolite, 6 to 10 feet/day
for the partially weathered rock (transition zone), and 0.001 to 10 feet/day in the bedrock (Aquifer Pumping
Test Report, General Instrument Corporation Hatboro, Pennsylvania and Communication Instruments, Inc. -
Fairview, North.Carolina, RETEC, January:1995).
The Water table at the site was measured in November 2010 to range from just a few feet below grade to 33
feet-bgs. in general,. groundwater flows -southeasterly toward Cane Creek, however on a more localized scale
groundwater appears to flow radially from a southwest to southeast direction mimicking topography.
2.3 Pre -injection Rationale
As described in - Principles and Practices of In Situ Chemical Oxidation Using Permanganate (Siegrist and
others, 2001),permanganate oxidizes chlorinated solvents through a hydroxylati,oh process. Site
contaminants, such'as chlorinated s . olv . e . nts, b I rea k: down ultimately to carbon dioxide, chlorine, hydroxides,
water, -and metals. Permanganate reactions can reduce pH, increase reduction potential (Eh), reduce natural
oxygen demand, and increase ion concentrations.
The objective of the pilottest Was to:evaluate the efficacy of the sodium permanganate ISCO treatmentto-.
reduce source area contaminant mass. - A pilot test site plan is included as Figure 2. The target.depth zone
of the pilot.test was 30 to. 50 feet-bgs, which encompasses the lower uncorisolidated.regolith. The area of
influence of the pilot test was anticipated to extend about 20 feet radially from the injection well RW-07..
The proposed injectant volume and concentration: Was based on the hydraulic properties of the aquifer and
the permanganate natural oxidant demand (PNOD) of the soils in -the areasfrom the target depth interval.
The, hydraulic.propert . ies of the aquifer were estimated from field tests and.the PNOD was obtained from a
laboratory test performed by Carus Corp bration (see the UIC permit application). The PNOD test indicated
that the amount of excess sodium permanganate.(NaMn04) needed to satisfy the naturally occurring
demand was relatively low.
Part of the::ration.ale behind the pilot test:was that if the results demonstrated that the ISCO treatment would
be effective, thedata from the pilot test:would. be:used to design a full-scale source area treatment system.
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Sodium Pbrmanganate Injection Pilot.Test Report.:
TEC-Fairview .
3.0:. New Monitoring Wells
February 28, 2011.
Page 5
On July 27, 2010, Altamont contracted Geologic Exploration, Inc. (Geo.logic) of Statesville, -North Carolina, a
wells near RW-06 and RW-07, in orderto evaluate the.
licensed Well driller,lo install three moni
effectiveness of the sodium permanganate to degrade the contaminants within the source area . . The wells
were designated. as MW-3.9, MW-40, and: MW-41 and located west, northwest, and northeast of the injection
well RW-07, respectively. Well locations. are shown on Figure 2.
3A Well Construction
The monitoring wells were installed using a 4.25-inch inside diameter:and e.ight-inch outside diameter hollow:
stem augers. The wells were constructed of two�inch diameter O..02-inch sIot polyvinyl chloride (PVC) screen
installed to bracket the water table. The.screen was connected to a tW6_inch diameter PVC riser and: .
installed in the borehole to about six.inbhes below the ground surface. Sand was placed in the borehole
annu.lus to Pne.foot above the screen, followed by one foot of hydrated ' ben ' tonite, with neat cement grout to
the ground surface. The surface completiona were enclosed within a flush mount six-inch manhole.
The water table monitoring wells were completed as follows:
MW-39:: total depth of 50 feet below 'round surface (feet-bgs), twenty -foot screen located between
9
30to 50 feet-bgs
MW-40: total depth of 5 1 feet-bgs, twenty -foot screen located between. 31 to 51 feet-bgs
MW-41- total: depth of 49 ft-bgs, twefity-fo6t sc.reen located between 29 to 49 ft-bgs.
Well construction details are described on the:Well Construction Records included as Appendix B.
362.:: Lithology
Soils encountered during well.construction consisted'mostly of moist orange red:sandy silt to silty clay
materials. Bedrock was not encountered: during the water table well installations. Based on well records of
RW-06, bedrock is located at approximately 60 feet-bgs. The soils that were enco.untered are consistent:
with the pro -test assumptions that are discussed in Section 2.2. Lithology is described- in more detail in the
Litholdgic Logs included as Appendix. C.:
3.3� Drill Cuttings Management:
Throughout drilling, drill cuttingsand IDW were transferred into 55-gallon,drums.. The solid drill cuttings,
were allowed to settle.. The supernatant (groundwater and drilling fluid) from the cuttings were decanted:
and disposed -through the groundwater -treatment system.
Representative soil'samples were collected from the drums for each of the new:monit.oring wells on:August
31, 2010 and analyzed for chlorinated VOCs method 8260/5035A, in accordance with the North Carolina
-in"guidance document: (North Carolina,Ha2ardous Waste Section 2005).
-.contained
Based on the analytical results from.the: drum.sampling, seven drums:were designated as. non -hazardous,
and the contents were disposed of -properly at the Herita- go Subtitle D landfill in Charlotte, North Carolina..
Since the results from the,other four drums contained VOC concentrations over the North Carolina
Hazaedous Waste Section's "contained -in" Policy for Soil Contaminated with. Listed.Hazardous Waste levels
fo r d1sposa 1, th e. co rite nts.h ad to be, prope rly. d isposed of at th e H eritage S u btitl e- C [a ndfi I I i n East Live rpoo 1,
Ohio. The drill butting- analytical results and Waste manifestsare included as Appenclix D.
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Sodium- Permanganate Injection Pilot Test Report.. February 28-, 2011
TEC-Fairview
Page:6
374 Top of: Casing Survey
On Ja nuary 25, 201�, the elevation and loca tion. of the top of ground -surface and top of well casings were�
surveyed. by a licensed North. Carolina land surveyor, Wes Cole Land Surveying, PA of Asheville, North
Carolina. The surveywas:used to determine the groundwater elevations associated With the monitoring Well
sample collection and analysis. -The groundwater elevations associated with the sampling events are
summarized on Table 1.
W0.11 Development
The monitoring wells were developed on July 30, 2010 by pumping,at,least five. well volumes usinga battery
.operated Proactive purge pump. The wells were pumped until turbidity readings decreased to approximately
50 nephelometric tubidity units (NTUs). More information is described in the well development logs included
in Appendix E. The development water was containerized and transported to the on -site groundwater
remediation system:fortrebtment and disposal.
3.6. Baseline. Groundwater Monitoring:-:
On August 11,.2010, Altamont collected baseline groundwater elevations and samples from MW-39, MW-:
40, MW-41,..RW-06, and RW-07. Samples from the monitoring wells were purged using low -flow techniques
(US Environmental Protection Agency [EPA] 1996).: During purging, the pH, specific conductivity, dissolved
oxygen, oxiclation�reduction potential (ORP), turbidity, and temperature Were- measured and recorded every:
three: -Minutes.-- Well purging continued until these parameters stabilized (three successive readings in which
pH 0.1 unit-, specific conductivity 8:percent; temperature, idissolved.oxygen:and turbidity 10: . .
percent; and ORP 10 millivolts). 'Sam ples collected from the recovery wells Were obtained using the
dedicated' electric submersible pumps and the sample port on the effluent line.: Well sampling logs are
included in:Appendix:E.
After purging, groundwater samples were collected, transferred to sample contaihers,:placed in a cooler on
ice, and delivered to Pace Analytical Services in: Asheville, North Carolina (Pace):for analysis.
Samples were analyzed for the following parameters -
Volatile organic compounds (VOCs) using EPA Method 8260
Select total metals (lead, chromium arsenic, zinc, cadmium, copper and:merpury) using EPAMethod
6010/7000 ... ...
Nitrate.sulfate, and chloride using EPA,Method 300 (ion chromatograph
Y)
Alkalinity using EPA Method.310.1, SM 232'013
The groundwater elevations, analytical results, and"field parameters are summarized on Tables 1, 2, 3 and.
tidbl:repprt and chain -of -custody form are included i
4, respectively.: the: laboratory analy'' n Appendix F.
3.1 IndoorAirEvaluation
0 u -2011, Altamont screened the indoor air quality within the northwest part of the manufacturing
n A gust 11,
building with an organic vapor analyzer (QVA).. Abackground-air reading was collected near the entrance:to
the TEC facility prior to collecting the indoor air readings. Reaclings� were obtained from within the room
Where RW-06.and RW-07.are located -and at the recovery wellheads. 'No detections: of VOCS were detected
with the OVA in any of the locationsscreened.
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Sodium Permanganbte Injection Pilot.Test Report. February 28, 2011
TEC-Fairview Page 7
4.0: Sodium Permanganate Injection
Altamont contracted AE Drilling Services, LLC (AE Drilling) of Greenville, South Carolina,.a licensed well
driller., to conduct the sodium permanganate irijection.on September J-4 and 15, 2010. The injection event
issurnmarized in more detail on Table 5.
Based on the results from the PNOD tests, described in Section 2.3, Altamont ordered and injected 2,2W
. pounds (4 drums) of Re.mOx@ L ISCO reagent_,(CAS# 10101-50-5), 40% sod.iUM:permanganate. The shipped
concentration of approximately 40% was diluted to:a 10% solution using a.500-gbllon in -line high density,:
polyethylene (HDPE).mixer/tank. The solution. wasAiluted by- using water from.the TEC facility from the
municipal.waters em. A manifold and: pressurerelease valve were installed downstrearn of the mixing
Vst
tank in order to -allow for* release of the solution if the pressure were tobeconne'too great.
in order to perform the injection, Altamont and AE Drilling installed a single packer around 30 ft-bgs, just
above1hescreehed interval in:the injection well RW-07. A one -and -a -half -inch galvanized steel pipe
extended'from the top of the packer to 6 pressure gauge ands'ampling.port at the wellhead. Thediluted.:
solution was pumped under pressure into RW-07 into the educator pipe and forced through the screened
interval into the formation material.
The sodium permanganate injection began on.-Septemb.er:14, 2010 with five'separate injections being
performe& The injection concluded on September-16, 2010-with another four separate injections. The
i-niections consisted of diluted batch.es.of the 10% solution over approximately 1 to 2: hour periods. The tota I
Volume.of.the 10% solution pumped into the subsurface through RW-07 was gallo'ns.
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Sodium Pe'rmanpriate Injection Pildt,Test Report.,
TEC-Fairview
February 28, 2011,
Page.8.
5..0 Post 10jection Groundwater Monitoring
5.1 Groundwater Sampling.
Altamont conducted three post -injection gro.u. ndwat.er. Monitoring events,on, September 22, 201Q, October 6,
2010,:and:'October 19, 2010 (Which are*bne week, three weeks, and five weeksafter thesodiurn
permanganate injection was performed, respectively).
Groundwater elevations and samples were collected from MW-39, MW40, MW-41., RW-06, and RW-07..
Samples from the monitoring wells were purged using low -flow techniques (EPA.1996). During purging, the
OH, specific conductivity, dissolved oxygen, oxidation-reduction potential (ORP),.turbidity, and temperature
were measured::and recorded every:lhree -minutes.: WeIJ purging dontinued.until these parameters stabilized
(three successive readings in which pH 0.1 unit;.specific conductivity +/- 3 percent; temperature,
dissolved oxygen, and turbidity 10 percent --.and ORP-+/- 10 millivolts). Well sampling logs are included. in
Appendix E.
amples were not collected from RW-07 on October 6,2010 due to the presence.of.excess.sodium
permanganate in the groundwater in ' dicated bya very dark purplecolor. The discoloration was observed
during all of the'sa,m-pling events in RW-07. The preseh ce of excess sodium permangqnate likely indicates:
the absence of VOCs in the groundwater within the well: A pink color was also observed in the groundwater
collected from RW-06-during the October. 6 and 22, 201-0 sampling events.' How.ever, samples from RW-06
Were still submitted for.laboratory analysis.
After.purging, groundwater samples were:collectedi transferred -to: sample oontainersi: placed in a cooler on
ice, and deliver,ed to Pace Analytical Services.:in Asheville, North Carolina (Pace) fbra..halysis. Samples were.
a nalyzed for the:follo'wing parameters:
Volatile organic comp6unds:(VOCs) using EPA Method 8260
Select -total metals (lead, chromium, arsenic, zi nc, cadmium, copper, and-Mercury).using EPA Method
6010/7000.:
NitraW,-�sulfate, and chloride using EPA Method 300 (ion chromatography)
Alkalinity using EPA Method 310.1, SM 2320B
The groundwater elevations and analytical results:are summarized on -Table: 1, 2, ancl-3, respectively. Th e
laboratory analytical reports and chain -of -custody forms are included in Appendix. F.
5.2 :'Additional: Groundwater Gauging
As:described in the preceding sections, the groundwater elevation was gauged in the. recovery wells and
Monitoring wells (RW-06, RW-07, MW-03, MW-17,- MW-25, MW-26, and the three newly installed monitoring
wells MW-39 through MW-4:1):,as part' of the pre- and po.st-injection groundwater sampling events. The
groundwater elevations are summarized on Table 1.
5.3 fukther.Sodium Permangonate*-.Monitoring
Since:excess sodium permanganate was'detected in RW-07 duringthe final post -injection groundwater
mon itori ng: event, Altbmont provided,Mr.:Thomas Slusser of the North Carolina DENR Aquifer Protection
Section, ' Groundwater Protection Unit, UIC Program, a Pilot Test Update letter ' dated November 2, 2010. The
letter.hotified tK 0 DENR that Altamo nt would further, investigate th e excess sodium permanganate by
documenting changes'in'color in samples collected from RW-06 and RW-07.
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On Nove Mber 1-0, 2010, November.2 3, 2010, December 9, 2010, and January 5, 2011, Altamont collected
groun dwater samples from RW-06 and RW-07. The samples were collected fromAhe top portion of the water
column using a disposable polyethylene bailer and:'placed into a one -quart Mason jar. Groundwater.
elevations were . also: obtained from the two red.overy wells and MW-03, MW-17,.MW-25, and MW-26., which
are shown on Table 1.
The groundWat er samples that were collected were compared to each other from Week to week.. The:water
obtained from RW-07 during each monitoring eve n-t continued to have -a very dark purple color and did not -
show any change in color. The water obtained from RW-06 was relatively clear and contained no obvious.
signs of sodium permanganate.
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6.0 Findings
6 Groundwater Results
Four ground . wat I er sampling events7were conducted as part of the sodium permanganate injection pilot test
on the monitoring wells within the vicinity of the source area. Monitoring wells -MW-39,_ MW-40, MW-41, RW-
06, an - d RW-07 were"sampled on August 11, 2010 (one week prior to the injection), September 22, 2010.
(one W eek afterlhe injection), October 6, 2010 (three weeks after the injection), and bc'tober 19, 2010 (fi . ve
weeks after the injection). Analytical results are summarized on Tables 2 and 3.:,
q
6.1.1 -'Groundwater Gauging
As described in the preceding sections, the groundwater elevation was.gauged in the recovery wells (RW-0.6
and RW-07) and� monitoring wells (MW-03, MW-.17:, MW-2.5, MW-26, and the three newly installed. monitoring
wells MW-39 through. M.W-41) as part of the.pre- and post -injection groundwater sampling events. The
groundwater elevations are summarized on Table 1.,
fhere.was'very little change in �groundwater elevations between the puging:events. The water table
appears to slightly d ecrease from the September 22, 2010 event to the October 6, 2010 event,. and then.
slightly increase in the October 19, 2010 event in the Wells.
6.1.2 YolatileDr&nic Compounds
The pre -injection groundwater samples were collected on August 11, 2010.1 The analytical results indicated
volatile organic compourids (VOCs), tetrachlbroethene, toluene, -1,1,1-trichloroethane, and trichloroet.hene,
exceeding their respective 2L Standard. in mbn.ito.ring wells MW-39 and MW-4.0, and recovery wells RW-06-
and RW-07. Monitoring well MW-41 did not contain any detections of VOCs::over the 2L Standard during this
event: The -new monitoring well MW39 installed West of RW-07, contairied -a relatively high.detection of.
trichloroethene at 156,000 micrograms per liter-(pg/L) during this initial event....
The. post -injection samples collected in September andOctober 2010:contained lower concentrations of..�
VOCS'thanin the initial sampling event.in August 2010.� Concentrations of VOCs in RWO - 7 Were not detected
above laboratory reporting limits during the lJost-injection sampling. This was predictable given the excess
sodium� permanganate in the groundwater sample as indicated by the:deep purple. color.. The concentrations
detected in: samples collected from:MW-39 of'tetrachlotoethene, toluene, l-,1,1-trichldroethane
trichl.oroethene'exceeded the 2.L Standard: and remained relatively constant throughout the sampling events.
The changes in concentrations are shown on the p re and post Pilot Test potentiometric.and concentration-...
mapsaincluded cis Figures:3a, 3b, and 3d and on the "Time Versus Cohcentrbtion" graphs included as
Figures 4a through 46. The sodium' ct ears to have affected the recovery wells,by
permangbriate inje ion app
decreasing the VOC.concentrations,whereas the new monitoring well concentrations remained relatively
constant, throughout the event indicating that the -$odium permanganate has not reached -those wells.
6.1.3 Metals
Recovery well RW-06 contained detections of.arsenic and lead over their respective 2L Standard in the pre -
in . ection groundwater analytical results. The ost-lojebtlon results indicated a decre ase in concentrations of
P
arsenic, lead, and zinc, below the 2L Standard. Chromium was detected over the 2L'Standard in the, October
6 and 19, 2010:sam pl ingresu Its.
Pre -injection metal concentrations Were not detected in: recovery well RW-07. The September 22, 2010
results contained arsenic, chromium, mercury and lead detected. over their. respective 2L Standard, but. -
showed concentrations decrease throughout the rest of the post -injection monitoring events.
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Monitoring wells MW-39, MW-40, and MW-41:contained analytical results that stayed relatively constant
throughout -the, pre- and post -injection sampling events. MW-39 contained cadmium, chromium, and lead
concentrations over their respective 2L Standards,:and both MW-40 and MW-41:had only detections of
chromium over the 2L Standard during the sampling events.
Even thoug . h t . he mon I ito . ring wells contained metal con . c . entrations over their respective 2L Standard, the
cbricbritrations: do not pos,e a risk to. human. health.. Explanation of the. metal concentrations is'discussed in
Section 6.2.
6.1.4 Other Parameters
Detection - s of alkalinity and nitrate were detected in all of the pilot test injection monitoring wells but below
their 2L Standard.'Concentrations were'relativel consistent in MW-39, MW-40, MW741, and RW-06,.
y
whereas alkalin . ity concentrations detected in�.RW-07 increased. Chloride was detected in RW-06 but was
below the 2L Standard. The rest of the monitoring�' ells did not contain other detections.
6.1.5 Color
throughout the groundwater monitoring -events, the groundwater in the monitoring wells MW-39, MW-40,
and MW-41 remained constant with'high tu rbidity- read i ngs and orange -brown colorations.- The groundwater
in R*06 was clear in the pre-inje I ction event,and then . contained a pink coloration during the post -injection
sampling events. The color of the groundwater in RW-07.was clear in the pre -injection. events and then
contained a dark purple color throughout the post -injection monitoring events. A photograph is included in
Appendix G. demonstrating the coloration in RW-07.:
6.2 Injebtion Results
Based on thepost-injectio I n groundwater monitoring sampling eve nts and fufther-inve,6,tigation. conducted
from November 201b to January 2011, sodium permanganate still exists within RW�07. Some of the
sodium permanganate that was injected, remains Within 'the water column of the� recovery Well and has not
dissipated into the aquifer.
Groundwater observed in RW-06 contained a pink coloration during thp.0o,,4-injection sampling events but
was clear during thefurther sodiumpermanganate . monitoring. This difference in coloration could be due to
the fact that the.groundwater sample:was collected at 50 feet bgs and the further monitoring samples were.
collected frbrh'the top of the water colurrin. The pink coloration during the sampling does indicate that the
sodium permanganatd has reached the well.
there was very little: change in groundwater elevations between the pre- andpost injection gauging events..
Hydrog-raphs presenting the elevations for the Pilot:Test monitoring wells MW-3, MW-39, MW-40, and MW-41
are included as Figure 5a and 5b.
Based on the analytical results during the post -injection sampling events for RW._06 and RW-07, the VOC
groundwater concentrations have been d.ecrebs6d.by.the sodium perrhangphate., The groundwater
concentrations in the monitoring wells MW-39, MW- . 40, and MW-41 did n ot. chang e during the post -injection
sampling events indicating that the sodium permanganate has not reached those wells yet.
Meta Lconcentrations in the mo.n itoring -wells. remained relatively constantfrorn'the baseline sampling event
and throughout:the post injection events.- The metals that were detected in:the groundwater samples are
known to.occur naturally within the soils in this region of North Carolina. Based upon Altamont's
i : nterpretation of the color -coded surface- map'published in the United States Geological Survey Professional
I Paper. 1648, Geochemical Landscapes of the: Conterminous United States.- New Map Presentations for 22
Elements (USGS Professional Paper:1648), naturally occurring -metals such as arsenic, chromium, copper,
mercury,- lead, and zinc occur withinvestern North.' Carolina..
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Sodium- Permanganate Injection PilotTest Report February 28, 2011.
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Page 12
Metals concentrations in samples collected frorn RW-06 and RW-07 increased abovegroundwater quality.
-07 and
standards fo.Ilowing injection (Table:3). Perm a nga nate.was introduced directly into RW
permanganate Was observed in RW-06. The observed concentrations of metals detected. in samples
collected from RW-06 and RW-'07 may have been, caused. by metal impurities present in the perman
ganate
solution or by:changes in the mobility of metals. Regarding the mobility of metals, as can be seen on Table
4, the: pH did not decrease following injection of permariganate (a decrease in pH -can mobilize metals).
Although- the injection of. permanganate temporarily increased the oxid.ation:reduction:potential (ORP) of the
groundwater (an increase in ORP can -mobilize metals), the oxidation. reduction potential will decrease as the.
permanganate is consumed during the conversion of VOCs to.innocuous products. Eventually, the ORP Will
reach its lowest, stable, natura.lstate (pre-injectionstate). Regardless of the cause, we propose to monitor
tfie metals- concentrations in these wells:to confirm the expected decrease overtime.
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7.0 Recommendations
Before any add . itional conclusions can be drawn from this.sodium permanganatb injecti.ori.:pilot test study,-
p
the -excess sod! u m- permanganate,remaining in the water column of the recovery. well RW-07 must be
addressed. 'Factors that may be affectingthe sodium permanganate dissipation include:
Low permanganate natural oxidant demand (PNOD) and lack of depletion of the oxidant dose
Permeability loss due to ISCO-induced particle -generation (e.g. manganese dioxide [Mn021), pore
filling of the surrounding formation and well filter pack, and stagnation of theioxidant within the
Water colum n* of RW-07
The sodium perma riganate that remains within the water column of RW-07.needs to be investigated further
to.,determine if:its presence is indicative of. conditions both within the well and withinAhe surrounding aquifer
or if the permanganate exists only within.:the watercolumn of RW-07 due to occlusion:of the well filter pack.
Altamont recommends agitation of the water within the well and removal of at least three well volumes from
RW-*07. If agitation and groundwater remoVals-prove. difficult then filter pack. may be heavily occluded and.
well redevelopment may be necessary. If the agitation �and removal of the groundwater can be completed
U' Ity and the purple color does -not persist; then the remaining�sodium permanganate was
witho t much difficu
-likely due to temporary filter pack occlusion. If the agitation- and removal ofthe groundwater can be
completed Without much difficulty and the purple color persists following removal ofat least three, well
volumes, that would.likely indicate thatthe sodium: -permanganate is -present within the surrounding aqu'ifer
and that the excess permanganatb is. most probably due to a lower7than-measured PNOD. If the PNOD was
underestit'nated, then the remaining sodium permangariatb should be moved into the surrounding aquifer by
additional measures.
To move the remain.ing sodium permanganat6 into the surrounding aquifer, Altamont recommends pumping
groun.dwaterfrom RW.-07 into MW-39. MW-39 will be -converted from an observation Well into an injection
well., . Groundwater from RW-07 will be transferred into:MW-39 using the recovery, well pump in RW-07. The
pump,in.RW-07 is equipped with a variable frequency drive and totalizing metet to control -and measure flow.
The pump:.is constructed of stainless steel. Other -materials (e.g. discharge pipe) will be reviewed to
dete . rmine compatibility with sadium permanganate. incompatible materials will be� replaced with
cbmpatible-materials..-7he well�constructibn record for:MW-39 is included'in Appendix B. MW-39 and.RW-07
have approximately the same total depth. Altamont estimate's that the hydraulic conductivity associated
with.the soil around these wells is similar. This is based upon a comparison betw.een.the recharge rates
recorded on ' the low-flbw sampling!bgs for the wells'(seO Appendix Q. Although the hydraulic conductivities
around these wells are similar,: RW-07 is.a 6-inch diameter- well and MW-391s a-2-inch diameter. well..
r i.
Altamo.nt -estimates that the rate at which MW-3 9.will acceptfluid without groundwater moundin ' g will be
lower -than the rate at which RW-07 accepts fluid. Given the approximately 2 gallon- per minute (gpm)
inject. ion rate associated with RW-07 during the pilot test, Altamont estimates an -approximately 0.5 gpm
injection rate for.MW-39 (this will be confirmed in the fiel,d). If the purple color -persists in the groundwater in
RW-07 following agitation and groundwater removal, Altamont anticipates pumping groundwater at a rate.of
about 0.5 gpm from RW-07 into MW-39 Using the existing pump.
Untilthe pi . I ot test i s . completed recovery: . wells'RW- . 06 and RW-07 will'remain off-I.ine from the groundwater.
remediation system.
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8.01 Refere'nces
Altamont Environmental, Inc. August 10, 2000.- Semiannual Progress Report, Tyco Electronics Corporation:,
Fairview, North Carolina.
Altamont Environmental, Inc. December: 23Y200 . 9. Pilot-T . est Work Plan, Tyco Electronics Corporatio n,
Fairview- North Carolina.
Alta mont. Envi ronmenta 1, Inc. March 22,2010. Underground Injection -Control (UIC) application, Tyco
Electronics Corporation, FairvieW, North. Carolina..
North: C'aroli.na:Department of Environment and Natural, Resources, Division of Water Quality, Groundwater
Protection Urilt.'June 21, 2010..::UIC permit W10100089.
Cattahach,:B.L." . and Merchat, C.E. 200&. Bedrock Geologic Map of theOteen 7.57Minute Quadrangle, North
Carolina, Cattanach.
RETEC. January 1995. Aquifer Pumping Test.Report, General Instrument Corporation Hatboro, Pennsylvania.,
and -Co rmun:ication Instruments, Inc.: Fairview, North Carolina..
Siegrist, R1., Urynowicz, M.A.,West, O.R., Crimi, M.-L., and Lowe, K.S., 2001.� Pri,nciples,and Practices of In
Situ Chemical Oxidation Using Permanganate. Battelle Press, Columbus,- Ohio.:
North Carolina Hazardous Waste Sectiom May. 20i 2005. "C . on I tained-in" Policy.f or Soil Conta minated with
-1isted Hazardous Waste.
United States Environmental Protection Agency (EPA)., April 1996. Low -Flow (Minimal Drawdown) Ground -
Water Sampling Procedures.
United States Geological Survey (USGS) Professional Paper 1648, Geochemical Landscapes of the
Conterminous'Uhited States - New Map.PrOseht.ations for 22 Elements..
P:\TEC\Fairview\Correspondence\Pi lot Test 2010\Pilot Test Report\Pilot Test Report-H nal. Doc

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Created
AI,TAMONT FNVIRONMFNTAI.. I\C. SITE LOCATION MAP FIGURE
50 COLLEGE SMEEr, ASHEVILLE, NC 28801
Tel. [phone] F=. 828 281.3351 TEC-FAIRVIEW
1396 CHARLOTTE HIGHWAY
DRAWN BY: EVAN YLIRKOVICH SCALE BUNCOMBE COUNTY, NORTH CAROLINA
PROJECT MANAGER: CHRIS GILBERT 0 1,000 2,000
CLIENT: TEC MMMMMMMMME====== Feet
DATE: 1/7/08 P:\TEC\Fairview1F1gures\G1S\Sfte Location

MW-17 I
SITE MAP SOURCES:
TIGHE & BOND - SITE BUILDINGS, PROPERTY LINES, AND
PARKING ARE4S FROM SITE PLAN DATED JUNE 22, 2006
PETIT PROFESSIONAL SERVICES - MONITORING WELL AND
RECOVERY WELL LOCATIONS FROM SURVEY DATA RECEIVED
FEBRUARY 19, 2008
WES COLE SURVEY - A40NITORING WELLS FROM SURVEY DATA
RECEIVED JANUARY 31, 2011
BUNCOMBE COUNTY GIS - OFFSITE PROPERTY BOUNDARIES,
ACCESSED JANUARY 2008
mw-26% MW-25
MW-40j
MW4
DATE
,MW-3
DESCRIPTION
I
a
*�W-41
S13-011)
m
LEGEND
MW--3 WATER TABLE MONITORING WELL
MW-17 DEEP REGOLITH MONITORING WELL
MW-26 BEDROCK MONITORING WELL
RW-I GROUNDWATER RECOVERY WELL
RW-7 GROUNDWATER RECOVERY WELL
USED AS AN INJECTION WELL
F- ENGINEERING & HYDROGEOLOG-Y---]
231 HAYWOOD STREET, ASHEYILLE, NC 28801
TEL. [phone] FAC . 828 .28 1.335 1
W W W . A L T A M 0 N I E N V I R 0 N M E N T A L . C Q H
DRAWN BY: EVAN YURKOVICH
PROJECT MANAGER: CHRIS GILBERT SCALE(FEET)
CLIENT: TEC-FAIRVIEW 20 0 20
DATE: 02/09/2011
Is
PILOT TEST SITE PLAN I FIGURE �
TEC - FAIRVIEW
1396 CHARLOTTE HIGHWAY 2
BUNCOMBE COUNTY,
40 NORTH CAROLINA
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1. SITE AW SOURCES.
WHE & BOND - SITE BUILDINGS, PROPEIM LNM AND PARKING AREAS FROM SfX PLAN D4MD JUNE 22, 2006
PEW PROFMAONAL SDMCES - MONITORING AND RECOV� WEU LOCATIONS FROM SURWY DATA RECEMD FE9RUARY 19, 2"
On COLE SUR16EY - MONITORING KELL LOa4ZOAS FROM SURWY D41A RECEIVED "AAARY 311, 20?0
BUNCOMBE COUNTY GIS - OFTSITE PROPERTY BOUNDARIES ACCESSED JANU4RY 2008
2. ABBRE144710AIS,
PCE - 7EMCHLOROETHEAE,
WE - 7RICHLOROEDEME,
A19A - MICROGRAMS PER LITER
J. GROUNDWATER D"ATIONS KRE OBTAINED ON SEPTEMBER 14, 2010 AND ANALYTCAL RESULTS FROM THE PRE MEC77ON
84SEVNE SAMPL11W CONDUCTED ON AUGUST 11, 2010.
IPCE: 1,720 kG/L
TCE: 156,000 IJG/Li
DATE
PCE: < 2.0 PG/
TCE: 11.1 WG/L
PCE: < 1.0 PG/L
t,MW-40 TICE 2.0 MG/L�
(2263.14)
(22 53Y�F_%�_ 4
\ 5, 1
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(2263.45)
DESCRIPTION
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N----tTCE-. 466 PG/L
RW-6
PCE: 139 pG/L
TCE: 6,470 OG/L
23 1 H A YWOOD S TREET, ASHEVILLE , N C 28 80 1
TEL. [phone] FAC - 828.281- 3351
W W W . A L T A H 0 N T E N � I R 0 N M E N T A L . C 0 M
DRAWN BY: EVAN YURKOVICH
PROJECT MANAGER: CHRIS GILBERT SCALE(FEET)
CLIENT: TEC-FAIRVIEW 10 0 10
DATE: 02/24/2011
LEGEND
MW­3
WATER TABLE MONITORING WELL
lfW— 17
DEEP REGOLITH MONITORING WELL
MW-26
13EDROCK MONITORING WELL
RW-6
GROUNDWATER RECOVERY WELL
RW-7
GROUNDWATER RECOVERY WELL
USED AS AN INJECTION WELL
(2258.91)
GROUNDWATER ELEVATION
GROUNDWATER CONTOUR
INFERRED GROUNDWATER CONTOUR
PILOT TEST
FIGURE
PRE -INJECTION RESULTS
SEPTEMBER 14, 2010
TEC - FAIRVIEW
3a
-
1396 CHARLOTTE HIGHWAY
BUNCOMBE COUNTY,
NORTH CAROLINA
20
'
I P:\TEC\FAIRVIEw\FIGURES\CAD\PILOTTEST\PRE PILOTTESTGWLEVELS

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MW-26()
OMW-25
1. S17E U4P SOURCES.,
7)GHE & BOND - SITE BUXDWGS, PROPERTY LNES, AND PARPONG AREAS FROM SITE PLAN WED JUNE 22, 2006
PE77T PROFESSIOAVIL SDWES - MONAORM AND RECOVERY WELL LOCAWAS FRO04 SURVEY D,47A RECOVED FEBRUARY 19, 2008
Wn COLE SURWY - AJONPORING KU LOCATIONS FROM SURVEY WA RECENED JAWARY 37, 2010
BUNCOMBE COUNTY GS - OFFSITE PROPERTY BOUNDARIES ACCESSED JANL44RY 2008
2. ABBREM77ONS'
PCE - 71MMOROETHEW
7CE - 77WHLOROEVENE,
AVA - MACROMAOS PER LITER
3. GROUNDWA7ER El"ATIONS 067AINED ON SEPMMER 15, 201D AND SEPTEWBER 16, 2010 FOR RW-07. AX4LYl)C_4L RESULTS FROM
THE POST WECTON S4MPLkW COMX4C7ED ON SEPMARER 22, 2010
],,)ZU PG/L.
TCE: 151,000 PG/L.
PCE: < 1.0 WG/L
IVIW�-40 TCE: < 1.0 �G/L.
(2264.07) MW-41
4 22640
F__ (2264.25)
mw—�q R 7
(222 8 �sb"b 26 . 0)/
bs!�
RW-6-
MW-3
(2258.90)
F_N G IN E E R ING & H.Y D R 0 G E 0 L 0 _Gy__]
231 HAYWOOD STREET, AsHEVILLE, NC 2880 1
TEL.[phone] FAC.828. 281. 3351
- . A L T AMON TEN V IRONM E N T A L . COM
DRAWN BY: EVAN YURKOVICH SCALE(FEET)
PROJECT MANAGER: CHRIS GILBERT
CLIENT: TEC-FAIRVIEW 10 0 10
DATE DESCRIPTION BY CHK APV] DATE: 02/2512011
LEGEND
(4 MW-3 WATER TABLE MONITORING WELL
@
MW-17 DEEP REGOLITH MONITORING WELL
0
MW-26
BEDROCK MONITORING WELL
RW-5
GROUNDWATER RECOVERY WELL
RW— 7
GROUNDWATER RECOVERY WELL
USED AS AN INJECTION WELL
(2258.90)
GROUNDWATER ELEVATIONS
GROUNDWATER CONTOURS
INFERRED GROUNDWATER CONTOURS
PILOT TEST FIGURE
POST -INJECTION RESULTS
SEPTEMBER 15, 2010
TEC - FAIRVIEW
— 1396 CHARLOTTE HIGHWAY 3b
BUNCOMBE COUNTY,
20 NORTH CAROLINA
0 P:\TEC\FAIRVIEW\FIGURES\CAD\PILOTTEST\POST PILOTTESTGWLEVELS

m
I
a-j
Eim
Ecm
[am
MW-17
MW-26()
(DMW-25
1. SHE "Ap SOURCES.,
WHE & BONO - SgE BUILDINGS. PROPERTY ONES, AIND PARNINC AREAS FROM SITE PLAN DAMD JUNE 22, 2006
PE7V PROFFSSIOM4L SERVICES - MoNflOROX AND RECOVERY WELL LOCADOAS FROM SURVEY 1147A RECEIVED FEBRUARY 19, 20138
*0 COLE SURVEY - MOWORING WELL LOC4770AIS FROM SURVEY LVITA RECEMD JANLARY 31, 2010
BUAICOMBE COUNTY CS - OFrS/7r PROPERTY BOUNLURIES ACCESSED aWWRY 2008
2. ABBREV1477ONS.
PCE - M7RACHLOROMENE.
7CE - 7RCHLOROEMDVE,
poll - MICROGRAMS PER LnER
3 GROUNDWATER EUVAWAIS AND AAl4LY7r_4L RESUL7S FROM THE POST ZWEC7)ON SAMPLING COADUC7ED ON OCTOBER 79, 201a
IPCE: 1,540 PG/L
TCE: 156,000 WGILI
PCE: < 1.0 PG/
TCE: 2.9 w
PCE: < 1.0 PG/L
MW-40 TCE: < 1.0 pG/L
4 (22�6'2.74) MW-41
(2263.39)
, 10)
mw- rl% v 2
22 . 18
PCE: < 10.0 PG/L
TCE: < 10.0 OG/L
RW-6
__PCE: < 5,000 PG/L
CE: < 5,000 PG/L
*MW-3
(2258.54)
ENGINEERING & H YDRO)610LO�
23 1 H AYWOOD STREET, ASHEVILLE, INC 28801
TEL. [phone] FAC. 828.281.3351
W W W . A L T A M 0 N T E N Y I R 0 N M E N T A L . C 0 M
DRAWN BY: EVAN YURKOVICH
PROJECT MANAGER: CHRIS GILBERT SCALE (FEET)
CLIENT: TEC-FAIRVIEW 10 0 10
DATE DESCRIPTION BY I MCHKAPI DATE� 02/25/2011
LEGEND
"W-J
WATER TABLE MONITORING WELL
MW- 17
DEEP REGOLITH MONITORING WELL
MW-26
BEDROCK MONITORING WELL
RW-6
GROUNDWATER RECOVERY WELL
RW-7
GROUNDWATER RECOVERY WELL
USED AS AN INJECTION WELL
(2258.54)
GROUNDWATER ELEVATIONS
GROUNDWATER CONTOURS
INFERRED GROUNDWATER CONTOURS
PILOT TEST FIGURE
POST —INJECTION RESULTS
OCTOBER 19, 2010
TEC — FAIRVIEW
— 1396 CHARLOTTE HIGHWAY 3c
BUNCOMBE COUNTY,
20 NORTH CAROLINA
' I P:\TEC\FAIRVIEw\FIGURES\CAD�PILOTTEST\POST PILOTTESTGWLEVELS

180,000
160,000
140,000
120,000
C:
. 4-j
ro
1-
100,000
0 80,000
U
60,000
0
40,000
0
-r-
U
20,000
Figure 4a
Hydrograph and Trichloroethene Concentration vs. Time
Monitoring Well MW-39
TEC-Fairview
Trichloroethene
Concentration
8/11/2010 9/22/2010 10/6/2010 10/19/2010
Sampling Date
P:\TEC\Fairview\Analytical and Data\Water\Pilot Test\Pilot Test -Time vs Conc_graphs.xls
2262.6
2262.4
4-J
ra
2262.2 Q")
2262.0 tt7
2261.8
2261.6 UJ
.2
fa
2261.4
2261.2 o
6
2261.0

2,000
1,800
81,600
:L
C
.2L,400
SL,200
(5,000
800
0
0 bUU
:E
400
X
Figure 4b
Hydrograph and Tetrachloroethene Concentration vs.
Monitoring Well MW-39
TEC-Fairview
Time
8/11/2010 9/22/2010 10/6/2010 10/19/2010
Sampling Date
P:\TEC\Fairview\Analytical and Data\Water\Pilot Test\Pilot Test —Time vs Conc_graphs.xIs
2262.6
2262.4
2262.2 4Q-J)
a)
4--
2262.0 C:
0
2261.8
Ui
2261.6
fo
2261.4 C:
=3
0
2261.2 0
2261.0
2260.8

U
;C5
(1)
0
0
-F
12.0
WIXII
8.0
6.0
4.0
2.0
Me
Figure 4c
Hydrograph and Trichloroethene Concentration vs. Time
Monitoring Well MW-40
TEC-Fairview
8/11/2010 9/22/2010 10/6/2010 10/19/2010
Sampling Date
P:\TEC\Fairview\Analytical and Data\Water\Pilot Test\Pilot Test —Time vs Conc_graphs.xls
2263.4
2263.2
2263.0 4'j
Qj
2262.8 0)
4--
C
0
22152.6 4-
2262.4
2262.2
0
2262.0 0
2261.8

500
450
400
ZZ 350
U
300
0
4-J
250
C
0 200
A
150
-C
4-J
0)
2 100
Y 50
0
Figure 4d
Hydrograph and Trichloroethene Concentration vs. Time
Recovery Well RW-06
TEC-Fairview
8/11/2010 9/22/2010 10/6/2010 10/19/2010
Sampling Date
P:\TEC\Fairview\Analytical and Data\Water\Pilot Test\Pilot Test —Time vs Conc_graphs.xls
2268.0
W-0110w,
4--J
2264.0
C
2262.0 .0
Ui
2260.0 LQ)
-&-j
fo
_0
2258.0 0
L-
(D
2256.0

50.0
45.0
40.0
:z-- 35.0
30.0
0
4-0
0 25.0
C
0 20.0
L A
a)
C 15.0
0 10.0
0
.r-
U 5.0
ro
1-- 0.0
Figure 4e
Hydrograph and Tetrachloroethen Concentration vs. Time
Recovery Well RW-06
TEC-Fairview
Tetrachloroethene
Concentration
s Groundwater Elevation
29.0
< 5.0 < 10.0
C) 0
H H
0 0
0
H
CD
0
r-I
0
rq N
N
N
LO
0
0)
H
00 0)
r-I
Sampling Date
0
�I
P:\TEC\Fairview\Analytical and Data\Water\Pilot Test\Pilot Test —Time vs Conc_graphs.xls
2268.0
2266.0
2264.0 12
4--
2262.0
M
LU
L-
2260.0
M
2258.0 "0
(D
2256.0

2266.00
2265.00
2264.00
2263.00
0
2262.00
2261.00
0
2260.00
2259.00
2258.00
Figure 5a
Pilot Test Hydrograph September 14, 2010
Pilot Test Monitoring Wells
TEC-Fairview
19. _70. _7
10 -7s. 6' 4�9
17& i90 .:,�? .�96' . i90
Time
P:\TEC\Fairview\AnaIyticaI and Data\Water\Pilot Test\Pilot Test Hydrographs.xlsx

2266.00
2265.00
2264.00
2263.00
C
0
M
(v 2262.00
M
2261.00
C
0
2260.00
2259.00
2258.00
Figure 5b
Pilot Test Hydrograph September 15,, 2010
Pilot Test Monitoring Wells
TEC-Fairview
> ?(? <�- 1?7.
�> 1% -?L?6' �p i90 . �> .�)7
Time
P:\TEC\Fairview\AnaIyticaI and Data\Water\Pilot Test\Pilot Test Hydrographs.xlsx

TABLES

Table I
Pilot Test Groundwater Elevations
TEC-:Fairview
Buncombe County, North Carolina
Well ID
Date
Time
Depth to
Water Level
(feet below
TOC)
TOC
Elevation
(ft-MSL)
Elevation of
Groundwater
Surface
(ft-MSQ
Total Depth of
Well
(feet below
TOC)
Length of
Water Column
(feet)
0 /10
8:15
6.25
2265.16
2258.91
15.28
9.03
9/14/10
09/14/10
10:30
6.25
2265.16
2258.91
15.28
9.03
7/14
09/14/10
9/14/10
11:40
6.22
2265.16
2258.94
15.28
9.06
09/14/10
9/14/101
12:15
6.23
2265.16
2258.93
15.28
9.05
09/14/10
13:30
6.21
2265.16
2258.95
15.28
9.07
09/14/10
15:00
6.21
2265.16
2258.95
15.28
9.07
09/14/10
15:35
6.19
2265.16
2258.97
15.28
9.09
09/14/10
' 16:35
6.20
2265.16
2258.96
15.28
9.08
09/15/10
7:30
6.29
2265.16
2258.87
15.28
8.99
09/15/10
8:50
6.29
2265.16
2258.87
15.28
8.99
MW-3
09/15/10
10:20
6.28
2265.16
2258.88
15.28
9.00
09/15/10
11:10
6.25
2265.16
2258.91
15.28
9.03
09/15/10
13:20
6.26
2265.16
2258.90
15.28
9.02
09/20/10
13:43
13.41
2265.16
2251.75
15.28
1.87
09/22/10
14:25
6.68
2265.16
2258.48
15.28
8.60
10/06/10
13:47
6.20
2265.16
2258.96
15.28
9.08
10/19110'
.13:50
6.62
2265.16
2258.54
15.28
8.66
11/10/10
14:00
6.21
2265.16
2258.95
15.28
9.07
11/23/10
11:20
6.23
2265.16
2258.93
15.2�
9.05
12/09/10
12:00
5.44
2265.16
2259.72
15.28
9.84
01/05/11
13:10
5.27
2265.16
2259.89
15.28
10.01
-09/1-4/10--
---8:15---
1AO-- ----2223.-06
2221-.66-
-----6.-2 -
-.4.80 -
09/14/10
10:30
1.32
2223.06
2221.74
6.2
4.88
09/14/10
11:40
1.32
2223.06
.2221.74
6.2
4.88
09/14/10
12:15
1.28
2223.06
2221.78
6.2
4.921
09/14/10
13:30
1.32
2223.06
2221.74
6.2
4.88
09/14/10
15:00
1.31
2223.06
2221.75
6.2
4.89
09/14/10
1 15:35
1.30
2223.06
2221.76
6.2
4.90
09/14/10
16:35
1.34
2223.06
2221.72
6.2
4.86
09/15/10
7:30
1.42
2223.06
2221.64
6.2
4.78
09/15/10
8:50
1.38
2223.06
2221.68
&2
4.82
MW-17
09/15/10
10:20
1.32
2223.0*6
2221.74
6.2
4.88
09/15/10
11:10
1.32
2223.06
2221.74
6.2
4.88
09/20/10
13:44
1.78
2223.06
2221.28
6.2
4.42
09/22110
14:26
1.82
2223.06
2221.24
.6.2
4.38
10/06/10
13:47
1.16
2223.06
2221.90
6.2
5.04
10/19/10
1-3:50
1.54
2223.06
2221.52
6.2
4.66
11/10/10
14:00
1.24
2223.06
2221.82
6.2
4.96
11/23/10
11:20
1.27
2223.06
2221.79
6.2
4.93
12/09/10
12:00
.0.05
2223.06
2223.01
6.2
6.15
01/05/11
13:10
0.03
2223.06
2223.03
6.2
6.17
I
I
I
I
PATECVairvieMAnalytical and Data\Water\Pilot Test\TEC-Pilot Test -New Wells-GW-Results.XLS Page 1 of 4

. Table I
Pilot Test. Groundwater Elevations
TEC-Fairview
Buncombe County, North Carolina
Well ID Date
Time
Depth to
Water Level
(feet below
TOC)
TOC
Elevation
(ft-MSL)
Elevation of
Groundwater
Surface
(ft-MSL)
Total Depth of
Well
(feet below
TOC)
Length of
Water Column
(feet)
09/14/10
8:15
14.03
2280.19
2266.16
59.5
45.47
09/14/10
11:40
13.60
2280.19
2266.59
59.5
45.90
09/14/10
13:30
13.85
2280.19
2266.34
59.5
45.65
09/14/10
16:35
13.65
2280.19
2266.54
59.5
45.85
09/15/10
7:30
13.95
2280.19
2266.24
59.5
45.55
MW725 09/15/10
10:20
13.87
2280.19
2266.32
59.5
45.63
09/20/10
13:46
14.13
2280.19
2266.06
59.5
45.37
09/22/10
14:29
14.27
2280.19
2265.92
59.5
45.23
10/06/10
13:52
13.88
2280.19
2266.31
59.5
45.62
10/19/10
13:50
14.20
2280.19
2265.99
59.5
45.30
01/05/11
13:10
13.25
2280.19
2266.94
59.5
46.25
09/14/10
8:15
14.02
2280.22
2266.20
85.0
70.98
09/14/10
11:40
13.90
2280.22
2266.32
85.0
71.10
09/14/10
13:30
13.90
2280.22
2266.32
85.0
71.10
09/14/10
16:35
13.87
2280.22
2266.35
85.0
71.13
09/15/10
7:30
13.99
2280.22
2266.23
85.0
71.01
MW-26 09/15/10
10:20
13.90
2280.22
2266.32
85.0
71.10
09/20/10
13:47
14.24
2280.22
2265.98
85.0
70.76
09/22/10
'14:30
14.29
2280.22
2265.93
85.0
70.71
10/06/10
13:52
13.92
2280.22
2266.30
85.0
71.08
10/19/10
13:50
14.22
2280.22
2266.00
85.0
70.78
01/05/11
13:10
13.26
2280.22
2266.96
85.0
1_134
08/11/10
11:44
5.15
2266.58
2261.43
50.0
44.85
09/14/10
8:15
4.05
2266.58
2262.53
50.0
45.95
09/14/10
10:30
3.16
2266.58
2263.42
50.0
46.84
7 09/14/10
11:40
3.30
2266.58
2263.28
50.0
46.70
09/14/10
12:15
3.10
2266.58
2263.48
50.0
46.90
09/14/10
13:30
3.30
2266.58
2263.28
50.0
46.70
09/14/10
15:00
3.25
2266.58
2263.33
50.0
46.75
09/14/10
15:35
2.71
2266.58
2263.87
50.0
47.29
09/14/10
16:35
2.95
2266.58
2263.63
50.0
47.05
09/15/10
7:30
3.50
2266.58
2263.08
50.0
46.50
09/15/10
8:50
3.10
2266.58
2263.48
50.0
46.90
09/15/10
10:20
3.01
2266.58
2263.57
50.0
46.99
MW-39
09/15/10
11:10
2.52
2266.58
2264.06
50.0
47.48
09/15/10
13:20
2.40
2266.58
2264.18
50.0
47.60
09/16/10
1 16:20
4.10
2266.58
2262.48
50.0
45.90
09/20/10
13:48
4.34
2266.58
2262.24
50.0
45.66
09/22/10
11:05
4.46
2266.58
2262.12
50.0
45.54
10/06/10
10:43
4.03
2266.58
2262.55
50.0
45.97
10/19/10
10:44
4.40
2266.58
2262.18
50.0
45.60
11/10/10
14:00
4.17
2266.58
2262.41
50.0
45.83
11/23/10
11:20
4.20
2266.58
2262.38
50.0
45.80
12/09/10
12:00
3.53
2266.58
2263.05
50.0
46.47
01/05/11
13:10
3.31
2266.58
2263.27
50.0
46.69
P:\TEC\Fairview\Analytical and Data\Water\Pilot Test\TEC-Pilot Test -New Wells-GW-Results.XLS Pade 2 of 4

Table 1
Pilot Test Groundwater Elevations
TEC-Fairview
Buncombe County, North Carolina
Well ID
Date
..
Time
I
Depth to
Water Level
(feet below
TOC)
TOC
Elevation
(ft-MSL)
Elevation of
Groundwater
Surface
(ft-MSL)
Total Depth of
Well
(feet below
TOC)
Length of
Water Column
(feet)
08/11/10 -
10:55
3.83
2266.22
2262.39
51.0
-
47.17
09/14/10
8:15
3.08
2266.22
2263.14
51.0
47.92
09/14/10
10:30
2.60
2266.22
2263.62
51.0
48.40
09/14/10
11:40
.2.63
2266.22
2263.59
51.0
48.37
09/14/10
12:15
2.50
2266.22
2263.72
51.0
48.50
09/14/10
13:3 0
2.61
2266.22
2263.61
51.0
48.39
09/14/10
15:00
2.61
2266.22
2263.61
51.0
48.39
09/14/10
15,35
2.30
2266.22
2263.92
51.0
48.70
09/14/10
16:35
2.42
2266.22
2263.80
51.0
48.58
09/15/10
7:30
2.91
2266.22
2263.31
51.0
48.09
09/15/10
8:50
2.58
2266.22
2263..64
51.0
48.42
MW-40
09/15/10
10:20
2.47
2266.22
2263.75
51.0
48.53
09/15/10
11:10
2.20
2266.22
2264.02
51.0
48.80
09/15/10
13:20
2.15
2266.22
2264.07
51.0
48.85
09/16/10
16:20
3.00
2266.22
2263.22
51.0
48.00
09/20/10
13:49
3.29
2266.22
2262.93
51.0
47.71
09/22/10
10:07
3.38
2266.22
2262.84
51.0
47.62
10/06/10
9:38
3.02
2266.22
2263.20
51.0
-47.98
10/19/10
9:47
3.48
2266.22
2262.74
51.0
47.52
11/10/10
14:00
3.11
2266.22
2263.11
51.0
47.89
11/23/10
11:20
3.15
2266.22
2263.07
51.0
47.85
.12/09/10
12-:0-0-
_DNM_
.2266.22
-
--5-1.0-
-
01/05/11
13:10
2.46
2266.22
2263.76
51.0
48.54
08/11/10
9:52
3.22
2266.81
2263.59
49.0
45.78
09/14/10
8:15
3.36
2266.81
2263.45
49.0
45164
09/14/10
10:30
2.91
2266.81
2263.90.
49.0
46.09
09/14/10
11:40
2.99
2266.81
2263.82
49.0
46.01
09/14/10
12:15
2.90
2266.81
2263.91
49.0
46.10
09/14/10
13:30
2.98
.2266.81
2263.83
49.0
46.02
09/14/10
15:00
2.96
2266.81
2263.85
-49.0
46.04
09/14/10
15:35
2.75
2266.81
2264.06
49.0
46.25
09/14/10
16:35
2.85
2266.81
2263.96
49.0
46.15
09/15/10
7:30
2.95-
2266.81
2263.86
49.0
46.05
09/15/10
8:50
2.82
2266.81
2263.99
49.0
46.18
MW-41
09/15/10.
10:20
2.79
2266.81
2264.02
49.0
46.21
09/15/10
11:10
2.62
2266.81
2264.19
49.0
46.38
09/15/10
13:20
2.56
2266.81
2264.25
49.0
46.44
09/16/10
16:20
3.20
2266.81
2263.61
49.0
45.80
09/20/10
13:50
3.34
2266.81
2263.47
49.0
45.66
09/22/10
9:00
3.43
2266.81
2263.38
49.0
45.57
10/06/10
8:35
3.12
2266.81
2263.69
49.0
45.88.
10/19/10
8:48
3.42
2266.81
2263.39
49.0
45.58
11/10/10
14:00
3.215
2266.81
2263.56
49.0
45.75
11123/10
11:20
3.29
2266.81
2263.52
49.0
45.71
12/09/10
12:00
2.73
2266.81
2264.08
49.0
46.27
01/05/11
13:10
2.59
2266.81
2264.22
49.0
46.41
PATECVairview\Analytical and Data\Water\Pflot Test\TEC-Pilot Test -New Wells-GW-Results.XLS - Page 3 of 4

Table 1
Pilot Test Groundwater Elevations
TEC-Fairview
Buncombe County, North Carolina
Well ID Date
Time
Depth to
Water Level
(fe et below
TOC)
TOC
Elevation
_IMSQ
Elevation of
Groundwater
Surface
(ft-MSQ
Total Depth of
Well
(feet below
TOC)
Length of
Water Column
(feet)
08/11/10
12:52
DNM
2267.48
-------
120.0
-------
09/14/10
8:15
8.99
2267.48
2258.49
120.0
111.01
09/14/10
10:30
6.53
2267.48
2260.95
120.0
113.47
09/14/10
11:40
6.50
2267.48
2260.98
120.0
113.50
09/14/10
12:15
6.46
2267.48
2261.02
120.0
113.54
09114/10
13:30
6.45
2267.48
2261.03
120.0
113.55
09/14/10
15:00
6.44
2267.48
2261.04
120.0
113.56
09/14/10
15:35
6.43
2267.48
2261.05
120.0
113.57
09/14/10
16:35
6.45
2267.48
2261.03
120.0
113.55
09/15/10
7:30
6.60
2267.48
2260.88
120.0
113.40
09/15/10
8:50
6.52
2267.48
2260.96
120.0
113.48
RW-06 09/15/10
10:20
6.50
2267.48
2260.98
120.0
113.50
09/15/10
11:10
6.50
2267.48
2260.98
120.0
113.50
09/15/10
13:20
6.49
2267.48
2260.99
120.0 1
113.51
09/16/10
16:20
6.50
2267.48
2260.98
120.0
113.50
09/20/10
13:54
6.54
2267.48
2260.94
120.0
113.46
09/22/10
12:07
6.61
2267.48
2260.87
120.0
113.39
10/06/10
11:40
6.44
2267.48
2261.04
120.0
113.56
10/19/10
11:43
6.82
2267.48
2260.66
120.0
113.18
11/10/10
14:00
6.87
2267.48
2260.61
120.0
113.13
11/23/10
11:20
6.97
2267.48
2260.51
120.0
113.03
----12/Q9/-10-
12:00
6.46
2267.48
2261.02
120.0
113.54.
01/05/11
13:10
6.34
2267.48
2261.14
120.0
113.66
1
08/11/10
12:45
DNM
2267.30
-------
50.0
-------
09114/10
8:15
3.11
2267.30
2264.19
50.0
46.89
09/14/10
10:30
3.12
2267.30
2264.18
50.0
46.88
09/14/10
11:40
3.10
2267.30
2264.20
50.0
46.90
09/14/10
12:15
3.10
2267.30
2264.20
50.0
46.90
09/14/10
13:30
3 .03
2267.30
2264.27
50.0
46.97
09/14/10
15:00
-
3.10
2267.30
2264.20
50.0
46.90
09/14/10
15:35
3.10
2267.30
2264.20
50.0
46.90
09/16/10
16:20
5.10
2267.30
2262.20
50.0
44.90
RW-07
09/20110
13:56
5.30
2267.30
2262.00
50.0
44.70
09/22/10
13:02
5.33
2267.30
2261.97
50.0
44.67
10/06/10
12:40
4.32
2267.30
2262.98
50.0
45.68
10/19/10
12:40
4.45
2267.30
2262.85
50.0
45.55
11/10/10
14:00
4.20
2267.30
2263.10
50.0
45.80
11/23/10
11:20
4.20
2267.30
2263.10
50.0
45.80
12/09/10
12:00
3.62
2267.30
2263.68
50.0
46.38
01/05/11
1310
3.43
2267.30
2263.87
50.0
1 4 .57
Notes:
1. TOC means Top of Casing
2. ft-MSL means feet below Mean Sea Level.
PATEC\Fairview\AnaIyticaJ and Data\Water\Pilot Test\TEC-Pilot Test -New Wells-GW-Results.XLS Page 4 of 4

-NI
Ti3'LJIC 2
Pilot Test VOC Groundwater Analytical Results
TEC-Fairview
Buncombe County, North Carolina
Volatile Organic Compounds (VOCs)
(U
(U
Qj
(D
r-
M
Qj
(U
(U
Sample
LU
E
1
Q.
2
r
a)
a)
0
Well ID
Collection
a)
fo
01
0)
0
0
2
0
0.
0
N
U
0
0
(U
(U
(U
Date
rz
0
0
0
.2
-6
2
2
U
Y
0
0
0
0
9
ra
E
19
-2
0"
H
�4
H
N
(U
CU
It
It:
rIj
(0
r
4
0
H
U
U
8111/2010
< 5.0
< 1.0
< 1.0
22.8
2.6
2.2
10.9
< 1.0
< 1.0
< 2.0
'414.7
< 1.0
5.3
-466-
3.0
< 1.0
9/22/2010
< 25.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.01
5.2
< 5.0
< 5.0
< 10;0
29,.Q
< 5.0
6.2
339
< 10.0
< 5.0
RW-06
10/6/2010
< 25.0
< 5.0
< 5.0
< 5.0
< 5.0
< 5.Oi
< 5.0
< 5.0
< 5.0
< 10.0
< 5.0
< 5.0
< 5.0
< 5.0
< 10.0
< 5.0
10/19/2010
< 50.0
< 10.0
< 10.0
< 10.0
< 10.0
< 10.0
< 10.0
< 10.0
< 10.0
< 20.0
< 10.0
< 10.0
< 10.0
< 10.0
< 20.0
< 10.0
8/11/2010
< 5.0
3.3
< 1.0
'34.4
< 1.01
< 1.0
'�IM'
18.7
< 2.0
�3'39,.'
145
��.':'5.9'01�.'
-47,0
.,6,1
63.2
25.3
9/22/2010
< 100,000
< 20,000
< 20,000
< 20;000
< 20,000
< 20,OdO,
< 20,000
< 20,000
< 20,000
< 40,000
< 20,000
< 20,000
< 20,000
< 20,000
< 40,000
< 20,000
RW-07
10/6/2010
NA
. NA
NA
NA
NA
NA I
NA
NA
NA
NA
NA
NA
NA
NA-
NA
NA
10/19/2010
< 25,000
< 5,000
< 5,000
< 5,000
< 5,000
< 5,000
< 5,000
< 5,000
< 5,000
<. 10,000
< 5,000
< 5,000
< 5,000
< 5,000
< 10,000
< 5,000
8/11/2010
< 5,000
< 1,000
< 1,000
< 1,000
< 1,000
< 1,000
< 1,000
< 1,000
< 1,000
< 2,000
;!�,2;686.'�
-11,2010
1
< 2,000
< 1,000
9/2212010
< 5,000
< 1,000
< 1,000
< 1,000
< 1,000
< 1,000
< 1,000
< 1,000
< 1,000
6'050-,�
1320:,
�-151,000,�
< 2,000
< 1,000
MW-39
10/6/2010
< 5,000
< 1,000
< 1,000
< 1,000
< 1,000
< 1,000
< 1,000
< 1,000
<1,000
7
O-A
"-XTqo,
< 2,000
< 1,000
10119/2010
5,610:,
< 1,000 1
< 1,000
< 1,000
< 1,000
< 1.000
< 1,000
< 1,000
< 1,000
< 2,000
Ij54'0�.':'.'.�141;4150,.
1'0,,�AO,
-156jO' do
< 2,000
< 1,000
8/1112010
< 10.0
< 2.0
5.9-
< 2.0
< 2.0
< 2A
< 2.0
< 2.0
< 2.0
< 4.0
< 2.0
< 2.0
< 2.0
11.1.
< 4.0
< 2.0
9/22/2010
< 5.0
< 1.0
2.8
< 1.0
<-1.0
< 1.0�
< LO
< 1.0
< 1.0
< 2.0
< 1.0
< 1.0
< 1.0
-,,4.5.
< 2.0
< 1.0
MW-40
10/6/2010
< 590
< 1.0
2.9
< 1.0
< 1.0
< 1.01
< 1.0
< 1.0
< 1.0
< 2.0
< 1.0
< 1.10
< 1.0
:.3�T
< 2.0
< 1.0
10/19/2010
< 5.0
< 1.0
3.4
< 1.0
< 1.0
.5c 1.0
< 1.0
< 1.0
< 1.0
< 2.0
< 1.0
< 1.0
< 1.0
2.9
< 2.0
< 1.0
8/11/2010
< 5.0
< 1.0
4.2
< 1.0
< 1.0
< :L.Oi
< 1.0
< 1.0
< 1.0
< 2.0
< 1.0
< 1.0
< 1.0
2.0
< 2.0
< 1.0
9/22/2010
< 5.0 1
< 1.0
3.4
< 1.0
< LO
-� 1.0�
< 1.0
< 1.0
< 1.0
< 2.0
< 1.0
< 1.0
< 1.0
< 1.0
< 2.0
< 1.0
MW-41
1016/2010
< 5
< 1.0
3.5
< 1.0
-cc 1.0
< 1!01
< 1.0
< 1.0
< 1.0
< 2.0
< 1.0
< 1.0
< 1.0
< 1.0
< 1.0
< 1.0
10/19/2010
< 1.0
5.0
< 1.0
< 1.0
< 1.0,
< 1.0
< 1.0
< 1.0
< 1.0
< 1.0
< 1.0
< 1.0
< 1.0
< 1.0
2L Standards
0.3
70
1,000
7
6 1
_ 70
600 1
5
0.7
600
200
3
500
500
Notes:
1. This table only includes compounds that were recently and historically detected above method detection limits.
2. The complete suite of compounds can be found in the individual analytical reports.
3. Concentrations are in micrograms per liter (pg/L).
4. "<" means the result is less than the method reporting limit.
5. 2L Standards from North Carolina Administrative Code (NCAQ Ttle 15A, Subchapter 2L, effective jahuary 1, 2010.
6. Bold indicates a detection over the laboratory reporting limit and shaded indicates exceedance of the 2L Standard.
7. NL indicates a 2L standard is not listed.
P:%TEMFalrvlew\Analytical and Data\Water\Pilot Test\TEC-Pilot Test -New Wells-GW_Results.XLS Page 1 of I

Table 3
Pilot Test. Groundwater Analy�ical Results
TEC-Fairview
Buncombe County, North Carolina
Metals
E
Sample
E
E
tM
Im
E
Well ID
Collection
2
U
a)
bate
E
CL
CD
M
0
-j
N
iz
0
U
0
in
z
8/11/2010
4.7�-,,-
< 1.0
< 5.0
< 5.0
< 0.20
6-1-.-4"-,-'
3 . 7.8
45.2
< 0.10
< 5.0
17.8
RW-06
9122/2010
< 5.0
< 1.0
< 5.0
< 5.0
< 0.20
< 5.0
30.8
35.0
2.8
5.2
< 5.0
10/612010
< 5.0
< 1.0
< 5.0
0.38
< 5.0
< 16.0
41.8
2.8
< 50.0
< 5.0
10/19/2010
< 5.0
< 1.0
-,�1,17,-
< 5.0
< 0.20
< 5.0
17.4
42.0
3.2
5.0 -
< 5-.0
8/11/2010
<5.0
< 1.0
< 5.0
< 5.0
< 0.20
< 5.0
< 10.0
14.7
2.7
< 5.0
< 5.0
RW-07
9/22/2010
j,'4,to
< 100
J, 86,01.
< 500
31,
526
< 1,000
259
< 1,000
< 10,000
< 25,000
10/6/2010
< 500
< 100
-ii-*QO -
< 500
< 20.0
< 500
< 1,000
418
< 20.0
< 25,000
< 5.0
10/19/2010
< 500
< 100
758,'-.,
< 500
< 2.0
< 500
< 1,000
< 25,000
< 10.0
< 5,000
< 5,000
8/11/201 0
< 5.0
5�2
42 , 1-�
228
< 0.20
3k''
498
17.9
0.46
< 5.0
< 5.0
MW-39
9/22/2010
< 5.0
-3'§1"
210
< 0.20
'�B115-
467
14.4
0.48
< 5.0
< 5.0
10/6/2010
< 5.0
1.0
-j43-�:.',
184
0.20
359;
416
17.8
0.14
< 5.0
< 5.0
10/19/2010
< 5.0
'--6;0;
218
0.26
4 A 6
493
15.4
0.34
< 5.0
< 5.0
8111/2010
< 5.0
< 1.0
.69.4
25.5
< 0.20
< 5.0
41.0
15.8
2.8
< 5.0
< 5.0
MW-40
9/22/2010
< 5.0
< 1.0
10.0
< 0.20
< 5.0
18.9
12.4
2.9
< 5.0
< 5.0
lo-/6-/2010-
-< -5-
.0
< 1.0
--89"3,
32.5
< 0.20
5.1
41.6
14.6
2.6
< 5.0
< 5 0
10/19/2010
< 5.0
< 1.0
-921,-
.3
31.7
< 0.20
< 5.0
58.9
10.2
2.7
< 5.0
< 5.0
8111/2010
< 5.0
< 1.0
i2T�--,
94.1
< 0.20
12.9
124
10.5
3.2
< 5.0'
< 5.0
MW-41
9/22/2010.
< 5.0
< 1.0
;12�,
82.8
< 0.20
11.1
95.9
10.3
3.3
< 5.0
< 5.0
10/6/2010
< 5.0
< 1.0
'B'3;
'2-,
70.5
< 0.20
9.1
69.6
12.6_
3.2
< 5.0
< 5.0
10/19/2010
< 5.0
< 1.0
7.1
< 5.0
< 0.20
< 5.0
< 10.0
10.2
3.3
< 5.0
< 5.0
2L Standards
-10
10
1,000
. 1
15
1,000
NIL
10
250
1 250
Notes:
1. This table only includes compounds that were recently and historically detected above method detection limits.
2. The complete suite of compounds can be found in the individual analytical reports.
3. Concentrations are In micrograms per liter (pg/L).
4. 11<11 means the result is less than the method reporting limit.
5. 2L Standards from North Carolina Administrative Code (NCAC) Title 15A, Subchapter 2L, effective January 1, 2010.
6. Bold Indicates a detection over the laboratory reporting limit and shaded indicates exceeclance of the 2L Standard.
7. NIL indicates a 2L standard is not listed.
P:\TEC\Fairview\Analytical and nata\Water\Pilot Test\TEC_Pilot Test -New Wei Is-GW-Results.X L-q Page I of I

Table 4
Pilot Test Water Quality,Parameters
TEC-Fairview
Buncombe County, North Carolina
Well ID
Date
Dissolved
Oxygen
(mg/L)
Oxygen
Reduction
Potential
(MV)
pH
Specific
Conductance
(PS)
Temperature
(00
Turbidity
(NTU)
08/11/10
6.85
30.1
5.82
80
16.50
21.92
RW-06
09/22/10
0.00
516
5.97
134
16.92
2.97
10/06/10
7.96
572
6.06
172
16.98
3.02
10/19/10
4.98
624.4
6.03
103
16.59
3.01
08/11/10
17.42
161.6
5.57
39
17.78
2.20
RW-07
09/22/10
0.00
718
6.67
37.9
17.90
117.0
10/06/10
7.65
652
6.85
960
17.62
53.64
10/19/10
5.57
713.3
6.54
3413
17.03
40.97
08/11/10
3.24
221.9
5.15
35
18.82
190.4
MW-39
09/�2/10
-
0.00
289
5.40
51
17.44
740.4
10/06/10
0.20
230
5.46
-
57
17.21
745.7
10/19/10
3.73
178.3
5.53
38
16.74
377.7
08/11/10
16.83
212.5
5.13
38
18.58
23.46
MW-40
09/22/10
4.09
268
5.28
61
17.18
104.5
10/06/10
2.50
258
5.44
60
17.42
296.9
10/19/10
3.21
207.4
5.67
45
16.61
368.0
08/11/10
10.83
208.3
5.34
42
17.00
900.0
MW-41
09/-22/10
-
-3-.54 -
-320-
5.25-
68- -
16.-96- - -
-654:0--
10/06/10
5.46
262
5.25
75
'16.79
530.6
10/19/10
5.27-
230.6
5.14
50
15.78
496.7
Notes:
1. pH measured in standard units
2. 'C denotes degrees Celsius
3. pS denotes microsiemens
4. MV denotes millivolts
5. mg/L denotes milligrams per liter
6. NTU denotes nephelometric turbidity units
7. Parameters are those measured following stabilization.
P:\TEC\Fairview\Analytical and Data\Water\Pilot Test\TEC-Pilot Test -New Wells-GW-Results.XLS Page I of I

Sodium Permanganat! ,1on Event Summary
Tyc , 0 Electronics corporation
F airview, North Carolina
I
Time
Approximate
NaIVInO4
Concentration
Approximate
Injection Flow
Rate (gprn`)
Calculated
Injection Flow
Rate (gpO)
Pressure
Reading at
Wellhead
(Psid
Approximate
Incremental
Volume
Injected
Approximate'
Cumulahve
., to
Vol,
injected :1
Depth to Water (feet below TOC)
-
RW 07
RW-00
I
MW- ITIMI-ITM
W-41
1AW-03
MW-17
MW-26
MW-25
Notes/Observations
9/14/2010
8:15 AM
3.11.
8.99
4.05
3.08
3.36
6.25
1.40
14.02'
14.03
Mix Batch #1 consisting of approximately 100
gallons water and 25 gallons 40% NaMnC,
9:35 AM
10:30 AM
IWA
0.9 to L2
3-8
4
Begin Injection HL
3.12
6.53
116
2m6O
2.91
6.25
L.2
10:45 AM
125
125
top 111 .1 Mix Batch 112 consisting of
pp..,.a,.Iy 100 gallons water and 25 gallons
40% N.MnO4.
11:00 AM
11:40 AM
10%
0.95 to 1.4
1.3
2
I
Begin Injection #2.
1
3.10
1 6.50
1 3.30
6.22
132
13.90
13.60
12:15 PM
12.30 PM
3.10
1 6.46
1 3.10
6.23
L28
NMr
NMT
120
245
Stop Injeell-In #2. Mix Batch #3 consisting of
approximately 100 gallons water and 25 gallon
40% NaMnO,.
1:00 PM
1:30 PM
ID -A
0.99 to L6
1.2
2
I
gin Injection #3.
3.30
6.21
1.32
13.90
13.85
2:40 PM
120
365
Stop Injection #3. Mix Batch 44 consisting of
approximately 100 gallons water and 25 gallons
40% NaMnO4.
2:55 PM
10
1.95
2.3
4
gin Infection 04.
3:00 PM
3.10
1 6.44
1 3.25
2.61
2.96
6.21
L31
NMT
NNTr
3:35 PM
2*07
1
3.10
6.43
2.71
2.30
2.75
6.19
L30
NMT
NIAT
3:50 PM
125
490
Stop Injection 04. Mix Batch #5 consisting of
approximately 120 gallons water and 25 gallons
40-A NaMnC,.
4:20 PM
4131 AM
�10%
L76 to 2.05
Ll
4
Begin Infection #5.
1
NlAr
1 6.45
11 2.95
2.42
2 5
6.20
L34
1 13.87
13.65 1
5:30 PM
.2.
-
Stop Injection #S. Stand down forthe evening.
9/15/10
7:005AM
Mix Eltach III mrsIstin, of approximately 10D
gallons water and 25 gallons 40-1 NaMnO4.
-2,15
7,30 Am
8:20AM
10%
21o2.3
23
2
NMT 1
6.60
6,11
1,42
11,19
13.95
-Begin Infection HIS.
115
7�5
stop Injecti n tffi. Mix Batch U7 consisting of
approximately 100 gallons waterand 2.5 gallons
40A NaMnO,
8:45 AM
8:50 AM
IM/6
L9 to 2.3
2.1
2
Beef Injection #7.
NMT
6.52
3.10
2.58
L38
NMI
9:40 AM
115
850
p Injection H7. Mix Batch #8 consisting of
piproximately140 Ilons water and 35 gallons
a 40ga
% NaMnO,.
10:15AM
10:20AM
1frA
L76 to 2.01
L9
2
B in Infection One.
N M�r
6.50
3.01
279
11:10AM
11:45 AM
NMr
50
2m62
-
170
:::102:
t
7
Stop Injection 08. Mix Batch 09 consisting of
pproximately 140 gallons mtgr and 35 gallons
40% NaMnC,.
12:30 PM
:20 IM
IV/
1
1.8 to 2.7
1
1.9
1
2
1
Begin Inlection #9.
NIVIT
6.49
2.40
2.15
2.56
6.26
NMr
NMI
NKr I
�_2 PM
175 i
1195
I
Stop Infection #9.
Notes:
1 =flow rate measured at the gauge at the well head.
2 - pump In well was pulled at about 7:50 AM 9/13/10
NMT = No measurement taken.
3 Volume measured based on graduated 225 gallon square poly tanL
4 Calculated flow rate based on volume Injected over time.
P.\TEC\Falmiew\Co�spandence\Pilot Test_2010VIeld Work\Injectlon Event Record.,do,

APPENDICES

APPENDIX A
DENR Issuance of Injection Permit dated June 21, 2010

AVAI
HCDEHR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleeri H, Sullins Dee Freeman
Governor Director Secretary
June 21, 20 i 0
Richard Surninski
Tyco Elecfronics Corporation
P.O. Box 3608, M/S 140-42
Harrisburg, PA 17105
Reff: issuance of Injection Pernift-W10100089
Tyep Electronics Corp. Facility
Fairview,Buncombe, i:',ounty, North. Carolina.
Dear Mr. Suminski:
In accordance with the application received on March 24, 2010, and the supporting data.teceived May 25. 2010, and Julie
9, , 2010 we are forwarding permit number W10100089. This pqftxlit :is to inject sodium permanganate to rem6diate
n vents at the, facility referenced above. This permit shall be effective from
gro�;i�ater contami ated with chlorinated sol ; �
and shall be subject to the conditions and limitations stated therem, including the
the date of issViance iffitil May 3 1, 2012,
requirement to submit a final project evaluation as stated in PART. VII — MONITORING AND REPORTING
REQUIREMENTS. ?lease read the entire pern-4t to ensure that you are aw are of all compliance requirements of the
permit.
You will need to notify this office by telephone 48 hours prior to initiation of operation -of the facility. In order to
continue unintprrqpted legal use of the'Injection. facility for fhe..-statedpuipose, you must submit an application to renew
if you
the permit 120 days prior to its expiration date, Please contact me at 9.19-715-6164 or Thonlas.Slusser(omcdelingov
have any questibils-abon.t your permit,
Best Regards,
Thomas Slusser, L.G.
Program Manager
Underground Inj ection. Control Program
cc: Landon Davidson, Asheville Regional Office
Alec MacBeffi, Altamont Environmental,. 231 Hayv,,00d St... Asheville, NC 28801
Robert Luftly, DWM Superfund Section
WI0100089 Permit File
AQUIFER PROTEGTI'ON SECTION
1636 Mail ServioeCenter, Raleigh. North Carolina 27699-1636
Location: 2728 Cal�ltal Boulevard, Raleigh. North Carolina 27604 One
Phone: [phone] \ FAX 1: 919-715-0588; PAY 2- 619�7115-6048 � Customer SeNice: 1 -877-62376748 NorthQtrolffia
Internal: wimt.hwatemuality.org
Aaturaffiz
An Equal Opportunity I Atii(mative kli,, Employer V

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH, NORTH CAROLINA -
PERMIT FOR THE CONSTRUCTION AND OPERATION OF A WELL FOR INJECTION
In accordance with the provisions ofArticle 7, Chapter 87; Article 21, Chapter 143, and. other
applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Tyco Electronics Corporation
FOR THE OPERATION OF I TYPE 51 INJECTION WELL, defined in Title 15A North Carolina
Administrative Code 2C.0209(e)(3)(C), to inject sodium permanganate, for the chemical oiidation
of chlorinated solvents. These injection wells/points will be located at the Tyco Electronics
Corporation facility located at 1396 Charlotte Highway in Fairview, Buncombe County, North
Carolina, and will be operated in accordance with the Application submitted March 24, 2010, and in
conformity with the specifications and supporting data submitted May 25, 20 10, and June 9, 2010,
all ofwhich are filed with the Departmentbf Environment and Natural Resources and are considered
a part of this permit.
This pmViit is for Operation only and does not waive any prqvisions of the Water Use Act or any
other applicable Laws,'Rules, -or -Regulatiqns. 'Operation and use of an injection well shall be in
.compliance with Title 15A North Carolina Administrative Code 2C.01 00 and.0200, and any other
Laws, Rules, and Regulations pertaining to well construction and use.
This permit shall be effective, unless I revoked, from the date of its issuance until May 3 r, 2012, and
shall be subject to the specified conditions and limitations set forth in Parts I through X hereof.
Permit issued this the 21 st day of June, 2010.
,,V\,Cole�n H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission.
PermitNo. WI0100089 PAGE I OF 6
ver. Jan.2010 AP[U!C-6
M

PART I - WELL CONSTRUCTION GENERAL CONDITIONS
1. The Permittee must comply with all conditions ofthis permit and with the standards and criteria
specified in Criteria and Standards Applicable to Injection Wells (15ANCAC 2C.0200). Any
noncompliance with conditions of this permit constitutes a violation of the North Carolina Well
Construction Act and is grounds for enforcement action as provided for in N.C.G.S. 87-94.
2. This permit shall become voidable unless the -facility is constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
3. This permit is valid only for construction of the number of injection wells described in the
application and other supporting data. Construction of additional injection wells must be
approved in advance by the Aquifer Protection Section.
4. Each injection well shall not hydraulically connect separate aquifers.
5. Each injection well shall be constructed in such a manner that water from land surface cannot
migrate into the gravel pack or well screen.
6. Each injection well shall be secured to reasonably insure against unauthorized access and use.
Each well shall be permanently labeled with a warning that it is for injection purposes and the
entrance to each well must be secured with a locking cap.
7. Each injection well shall be afforded reasonable protection against damage during construction
and' 'Use.
8. Each injection well shall have permanently affixed an identification plate.
9. Within 30 ays of completion of well construction, a completed Well Construction Record
(Form GW-1) must be -submitted for each injection well to -
Aquifer Protection Section-UIC Program
DENR-Division.of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
PART 11 - WELL CONSTRUCTION SPECIAL CONDITIONS
At least forty-eight (48) hours priorto cdnstr-acting each injectionwell, thePermittee shall notifythe
Aquifer Protection Section -Underground Injection Control (UIC) Central Office staff, telephone
number [phone] and the Asheville Regio nal Office Aquifer Protection Section Staff,
telephone number [phone].
Permit No. WI0100089 PAGE 2 OF 6
ver. Jan.201 0 APAJIC-6

PART M - OPERATION AND USE GENERAL CONDITIONS
1. This permit is effective only wit respect to the nature, volume ofmaterials, rate,ofinjection, and
number of injection wells as described in the application and other supporting data.
'2. This permit is not transferable without prior notice to, and. approval by, the Director of the
Division of Water Quality (Director). in the event there is a desire for the facility to change
ownership, or there is a name change of the Permittee, a formal permit amendment request must
be submitted to the Director, including any supporting materials as maybe appropriate, at least
3 0 days prior to the date of the change.
3. The issuance of this permit shall not relieve the Permittee*ofthe responsibility of complying with
any and all statutes, rules, regulations, or ordinances which maybe imposed by other local, state,
and federal agencies which have jurisdiction. Furthermore, the issuance of this permit does not
imply that all regulatory requirements have been met.
PART IV - PERFORMANCE STANDARDS
The injection facility shall be effectively maintained and operated at all times so -that there is no
contamination of groundwater which will render it unsatisfactory for normal use. In the event
that the facility fhils to- perform satisfactorily, including the creation of nuisance conditions or
failure of the injection zone to adequately assimilate the injected fluid, the Permittee shall take
immediate corrective actions including those actions that may be required by the Division- of
W�ter Quality such as the repair, modification, or abandonment of the injection facility.
2. The Peirnittee shall be required to comply with the terms and conditi�ons of this permit even if
compliance re4uires a reduction or elimination of the perinitted activity.
3. The issuance of this permit shall not relieve- the Permittee of the responsibility for damages to
surface or groundwater resulting from the operation of this facility.
PART V - OPERATION AND MAINTENANCE REQUIREMENTS
1. The injection facility shall be properly maintained and op . erated at all times.
2. The Permittee must notify the Division and receive pnor written approval from the Director of
any planned physical alterations or additions in the permitted facility or activity not specifically
authorized by the permit.
3. At least forty-eight (48) hours prior to the initiation of the operation of the facility for injection,
the Permittee must.not-ifyby telephone the Aquifer Protection Section-UIC, Central 0Aice staff,
telephone number [phone]. Notification is required so that Division staff can inspect or
otherwise review the injection facility and determine if it.is in compliance with permit
conditions.
Pennit No. W101 00089 PAGE 3 OF 6
ver. Jan-.2010 AP/UIC-6

PART VI - INSPECTIONS
Any duly authorized officer, employee, or representative of the Division of Water Quality may,
upon presentation of credentials, enter and inspect any property, premises, or place on or related
to the injection facility at any reasonable time ' for the purpose of determining compliance with
this permit, may inspect or copy any records that must be maintained under the terms and
conditions of this permit, and may obtain samples of groundwater, surface water, or injection
fluids.
2. Department representatives shall have reasonable access for purposes of inspection, observation,
and sampling associated with injection and any related facilities as provided for in N.C.G.S. 87-
90.
3.. Provisions shall be made for collecting any necessary and appropriate samples associated with
the injection facility activities.
PART VII - MONITORING AND REPORTING REQUIREMENTS
1 The proposed monitoring plan included in the application shall be followed. All sample results
shall be submitted to the Aquifer Protection Section's Asheville Regional Office and the Raleigh
Central Office. Any monitoring (including groundwater, surface water, or soil sampling) deemed
necessary by the Division of Water Quality to ensure surface and ground water protection, will
be established and an acceptable sampling reportir�g schedule shall be followed.
2. The Permittee shall submit an Injection Event Record within 30 days of completing each
injection.
3. The Permittee shall produce a final project evaluation within 9 months after completing all
injection -related activity associated with this permit or produce a project interim evaluation
before submitting a renewal application for this permit. This document shall assess the injection
projects findings in a written summary. The final project evaluation shall also contain
monitoring well sampling data, contaminant plume maps and potentiometric surface maps.
4. The monitoring. results and the final . project evaluation shall be submitted to:
and to:
Aquifer Protection Section-UIC Program
DENR-Division of Water Quality
1636*Mail Service Center
Raleigh, NC 27699-1636
Aquifer Protection Section
DENR-DWQ Asheville Regional Office
2090 U.S. Highway 70
Swannanoa, NC 28778
Permit No. W10 100089 JAGE40F6
ver. Jan.2010 A-P/UIC-6

5. The Permittee gliall report by telephone, within 48 hours ofthe occurrence or first knowledge of
the occurrence, to the Asheville Regional Office, telephone number 828-296-4500, any of the
following:
(A)Any occurrence at the injection facility which results in any.unusual operating
. circumstances;
(B) Any failure due to known or unknown reasons, that renders the facility incapable of
proper injection operations, such as mechanical or electrical failures.
6. Where the P ermitte6 becomes aware of an omission of any relevant facts in a permit application,
or of any incorrect information submitted in said application or in any report to the Director, the
relevant and correct facts or information shall be promptly submitted to the Director by the
Permittee.
7. 'hi the event that the permitted facility fails to perform satisfactorily, the Permittee shall take such
� immediate action as maybe required by the Director. I
PART VIII - PERMIT RENEWAL
In order to continue uninterrupt ed legal use of the injection facility for the stated purpose, the
Pennittee must submit an application to renew the permit 120 days prior to its expiration date.
PART IX - CHANGE OF WELL STATUS
I The Permittee shall provide written notification within 15 days of any change of status of an
injection - well. - Such a change would include the discontinued use -of a Well for injection. Na
well is taken completely out of service, temporarily, the Permittee must install a sanitary seal. If a
well is not to be used fo r any purpose that well must be permanently abandoned according to
15A NCAC 2C .0 113, Well Construction Standards..
2. When operations have ceased at the facility and a well will no longer be used for any purpose,
the Permittee shall a�andon that injectiPil well in accordance witl�the procedures. specified;in
15A NCAC 2b .01 f3­(b), including but not limited to the following:
(A) All casing and screen mateHals ' may be removed prior to initiation of abandom-nent
procedures if such removal will not cause or contribute. to contamination of the
groundwaters.
(B) The entire depth of each welf shall be sounded before it is scaled to insure freedom from
obstructions that 'May interfere with scaling operations.'
(C) The well shall be thoroughly disinfected, prior to sealing, if the Director determines that
failure to do so could lead to the contamination of an underground source of drinking
water.
(D) Drilled wells shall be completely filled with cement grout or bentonite grout, which shall
PAGE50F6
Pennit No. W10 100089 ANUIC-6
ver. Jan.2010

be introduced into the well through a pipe which extends to the bottom ofthe well and is
raised as the well is filled.
(E) In the case of gravel -packed wells in which the casing and screens have not been
removed, neat -cement, orbentonite grout shall be injected into thewell completely filling
it from the bottom of the casing to the top.
(F) In those cases when, as a result of the injection operations, a subsurface cavity has been
created, each well shall be abandoned in such a manner that will prevent the movement
of fluids into or between underground sources of drinking water and in accordance with
the term's and. conditions of the permit.
(G) The Permittee shall submit a Well Abandonment Record (Form GW-30) as specified in
15A NCAC 2C.0213(h)(1) within 30 days of completion of abandonment.
3. The written documentation required in Part IX (1) and (22) (G) shall be submitted to:
Aquifer Protection Section-UIC Program
DENR-Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
PART X — WORKER PRECAUTIONS DURING APPLICATION
1 Some effects reported to be associated with the product proposed to be used are as follows: eye,
skin, nose, throat, and lung irritation'. If the product is released into the environment in a way
that could result'in a suspension of fine solid or liquid particles (e.g., grinding, blending,
vigorous shaking or mixing), then proper personal protective equipment should be used. The
application process should be reviewed by an industrial hygienist. to ensure that the most
appropriate personal protective equipment is used.
2. Persons working with these products should wear goggles or a face shield, gloves, and protective
clothing. Face and body protection should be used for* anticipated splashes or sprays.
3. Eating, drinking, smoking, handling contact lenses, and applying cosmetics should not be
per mitted in the application area during or immediately following application.
4. Safety controls should be in place to ensure that the check valve and the pressure delivery
systems are working properly.
5. The Material Safety Data Sheets shoulabe followed to prevent incompatible or adverse reactions
and injuries.
Permit No. WIO 100089 PAGE 6 OF 6
ver. Jan.2010 APIMC-6

APPENDIX B
Well Construction Records

NoNRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2581
1. WELL CONTRACTOR:
BRIAN THOMAS
Well Contractor (individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
704 . - 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) MW-39
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #Cif applicable)
WELL USE (Check Applicable Box) Monitoring ZI MunicipaltPubliG r-1
Industdal/Commercial LI Agricultural Ei Recovery El Injection 0
IrrigationEl Other 0 (list use)
DATEDRILLED 07/27/10-07/28/10
TIME COMPLETED AM El PM [I
3. WELL LOCATION:
CITY: FAIRVIEW COUNTY UNION
1396 CHARLOTTE HIGHWAY 28730
(Street Name, Numbers, Community, SubdhAslon, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
E]Slope []Valley []Flat []Ridge E] Other
(check-appropiriate bax)
LATITUDE May be in degrees,
minutes, seconds or
LONGITUDE in a decimal format
Latitude/longitude source: EiGPS Ei Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
4. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY TYCO ELECTRONICS
STREETADDRESS 1396 CHARLOTTE HIGHWAY
FAIRVIEW
NC 28730
City or Town
State Zip Code
CONTACT PERSON
TYCO ELECTRONICS, INC
MAILING ADDRESS
1396 CHARLOTTE HIGHWAY
FAIRVIEW
NC 28730
City or Town
State Zip Code
Area code - Phone number
5. WELL DE TAILS:
a. TOTAL DEPTH: 60-0 FEET
b. DOES WELL REPLACE EXISTING WELL? YESo NOE]
c. WATER LEVEL Below Top of Casing: 39.0 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 0.0 FT. Above Land Surface*
*Top of casing terminated atlor b�low land surface may reqUire
a variance in accordance with 15A NCAC 2C.01 I B.
e. YIELD (gipmy NIA METHOD OF TEST N/A
f. DISINFECTION: Type NIA -Amount N/A
g. WATER ZONES (depth):
From To From To
From�__To From To
From To From To
6. CASING: Thickness/
Depth Diam er WOht Material
From 0.0 To 30.0. Ft. 2 INCA SC 40 PVC
From To - Ft._
From To Ft._
7. GROUT: Depth Material Method
From 0.0 To 26.0 Ft. Portland bentonite I SLURRY
From To -Ft__
From To Ft
8. SCREEN: Depth Diameter Slot Size Material
From 30.0 To 50-0 Ft. 2.0 in. -010 - in. PVC
From To Ft. in. - in.
From To Ft. in. _ in.
9. SANDIGRAVEL PACK:
Depth Size Material
From 28.0 To 50.0 Ft. 20-40 FINE SILICA SAND
From -To- Ft._
From To Ft.
10. DRILLING LOG
From To
Formation Description
0.0 1.0
ASPHALT/GRAVEL
1.0 5.D
BROWN SILTY CLAY
5.0 23.0
RED SILTY CLAY
23.0 41.0
TAN SILTY CLAY
41.0 50.0
TAN SILT CLAY/PARTIAL WEATHER ROCK
11. REMARKS:
BENTON ITE SEAL FROM 26.0 TO 28.0 FT
E I ER F HAT H EL A CONSTRUCTED IN ACCORDANCE WrrH
S CONS- U0 ""' "LLUY"�� ""
ffll'�W TA �OPYOF' H�
y T T T SW
0 By C L C C T is
K-, A E R 'ON AN �RD AND �THAO
W L 00" T ST s
P
C. B� � I D OWNER
As E Rov DE To
08/11 11 0
.4
I ATURE OF CERTIFIED WELL CONTRACT R DATE
BRIAN THOMAS
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-1b
1617 Mail Seirvice Center- Raleigh, NC 27699-1617 Phone No. [phone] ext 668.- Rev. 7105

5.. NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2581
1. WELL CONTRACTOR:
BRIAN THOMAS
Well Contractor (Indi%,idual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
(704 - 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID#(if applicable) MW-40
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring gi Municipal/Public El
Ind ustdal/Commerci al Ei Agriculturalo Recovery E] Injection
IrrigationD Other E] (list use)
DATEDRILLED 07/27/10-07128110
TIMECOMPLETED AM Ei PM D
3. WELL LOCATION:
CITY.. FAIRVIEW COUNTY UNION
1396 CHARLOTTE HIGHWAY 28730
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
E]Slope oValley L]FIat E]Ridge C] Other
-- ­ - - -(check appropriate -box)
LATITUDE M be in degrees,
minutes, seconds or
LONGITUDE in a decimal fornnat.
Latitude/longitude source: EiGPS [:iTopographicrnap
(location of well -must be shown on a USGS topo map and
attached to this form ff not using GPS)
4. FACILITY- is the name of the business where the well is lorated.
FACILITY ID #(if applicable)
NAME OF FACILITY TYCO ELECTRONICS
STREET ADDRESS 1396 CHARLOTTE HIGHWAY
FAIRVIEW NC 28730
City or Town State Zip Code
CONTACT PERSON TYCO ELECTRONICS, INC
MAILING ADDRESS 1396 CHARLOTTE HIGHWAY
FAIRVIEW NC 28730
City or Town State Zip Code
Area code - Phone number
6. WELL DETAILS: -
a. TOTAL DEPTH: 51.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES 0 NO [D
c. WATER LEVEL Below -fop of Casing: 39.0 FT.
(Use "+" if Above Top of Casing).
d. TOP OF CASING IS 0.0 FT. Above Land Surface
*Top of casing terrninated atlor below land surface may require
a variance in accordance vAth 15A NCAC 2C .0118.
e. YIELD (gpm): NIA METHOD OF TEST N/A
f. DISINFECTIOM: Type N/A Amount NIA
g. WATER ZONES (depth):
From -To- From- To
From To From To
From -To- From- To
6. CASING: Thickness/
Depth Diam er WePht Material
From 0-0 To 31 .0 Ft. 2 INCA SC 40. PVC
From To- Ft._
From To Ft._
7. GROUT: Depth Material Method
From 0.0 To 26.0 Ft. Portland bentonite SLURRY
From To Ft.
Frorn-_ To Ft.
8. SCREEN: Depth Diameter Slot Size Material
From 31 .0 To. 51,0 Ft. 2-0 in. .010 - in. PVC
From To Ft. -in. - in.
From- To- Ft. in. - in.
9. SANDIGRAVEL PACK:
Depth Size Material
From 28.0 To 51.0 Ft. 20-40 FINE SILICA SAND
From To Ft._
From To- Ft.
10. DRILLING LOG
From To Formation Description
0.0 1.0 ASPHALT/GRAVEL
1.0 6:0 BROWN SILTY CLAY
6.0 24.0 RED SIL TIY CLAY
24.0 40.0 TAN §ILTY CLAY
40.0 51.0 TAN SILT CLAYIPARTIAL WEATHER ROCK
11. REMARKS:
BENTONITE SEAL FROM 26.0 TO 28.0 FT
I DO HEREBY CERTIFY THATTHIS WELLWAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
S BEEN PROVIDEDTOTHE W -LOWNER.
08/11/10'
FIEDNVf-L1!6M�%1 DATE
BRIAN THOIAAS
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: information Mgt., Form GWA b
16417 Nflail Service Center- Raleigh, NG 27699-161 71 P�ioi-[eNo.[phone]..5ext568. Rev. 7/05

NONRESIDENTL�a WELL CONST* RUCTION RECORD
6 :M
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2581
1. WELL CONTRACTOR:
BRIAN THOMAS
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
(704 - 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID*(if applicable) MW-41
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring 91 Municipal/Public[]
lndustdal/CommercialEl AgriculturaIE] Recovery El Injection
Irtrigation[:3 Other E] (list use)
DATE DRILLED 07127/10 - 07/28/io
TIME COMPLETED AM E) PM o
3. WELL LOCATION:
CITY: FAIRVIEW COUNTY UNION
1396 CHARLOTTE HIGHWAY 28730
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC /LAND SETTING:
DSIope ElValley EiFlat E]Ridge E] Other
-_ - - - -(check appropriate -box) -
LATITUDE May be in degre
minutes, seconds dr
LONGITUDE in a decimal format
Latitude/longitude source: EIGPS Ei Topographic map
(location of we# must be shown on a USGS topo map and
attached to this form if not using GPS)
4. FACILITY- is t he name of the business where the well is located.
FACILITY ID #(if applicable) '
NAMEOFFACILITY TYCO ELECTRONICS
STREET ADDRESS 1396 CHARLOTTE HIGHWAY -
FAIRVIEW NC 28730
City or Town State Zip Code
CONTACT PERSON TYCO ELECTRONICS, INC
MAILING ADDRESS 1396 CHARLOTTE HIGHWAY
FAIRVIEW NC 28730
City or Town State Zip Code
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 49-0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES 0 NO 91
c. WATER LEVEL Below Top of Casing: 39.0 T.
(Use 'Wif Above Top of Casing)
d. TOP OF CASING IS 0.0 FT. Above Land Surface*
*Top of casing terminated atlor below land surface may require
a variance in accordance with 15A NCAC 2C.01 18.
e.'YIELD(gpm): N/A METHOD OF TEST N/A
f. DISINFECTION: Tipe NIA Amount N/A
9. WATER ZONES (depth):
From- To- From- To
From- Tc- From- To
From- To- From - To
6. CASING: Thickness/
.. Depth Diam er WeAt Material
From 0-0 To 29.0 Ft. 2 INCO SC 40 . PVC
From- To- Ft.-
From- To- Ft-_
7. GROUT: Depth Material Method
From 0.0 To 25.0 Ft. Portland bentonite SLURRY
From To- Ft.
From To Ft.
8. SCREEN: Pepth Diameter Slot Size Material
From 29-0 To 4 9.0 Ft. 2.0 in. .010 in. PVC
From- To - Ft.- in. - in.
From- To Ft. in. _ in.
S. SANDIGRAVEL PACK:
Depth Size Material
From 27.0 To 49.0 Ft. 20-40 FINE SILICA SAND
From To Ft.
From -To- Ft.
10. DRILLING LOG
From To Formation Description
0.0 1.0 ASPHALT/GRAVEL
1.0 6.0 .13ROA SILTY CLAY
6.0 24.0 RED SILTY CLAY
24.0 49.0 TAN SILTY CLAY
11. REMARKS:
BENTON ITE SEAL FROM 25.0 TO 27.0 FT'
I DO HEREBY CERTIFY THATTHIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
�RRE S BEEN PROVIDED TO THE WELLDWNER.
Ir 08/11/10
AIQED VWA A" 'L-- DATE
13RIAN THOMAS
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt.,
Jnl� Form GW-1 b
Mail Seirvice Cen'ter - Raleigh, NO 27699-i 6117 Phone No. [phone] ext 568. Rev. 7/05

APPENDIX C
Lithology Logs

WELL NUMk3t:K MVV-,IUVV I
En I ENZYME" I Raw rem PAGE I OF 2
L ENGINEERING YDROGEO LOGY
------- - - - -------
CLIENT TEC-Fairview PROJECT NAME Pilot Test Plan
PROJECT NUMBER 2281.53 PROJECT LOCATION Fairview, NC
DATESTARTED 7/27/10 COMPLETED 7/27/10 GROUND ELEVATION — HOLESIZE 8
DRILLING CONTRACTOR Geologic Exploration — GROUND WATER LEVELS:
DRILLINGMETHOD DIEDRICKD120HSA -VAT TIME OF DRILLING 7.Oft
LOGGED BY Amy Bondurant CHECKED BY Alec Macbeth AT END OF DRILLING ---
NOTES Sunnv and hot, 90's AFTER DRILLING ---
Lu
(L
Lu M WELL DIAGRAM
MATERIAL DESCRIPTION
Uj M 0-0
Lu
Asphalt and gravels
10.6
3'L ------------------------------
SAND-soft, orange red, damp to moist, silty sand SM, trace granules
SM
7.0 �Z — — — — — — — — — — — — — — — — — — — — — — — — — --- — — 8 7
-soft to meduim dense, orange, moist to wet, sandy silt to silty sand SP SM.
SAND
mostly fine grain sand, some silt
6.2
SP_
SM
7.6
ysa — — — — — — — — — — — — — 5.9
— — — — — T silt to si t � SP- ooth drilling
.H0 _��,�N_D-soft, wet, sandy d �rn
6.6
25
25
5.4
SP_
01
SM
0
co
0
LU
3.4
Grout
Seal

WELL NUMBERM-39WT
PAGE OF 2
E: H�y
F �Aq I 1� R 14'd'
CLIENT TEC-F6!rview
PROJECT NAME Pilot Test.Plan.
PROJECT NUMBER 2281.53
PROJECT LOCATION Fairview, NO
LLI
E:
F_
W
W M .
0
0_0
MATERIAL DESCRIPTION
CL
-a
WELL DIAGRAM
W
0- D
C6.
0
2i z
<
co
35
SAND -soft, wet, sandy: silt to(silty sand SP-SM, smooth drilling (continued)
Sp-
SM
Sand#2
40.;
.40.0
- — — — — - — — — — — — — — —
2" PVC Sch;'
SAND -soft, wzt I silty sand SC -SM, mostly sand, some silt, trace clay
40 0.010" slot
4 . 4
Sc-
:SM
45:
.48.0
—
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
SAND -soft, moist to Wet, silty sand with gravels SPG, increase in gravels at 49.0
2.6
SP
ft bgs
50
50.0
1.8
Bottom of hole at 510.0 feet.
.0
co
LU
co

WELL NUMBER MW-40WT I
PAGE 1 OF 2
E N G IN E E R ING 14 Y DR 0 G E 0 LID Gy
CLIENT TEC-Fairview
PROJECT NUMBER 2281.53
PROJECTNAME PilotTestPlan
PROJECT LOCATION Fairview, NC
DATE STARTED 7/27/10 COMPLETED
7/27/10 GROUND ELEVATION
HOLE SIZE 8
DRILLING CONTRACTOR Geologic Exploration
GROUND WATER LEVELS:
DRILLINGMETHOD DIEDRICKD120HSA
�Z AT TIME OF DRILLING 6.Oft
LOGGED BY Amy Bondurant CHECKED BY
Alec Macbeth AT END OF DRILLING
NOTES Partly Cloudy, 90's
AFTER DRILLING ---
Lu
a-
C�
U)
z:
a_
� uj
Lu M
0 Z _j
(L 6
MATERIAL DESCRIPTION
CL
WELL DIAGRAM
W
_j 2
M D
_j :) §
co 0
(6
1
:E z
z
zi
IL
0
25
2:
0
3C
LU
(L
M
LLj
z
W
.1 3,
Asphalt and gravels 1 0
--------------------
-so
CC_A� fi, orange re moist to wet, sandy silty clay CL, mostly clay,
some silty, trace sand and granules, micaceous. �
=90002'mv
— — — — — — — — — — — — — — — — — — — — — — — — — — — — —
SILT -soft, light orange yellow, wet, clayey sandy silt ML, mostly silt,
0
some fine grain sand, trace clay
Milli
5-5-5-5
SS
-135.0
(continued Next Page)
0
10
Cement
Grout
Seal

PAGE 2 OF 2
W �551 AN P�7g =Rg I
CLIENT TEC-FairvieW 7'
PROJECTNAME PilotTestPlan
PROJECT NUMBER .2281.53
PROJECT LOCATION Falr�iew, NC
W
Lu
Cl) LU:
?�V D
E
w M
OZ-1
Z)
0
MATERIAL DESCRIPTION
WELL DIAGRAM
w
-12
(L
_j >
ED 0
2z
Oz
(D
co
35
SAND -dense, orange red,'molst, clayey sandy silt to silty sand SP -SC
mostly medium to fine grain sand, some silt,trace clay and gravels,
trace relic structures present, micace.ous
Sp-
S
10-8-12-1 4
0 _d
:(20)
San #2
40
40.0 - — --- — — — — — — — — — — — — — — — — — — — — -
SAND -dense, light. orange'yellow, moist, silty sand.SP -SM,. mostly
sand, some silt, saprolite, hard drilling
2" PV.G Sch.
:40 0.010" slot
45-
SP_-
SM
p
50
51.0
- - BottoMof-holeat-51.0 feet.
_p
b
q
kY
0
(L
q
LLJ

WELL NUMBER MVV-41VV I
WA PAGE 1 OF 2
_if_N'_ _G_ I, N -L E* R I _N G' A _Y_ D--R---O--,G- E--O-,--L 0­ G-*--Y- j
CLIENT TEC-Fairview PROJECT NAME Pilot Test Plan
PROJECT NUMBER 2281.53 PROJECT LOCATION Fairview, NC
DATE STARTED 7/27110 COMPLETED 7/27/10 GROUND ELEVATION HOLE SIZE 8
DRILLING CONTRACTOR Geologic Exploration - GROUND WATER LEVELS:
DRILLINGMETHOD DIEDRICKD120HSA VAT TIME OF DRILLING 6.Oft
LOGGED BY Amy Bondurant CHECKED BY -Alec Macbeth AT END OF DRILLING ---
NOTES PartIV Cloudy, 90's AFTER DRILLING ---
LU
M W (D
MAT WELL DIAGRAM
zi, Lu M (L 0 ERIAL DESCRIPTION
_j
:2 z (D
U)
n
Asphalt and gravels, some sand
0.4
3'L -----------------------------------
CLAY-soft, orange yellow, moist to wet, silty clay, mostly clay, some silt, some
gravels, micaceous, trace fine grain sand, manganese rich relic structures 0
present
CL- 17
ML
9.0 — — — — — — — — — — — — — — — — — — — — — — — — — —
SILT -soft to medium stiff, orange red, wet, sandy silt ML, mostly silt, some fine
10 0
grain sand, smooth drilling
20
M L
�1.1`11 0
— 0
SILT -medium stiff, light orange red, moist to wet, sandy silt ML, mostly silt, some
sand, trace clay, trace gravels to granules, saprolite
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
1 .4..
.4
2 25
5
ML
30
LU
Grout
Bentonite
Seal
W 35
(Continued Next Page)

WELL NUMBER MW-41WT
V.3
0 IT% ME a 914, 111
PAGE 2 OF 2
G IN E�L!_�I.G
------- - --
YD ROG EO LOG Y
:�:LIENT
TEC- airview
PROJECT NAME Pilot Test Plan
PROJECT NUMBER
2281.53
PROJECT LOCATION Fairview, NG
Uj
T_
CL
W c6
0
'1�
W
W co C)
M
CL 0
MATERIAL DESCRIPTION
WELL DIAGRAM
w
_j :�E C6
EL Z)
2 z
40
45
0
z
Uj
SILT -medium stiff, light orange red, moist to wet, sandy silt ML, mostly silt, some
J.
sand, trace clay, trace gravels to granules, saprolite (continued)
Sand #2
2" PVC Sch.
40 0.010" slot
ML
0
45.0 0
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
SILT -hard, light orange red, moist to wet, sandy silt ML, gravels of weathered
rock, PWR
ML
49.0 0.1
Bottom of hole at 49.0 feet

APPENDIX D
Waste Manifests and Analytical Results for Drill Cuttings

Nov.11. 2010 6:49AM
No. 0822 P. 2
Piliase print or type. (FoA desianed for use an elite (12-618l'tirbewdler.1
KnrM AnnrnvArl MR NA grignArl
UNIFORM WARDOILIS
I. Generator ID Number
2.Pagelof
3, Ernergenty Response Phone
4�-ManifastTmcklngNumbqr,,,:
WASTE'MANIFEST
�7UZ­fleraloes
I
Name-anO Mailing Addrm J, rAners(o(,s �b Address (ir different 1han-mailing oddress)
"T
JOHN -F A Z I Y." TV(,'(" E-V!- ID 1706 )Q1,411 FRA2.
F
Generatio(a Phone;
6. Transpoder 1 Company Name U.S, EPA ID Number
i L Z�
7. T . fanspoder 2 Company Name U.19, EPAID Number
B. Designated Facility Name ana Site Address; U.S. EPA ID Number
J5 .1
T W.
7
Fadlily'a Phone:
98,
Ob. U.S. DOTDescflpdotk jIncluding ProperShippIng Narne, HazardClass, IDNumber,
10. Containers
Ii. Total
12. Unit
Jim
and PacIdnq Group (if any))
WIlVol.
13. Waste Codes
NO.
Type
1
�1 A %Q'771 HAZ A
1,
-TWx-4,,,,j
j
r C If(l 0 F. 1'7(
2
LU
3.
4.
--iFG--Pedal Handling linsir uctions enclAddliforial Informadon
j,
15. GENERATOR'SIOFFEROWS CERTIPICATION., I hereby declare that the contents of this con4lgrimeril ate killy and accuraielydosClibed above by the proper shipping name, and are classified, packaged,
marked,ond labaled/placarded,and ate in all respects in propet condIllon for t(ansport according to applicable Internationaland national governmenlail reguladons. If BXportEhipmentand I Brn �6 Primary
Exporter. I ce* that [he conlenis ofthls consIgnment conlorm to the terms ofthe attached EPAAcknowledgmeni of Consonl.
I cetW that [he waste mmimizalfon statement Identified In 40 CFR 262.27(s) (If I am a large quaritilygeneralor) or (b) (Ill am a small quantity generator) fa*hue..
Generalovat0fiefor's PrintedfTyped Name 6ignalure Month Day year
j Ilk
—InIernadonal
T6. ShIP(nenle
E] import 10 U.S. apm from U'S.. Pori of entlyPyl-
1 Transporter sIgnsture (for exports on1h. DBle leaving U.S.:
17, TransportarAcknowledlifneril of Rewipi of Materials
Transporlar I Pdnie&Tyoed Name Signature ---9(-3nT--Ta-y- Year
'i ;v 11 j k.) -.1. A 1,0. S,
Tfa�s�porWr 2 Pd�rftdffyped N�sffle signature Month Day Year
f5
il). Discrepancy
i8a. Discrepancy Indication Spare El Quantity El Type El Residue El Partial Rojection El Full Rejection
Manlfesl. Reference Number
1 Ob. Allemaie Fadily (or Generator) U.8, EPA ID Number
LIC
Fadli�Ls Phone:
Lu 16c. Signature ofAliernale Ricillty, (or Ganersior) Month Day Year
Hazardous Waste Report Mariagerrient Method Cod63 (i.e., codes for ha2atdous waste (reatmani, d1sposal, and recycling systems)
4.
20. DeEiansted ftdlilir Owner or Operator CerillIcElon of receipt of hazardous maledaN covered by the manlfesi except as rided in Flem 16a
Tgn-M—ffyped N=E­ Signature Month Day Year
A T 1 1 =0 A I A= A - � 4 A N6NI A OQQQ
ct-11 Q l, Q 1 V " U i..[ !lL,,Jb Vl ill. 1—
GIENEWOR'S INITIAL COPY

No-v. 11. -2010 6: 49AM No. 0822. P. 3
LAND DISPOSAL RESTRICTIONS (LDR) I of I
H ER iTAG E NOTIC5 AND CERTIFICATION
ENVIRONMENTAL SER=Es
3eneratoir Name: TYCO ELECTRONICS SVC ID 1706
Manifest Tracking No.: 000362963WAS EPA I.D. No.: NCDO992167.96
(1) Waste Does Not Meet Applicable Treatment Standards: This is a restricted waste that does not meet the applicable
treatment siandards set forth In Subpart D of 40 GFR Part 268.
I certify that the information provided on this and any additional p ages of this LDR notification is true, accurate and
complete.
Print Na
Authorized Signature: M000
Company[Title:
t
(2)
(3)
(4)
(5)
(6)
Manifest
Hazardous Waste Codes
Wastewater Or
Subcategory
Underlying
Applioable
Page/Une
Non Wastewater
(fl applicable)
Goristituanis
Certification
NVVW
48
YES
Subcategory Dosorlp�on
48 TC, WASTE MANAQED IN N ON- SYSTSM
Thleformis required for Fool -FOO5 spent solvents, characteristic wastes requiring identificatlonof underlying haiardousconstItuents, orforF039
leachaleonly. For each F001 -FOOS spent solvent, characteristic waste requiring Identification of Underlying hazardous c6nstiluents, or F039
Regulated Consilluent(s)
(Che6k all that apply)
1.1 2 1,1.1-TRICHLC
11.1 202
Recei*ved Time Nov.11. 2010 6:56AM No,2393

Nov. I 1. 2010 6: 49AM
—L
1. Z21 E� -4 -S :21 0 — ^-D r--) 1:>
No, 0822 P. 4
HAZMAT BILL OF - I 1.offisror's ID Number - 2, Page i of 3. Emergenq Response ITWF-- F4T(acklng Number
LAMMWIFEST- I I I I ( Suo) 32C.- 11.221 1 1294620-?()'%'1:3
'SOIC ID 1706 �10U FR.A-?,TLrR, T, I A TRjMqL!�nm1qM!dlr% 1706 / JUR 'FlIAZI
CHARLOTTE HIGHWAY L;:1l9ci CHARLOTTE HIGHWAY
FRI&RQUff, 11(�, 2f,730 CIA I RV I' R
erar's Phone: ( 828 100 4 r7EM,, 1,-?*4b —
rmnsportee 1 Company Name U.S. EPA ID Number
HL"RITACTLE TRAX5PORT, 1'i\V)05-8*,M 114
lil"': R I Q.� U.S. EPA ID Number
4 1 1— 2, Y"M1�0M.111,1TAL SERVICES ILLC
-1-1 porIPM0 FOAD
CHARLOTTE, HC 2:?2153
acil Phone: [phone]
sa. 9b, U.S. 00TO-EcriPtIonftcludIng Pfoper ShIpping Name, Hazard Class, ID Number, 10. Conialner3 11. Total 12. uAll
HM and Pscldng G(odp (il any)) No, Quanlily wlivol.
2.
4.
6.
7
a] HandlipAloqmcflons and Additional Information
ER 1 Z KERY TAGE, ( 144 1�4c'71
14. OFFEROR's CERTIFICATION: I hereby declare that the contents or this cansignmenl are fully and accuiataly descdbed above by the pfoper shipping name, and are classlfied, packag&d,
marked and labeled1placard9d, and are In all respects In proper condition for [ransporlaccordIng to applIcable International and nallon0l governmerital fagulEll�'18--.1
Offaroes PrIntediTyped Name Signature--) Month Day Year
7�)
13� 15. Transporter AcknoWledgmenl of Recelpj of Ma�-dalS
TMASPOW I PrintedlTyped Name Month Day Year
0 /7
Transportar2 PrinleMypedmama A,'
�Slqnaiure Month Day Year
-7D Discrepanq
< - 'sclepan'y;
U-
,-�17. Designated Facility Owner a rOperslor Carlificallon of recelpt of hazardous 011) of Lading/Mahirest covered by the manifest except as noted In hem 16
Z P6 I T WN
0 'n'
(D ftledffyped Name SIgnature
e c e iv d TimenNov, 11,w2010m 15:56,AMmNo. 2393
Month Day

"I ^-
SRAMPOM
OVION�INI^l 1:01101AII011
Tracking Number:
Material Name:
For Assistance Contact Customer Service: 1-800-881-1098
Material Characterization Profile
Section 1: Generator Information
Brator Name: Tyco Electronics Corvoration
Billing Contact: Sue Brewer
Brator EPA ID: NCD099216798
Billing Name: Altamont Environmental, Inc.
Pickup Address: 1396 Charlotte Highway
Billing Address: 231 Haywood Street
Asheville, NC 28801
Technical Contact: Alec Macbeth
Billing Phone: [phone]
Phone: [phone]
Billing Fax: [phone]
Fax: [phone]
Mailing Address: 231 Haywood Street
Asheville _NC28801
section 2. Material Description & Characteristics
Name of Material: Personal protective equipment (e.g., tyveks, nitrile gloves) and decon pit Pl9stic and residue (Drums labeled Vs 1, 4. and 1D
Process Generating Material: Drilling borings for monitoring wells
Shipping Information: Quantity I Units [I Gallons El Cubic Yards El Tons E] Totes E Drums Per: 0 Once El Day El Month 0 Year
Is the material off -specification or discarded commercial product? El Yes ED No If yes, is an MSDS available? El Yes El No El MSDS attached.
Is the material a hazardous waste as defined in RCRA (40 CFR 261)? 0 Yes E No If yes, list waste codes:
Is the mate rial/wastewate r subject to a CWA Categorical Pretreatment Standa d (40 CFR 400-471)? El Yes E No List:
Composition (key compounds, soil, water, PPE, debris, etc.):
Used Oil Manag ment Parameters:
PPEI to ai)i)rox. 95 %
Halogens:
BTU Value:
Sulfur:
Moisture:
Plastic sheeting to approx. 4 %
0 �1000 ppm
0 � 2 (13TIL111 000 [b)
Mf2%
approx. I
Sediment residue from decon pit
0:�4000ppm
El 2-5 (BTU/1 000 11b)
1:1
to approx. 1 %
0—
D 5-9 (BTIJ/1 000 [b)
Rebuttable?
[19-12 (BTU/1 000 lb)
Ash
Viscosity (Sus):
to %
D Yes D No
0 > 12 (BTU/1 000 lb)
0:5 1%
N/A
0 N/A
I
I
Description: Color: brown Odor: none
—fsical State @ 701F:
pH:
Specific Gravity:
Flash Point:
TSS:
TDS:
ck all that apply)
Df2 0 <12.5
0 < 0.8
0 < 1301F
El � 200 ppm
0 < 0.5 ppm
ree Liquid 0 %
to <5 [I a 12.5
00.8-1.2
El < 140*F
0 < 1000 ppm
0 < 1.0 ppm
0 Sludge — %
0<9 11
D � 1.2
El 140 - 200'F
El � 5000 ppm
D > 1.0 ppm
E Solid 100 %
D � 2001F
D > 5000 Ppm
0 N/A
0 Pumpable — %
NIA
Pourable %
—E]
Oil & Grease:
El BOD5 E] COD:
Ammonia: _ ppm
Cyanides:
Contains Chelating
PCBs?
0 > 100 ppm
0 , 200 ppm
Sulfides: _ ppm
0 � 0.02 ppm
Agents?:
0 Yes 0 No
El > 5%
El < 2000 ppm
Phenols: ppm
0 < 0.1 ppm
0 Yes 0 No
Conc.:
NIA
D < 7500 ppm
_
0 � 5 pp'm
If yes, list:
Radioactive?
0 > 7500 PPM
11 � 5 ppm
[3 Yes 0 No
0 —ppm
Does the material contai n phthalates?: El Yes 0 No If yes, Identity:
Section 3: Chemical Constituents:
Metals: Metal results below are: M Total E] TCLP BRL: Initial here If all results below are represented as Below Regulatory Levels
• Antimony: — PPM
0 Cobalt: — PPM
0 Molybdenum: — ppm
0 Tin: — PPM
• Arsenic: — PPM
0 Copper: — ppm
D Nickel: — PPM
D Titanium: — PPM
• Barium: ppm
0 Lead: — PPM
0 Selenium: — ppm
D Vanadium: — PPM
• Cadmium: PPM
0 Mercury: — PPM
D Silver: — PPM
El Zinc: — PPM
D Chromium: ppm
Organics: Organic results below are:
E] Total [:1 TCLP BRIL: Initial here If all results below are represented as Below Regulatory Levels
0 Bis(2-ethylhexyl)phthalate: — ppm
0 o-Cresol: — PPM uoranthene: — PPM
[I Carbazole: — PPM
El p-cresol: — PPM 4,6-Trichlorophenol: — PPM
D n-Decane: — rMm
D 2,3-DichIoroar0ine. m -tadecane� 100m
Section 4: Certification:
I certify under penalty of law that this document, all attachments and supporting materials were prepared and presented by me under my direct supervision and that the information provided is a true,
accurate and complete representation of the waste materials to be presented for evaluation and management by Shamrock Environmental. Furthermore, I agree that any waste materials managed under
any approval issued by Shamrock Environmental pursuant to this request will be transported, delivered and tendered to be in conformance with the material characterization profile. Where Shamrock
Environmental determines a material to be non -conforming, the generator shall be responsible for all costs associated with timely return of the material to generator or for other alternate and lawful
managemen of he no onforming material conducted on behalf of the generator.
Z
............. Alec Macbeth
nerator Signature Printed Name
Altamont Geologis 9/21/10
Company Name Title Date [I Additional pages attached
SEC Profile Rev 03/2010

N,
^_
SHAMPOCK
AVICINMINIM COIIOIAIIO�
Tracking Number:
Material Name:
For Assistance Contact Customer Service: 1-800-881-1098
Material Characterization Profile
-section 1: Uenerator Intormation
ierator Name: Tyco Electronics Corporation
Billing Contact: Sue Brewe
ierator EPA ID: NCD099216798
Billing Name: Altamont Environmental, Inc.
Pickup Address: 1396 Charlotte Highway
Billing Address: 231 Haywood Street
Asheville, NC 28801
Technical Contact: Alec Macbeth
Billing Phone: [phone]
Phone: [phone]
Billing Fax: [phone]
Fax: [phone]
Mailing Address: 231 Haywood Street
Asheville, NC 28801
-��-n-2:----------Mat—eri-albes-cription
Characteri - stics;
NameofMaterial: Soil (soil cuttings) generated from advancing monitoring w9ll borings (Drums labeled #'s 2,3,8 and 10)
Process Generating Material: Drilling borings for monitoring -wells
Shipping Information: Quantity 4 Units E] Gallons El Cubic Yards El Tons El Totes 0 Drums Per: 2 Once El Day El Month El Year
Is the material off -specification or discarded commercial product? El Yes E No If yes, is an MSDS available? El Yes El No El MSDS attached.
Is the material a hazardous waste as defined in RCRA (40 CFR 261)? E] Yes 0 No If yes, list waste codes: .
-
Is the materiallwastewater subject to a CWA Categorical Pretreatment Stand (40 CFR 400-471)? E] Yes Z No List:
Composition (key compounds, soil, water, PPE, debris, etc.):
Used Oil Manag ment Parameters:
soil to approx. 95 %
Halogens:
BTU Value:
Sulfur:
Moisture:
water to approx. 4 %
0 :S1 000 ppm
0 < 2 (BTU/1000 11b)
O�2%
approx. 5%
VOCs (see lab report for DS-40 and DS-41)
[I :S 4000 ppm
[12-5 (BTU/1 000 1b)
[:15-9 (BTU/1000 11b)
0—
to approx. I %
to %
Rebuttable?
D 9-12 (BTU11 000 lb)
Ash
Viscosity (Sus):
D Yes 0 No
D > 12 (BTL1/1 000 lb)
0 1 %
NIA
0 N/A
sc'ipti'
on: Color: brown Odor: none
Physical State @ 70OF:
pH:
Specific Gravity:
Flash Point:
TSS:
TDS:
,ck all that apply)
D :s 2 [1 <12.5
0 <0.8
0 < 130'F
0 - 200 ppm
El < 0.5 ppm
7ree Liquid approx. 4 %
0�5 D a 12.5
00.8-1.2
0 < 140*F
0 < 1000 ppm
D < 1.0 ppm
[:1 Sludge — %
IR Solid aporox. 96 %
< 9
13 > 1.2
D 140 - 200'F
[I :S 5000 ppm
El > 1.0 ppm
D Pumpable %
0 > 200*F
D > 5000 ppm
0 NIA
10 NIA
0 Pourable %
Oil & Grease:
El BOD5 Ej COD:
Ammonia: _ ppm
Cyanides:
Contains Chelating
PCBs?
[I > 100 ppm
El < 200 ppm
Sulfides: — ppm
121 � 0.02 ppm
Agents?:
ElYes 0 No
0 > 5%
0 < 2000 pprn
Phenols: ppm
D � 0.1 ppm
D Yes ki No
Conc.:
N/A
0 :s 7500 pprn
_
0 � 5 pp,m
If yes, list:
Radioactive?
D > 7500 ppm
11 a 5 ppm
0 Yes 0 No
0 — ppm
Does the material contain Yes M No If yes, Identify:
Section 3: Chemical
Constituents:
eta s: Metal results below are: E Total E] TCLP BRIL: Initial here if all results below are represented as Below Regulatory Levels
D Antimony: — Ppm
El Cobalt: Ppm
0 Molybdenum: — PPM
0 Tin: — ppm
ED Arsenic: NQ ppm
0 Copper: 47.3- 133 ppm
D Nickel: — PPM
0 Titanium: — ppm
D Barium: —ppm
0 Lead: 5.2 -17.6 pprn
D Selenium: ppm
D Vanadium: — Ppm
D Cadmium: — ppm
0 Mercury: No - 0.011 ppm
0 Silver: — Ppm
0 Zinc: 68 - 84.9 ppm
0 Chromium: 92-176 ppm
Organics: Organic results below are:
El Total El TCLP BRIL: Initial here If all results below are represented as Below Regulatory Levels
13 Bis(2-ethylhexyl)phthalate: — IDIOM
11 o-cresol: — ppm 0 Fluorant ene: — PPM
11 Carbazole: — Pprn
El p-Cresol: — PPM 11 2,4.6-Trichlorophenol: — ppm
D n-Decane I — Dr)m
Section 4: Certification:
2,3-Dichloroaniline: M Ictadecane: V-111—
I certify under penalty of law that this document, all attachments and supporting materials were prepared and presented by me under my direct supervision and that the information provided is a true,
accurate and complete representation of the waste materials to be presented for evaluation and management by Shamrock Environmental. Furthermore, I agree that any waste materials managed under
any approval issued by Shamrock Environmental pursuant to this request will be transported, delivered and tendered to be in conformance with the material characterization profile. Where Shamrock
Environmental determines a material to be non -conforming, the generator shall be responsible for all costs associated with timely return of the material to generator or for other alternate and lawful
ma�ement of the nononforrnmg material conducted on behalf of the generator.
. 1%,4
Alec Macbeth
ierator Signature Printed Name
Altamont Geologist 9/21110
ComDanv Name Title Date 0 Additional pages attached
SEC Profile Rev 03LI010

ac Analj&al
_www.pacerabs.com
September 08, 2010
Mr. Chris Gilbert
Altamont Environmental
231 Haywood Street
Asheville, NC 28801
RE: Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville', 14C 28078
[phone]
Dear Mr. Gilbert:
Enclosed are the analytical results for sample(s) received by the laboratory on August 31, 2010. The
results relate only to the samples included in this report. Resul ' ts reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing -was- performed -at -our- Race Huntersville- laboratory -unless -otherwise footnotad. All
Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Lord Patton
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
leco,
Page I of 27

G
a eAnaljftal
:www.pac;elabs.com
Project: TEC-PI LOT TEST 08/31
Pace Project No.: 9276626
Pace Analytical Services, Inc.
2225 Riverside Dr.
Ashevilie, NC 28804
[phone]
CERTIFICATIONS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Charlotte Certification 113s
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
South Carolina Certification #: 99006001
Louisiana/LELAP Certification #: 04034
South Carolina Drinking Water Cert. *: 99006003
New Jersey Certification#: NC01 2
Virginia Certification #: 00213
North Carolina Drinking Water Certification *: 37706
Connecticut Certification *: PH-01 04
North Carolina Field Services Certification #: 5342
Flonda/NELAP Certification #: E87627
North Carolina Wastewater Certification #: 12
Kentucky LIST Certification * 84
Pennsylvania Certification #: 68-00784
Louisiana DHH Drinking Water# LA 100031
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 2 of 27

'aceAnaiXical"
ww.pacelabs.corn
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626
Sample: DS-40 Lab ID: 9276626001 Collected: 08/31/10 12:46 Received: 08/31/10 14:02 Matrix: Solid
Results reported on a "dry -weight" basis
Parameters I Results Units Report Limit DF Prepared Analyzed CAS No. Qual
826016035A Volatile Organics Analytical Method: EPA 8260
Acetone
ND ug/kg
81.5
1
09101/10 19:37 67-64-1
Benzene
ND ug1kg
.4.1
1
09/01/10 19:37 71-43-2
Bromobenzene
ND ug/kg
4.1
1
09/01/10 19:37 108-86-1
Bromochloromethane
ND ug/kg
4.1
1
09101110 19:37 74-97-5
Bromodichloromethane
ND ug/kg
4.1
1
09/01/10 19:37 75-27-4
Bromoform
ND ug1kg
4.1
1.
09/01/10 19:37 76-25-2
Bromomethane
ND ug/kg
8.1
1
09/01110 19:37 74-83-9
2-Butanone (MEK)
ND ug/kg
81.5
1
09/01/10 19:37 78-93-3
n-Butylbenzene
ND ug1kg
4.1
1
09/01/10 19:37 104-51-8
sec-Butylbenzene
ND ug/kg
4.1
1
09/01/10 19:37 135-98-8
tert-Butylbenzene
ND ug/kg
4.1
1
09/01/10 19:37 98-06-6
Carbon tetrachloride
ND ug1kg
4.1
1
09/01/10 19:37 56-23-5
Chlorobenzene
ND ug1kg
4.1
1
09/01/10 19:37 108-90-7
Chloroethane
ND ug1kg
8.1
1
09/01/10 19:37 75-00-3
Chloroform
ND ug/kg
4.1
1
09/01/10 19:37 67-66-3
Chloromethane
ND ug/kg
8.1
1
09/01110 19:37 74-87-3
"2-Chlorotoluene
ND ug/kg
4.1
1
09/01/10 19:37 95-49-8
--)4-Chlorotoluene
ND ug/kg
4.1
1
09/01/10 19:37 106-43-4
1,2-Dibromo-3-chloropropane
ND ug/kg
4.1
1
09/01/10 19:37 96-12-8
Dibromochloromethane
ND uglkg
4.1
1
09101110 19:37 124-48-1
1,2-Dibromoethane. (EDB)
ND-ug/kg
-4.1
-1-
09/01/10 19:37 106-93-4
Dibromomethane
ND ug/kg
4.1
1
09101/10 19:37 74-95-3
1,2-Dichlorobenzene
ND ug/kg
4.1
1
09/01110 19:37 95-50-1
1,3-Dichlorobenzene
ND ug/kg
4.1
1
09/01/10 19:37 541-73-1
1,4-Dichlorobenzene
ND ug/kg
4.1
1
09/01/10 19:37 106-46-7
Dichlorodifluoromethane
ND ug/kg
8.1
1
09101110 19:37 75-71-8
1,1-Dichloroethane
ND ug/kg
4.1
1
09/01/10 - 19:37 75734-3
1,2-Dichloroethane
ND uglkg
4.1
1
09/01/10 19:37 107-06-2
1,1-Dichloroethene
ND ugtkg
4.1
1
09/01/10 19:37 75-35-4
cis-1,2-Dichloroethene
ND ug1kg
4.1
1
09/01/10 19:37 156-59-2
trans-1,2-Dichloroethene
ND ug/kg
4.1
1
09101110 19:37 156-60-5
1,2-Dichloropropane
ND ug/kg
4.1
1
09/01/10 19:37 78-87-5
1,3-Dichloropropane
ND ug/kg
4.1
1
09/01110 19:87 142-28-9
2,2-Dichloropropane-
ND ug/kg
4.1
1
09/01/10 19:37 594-20-7
I,I-Dichloropropene
ND ug/kg
4.1
1
09/01110 19:37 563-58-6
cis-1,3-Dichloropropene
ND ug/kg
4.1
1
09/01/10 19:37 10061-01-5
trans-1,3-Dichloropropene
ND ug/kg
4.1
1
09101/10 19:37 10061-02-6
Diisopropyl ether
ND ug/kg
4.1
1
09/01/10 19:37 108-20-3
Ethylbenzene
ND ug/kg
4.1
1
09/01/10 19:37 100-41-4
Hexachloro-1,3-butadiene
ND ug/kg
4.1
1
09/01/10 19:37 87-68-3
2-Hexanone
ND ug/kg
40.7
1
09/01/10 19:37 591-78-6
lsopropylbenzene (Cumene)
ND ug/kg
4.1
1
09/01/10 19:37 98-82-8
p-Isopropyltoluene
ND ug/kg
4.1
1
09/01/10 19:37 99-87-6
Methylene Chloride
ND ug/kg
16.3
1
09/01/10 19:37 75-09-2
4-Methyl-2-pentanone (MlBK)
ND ugtkg
40.7
1
09/01/10 19:37 108-10-1
Methyl-tert-butyl ether
ND ug/kg
4tl
1
09/01/10 19:37 1634-04-4
0ate: 09/08/2010 03:44 PM
REPORT OF
LABORATORY ANALYSIS
Page 3 of 27
This report shall
not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

a OeAnayical
www.pacelabs.com
Project: TEC-PI LOT TEST 08/31
Pace Project No.: 9276626
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC �8804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersvilie, NG 28078
[phone]
Sample: DS-40 Lab ID: 9276626001 Collected: 08/31/10 12:46 Received: 08/31/10 14:62 Matrix: Solid
Results reported on a "dry -weight" basis
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
826015036A Volatile Organics
Naphthalene
n-Propylbenzene
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
1,2,4-Trimethylbenzene
1,3,5-Tr'imethylbenzene
Vinyl acetate
Vinyl chloride
Xylene (Total)
m&p-Xylene
o-XyIene_
r6mofluoromethane (S)
Tbluene-d8 (S)
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Percent Moisture
Percent Moisture
Date: 09/0812010 03:44 PM
Analytical Method: EPA 8260
ND ug/kg
4.1
1
09/01/10 19:37 91-20-3
ND ug/kg
4.1
1
09/01/10 19:37 103-65-1
ND ug/kg
4.1
1
09/01/10 19:37 100-42-5
ND ug/kg
4.1
1
09/01/10 19:37 630-20-6
ND ug/kg
4.1
1
09/01/10 19:37 79-34-5
ND uglkg
4.1
1
09/01/10 19:37 127-18-4
ND ug/kg
4.1
1
09/01/10 19:37 108-88-3
ND ug/kg
4.1
1
09/01/10 19:37 87-61-6
ND ug/kg
4.1
1
09/01/10 19:37 120-82-1
ND ug1kg
4.1
1
09/01110 19:37 71-55-6
ND ug1kg
4.1
1
09/01/10 19:37 79-06-5
6.9 ug/kg
4.1
1
09/01/1019:37 79-01-6
ND ug/kg
4.1
1
09101/10 19:37 75-69-4
ND ug/kg
4.1
1
09/01/10 19:37 96-18-4
ND ug/kg
4.1
1
09/01/10 19:37 95-63-6
ND ug1kg
4.1
1
09/01/10 19:37 108-67-8
ND ug/kg
40.7
1
09101/10 19:37 108-05-4
ND ug/kg
8.1
1
09/01/10 19:37 75-01-4
ND ug/kg
8.1
1
09/01/10 19:37 1330-20-7
ND ug/kg
8.1
1
09/01/10 19:37 179601-23-1
ND qg/kg
--4.1
--1-
09/01/10 19-037- -95-47-6
97 %
70-130
1
09/01/10 19:37 1868-53-7
99 %
70-130
1
09101/10 19:37 2037-26-5
94 %
70-130
1
091Y1/10 19:37 460-00-4
97 %
70-132
1
09/01/10 19:37 17060-07-0
Analytical Method: ASTM D2974-87
47.9 % 0.10 1 09/03/10 11:24
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
IC Cc"
Page 4 of 27

a eAnaljdical
0
Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: DS-40
Lab ID: 9276626002 Collected: 08/31110 12:46
Received: 08/31/10 14:02 Matrix: Solid
Results reported on a "dry -weight" basis
Parameters
Results Units
Report Limit
DF
Prepared Analyzed CAS No. Qual
8260 MSV TCLP
Analytical Method: EPA 8260
Benzene
ND ug/L
165
33
09/02110 21:36 71-43-2
2-Butanone (MEK)
ND ug/L
330
33
09/02110 21:36 78-93-3
Carbon tetrachloride
ND ug/L
165
33
09/02/10 21:36 56-23-5
Chlorobenzene
NQ ug/L
165
33
09102/10 21:�6 108-90-7
Chloroform
ND ug/L
165
33
09/02/10 21:36 67-66-3
1,4-Dichlorobenzene
ND ug/L
165
33
09/02/10 21:36 106-46-7
1,2-Dichloroethane
ND ug/L
165
33
09/02/10 21:36 107-06-2
M-Dichloroethene
ND ug/L
165
33
09/02/10 21:36 75-35-4
Tetrachloroethene
ND ug/L
165
33
09/02/10 21:36 127-18-4
Trichloroethene
ND ug/L
165
33
09/02/10 21:36 79-01-6
Vinyl chloride
ND ug/L
165
33
09102/10 21:36 75-01-4
1,2-Dichloroethane-d4 (S)
96 %
70-130
33
09/02/10 21:36 17060-07-0
Tbluene-d8 (S)
99 %
67-135
33
09/02/10 21:36 2037-26-5
4-Bromofluorobenzene (S)
98 %
70-130
33
09102/10 21:36 460-00-4
Dibromofluoromethane (S)
98 %
70-130
33
09/02110 21:36 1868-53-7
)Date: 09108/2010 03:44 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, .
without the written consent of Pace Analytical Services, Inc..
-1
Page 5 of 27

Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone] [phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
WoAnalXical
Asheville, NC 28804
ANALYTICAL RESULTS
Project: TEC-PI LOT TEST 08/31
Pace Project No.: 9276626
Sample: DS-41 Lab ID: 9276626003 Collected: 08/31/10 12:50 Received: 08/31/10 14:02 Matrix: Solid
Results reported on a "alty-weight" basis
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260/5035A Volatile Organics Analytical Method: EPA 8260
Acetone
ND ug1kg
147
1
09/01/10 19:55 67-64-1
Benzene
ND ug1kg
7.3
1
09/01/10 19:65 71-43-2
Bromobenzene
ND ug1kg
7.3
1
09/01/10 19:55 108-86-1
Bromochloromethane
ND ug1kg
7.3
1
09/01/10 19:65 74-97-5
Bromodichloromethane
ND ug/kg
7.3
1
09/01110 19:55 75-27-4
Bromoform
ND ug1kg
7.3
1
09/01/10 19:55 75-25-2
Bromomethane
ND ug1kg
14.7
1
09/01/10 19:55 74-83-9
2-Butanone (MEK)
ND ug/kg
147
1
09/01/10 19:55 78-93-3
n-Butylbenzene
ND ug/kg
7.3
1
09/01/10 19:55 104-51-8
sec-Butylbenzene
ND ug/kg
7.3
1
09/01/10 19:55 135-98-8
tert-Butylbenzene
ND ug/kb
7.3
1
09/01/10 19:55 98-06-6
Carbon tetrachloride
ND ug/kg
7.3
1
09/01/10 19:55 56-23-5
Chlorobenzene
Nb ug/kg
7.3
1
09/01/10 19:55 108-90-7
Chloroethane
ND ug/kg
14.7
1
09/01/10 19:55 75-00-3
Chloroform'
ND ug/kg
7.3
1
09/01/10 19:55 67-66-3
Chloromethane
ND ug1kg
14.7
1
09101/10 19:55 .74-87-3
2-Chlorotoluene
ND ug/kg
7.3
1
09101/10 19:55 95-49-8
4-Chlorotoluene
ND ug/kg
7.3
1
09/01/10 19:55 106-43-4
1,2-Dibromo-3-chloropropane
ND ug/kg
7.3
1
09/01/10 19:55 96-12-8
Dibromochloromethane
ND ug/kg
7.3
1
09/01/10 19:55 124-48-1
1,2-Dibromoethane (EDB)
-ND tlg/kg_
7.3
-11-
09/01/1019:55 -1-06rg.3-4-
51bro-m-om-eth-an-e-
Na ug/kg
7.3
1
09/01/10 19:55 74-95-3
1,2-Dichlorobenzene
ND ug/kg
7.3
1
09/01/10 19:55 95-5G-1
1,3-Dichlorobenzene
ND uglkg
7.3
1
09/01/10 19:55 541-73-1
1,4-Dichlorobenzene
ND ug/kg
7.3
1
09/01/10 19:55 106-46-7
Dichlorodifluoromethane
ND ug/kg
14.7
1
09101/10 19:55 75�71-8
1,1-Dichloroethane
ND ug/kg
7.3
1
09/01/10 19:55 75-34-3
1,2-Dichloroethane
ND ug/kg
7.3
1
09/01/10 19:55 1 W-06-2
1,1-Dichloroethene
ND ug/kg
7.3
1
09/01/10 19:55 75-35-4
cis-1,2-Dichloroethene
ND ug/kg
7.3
1
09/01/10 19:55 156-59-2
trans-1,2-Dichloroethene
ND ug/kg
7.3
1
09101110 19:55 156-60-5
1,2-Dichloropropane
ND ug/kg
7.3
1
09/01/10 19:55 78-87-5
113-Dichloropropane
ND ug/kg
7.3
1
09/01/10 19:55 142-28-9
2,2-Dichloropropane
ND ug/kg
7.3
1
09/01/10 19:55 594-20-7
1,1-Dichloropropene
ND ug/kg
7.3
1
09101/10 19:55 563-58-6
cis-1,3-Dichloropropene
ND ug/kg
7.3
1
09/01/10 19:55 10061-01-5
trans-1,3-Dichloropropene
ND ug/kg
7.3
1
bg/ol/lo 19:55 10061-02-6
Diisopropyl ether
ND ug/kg
7.3
1
09/01/10 19:55 108-20-3
Ethylbenzene
ND. ug1kg
7.3
1
09/01 �11 0 -19:55 100-41-4
Hexachloro-1,3-butadiene
ND ug/kg
7.3
1
09/01110 19:55 87-6 8-3
2-Hexanone
ND ug/kg
73.3
1
09/01/10 19:55 591-78-6
Isopropylbenzene (Cumene)
ND ug/kg
7.3
1
og/ovio 19:55 98-82-8
p-Isopropyltoluene
ND ug/kg
7.3
1
09/01/10 19:55 99-87-6
Methylene Chloride
ND ug/kg
29.3
1
09101110 19:55 75-09-2
4-Methyl-2-pentanone (MIBK)
ND ug/kg
73.3
1
09/01110 19:55 108-IQ-1
Methyl-tert-butyl ether
ND ug/kg
7.3
1
09/01/10 19:55 1634-04-4
Date: 09/08/2010 03:44 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of PaceAnalytical Services, Inc..
Page 6 of 27

a CeAn4lyfical
Wwwwacehibs.com
Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: DS-41 LabID: 9276626003 Collected: 08/31/10 12:50 Received: 08/31/10 14:02 Matrix: Solid
Resuffs reporfed on a "dty4eight" basis
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260/503SA Volatile Organics Analytical Method: EPA 8260
Naphthalene
ND ug/kg
7.3 1
n-Propylbenzene
ND uglkg
7.3 1
Styrene -
ND ug/kg
7.3 1
1,1,1,2-Tetrachloroethane.
ND uglkg
7.3 1
1,1,2,2-Tetrachloroethane
NID ug/kg
7.3 1
Tetrachloroethene
8.0 ug/kg
7.3 1
Toluene
ND ug/kg
7.3 1
1,2,3-Trichlorobenzene
ND ug/kg
7.3 1
12,4-Trichlorobenzene
ND ug/kg
7.3 1
1,1,1-Trichloroethane
22.7 ug/kg
7.3 1
1,1,2-Tr'ichloroethane
ND ug/kg
7.3 1
Tdchloroethene
245 ugtkg
7.3 1
Trichlorofluoromethane
ND ug/kg
7.3 1
1,2,3-TrichlorQpropane
ND ug/kg
7.3 1
1,2,4-Trimethylbenzene
ND ug/kg
7.3 1
1,3,5-T(imethylbenzene
ND ug/kg
7.3 1
,,Jinyl acetate
ND ug/kg
73.3 1
chloride
ND ug/kg
14.7 1
_,�Lfinyl
Xylene (Total)
ND ug/kg
14.7 1
m&p-Xylene
ND ug1kg
14.7 1
- O-Xylene
_ND ug1kg
- - 7.3 1
Dibromofluoromethane (S)
98 %
70-130 1
Tbluene-d8 (S)
98 %
70-1 30 1
4-Bromofluorobenzene (S)
95 %
70-130 1
1,2-Dichloroethane-d4 (S)
97 %
70-132 1
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
49.7 %
0.10 1
09/08/2010 03:44 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
ACCG,*
09/01/10 19:55 91-20-3
09/01/10 19:55 103-65-1
09/01/10 19:55 100-42-5
09101/10 19:55 630-20-6
09101/10 19:55 79-34-5
09/01/10 19:55 127-18-4
09/01/10 19:55 108-88-3
09/01/10 19:55 87-61-6
09/01/10 19:55 120-82-1
09101/10 19:55 71-55-6
09/01/10 19:55 79-00-5
09/01/10 19:55 79-01-6
09/01/10 19:55 75-69-4
09101/10 19:55 96-18-4
09/01/10 19:55 95-63-6
09101/10 19:55 108-67-8
09/01/10 19:55 108-05-4
09/01/10 19:55 75-01-4
09101/10 19:55 1330-20-7
09/01/10 19:55 179601-23-1
09/01110 19:55 95-47-6
09101/10 19:55 1868-53-7
09/01/10 19:55 2037-26-5
09/01/10 19:55 460-00-4
09/01/10 19:55 17060-07-0
09/03/10 11:24
Page 7 of 27

acMnayical
WWW'PaGelabsoom
Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800KInceyAve. Suite 100
Huntersvlll�, NC 28078
[phone]
Sample: DS-41
LabID: 9276626004 Collected: 08/31/10 12:60
Received: 08/31/10 14:02 Matrix: Solid
Results reported on a "dry -weight" basis
Parameters
Results Units
Report Limit
DF
Prepared Analyzed CAS No. Qual
8260 MSV TCLP
Analytical Method: EPA 8260
Benzene
ND ugIL
165
33
09/02/10 21:55 71-43-2
2-Butanone (MEK)
ND ug/L
330
33
09/02/10 21:55 78-93-3
Carbon tetrachloride
ND ug/L
166
33
09102/10 21:55 56-23-5
Chlorobenzene
ND ug/L
165
33
09/02110 21:55 108-90-7
Chloroform
ND ug/L
165
33
09/02/10 21:55 67-66-3
1,4-Dichlorobenzene
ND ug/L
165
33
09/02/10 21:65. 106-46-7
1,2-Dichloroethane
ND ug/L
165
33
09/02/10 21:55 107-06-2
1,1-Dichloroethene
ND ug/L
165
33
09/02/10 21:55 75-35-4
Tetrachloroethene
ND ug/L
165
33
09/02110 21:55 127-18-4
Trichloroethene
ND ug/L
165
33
09/02/10 21:55 79-01-6
Vinyl i chloride
ND ug/L
165
33
09/02110 21:55 75-01-4
1,2-Dichloroeth.ane-d4 (S)
96
70-130
33
09102/10 21:55 17060-07-0
Tbluene-d8 (S)
99 %
67-135
33
09/02110 21:55 2037-26-5
4-Bromofluorobenzene (S)
98 %
70-130
33
09/02/10 21:55 460-00-4
Dibromofluoromethane (S)
98 %
70-130
33
09102/10 21:55 1868-53-7
Date: 09/08/2010 �03:44 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..
1� ACC,#.
Page 8 of 27

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
/5a'XAnalyt 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
. jda1v Asheville, NC 28804 Huntersville, NC 28078
mm.pao-labs.com
(828)254-71 i(i [phone]
ANALYTICAL RESULTS
Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626
Sample: DS-39 LabID: 9276626005 Collected: 08/31/10 13:00 Received: 08/31110 14:02 Matrix: Solid
Results reported on a "dry -weight" basis
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8 26015036A Volatile Organics Analytical Method: EPA 8260
Acetone
ND ug/kg
12600
100
09/01/10 23:00 67-64-1
Benzene
ND ug/kg
631
100
09/01/10 23:00 71-43-2
Bromobenzene
ND ug/kg
631
100
09/01/10 23:00 108-86-1
Bromochloromethane
ND ug/kg
631
100
09/01/10 23:00 74-97-5
Bromodichloromethane
ND ug/kg
631
100
09101/10 23:00 75-27-4
Bromoform
ND ug/kg
631
100
09/01/10 23:00 75-25-2
Bromomethane
ND ug/kg
1260
100
09/01/10 23:Ob 74-83-9
2-Butanone (MEK)
ND ugtkg
12600
100
09/01/10 23:00 78-93-3
n-Butylbenzene
ND ug/kg
631
100
09/01/10 23:00 104-51-8
sec-Butylbenzene
ND ug/kg
631
100
09/01/10 23:00 135-98-8
tert-Butylbenzene
ND ug/kg
631
100
09/01/10 23:00 98-06-6
Carbon tetrachloride
ND ug/kg
631
100
09/01/10 23:00 56-23-5
Chlorobenzene
ND ug1kg
631
100
09/01/10 23:00 108-90-7
Chloroethane
ND ug/kg
1260
100
09/01/10 23:00 75-00-3
Chloroform
ND ug1kg
631
100
09/01110 23:00 67-66-3
Chloromethane
ND ug/kg
1260
100
09/01/10 23:00 74-87-3
',2-Chlorotoluene
ND ug/kg
631
100
09/01/10 23:00 95-49-8
)I-Chlorotoluene
ND ug/kg
631
100
09/01/10 23:00 106-43-4
1,2-Dibromo-3-chloropropane
ND ugtkg
631
100
09101/10 23:00 96-12-8
Dibromochloromethane
ND ug/kg
631
100
09/01/10 23:00 124-48-1
4i-2-bibromoethane-(EDB)
-ND-ug/kg-
631
—100
09/01110 23:00 106-93-4
Dibromomethane
ND ug/kg
631
100
09/01/10 23:00 74-95-3
1,2-Dichlorobenzene
ND ug/kg
631
100
09/01/10 23:00 95-50-1
1,3-Dichlorobenzene
ND ug/kg
631
100
09/01/10 23:00 541-73-1
1,4-Dichlorobenzene
ND uAg
631
100
09/01/10 23:00 106-46-7
Dichlorodifluoromethane
ND ug/kg
1260
100
09/01/10 23:00 76-71-8
1,1-Dichloroethane
ND ug/kg
631
100
09/01110 23:00 75-34-3
1,2-Dichloroethane
ND uglkg
631
100
09/01110 23:00 107-06-2
1,1-Dichloroethene
1270 ug/kg
631
100
09/01/10 23:00 75-35-4
cis-1,2-Dichloroethene
1090 ugtkg
631
100
09101/10 23:00 156-59-2
trans-1,2-Dichloroethene
ND ug/kg
631
100
09/01/10 23:00 156-60-5
1,2-Dichloropropane
ND ug/kg
631
100
09/01/10 23:00 78-87-5'
1,3-Dichloropropane
ND ug/kg
631
100
09/01/10 23:00 142-28-9
2,2-Dichloropropane
ND ug/kg
631
100
09/01/10 23:00 594-20-7
I,I-Dichloropropene
ND ug/kg
631
100
09/01/10 23:00 563-58-6
cls-1,3-Dichloropropene
ND ug/kg
631
100
09/01/10 23:00 10061-01-5
trans-1,3-Dichloropropene
ND ug/kg
631
100
09/01/10 23:00 10061-02-6
Diisopropyl ether
ND ug/kg
631
100
09/01/10 23:00 108-20-3
Ethylbenzene
2760 ug1kg
631
100
09/01/10 23:00 100-41-4
Hexachloro-1,3-butadiene
ND ug/kg
631
100
09/01/10 23:00 87-68-3
2-Hexanone
ND ug/kg
6310
100
09/01/10 23:00 591-78-6
Isopropylbenzene (Cumene)
ND.ug/kg
631
100
09/01/10 23:00 98-82-8
p-Isopropyltoluene
860 ug/kg
631
100
09/01/10 23:00 99'-87-6
Methylene Chloride
ND ug/kg
2520
100
09/01/10 23:00 75-09-2
4-Methyl-2-pentanone (MIBK)
ND uglkg
6310
100
09/01/10 23:00 108-10-1
Methyl-tert-butyl ether
ND ug/kg
631
100
09101/10 23:00 1634-04-4
---;Date: 09/08/2010 03:44 PM REPORT OF LABORATORY ANALYSIS Page 9 of 27
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

a eAnaoical
Wim.pacelabs.rom
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NG 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite too
Hunt6rsville, NC 28078
[phone]
Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626
Sample: DS-39
LabID: 9276626005 Collected: 08/31/1013:00
Received: 08/31/1014:02 Matrix: Solid
Results reported on a "dry -weight" basis
Paramete.rs
Results Units
Report Limit
DF
Prepared Analyzed CAS No. Qual
826016035A Volatile Organics
Analytical Method: EPA 8260
Naphthalene
ND ug/kg
6131
100
09/01/10 23:00 91-20-3
n-Propylbenzene
ND ug1kg
631
100
09101/10 23:00 103-65-1
Styrene
ND ug1kg
631
100
09/01/10 23:00 100-42-5
1,1,1,2-Tetrachloroethane
ND ug/kg
631
100
09/01110 23:00 630-20-6
1,1,2,2-Tetrachloroethane
ND ug/kg
631
100
09/01/10 23:00 79-34-5
Tetrachloroethene
21800 ug1kg
631
100
09101110 23:00 127-18-4
Toluene
2860 ug/kg
631
100
09/01/10 23:00 108-88-3
1,2,3-Trichlorobenzene
ND ug1kg
631
100
09/01/10 23:00 87-61-6
1,2,4-Trichlorobenzene
ND ug/kg
631
100
09/01/10 23:00 120-82-1
1,1,1-Trichloroethane
9520 ug/kg
031
100
09/01/10 23:00 71-55-6
1,1,2-Trichloroethane
ND ugfkg
631
100
09/01/10 23:00 79-00-5
Trichloroethene
78100 ug/kg
31600
5000
09/02/10 12:36 79-01-6
Trichlorofluoromethane
ND ug1kg
631
100
09/01/10 23:00 75-69-4
1,2,3-Trichloropropane
ND ug[kg
631
100
09/01/10 23:00 96-18-4
1,2,4-Trimethylbenzene
3280 ug/kg
631
100
09/01/10 23:00 95-63-6
1,3,5-T(imethylbenzene
1690 ug/kg
631
100
09/01/10 23:00 108-67-8
Vinyl acetate
ND ug1kg
6310
100
09/01/10 23:00 108-05-4
Vinyl chloride
ND ug/kg
1260
100
09/01/10 23:00 75-01-4
Xylene (Total)
15300 ug/kg
1260
100
09/01/10 23:00 1330-20-7
m&p-Xylene
12300 ug/kg
1260'
100
09/01/10 23:00 179601-23-1
o-Xylene
3010 uglkg
631
100
09101/10-23-00 95-47-6 - - -
151bromofi-w-
oromethane (S)
93 %
70-130
100
09/01/10 23:00 1868-53-7
Toluene -dB (S)
96 %
70-130
100
09/01/10 23:00 2037-26-5
4-Bromofluorobenzene (S)
95 %
70-130
100
09101/10 23:00 460-00-4
1,2-Dichforoethane-d4 (S)
85 %
70-132
100
09/01/10 23:00 17060-07-0
Percent Moisture
Analytical Meth od: ASTM D2974-87
Percent Moisture
44.8 %
0.10
1
09/03/10 11:24
Date: 09/08/2010 03:44 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 10 of 27

aceftpical,
www.paceAsbs.com
Project: TEC-Pl LOT TEST 08131
Pace Project No.: 9276626
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: DS-39 LablD: 9276626006 Collected: 08/31/10 13:00 Received: 08/31/10 14:02 Matrix: Solid
Results reported on a "dry -weight" basis
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260 MSV TCLP
Benzene
2-Butanone (MEK)
Carbon tetrachloride
Chlorobenzene
Chloroform
1,4-Dichlorobenzene
1,2-Dichloroethane
1,1-Dichloroethene
Tetrachloroethene
Trichloroethene
Vinyl chloride
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
4-Bromofluorobenzene (S)
Dibromofluoromethane (S)
,—,,,Date: 09/0812010 03:44 PM
Analytical Method: EPA 8260
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
NID. ug/L
669 ug/L
14400 ug/L
ND ug/L
97 %
99 %
101 %
99 %
500
100
09/08/10 13:40 71-43-2
1000
100
09/08/10 13:40 78-93-3
500
100
09/08/10 13:40 56-23-5
500
100
09/08/10 13:40 108-90-7
500
100
09108110 13:40 67-66-3
500
100
09/08/10 13:40 106-46-7
500
100
09/08/110 13:40 107-06-2
500
100
09/08/10 13:40 75-35-4
500
100
09/08 /10 13:40 127-18-4
500
100
09108/10 13:40 79-01-6
500
100
09/08110 13:40 75-01-4
70-130
100
09/08/10 13:40 17060-07-0
67-135
100
09108/10 1 �1:40 2037-26-5
70-130
100
09/08/10 13:40 460-00-4
70-130
100
09108110 13:40 1868-53-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
ACC,'
Page 11 of 27

Mnalj&al
iyww. aWab&roM
ac"
Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626
Pace Analytical Services, Inc.
2225 Riverside Dr.
Astieville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078.
[phone]
Sample: TRIP BLANK. LablD: 9276626007 Collected: 08/31/1000:00 Received: 08/31/1014:02 Matrix:Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260 MSV Low Level Analytical Method: EPA 8260
Acetone
ND ug/L
25.0
1
09/02/10 01:32 67-64-1
Benzene
ND ug/L
1.0
1
09/02/10 01:32 71-43-2
Bromobenzene
ND ug/L
1.0
1
09/02/10 01:32 108-86-1
Bromochloromethane
ND ug/L
1.0
1
09/02/10 01:32 74-97-5
Bromodichloromethane
ND ug/L
1.0
1
09/02/10 01:32 75-27-4
Bromoform
ND ug/L
1.0
1
09/02/10 01:32 75-25-2
Bromomethane
ND ug/L
2.0
1
09/02/10 01:32 74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
09/02/10 01:32 78-93-3
Carbon tetrachloride
ND ug/L
1.0
1
09/02/10 01:32 56-23-5
Chlorobenzene.
ND ug/L
1.0
1
09/02/10 01:32 108-90-7
Chloroethane
ND ug/L
1.0
1
09/02/10 01:32 75-00-3
Chloroform
ND ug/L
1.0
1
09/02/10 01:32 67-66-3
Chloromethane
ND ug/L
1.0
1
09/02/10 01:32 74-87-3
2-Chlorotoluene
ND ug/L
1.0
1
09/02/10 01:32 95-49-8
4-Chlorotoluene
ND ug/L
1.0
1
09/02110 01:32 106-43-4
1,2-Dibromo-3-ch1oropropane
ND ug/L
5.0
1
09/02110 01:32 96-12-8
Dibromochloromethane
ND ug/L
1.0,
1
09/02/10 01:32 124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
09/02/10 01:32 106-93-4
Dibromomethane
ND ug[L
1.0
1
09/02/10 01:32 74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
09/02/10 01:32 95-50-1
1,3-Dichlorobenzene
ND ug/L
1.0
1
09/02110 01:32 541-73-1
1,4�Dichlorobenzene
ND ug/L- -
1-.0
1- - --
- - -- -09/02/10 01:32- 1064W.-
Dichlorodifluoromethane
ND ug/L
1.0
1
09/02/10 01:32 75-71-8
M-Dichloroethane
ND ug/L
1.0
1
09/02/10 01:32 75-34-3
1,2-Dichloroethane
ND ug/L
1.0
1
09/02/10 01:32 107-06-2
1,1-Dichloroethene
ND ug/L
1.0
1
09/02/10 01:32 75-35-4
cis-1,2.:Dichloroethene
ND ug/L
1.0
1
09?02/10 01:32 156-59-2
trans-1,2-Dichloroethene
ND ug/L'
1.0
1
09/02/10 01:32 156-60-5
1,2-Dichloropropane
ND ug/L
1.0
1
09/02/10 01:32 78-87-5
1,3-Dichloropropane
ND ug/L
1.0
1
09/02/10 01:2�2 142-28-9
2,2-Dichloropropane
ND ug/L
1.0
1
09/02/10 01:32 594-20-7
IJ-Dichloropropene
ND ug/L
1.0
1
09/02/10 01:32 663-58-6
cis-1,3-Dichloropropene
ND ug/L
1.0
1
09/02/10 01-32 10061-01-5
trans-1,3-Dichloropropene
ND ug/L
1.0
1
09/02/10 01:32 10061-02-6
Diisopropyl ether
ND ug/L
1.0
1
09/02/10 01:32 108-20-3.
Ethylbenzene
ND ug/L
1.0
1
09/02/10 01:32 100-41-4
Hexachloro-1,3-butadiene
ND ug/L
1.0
1
09/02/10 01:32 87-68-3
2-Hexanone
ND ug/L
5.0
1
09/02/10 01:32 591-78-6
p-isopropyltoluene
ND ug/L
1.0
1
09/02/10 01:32 99-87-6
Methylene Chloride
ND ug/L
2.0
1
09/02110 01:32 75-09-2
4-Methyl-2-pentanone (MIBK)
ND ug/L
5.0
1
09/02/10 01:32 108-10-1
Methyl-tert-butyl ether
ND ug/L
1.0
1
09/02/10 01:32 1634-04-4
Naphthalene
ND ug/L
1.0
1
09/02110 01:32 91-20-3
Styrene
ND ug/L
1.0
1
09/02/10 01:32 100-42-5
1,1,1,2-Tetrachloroethane
ND ug/L
1.0
1
09/02/10 01:32 630-20-6
1,1,2,2-Tetrachloroethane
ND ug/L
1.0
1
09/02/10 01:32 79-34-5
Tetrachloroethene
ND ug/L
1.0
1
09/02110 01:32 127-18-4
Date: 09/08/2010 03:44 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pa6e Analytical Services, Inc..
Page 12 of 27

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2226 Riverside Dr. 980OKinceyAve. Sufte'100
aceAnalj&al Asheville, NC 28804 Huntersville, NC 28078
wwwpicelabacom [phone] (704)875-'9092
ANALYTICAL RESULTS
Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626
Sample: TRIP BLANK LabID: 9276626007 Collected: 08/31/10 00:00 Received: 08/31/10 14:02 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed . CAS No. Qual
8260 MSV Low Level
Analytical Method: EPA 8260
Toluene
ND ug/L
1.0
1
09102/10 01:32 108-88-3
1,2,3-Trichlorobenzene
ND ug/L
1.0
1
09/02/10 01:32 87-61-6
1,2,4-Trichlorobenzene
ND ug/L
1.0
1
09/02/10 01:32 120-82-1.
1,1,1-Trichloroethane
ND ug/L
1.0
1
09/02110 01:32 71-55-6
1,1,2-Trichloroethane
ND ug/L
1.0
1
09102/10 01:32 79-00-5
Trichloroethene
ND ug/L
1.0
1
00/02/10 01:32 79-01-6
Trichlorofluoromethane
ND ug/L
1.0
1
09/02/10 01:32 75-694
1,2,3-Trichloropropane
ND ug/L
1.0
1
09/02/10 01:32 96-18-4
Vinyl acetate
ND ug/L
2.0
1
09/02/10 01:32 108-05-4
Vinyl chloride
ND ug/L
1.0
1
09/02110 01:32 75-01-4
m&p-Xylene.
ND ug/L
2.0
1
'09/02/10 01:32 179601-23-1
o-Xylene
ND ug/L
1.0
1
09102/110 01:32 95-47-6
4-Bromofluorobenzene (S)
94 %
70-130
1
09/02/10.01:32 460-00-4
Dibromofluoromethane (S)
98 %
70-130
1
09/02/10 01:32 1868-53-7
1,2-Dichloroethane-d4 (S)
W %
70-130
1
09/02/10 01:32 17060-07-0
Tbluene-d8 (S)
99 %
70-130
1
09/02/10 01:32 2037-26-5
Date: 09/08/2010 03:44 PM
REPORT OF LABORA71 ORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..
AGCo,
Page 13 of 27

WxAnalXical"
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2225 Riverside Dr. 9800 l(inceyAve. Suite loo
wwwpacelab&pom
Asheville, NC
28804 Huntersville, NC 28078
[phone] [phone]
QUALITY CONTROL DATA
Project: TEC-Pl LOT TEST 08/31
Pace Project No.: 9276626
QC Batch: MSV/12107
Analysis Method: EPA 8260
QC Batch Method: EPA 8260
Analysis
Description:
8260 MSV TCLP
Associated Lab Samples: 9276626002,9276626004
METHOD BLANK: 492263,
Matrix: Water
Associated Lab Samples: 9276626002,9276626004
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed
Qualifiers
1,1-Dichloroethene
ug/L
ND
5.0
09/02/10 11:59
1,2-Dichloroethane
ug/L
ND
5.0
09/02/10 11:59
1,4-Dichlorobenzene
ug/L
ND
5.0
09/02/10 11:59
2-Butanone (MEK)
ug/L
ND
10.0
09/02/10 11:59
Benzene
ug/L
ND
5.0
09/02/10 11:59
Carbon tetrachloride
ug/L
ND
5.0
09/02/10 11:59
Chlorobenzene
ug/L
ND
5.0
09/02/10 11:59
Chloroform
ug/L
ND
5.0
09/02/10 11:59
Tetrachloroethene
ug/L
ND
5.0
09/02/10 11:59
Trichloroethene
ug/L
ND
5.0
09/02/10 11:59
Vinyl chloride
ug/L
ND
5.0
09/02/10 11:59
1,2-Dichloroethane-d4 (S)
%
105
70-130
09/02/10 11:59
4-Bromofluorobenzene (S)
%
97
70-130
09/02/10 11:59
Dibromofluoromethane (S)
%
103
70-130
09/02/10 11:59
Toluene-d8 (S)
%
98
67-135
09/02/10 11:59
LABORATORY CONTROL SAMPLE:
- 492264 -
Spike
LCS
LCS %
Rec
Parameter
Units.
Conc.
Result % Rec Limits Qualifiers
1,1-Dichloroethene
ug/L
50
61.6
123
70-141
1,2-Dichloroethane
ug/L
50
58 .1
116
70-139
1,4-Dichlorobenzene
ug/L
50
62.9
106
70-141
2-Butanone (MEK)
ug/L
100
126
126
63-150
Benzene
ug/L
so
55.6
'I'll
70-132
Carbon tetrachloride
ug/L
50
66.5
133
70-150
Chlorobenzene
ug/L
50
56.7
113
70-134
Chloroform
ug/L
50
58.0
116
70-130
Tetrachloroethene
ug/L
50
59.6
119
70-137
Trichloroethene
ug/L
50
.56.9
114
70-131
Vinyl chloride
ug/L
50
56.7
113
56-144
1,2-Dichloroethane-d4 (S)
%
102
70-130
4-Bromofluorobenzene (S)
%
99
70-130
Dibromofluoromethane (S)
%
101
70-130
Toluene-d8 (S)
%
99
67-135
Date: 09/08/2010 03:44 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
ACCo,
Page 14 of 27

ace-1 Analytical
wmpacelabscom
Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: - MSV/12159 Analysis Method: ' EPA 8260
QC Batch Method: EPA 8260 Analysis Description: 8260 MSV TCLP
Associated Lab Samples: 9276626006
METHOD BLANK: 494327 Matrix: Water
Associated Lab Samples: 9276626006
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersv Ille, NG 28078
[phone]
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed
Qualifiers
1,1-Dichloroethene
ug/L
ND
5.0
09/08/10 13:03
1,2-Dichloroethane
ug/L
ND
5.0
09/08110 13:03
1,4-Dichlorobenzene
ug/L
ND
5.0
09/08110 13:03
2-Butanone (MEK)
ug/L
ND
10.0
09/08/10 13:03
Benzene
ug/L
ND
5.0
09/08/10 13:03
Carbon tetrachloride
ug/L
ND
5.0
09/08/10 13:03
Chlorobenzene
ug/L
ND
5.0
09/08/10 13:03
Chloroform
ug/L
ND
5.0
09/08/10 13:03
Tetrachloroethene
ug/L
ND
5.0
09/08/10 13:03
Trichloroethene
ug/L
ND
5.0
09/08/10 13:03
Vinyl chloride
ug/L
ND
5.0
09/08/10 13:03
1,2-Dichloroethane-d4 (S)
%
96
70-130
09/08/10 13:03
4-Bromofluorobenzene (S)
%
100
70-130
09/08/10 13:03
Dibromofluoromethane'(S)
%
98
70-130
09/08/10 13:03
Toluene-d8 (S)
%
98
67-135
09/08/10 13:03
LABORATORY 00NTROLSAMPLE:-
-494328
Spike
LCS
LCS %
Rec
Parameter
Units
Conc.
Result
% Rec Limits Qualifiers
1,1-Dichloroethene
ug/L
50
53.4
107
70-141
1,2-Dichloroethane
ug/L
50
50.8
102
70-139
1,4-Dichlorobenzene
ug/L
50
52.9
106
70-141
2-Butanone (MEK)
ug/L
100
104
104
63-150
Benzene
ug/L
50
52.0
104
70-132
Carbon tetrachloride
ug/L
50
54.1
108
70-150
Chlorobenzene
ug/L
50
52.9
106
70-134
Chloroform
ug/L
50
52.2
104
70-130
Tetrachloroethene
ug/L
50
55.4
ill
70-137
Tdchloroethene
ug/L
50
56.1
112
70-131
Vinyl chloride
ug/L
50
51.4
103
56-144
1,2-Dichloroethane-d4 (S)
%
91
70-130
4-Bromofluorobenzene (S)
%
102
70-130
Dibromofluoromethane (S)
%
96
70-130
Tbluene-d8 (S)
%
99
67-135
--,)Date: 09/08/2010 03:44 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..
ACC,
Page 15 of 27

ceAnalXical"
wmpadelabs.00m
ac,
Project: TEC-PI LOT TEST 08/31
Pace Project No.: 9276626
Pace Analytical Services, Inc.
. 2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: MSW12092
QC Batch Method: EPA 8260
Associated Lab Samples: 9276626007
Analysis Method:
Analysis Description:
EPA 8260
8260 MSV Low Level
METHOD BLANK: 491521
Matrix: Water
Associated Lab Samples: 9276626007
Blank Reporting
Parameter
Units Result Limit
Analyzed
1,1,1,2-Tetrachloroethane
ug/L
ND
1.0
09/01110 22:34
1,1,1-Trichloroethane
ug/L
ND
1.0
09/01/10 22:34
1,1,2,2-Tetrachloroethane
ug/L
ND
1.0
09/01/10 22:34
1,1,2-Trichloroethane
ug/L
ND
1.0
09/01/10 22:34
1,1-Dichloroethane
ug/L
ND
1.0
09101/10 22:34
1,1-Dichloroethene
ug/L
ND
1.0
09/01/10 22:34
1,1-Dichloropropene
ug/L
ND
1.0
09/01/10 22:34
1,2,3-Tdchlorobenzene
ug/L
ND
1.0
09/01/10 22:34
1,2,3-Tdchloropropane
ug/L
ND
1.0
09/01/10 22:34
1,2,4-Trichlorobenzene
ug/L
ND
1.0
09/01/10 22:34
1,2-Dibromo-3-chloropropane
ug/L
ND
5.0
09/01/10 22:34
1,2-Dibromoethane (EDB)
ug/L
ND
1.0
09/01/10 22:34
1,2-Dichlorobenzene
ug/L
ND
1.0
09/01/10 22:34
1,2-Dichloroethane
ug/L
ND
1.'0
09/01/10 22:34
1,2-Dichloropropane
ug/L
ND
1.0'
09101/10 22:34
1,3-Dichlorobenzene
ug1L
ND
1.0
09/01110 22:34
1,3-Dichloropropane
ug/L
ND
1.0
09/01/10 22:34
1,4-Dichlorobenzene -
--ug/L-
ND
1.0-
09101/10 22.34
2,2-Dichloropropane
ug/L
ND
1.0
09/01/10 22:34
2-Butanone (MEK)
ug/L
ND
5.0
09/01/10 22:34
2-Chlorotoluene
ug/L
ND
1.0
09/01/10 22:34
2-Hexanone
ug/L
ND
5.0
09/01/1.0 22:34
4-Chlorotoluene
ug/L
ND
1.0
09/01/10 22:34
4-Methyl-2-pentanone (MIBK)
ug/L
ND
5.0
09/01110 22:34
Acetone
ug/L
ND
25.0
09/01/10 22:34
Benzene
ug/L
ND
1.0
09/01/10 22:34
Bro'mobenzene
ug/L
ND
1.0
09/01/10 22:34
Bromochloromethane
ug/L
ND
1.0
09/01/10 22:34
Bromodichloromethane
ug/L
ND
1.0
09101110 22:34
Bromoform
ug/L
ND
1.0
09/01/10 22:34
Bromomethane
ug/L
ND
2.0
09/01110 22:34
Carbon tetrachloride
ug/L
ND
1.0
09/01/10 22:34
Chlorobenzene
ug/L
ND
1.0
09/01/10 22:34
Chloroethane
ug/L
ND
1.0
09101/10 22:34
Chloroform
ug/L
ND
1.0
09/01/10 22:34
Chloromethane
ug/L
ND
1.0
09/01/10 22:34
cis-1,2-Dichloroethene
ug/L
ND
1.0
09/01/10 22:34
cis-1,3-Dichloropropene
ug/L
ND
1.0
09101110 22:34
Dibromochloromethane
ug/L
ND
1.0
09/01/10 22:34
Dibromomethane
ug/L
ND
1.0
09/01/10 22:34
Dichlorodifluoromethane
ug/L
ND
1.0
09/01/10 22:34
Diisopropyl ether
ug/L
ND
1.0
09/01/10 22:34
Ethylbenzene
ug/L
ND
1.0
09/01/10 22:34
Date: 09/08/2010 03:44 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except
in full,
without the written consent of Pace Analytical
Services, Inc..
.0
Qualifiers
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 16 of 27

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2225 9800 Kincey Ave. Suite 100
aceAna0cal Riverside Dr.
www.pacetabs.com Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
QUALITY CONTROL DATA
Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626
METHOD BLANK: 491521
Associated Lab Samples:
Parameter
9276626007
Units
Matrix: Water
Blank Reporting
Result Limit
Analyzed Qualifiers
HexachloroA,3-butadiene
ug/L
ND
1.0
09/01110 22:34
m&p-Xylene
ug/L
ND
2.0
09/01110 22:34
Methyl-tert-butyl ether
ug/L
ND
1.0
09/01/10 22:34
Methylene Chloride
ug/L
ND
2.0
09/01/10 22:34
Naphthalene
ug/L
ND
1.0
09/01/10 22:34
o-Xylene
ug/L
ND
1.0
09/01110 22:34
p-Isopropyltoluene
ug/L
ND
1.0
09/01/10 22:34
Styrene
ug/L
ND
1.0
09/01110 22:34
Tetrachloroethene
ug/L
ND
1.0
09/01/10 22:34
Toluene
ug/L
ND
1.0
09/01/10 22:34
trans-1,2-Dichloroethene
ug/L
ND
1.0
09/01/10 22:34
trans-1,3-Dichloropropene
ug/L
ND
1.0
09/01/10 22:34
Trichloroethene
ug/L
ND
1.0
09/01/10 22:34
Trichlorofluoromethane
ug/L
ND
1.0
09/01/10 22:34
Vinyl acetate
ug/L
ND
2.0
09/01/10 22:34
Vinyl chloride
ug/L
ND
1.0
09/01/10 22:34
1,2-Dichloroethane-d4 (S)
%
100
70-130
09/01/10 22:34
4-Bromofluorobenzene (S)
%
94
70-130
09/01/10 22:34
Dibromofluoromethane (S)
%
95
70-130
09/01/10 22:34
Toluene-d8 (S)
%
99
70-130
09/01/10 22:34
LABORATORY CONTROL SAMPLE:
Parameter
491522
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
50
54.3
109
70-130
1,1,1-Trichloroethane
ug/L
50
59.2
118
70-130
1,1,2,2-Tetrachloroethane
ug/L
50
52.8
106
70-130.
1,1,2-Trichloroethane
ug/L
50
59.5
119
70-130
1,1-Dichloroethane
ug/L
50
61.7
123
70-130
M-Dichloroethene
ug/L
50
62.6
125
.70-132
1,1-Dichloropropene
ug/L
50
58.0
116
70-130
1,2,3-Trichlorobenzene
ug/L
50
53.3
107
70-135
1,2,3-Trichloropropane
ug/L
60
45.7
91
70-130
1,2,4-Trichlorobenzene
ug/L
50
52.3
105
70-134
1,2-Dibromo-3-chloropropane
ug/L
50
53.3
107
70-130
1,2-Dibromoethane (EDB)
ug/L
50
51.6
103
70-130
1,2-Dichlorobenzene
ug/L
50
51.3
103
70-130
1,2-Dichloroethane
ug/L
50
59.5
119
70-130
1,2-Dichloropropane
ug/L
50
54.3
109
70-130
1,3-Dichlorobenzene
ug/L
50
51.4
103
70-130
1,3-Dichloropropane
ug/L
50
52.4
105
70-130
1,4-Dichlorobenzene
ug/L
50
51.3
103
70-130
2,2-Dichloropropane
ug/L
50
52.8
106
68-145
2-Butanone (MEK)
ug/L
100.
108
108
70-145
2-Chlorotoluene
ug/L
50
53.0
106
70-130
�'Date: 09/08/2010 03:44 PM REPORT OF LABORATORY ANALYSIS Page 17 of 27
This report shall not be reproduced, except in full,
Without the written consent of Pace Analytical Services, Inc..

ceAnayical
www.p4celabs.com
Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626
LABORATORY CONTROL SAMPLE: 491522
Parameter
Units
2-Hexanone
ug/L
4-Chlorotoluene
ug/L
4-Methyl-2-pentanone (MIBK)
ug/L
Acetone
ug/L
Benzene
ug/L
Bromobenzene
ug/L
Bromochloromethane
ug/L
Bromod ichlorom ethane
ug/L
Brornoform
ug/L
bromomethane
ug/L
Carbon tetrachloride
ug/L
Chlorobenzene
ug/L
Chloroethane
ug/L
Chloroform
ug/L
Chloromethane
ug/L
cis-1,2-DiGhloroethene
ug/L
cis-1,3-Dichloeopropene
ug/L
Dibromochloromethane
ug/L
Dibromomethane
ug/L
Dichlorodifluoromethane
ug/L
Diisopropyl ether
ug/L
Ethylbenzene
ug/L
Hexachloro-1,3-butadiene
!jg/L
m&p�-_Xyl-ene
ug/L
Methyl-tert-butyl ether
ug/L
Methylene Chloride
ug/L
Naphthalene
ug/L
o-xylene
ug/L
p-lsopropyltoluene
ug/L
Styrene
ug/L
Tetrachloroethene
ug/L
Toluene
ug/L
trans-1,2-Dichloroethene
ug/L
trans-1,3-Dichloropropene
ug/L
Trichloroethene
ug/L
Trichlorofluoromethane
ug1L
Vinyl acetate
ug/L
Vinyl chloride
ug/L
1,2-Dichloroethane-d4 (S)
%
4-Bromofluorobenzene (S)
%
Dibromofluoromethane (S)
%
Toluene-d8 (S)
%
Date: 09/08/2010 03:44 PM
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROLDATA
Pace Analytical Services, Inc.
.9800 KinceyAve. Suite 100
Huntersville, NC 28078
(7_04)M-9092
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits . Qualifiers
100
108
108
70-144
50
52.3
105
70-130
100
108
108
70-140
100
ill
ill
50-175
50
60.8
122
70-130
50
51.5
103
70-130
50
60.7
121
70-130
50
54.6
109
70-130'
50
52.4
105
70-130
50
55.7
ill
54-130
50
58.9
118
70-132
50
56.4
113
70-130
50
59.3
119
64-134
50
56.4
113
70-130
50
48.8
98
64-130
50
58.7
117
70-131
50
5 2.3
105
70-130
50
53.0
106
70-130
50
57.6
115
70-131
50
57.1
114
56-130
50
54.4
109
70-130
50
55.2
110
70-130
50
50.5
101
-70-130
100
ill
ill
70-130
50
54.3
109
70-130
50
54.6
109
63-130
50
52.1
104
70-138
50
51.3
103
70-130
50
53.0
106
70-130
50
48.4
97
70-130
60
53.7
107
70-130
50
58.7
117
70-130
50
58.7
117
70-130
50
53.4
107
70-132
50
56.5
113
70-130
50
59.7
119
62-133
100
107
107
66-157
50
59.7
119
69-130
92
70-130
99
70-130
103
70-130
101
70-130
-REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 18 of 27

/5I AnaV�CdD
1ace Wwwpacelabacom
Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
491523
491524
IVIS
MSD
9276673008
Spike
Spike
IVIS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Cone.
Cone.
Resuft
Result
% Rec
% Rec
Limits
RPD Qual
1,1-Dichloroethene
ug/L
ND
50
50
64.2
63.7
128
127
70-166
1
Benzene
ug/L
ND
50
50
64.1
64.9
128
130
70-148
1
Chlorobenzene
ug/L
ND
50
60
60.0
58.9
120
118
70-146
2
Toluene
ug/L
ND
50
50
61.7
61.2
123
122
70-155
1
Trichloroethene
ug/L
ND
50
50
58.4
57.5
117
115
69-151
2
1,2-Dichloroet,hane-d4 (S)
%
101
100
70-130
4-Bromofloorobenzene (S)
%
94
92
70-130
Dibromofluoromethane (S)
%
98
97
70-130
Tbluene-d8 (S) -
%
95
98
70-130
-..,)ate: 09/08/2010 03:44 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full.
without the written consent of Pace Analytical Services, Inc..
Page 19 of 27

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
eAnaljftalo 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
www.pacelabs.com Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
QUALITY CONTROL DATA
Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626
QC Batch: MSW12093 Analysis Method:
QC Batch Method: EPA 8260 Analysis Description:
Associated Lab Samples: 9276626001,9276626003,9276626005
EPA 8260
8260 MSV 6035A Volatile Organics
METHOD BLANK: 491594
Matrix: Solid
Associated Lab Samples: 9276626001,9276626003,9276626005
Blank Reporting
Parameter
Units
Result Lirriit
Analyzed Qualifiers
1,1,1,2-Tetrachloroethane
ug1kg
ND
5.0
09101/10 14:22
1,1,1-Trichloroethane
ug1kg
ND
5.0
09/01/10 14:22
1,1,2,2-Tetrachloroethane
ug/ko
ND
5.0
09/01/10 14:22
1,1,2-Trichloroethane
ugtkg
ND
5.0
09/01/10 14:22
1,1-Dichloroethane
ug/kg
ND
5.0
09/01/10 14:22
1,1-Dichloroethene
ug/kg
ND
5.0
09/01/10 14:22
1,1-Dichloropropene
ug1kg
ND
5.0
09101/10 14:22
1,2,3-Trichlorobenzene
ug/kg
ND
5.0
09101/10 14:22
1,2,3-Trichloropropane
ug/kg
ND
5.0
09/01/10 14:22
1,2,4-Trichlorobenzene
ug/kg
ND
5.0
09/01/10 14:22
1,2,4-Trimethylbenzene
ug/kg
ND
5.0
09/01/10 14:22
1,2-Dibromo-3-chloropropane
ug/kg
ND
5.0
09/01/10 14:22
1,2-Dibromoethane (EDB)
ug1kg
ND
5.0
09101/10 14:22
1,2-Dichlorobenzene
ug/kg
ND
5.0
09/01/10 14:22
1,2-Dichloroethane
ugtkg
ND
5.0
09/01/10 14:22
1,2-Dichloropropane
ug1kg
ND
5.0
09/01/10 14:22
1,3,5-Trimethylbenzene
ugfkg
ND
5.0
09/01i10 14:22
1,34)i6filor-obenzenhe
ug/kg
­N 1� - - -- -
-5.6
W10 1 A 6 4: n
1,3-Dichloropropane.
ug1kg
ND
5.0
09101/10 14:22
1,4-Dichlorobenzene
ug/kg
ND
5.0
09/01/10 14:22
2,2-Dichloropropane
ug/kg
ND
5.0
09/01/10 14:22
2-Butanone (MEK)
ug/kg
ND
100
09101/10 14:22
2-Chlorotoluene
ug/kg
ND
5.0
09/01/10 14:22
2-Hexanone
ug/kg
ND
50.0
09101/10 14:22
4-Chlorotoluene
ug/kg
ND
6.0
09/01/10 14:22
4-Methyl-2-pentanone (MlBK)
ugikg
ND
50.0
09/01/10 14:22
Acetone
ug/kg
ND
100
09/01/10 14:22
Benzene
ugtkg
ND
5.0
09/01/10 14:22
Bromobenzene
ug/kg
ND
5.0
09/01/10 14:22
Bromochloromethane
ug/kg
ND
5.0
09/01/10 14:22
Bromodichloromethane
ug/kg
ND
5.0
09/01/10 14:22
Bromoform
ug/kg
ND
5.0
09/01/10 14:22
Bromomethane
ug1kg
ND
10.0
09101/10 14:22
Carbon tetrachloride
ug1kg
ND
5.0
09/01/10 14:22
Chlorobenzene
ug1kg
ND
5.0
09101/10 14:22
Chloroethane
ug/kg
ND
10.0
09/01110 14:22
Chloroform
ug[kg
ND
5.0
09/01/10 14:22
Chloromethane
ug/kg
ND
10.0
09/01/10 14:22
cis-1,2.-Dichloroethene
ug/kg
ND
5.0
09/01/10 14:22
cis-1,3-Dichloropropene
ug/kg
ND
5.0
09/01/10 14:22
Dibromochloromethane
ug1kg
ND
5.0
09/01/10 14:22
Dibromomethane
ug/kg
ND
6.0
09/01/10 14:22
Dichlorodifluoromethane
ug1kg
ND
10.0
09/01/10 14:22
Date: 09/08/2010 03:44 PM REPORT OF LABORATORY ANALYSIS Page 20 of 27
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
a Analjtical 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
ce www.pa&elabs.com Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
QUALITY CONTROL DATA
Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626
METHOD BLANK: 491594
Associated Lab Samples:
Parameter
Matrix: Solid
9276626001,9276626003,9276626005
Blank Reporting
Units Result Limit
Analyzed Qualifiers
Dlisopropyl ether
ug/kg
ND
5.0
09/01/10 14:22
Ethylbenzene
ug/kg
ND
6.0
09/01/10 14:22
Hexachloro-1,3-butadiene
ug1kg
ND
6.0
09/01/10 14:22
Isopropylbenzene (Cumene)
ug/kg
ND
5.0
09/01/10 14:22
m&p-Xylene
ug/kg
ND
10.0
09/01/10 14:22
Methyl-tert-butyl ether
ug1kg
ND
5.0
09/01/10 14:22
Methylene Chloride
ug/kg
ND
20.0
09101 /10 14:22
n-Butylbenzene
uglkg
ND
5.0
09/01/10 14:22
n-Propylbenzene
ug/kg
ND
6.0
09/01/10 14:22
Naphthalene
ug/kg
ND
5.0
09/01110 14:22
o-Xylene
ug/kg
ND
5.0
09/01/10 14:22
p-Isopropyltoluene
ug/kg
ND
5.0
09/01/10 14.22
sec-Butylbenzene
ug1kg
ND
5.0
09/01/10 14:22
Styrene
ug/kg
ND
5.0
09/01/10 14:22
tert-Butylbenzene
uglkg
ND
5.0
09/01/10 14:22
Tetrachloroethene
ug1kg
ND
5.0
09101/10 14:22
Toluene
ug/kg
ND
5.0
09/01/10 14:22
,trans-1,2-Dichloroethene
ug1kg
ND,
5.0
09/01/10 i4:22
trans-1,3-Dichloropropene
ug/kg
ND
5.0
09/01/10 14:22
Trichloroethene
ug1kg
ND
5.0
09/01/10 14:22
Trichlorofluoromethane
ug1kg
ND
5.0
09/01/10 14:22
Vinyrface-t-ate-
-ug-/kg--
-ND-
50.0
--09/01/10 14:22
Vinyl chloride
ug/kg
ND
10.0
09/01/10 14:22
Xylene (Total)
ug1kg
ND
10.0
09/01/10 14:22
1,2-Dichloroethane-d4 (S)
%
103
70-132
09/01/10 14:22
4-Bromofluorobenzene IS)
%
96
70-130-
09/01110 14:22
Dibromofluoromethane (S)
%
100
70-130
09/01/10 14:22
Tbluene-d8 (S)
%
99
70-130
09/01/10 14:22
LABORATORY CONTROL SAMPLE:
Parameter
491595
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,1,1,2-Tetrachloroethane
ug/kg
50
59.5
119
70-131
1,1,1-Trichloroethane *
ug[kg
50
55.6
ill
70-141
1,1,2,2-Tetrachloroethane
ug/kg
50
61.3
123
70-130
1,1,2-Trichloroethane
ug/kg
50
59.6
119
70-132
M-Dichloroethane
ug1kg
50
57.3
115
70-143
1, 1 -Dichloroethene
ug[kg
60
55.1
110
70-137
1,1-Dichloropropene
ug/kg
50
50.1
100
70-135
1,2,3-Trichlorobenzene
ug[kg
50
54.2
108
69-153
1,2,3-Tric - hloropropane
ug1kg
50
56.8
114
70-130
1,2,4-Trichlorobenzene
ug/kg
50
56.0
.112
55-171
1,2,4-Trimethylbenzene
ug/kg
50
55.2
110
70-149
1,2-Dibromo-3-chloropropane
ug1kg
50
62.1
124
68-141
1,2-Dibromoethane (EDB)
ug/kg
50
59.5
119
.70-130
\---�Date: 0910812010 03:44 PM
REPORT OF LABORATORY ANALYSIS
This report shall
not be reproduced,
except In full,
withoutt he written consent of Pace Analytical Services, Inc..
Qualifiers
Page 21 of 27

aneAnayical
www.pacelabs.com
Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626
LABORATORY CONTROL SAMPLE: 491595
Parameter
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3,5-Trimethylbenzene
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Butanone (MEK)
2-Chlorotoluene
2-Hexanone
4-Chlorotoluene
4-Methyl-2-pentanone (MIBK)
Acetone
Benzene
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
-Ch.loroethane
Chloroform
Chloromethane
cis-1,2-Dichloroethene
cis-1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Diisopropyl ether
Ethylbenzene
Hexachloro-1,3-butadiene
Isopropylbenzene (Cumene)
m&p-Xylene
Methyl-tert-butyl ether
Methylene Chloride
n-Butylbenzene
n-Propylbenzene
Naphthalene
o-Xylene
p4sopropyltoluene
sec-Butylbenzene
Styrene
tert-Butylbenzene
Tetrachloroethene
Toluene
trans-1,2-Dichloroethene
Date: 09/0812010 03:44 PM
ug/kg
ugtkg
ug/kg
ug1kg
ug/kg
ug/kg
ugtkg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug1kg
ug/kg
ug/kg
ug1kg
ug/kg
ug/kg
ug1kg
ug/kg
ug/kg
ug/kg
-ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg'
ug1kg
ug/kg
ug/kg
ug/kg
Units
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville', �C 28804
[phone]
QUALITY CONTROL DATA
Spike LCS
Conc. Result
50 56.3
50 56.9
5b 55.2
50 55.6
50 56.8
50 56.5
50 53.7
50 55.2
100 108
50 54.2
100 120
50 56.8
100 ill
100 101
50 55.5
50 57.5
50 54.7
50 56.9
50 56.2
50 63.5
50 64.9
50 57.1
-50- 61.8
50 57.1
50 46.4
50 55.7
50 54.5
50 56.0
50 59.5
50 52.7
50 52.5
50 58.7
50 55.2
50 59.5
100 119
60 52.8
50 52.3
50 55.7
50 59.2
50 54.3
50 59.6
50 57.5
50 56.6
50 58.9
50 58.4
50 58.5
50 66.0
50 53.9
LCS
% Rec
% Rec
Limits
113
70-140
114
70-137
110
70-133
ill
70-143
114
70-144
113
'70-132
107
70-142
110
68-152
108
70-149
108
70-141
120
70-149
114
70-149
ill
70-153
101
70-157
ill
70-130
115
70-141
109
70-149
114
70-130
112
70-131
64-136
130
70-154
114
70-135
124-
-68-151-
114
70-130
93
70-132
ill
70-140
i oq�
70-137
112
70-130
119
70-136
105
36-148
105
70-139
117
70-137
110
70-145
119
70-141
119
70-140
106
45-150
105
70-133
ill
65-155
118
76-148
109
70-148
119
70-141
115
70-148.
113
70-145
118
70-138
117
70-143
117
70-140
112
70-130
108
70-136
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the wriften consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 KinceyAve. Suite loo
Huntersville, NC 28078
[phone]
Qualifiers
Page 22 of 27

Pace Analytical Services, Inc.
a AnaIXical 2225 Riverside Dr.
ce vm*pecefabacom Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626
LABORATORY COJNTROL SAMPLE:
491595
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits
Qualifiers
trans-1,3-Dichloropropene
ug1kg
50
53.8
108
70-138
Trichloroethene
ug1kg
50
55.8
.112
70-132
Trichlorofluoromethane
ug/kg
50
58.2
116
69-134
Vinyl acetate
ug/kg
100
63.8
64
24-161
Vinyl chloride
ug1kg
50
58.9
118
55-140
Xylene (Total)
ug/kg
150
178
119
70-141
1,2-Dichloroethane-d4 (S)
%
105
70-132..
4-Bromofluorobenzene (S)
%
101
70-130
Dibromofluoromethane (S)
%
100
70-130
Tbluene-d8 (S)
%
99
70-130
MATRIX SPIKE SAMPLE:
492092
9276654012
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Red
Limits
1,1-Dichloroethbne
ug/kg
ND
.40
45.4
114
49-180
Benzene
ug/kg
ND.
40
41.8
105
50-166
Chlorobenzene
ug/kg
ND
40
39.4
98
43-169
Toluene
ug1kg
ND
40
42.2
101
52-163
Trichloroethene
ugtkd
ND
40
.41.2
103-
.49-167
1,2-Dichloroethane-d4 (S)
%
102
70-132
4-Bromofluorobenzene (S)
%
97
70-130
Dibromofluoromethane (S)
%
100
70-130
Toluene-d8 (S)
%
98
.70-130
SAMPLE DUPLICATE: 492093
Parameter
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloroethane
1,1-DiGhloroethane
M-Dichloroethene
IJ-Dichloropropene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorob6nzene
1,2,4-Trimethylbenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane (EDB)
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3, 5-Trimethyl benzene
1,3-Dichlorobenzene
I----- �)ate: 09/08/2010 03:44 PM
ug/kg
ug/kg
ug1kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug1kg
ug/kg
ug/kg
ug/kg
ug1kg
ug/kg
ug/kg
ug/kg
ug/kg
Units
9276656001
Result
ND
ND
'ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dup.
Result
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
RPD Qualifiers
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Qualifiers
Page 23 of 27

aaeAnayical
WWW.Pacelabs.00'm
Pace Analytical Services, Inc.
Pace Analytical Services, Inc.
2225 Riverside Dr.
9800 Kincey Me. Suite 100
Asheville, NC 28804
Huntersville, NC 28078
[phone]
[phone]
QUALITY CONTROL DATA
Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626
SAMPLE DUPLICATE: 492093
9276656001
Dup
Parameter
Units
Result
Result RPD Qualifiers
1,3-Dichloropropane
ug/kg
ND
ND
1,4-Dichlorobenzene
ug1kg
ND
ND
2,2-Dichloropropane
ug/kg
ND
NP
2-Butanone (MEK)
ug/kg
ND
ND
2-Chlorotoluene
ug/kg
ND
ND
2-Hexanone
ugtkg
ND
ND
4-Chlorotoluene
uglkg
ND
ND
4-Methyl-2-pentanone (MIBK)
ug/kg
ND
ND
Acetone
ug/kg
ND
ND
Benzene
ug/kg
ND
ND
Bromobenzene
ug/kg
ND
ND
Bromochloromethane
ug/kg.
ND
ND
Bromodichloromethane
ug/kg
ND
ND
Bromoform
ug/kg
ND
ND
Bromomethane
ug/kg
ND
ND
Carbon tetrachloride
ug/kg
ND
ND
Chlorobenzene
ug/kg
ND
ND
Chloroethane
ug1kg
ND
ND
Chloroform
ug/kg
ND
ND
Chloromethane
ug/kg
ND
ND
cis-1,2-Dichloroethene
ug/kg
ND
ND
cis-1,3-Dichloropropene
ug1kg
ND
ND
Dibrornochloromethane-
ug1kg
ND-
ND-
Dibromomethane
ug1kg
ND
ND
Dichlorodifluoromethane
ug/kg
ND
ND
Diisopropyl ether
ug/kg
ND
ND
Ethylbenzene
ug/kg
ND
ND
Hexachloro-1,3-butadiene
ug/kg
ND
ND
Isopropylbenzene (Cumene)
ug1kg
ND
ND
m&p-Xylene
ug/kg
ND
ND
Methyl-tert-butyl ether
ug/kg
ND
ND
Methylene Chloride
ug/kg
ND
ND
n-Butylbenzene
ug1kg
ND
ND
n-Propylbenzene
ug/kg
ND
ND
Naphthalene
ug/kg
ND
ND
o-Xylene
ug/kg
ND
ND
p-Isopropyltoluene
ug/kg
ND
ND
sec-Butylbenzene
ugtkg
ND
ND
Styrene
ug1kg
ND
ND
tert-Butylbenzene
ug/kg
ND
ND
Tetrachloroethene
ug/kg
ND
ND
Toluene
ug/kg
ND
ND
trans-1,2-Dichloroethene
ug/kg
N.D
ND
trans-1,3-Dichloropropene
ug/kg
ND
ND
Trichloroethene
ug/kg
ND
ND
Trichlorofluoromethane
ug/kg
ND
ND
Vinyl acetate
ug/kg
ND
ND
Vinyl chloride
ug/kg
ND
ND
Date: 09/0812010 03:44 PM
REPORT OF LABORATORY ANALYSIS Page 24 of 27
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAnayicale
www.pacelabs.com
Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626 .
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
SAMPLE DUPLICATE: 492093
9276656001
Dup
Parameter
Units
Result
Result
RPD Qualifiers
Xylene (Total)
ug/kg
ND
ND
1,2-Dichloroethane-d4 (S)
%
102
108
5
4-Bromofluorobenzene (S),
%
96
97
1
Dibromofluoromethane IS)
%
99
102
3
Tbluene-d8 IS)
%
100
100
0
--jDate: 09/08/2010 03:44 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NG 28078
[phone]
Page 26 of 27

aicieAnalidical.
wwwpacelabs cam
Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: . PMST/3393 Analysis Method: ASTIVI D2974-87
QC Batch Method: ASTM D2974-87 Analysis Description: Dry Weight/Percent Moisture
Associated Lab Samples: 9276626001,9276626003,9276626005
SAMPLE DUPLICATE: 492733
9276626001 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 47.9 47.6 1
SAMPLE DUPLICATE: 492734
9276858005 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 8-.6 11.4 28 R1
Date: 09/08/2010 03:44 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Servi - ces, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 26 of 27

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2MAnayicall" 2225 Riverside Dr. b800 Kincey Ave. Suite 100
wwpacelab&OOM Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
QUALIFIERS
Project: TEC-PILOT TEST 08/31
Pace Project No.: 9276626
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to th.e reported data due to changes in.sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
S - Surrogate
1,2-Diphenylhydrazine (8270 listed analyte) decomposes to Azobenzene.
Consistent with EPA guidelines, unround ' ed data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is NELAP accredited. Contact your Pace PM for the current list of accredited analytes.
ANALYTE QUALIFIERS
R1 RPD value was outside control limits.
/Date: 09/08/2010 03:44 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical services, Inc..
ACC��'
Page 27 of 27

/07
eAnalydcal'
";ac,
www.pacelabs.com
CHAIN -OF -CUSTODY if Analytical I Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. Ail relevant fields must be completed accurately.
Section A Section B Section C
Page: of
Required Client Information: Required Project Information: Invoice Information:
Report To: N__ __ Attention:
Company��
1409452
'EAJjri4 VA" e-C, �J Ip r-
Address
Copy To:
van VJ
company
OEM
REGPLAToRy. AGENCY-..
4,1(cm 1,1L PC, I'm I
Ad
-IIIIIIIIIIM
NPDES F GROUND WATER DRINKING WATER
r LIST r RCRA r OTHER
En& To: .
@�SjkW&W
F urchase Order No.:
Pace Quote
w_"
1d
Reference:
Phri,Fak
!IF
Project Name; -
t-a +
Pace Project
-Site Location
-3-3,50
c
Manager.
Requested Due DaterrAT,.
Project Number
Pace Profile P.
:$TATE.'
equepted.Ahilysis
Filtered
(Y/N)
Section 0 Matrix C
E,
Required Client Information MATRIX
COLLECTED
Preservatives
Drinking Water DW
0
L)
Water
6
0
Waste Water VWT
VW
COMPOSITE
COMPOSITE
Produc, t P
END/GRAB
Soll/Solld SL
0
0
Cn
SAMPLE ID oil OL
L)
a)
Wipe WP
(A-Z 0.9 Air AR
w
0.
uJ
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0
Sample IDS MUST BE UNIQUE Tissue TS
0
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LL
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DATE
TIME
DATE
TIME
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ADDITIONAL COMMENTS
RELl
Q I§NED BY I AFFILIATION
DATE.
EP. P,PY./AFFIL(ATJON
44C Te.
DATE
TIME
SAMPLE CONDITIONS
k 1,(4AA
id?(Lu
I q_-- 6 Z_
1
e-%,-
>-
V
'iA N E
ORIGINAL
PRINT Name of SAMPLER:
Amin&
L)
.28
E
E
SIGNATURE of SAMPLER: J___�_RATE
Signal I t
(MM1DD1YY): JJ
1, Note: By signing this farm you are accepting Pace's NET 30 day payment terms and agreeing to late charges of 1.51/6 per mont F-ALL-Q-020rev.07, �,�2007

$ampke Condition Upon Receipt
keAnafj4ical'
Client Name:__/m'___,_ Project # I-,L-7 c 4 2
Where Received: El Huntersvilell Asheville
Eden
Courier: Fed Ex E] UPS E]USPSeE��Client ElCommercialE] Pace Other
P I
Custody Seal on Cooler/Box Present: Elyes 2r-no Seals intact: El yes erno :N4R*,,Dber.Wti._'
Packing Material: E] Bubble Wrap 2<ub--ble Bags El None []Other
W
:e
Thermometer Uselle!�n#) 14-648-44 Type of Ic I Blue None les on ice, cooling process has begun
f < <Enamp
Temp Correction Factor: Add C
Corrected Cooler Temp.:--- C Biological Tissue is Frozen: Yes No Date and Initials of ersqpXxamining
Temp should be above freezing to 6*C Comments: contents: —
Chain of Custody Present: �es bNo ON/A 1.
Chain of Custody Filled Out: _Q-YL-9_0No ONIA 2.
Chain of Custodv Relinquished: r-LW.-. r_1M. FU11A 1.1
Sampler Name & Signature on COC: )21--s -PNO DWA
4.
Sampl �s Arrived within Hold Time: 21ee'.0N. ONIA
5.
Short Hold Time Analysis (<72hr): DYes 21 r. ON/A
6.
Rush Turn Around Time Requested: zf_ �Y-- DNo ONIA
7.
Sufficient Volume: _Plres ONo ONIA
8.
Correct Containers Used: 21'Yes 0No EIN/A
-Pace Containers Used: Vfe-.' ElNo CIN/A
9.
Containers Intact: 94rcl No' 0 N/A
10.
Filtered volume received for Dissolved tests DYes DNo PWX'
"11.
Saimple - Labels - m - at . ch COC: - ��es bNo 0 NIA
-includes date/timeffi/Analysis Matrix: <
12.
All containers needing preservation have been checked.
EIY.. CIN. CIN/A'
All containers needing preservation are found to be in
compliance with EPA recommendation. 45 Yes (_)No ON/A
13.
exception.s: VOA, coliform, TOC, O&G, WI-DRO (water). Oyes IFIK. Initial when completed
tion: OYes DNo ITNIA 14.
Headspace in VIDA Vials (>6Mm): DYes 11]No.,�w 15.
Trip Blank Present: DYes DNo P1N1 16.
Trip Blank Custody Seals Present DYes DNo Z/A
Face Trip Blank Lot # (if purcha ed):
Client Notification/ Resolution: Field Data Required? Y N
Person Contacted: Dateffime:
Comments/ Resolution:
Project Manager Review:
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form wiff'bEi sent to the North Carolin'a DEHNR
Certification Off ice ( i.e out of. hold, incorrect preservative, out of temp, incorrect containers)
F-ASV-CS-03-Rev.() ,

alceAnalyfical
".pacelahqom
October 08, 2010
Mr. Chris Gilbert
Altamont Environmental
231 Haywood Street
Asheville, NC 28801
RE: Project: TEC PILOT TEST 09/28
Pace Project No.: 9278539
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 KiriceyAve. Suite 100
Huntersville, NC 28078
[phone]
Dear Mr. Gilbert:
Enclosed are the analytical results for sample(s) received by the laboratory on September 28, 2010.
The results relate only to the samples included in this report. Results reported ' herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the.
report.
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed at our Pace Huntersville laboratary- uriless -otherwise-footnoted- All -
Microbiological analyses were performed at the . laboratory where the samples were received.
If you have any questions concerning this report,. please feel free to contact me.
Sincerely,
_75r:6��
Lord Patton
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Mithout the written consent of Pace Analytical Services, Inc..
ACCG�
Page 1 of 7

a ceAnaiXicalo
wmpawa4com
Project: TEC PILOT TEST 09/28
Pace Project No.: 9278539
Asheville Certification IDs
2225 Riverside Dr., Asheville, NC 28804
Connecticut Certification #: PH-0106
Florida/NELAP Certification #: E87648
Massachusetts Certification *: M-NCO30
New Jersey Certification #: NC01 I
North Carolina Bioassay Certification #: 9
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2225 Riverside Dr. 9800KInceyAve. Sufte100
Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
CERTIFICATIONS
North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40
Pennsylvania Certification #: 68-03578
South Carolina Bioassay Certification #: 99030002
South Carolina Certification #: 99030001
Virginia Certification *: 00072
REPORT OF LABORATORY ANALYSIS 'Page 2 of 7
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
,0

Jceftljtical
Wwpacelabscom
Project: TEC PILOT TEST 09/28
Pace Project No.: 9278539
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville , NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: TCLPM-01
Lab ID: 9278639001 Collected: 09/28/10 11:05
Received: 09128110 12:00 Matrix: Solid
Results repotted on a "dry�weight" basis
Parameters
Results Units Report Limit OF
Prepared Analyzed CAS No. Qual
6010 MET 1CP, TCLP
Analytical Method: EPA 6010 Preparation Method: EPA 3010
Leachate Method/Date: EPA 1311; 10105110 17:40
Arsenic
ND mg/L 0.025 1
10/06/10 13:35 10/07/10 13:33 7440-38-2
Barium
1.6 mg/L 0.025 1
10/06/10 13:35 10107/10 13:33 7440-39-3
Cadmium
ND mg/L 0.0090 1
10/06/10 13:35 .10107/10 13:33 7440-43-9
Chromium
ND mg/L 0.025 1
10/06/10 13:35 10/07110 13:33 7440-47-3
Lead
ND mg/L 0.025 1
10106/10 13:35 10/07/10 13:33 7439-92-1
Selenium
ND mg/L 0.050 1
10/06/10 13:35 10/07110 13:33 7782-49-2
Silver
ND mg/L 0.025 1
10/06/10 13:35 10/07/10 13:33 7440-22-4
7470 Mercury, TCLP
Analytical Method: EPA 7470 Preparation Method: EPA 7470
Leachate Method/Date: EPA 1311; 10/05/10 17:40
Mercury NO ug/L 0.20 1 10106/10 15:15 10/08/10 12:01 7439-97-6
Date: 10/08/2010 04:16 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without1he written consent of Pace Analytical Services, Inc..
Page 3 of 7

acleAnaljtical
wwwpacelab&com
Project: TEC PILOT TEST 09/28
Pace Project No.: 9278539
QC Batch: MPRP17186
QC Batch Method: EPA 3010
Associated Lab Samples: 9278539001
METHOD.BLANK: 507882
Associated Lab Samples: 9278539001
Parameter
Arsenic
Barium
Cadmium
Chromium
Lead
Selenium
Silver
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
Units
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Analysis Method:
Analysis Description:
Matrix: Water
EPA6010
6010 MET TCLP
Blank
Result
Reporting
Limit
-
Analyzed Qualifiers
ND
0.025
10/07/10 12:06
ND
0.025
10/07/10 12:06
ND
0.0050
10/07/10 12:06
ND
0.025
10/07/10 12:06
ND
0.025
10/07/10 12:06
ND
0.050
10/07/10 12:06
ND
0.025
10/07/10 12:06
Pace Analytical Services, Inc.
980OKinceyAve. Suite100
H untersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE:
607883
Spike
LCS
LCS
.%Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
Arsenic
mg/L
2.5
2.7
109
80-120
Barium
mg/L
2.5
2.4
96
80-120
Cadmium
mg/L
2.5
2.5
102
80-120
Chromium
mg/L
2.5
2.5
102
80-120
-Lead -
mg/L
2.5- -
-2.4-
-- 96-
-80120 -
Selenium
mg/L
2.5
2.9
114
80-120
Silver
mg/L
1.2
1.2
96
80-120
MATRIX SPIKE SAMPLE:
Parameter
507884
Units
9277836010
Result
Spike
Conc.
IVIS
Result
IVIS
% Rec
% Rec
Limits Qualifiers
Arsenic
mg/L
ND
2.5
2.3
91
75-125
Barium
mg1L
1.9
2.5
-3.4
63
75-125 MO
Cadmium
mg/L
ND
2.5
2.1
86
75-125
Chromium
mg/L
ND
2.5
2.1
85
75-125
Lead
mg/L
ND
2.5
2.0
81
75-125
Selenium
mg/L
ND
2.5
2.3
92
75-125
Silver
mg/L
ND
1.2
1.0
80
75-125
SAMPLE DUPLICATE: 507885
9277836012 Dup
Parameter
Units Result Result RPD Qualifiers
Arsenic
mg/L
ND ND
Barium
mg/L
ND .0062J
Cadmium
mg/L
ND ND
Chromium
mg/L
I
ND .0027J
Lead
mg/L
ND ND
Date: 10/08/2010 04:16 PM
REPORT OF LABORATORY ANALYSIS Page 4 of 7
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Acl"�

CeAnapical
WWWpacekb&OOM
Project: TEC PILOT TEST 09/28
Pace Project No.: 9278539
SAMPLEDUPLICATE: 507885
Parameter
Selenium
Silver
.--,,Date: 1010812010 04:16 PM
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
9277836012 Dup
Units Result Result
mg/L ND ND
mg/L ND ND
RPD Qualifiers
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 5 of 7

acmnaljftal
www.pacelabs.com
Project: TEC PILOT TEST 09/28
Pace Project No.: 9278539
QC Batch: MERP/3052
QC Batch Method: EPA 7470
Associated Lab Samples: 9278539001
METHOD BLANK: 507919
Associated Lab Samples: 9278539001
Parameter
Units
Mercury
ug/L
LABORATORY CONTROL SAMPLE:
507920
Parameter
Units
Mercury
ug/L
MATRIX SPIKE SAMPLE:
507921
Parameter
Units
Mercury
ug/L
MATRIX SPIKE SAMPLE:
507923
Parameter
Units
Mercury
ug/L
SAMPLE DUPLICATE: 507922
Parameter
Units
Mercury
ug/L
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, N6 28804
[phone]
QUALITY CONTROL DATA
Analysis Method: EPA 7470
Analysis Description: 7470 Mercury TCLP
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 0.20 10/08/10 11:11
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)87.5-9092
Spike LCS LCS % Rec
Conc. Result % Rec Limits Qualifiers
. 2.5 2.3 91 80-120
9277836010 Spike IVIS MS % Rec
Result Conc. Result % Rec Limits Qualifiers
ND 2.6 1.9 75 75-125
9278852001 Spike IVIS MS % Rec
Result Conc. Result % Rec Limits Qualifiers
ND 2.5 1.7 70 75-125 MO
9277836012 Dup
Result Result RPD Qualifiers
ND ND
SAMPLE DUPLICATE: 507924
9278854001 Dup
Parameter Units Result Result RPD
Mercury ug/L ND ND
Date: 10/08/2010 04:16 PM REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..
Qualifiers
Page 6 of 7

Pace Analytical Services, Inc. Pace Analytical Services, Ind.
ceAnalj4ical 2225 Riverside Dr. 98001<inceyA�e. Suite 100
www.pacelabs.com Asheville, NC 28804 Hu'ntersville, NC 28078
[phone] [phone]
QUALIFIERS
Project: TEC PILOT TEST 09/28
Pace Project No.: 9278539
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes in sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
S - Surrogate
1,2-Diphenyihydrazine (8270 listed analyte) decomposes to Azobenzene.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is NELAP accredited. Contact your Pace PM for the current list of accredited analytes. -
ANALYTE QUALIFIERS
Mo Matrix spike recovery and/or matrix spike duplicate recovery was outside laboratory control limits.
Date: 10/08/2010 04:16 PM REPORT OF LABORATORY ANALYSIS Page 7 of 7
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
, , ACCo�.
Ju

,l)!2neAnal i�
... �A q1,
CHAIN-OF-CUSTODYI/ Analytical Request Document
The Chain -of -Custody is a LEGAL DOCOMENT. All relevant fields must be completed accurately.
Section A Section B Section C
Page: Of
Required Client Informatilon, Required Project Information: Invoice Information:
Company: Report To: Attention: 1
139 -6561
14 rt, 5 (,-1 L 6LN-L 1 5 vi� is tL e L--,,, t:-,u
Address:
2-3,
Copy To:
'A tL
Company Name:
--11U11131
Alw two LLt" L
Address:
NPDES GROUND WATER DRINKJNGWATFR -
LIST RCRA OTHER -t," 5 13
all To: fh Purchasyrder
No.,
Pace Quote
44
Reference:
Faic Project
P Lf I
Name* L
Mp.,or!", U
�.s fto Lo c a tion
P
#ATE.�.
pRLq'
d Due DaterrAT:
/5rylect
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Sol
rf .
e:`1�*.;:'-:R
qu6S.tedAnal�siifiltai
Section D Matrix Codas
iR
—
Required Client Information M lX / CODE
0.
N
COLLECTED
1-pservarives
Drinking Water DW
2
0
11
z
LD
Water WT
Waste W ter WW
0
composviE
START
COMPOSITE
ENDIGRA13
Product P
Soll/Solid SL
0
L)
4)
SAMPLE ID oil OL
Wipe WP
Lu
z;
c:
.1
(A-Z, 0-9 Air AR
Lu
Im
Lu
z
0
Sample IDS MUST BE UNIQUE Tissue IS
0
C.)
Lu
z
Other OT
L<
Lu
LU
0
a)
JX
-J
0.
2
0
,
260
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DATE
TIME
DATE
TIME
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to
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Pace Project No./ Lab LD
TC-L fift-11
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6
7
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101
121
ADDITIONAL COMMENTS.
RPLINQUIS BY I AFFILIATION
T
-A CqE PIE BY4 �fk ,
i F
I
PIL AT;ON.;
TIME
SAMPLE CONDITIONS
d-e-<I—Acr Q 0 V
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ORIGINAL
0.
S—
PRINT Name of SAMPLER:
E
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DATE Signed
SIGNATURE of SAMPLER:
E
co
(MMIDDIYY):
Y-2
invoices not paid within 30 days. F-ALL- . Q-020rev.u� a UU7
�it Note: By signing this form you am accepting Pace's NET 30 day payment terms and agreeing to late charges of 1.5% per mc,

FiceAna46cal'
Client Name: Project #—"L'�
Where Received: El Huntersville ;14 rsheville 0 Eden
Courier: E] Fed Ex E] UPS E] uspSV�rClient El Commercial El Pace Other 00tional
Custody Seal on Cooler/Box Present: Elyes L2"n-o Seals intact: F1 yes 'no Proj. Due D ' ate:
Prdj. Name`
Packing Material: *.E] Bubble Wrap L�BIZSle Bag's' El None ElOther
Thermometer UseT��—VT4.-648-44 Type of lcq(s) Blue None eB-�-amples on ice, cooling process has begun
Temp Correction Factor: Add /4u—btra
Corrected Cooler Temp.: Lr C
Temp should be above freezing to 60C
Biological Tissue is Frozen: Yes No
Comments:
Dateand Initia"f Re. In expnining
contents -
Chain of Custody Present:
6Yes EIN.
ONIA
I
Chain of Custody Filled Out:
_PY—es DNo
ON/A
2.-
Chain of Custody Relinquished:
PYe—s E]No
ON/A
3.
Sampler Name & Signature on COC:
EIY-e, [IN.
DNIA
4.
Samples Arrived within Hold Time:
E!r5e. EIN,
ONIA
5.
Short Hold Time Analysis (<72hr):
[]Yes Pilo' DN/A
6.
Rush Turn Around Time Requested:
O?e—s []No
EIN/A
7. 7 0.- '4 to A 0
Sufficient Volume:
gWs DNo
ON/A
8. Z
Correct Containers Used:
-Pace Containers Used:
-s DNo
12"Fes ONo
ON/A
ONZA
9.
Containers Intact:
ples ONo
ON/A
10.
Filtered volume received for Dissolved tests
DYes DNo
PVA-
11.
Sample Labels match COC:
-Includes date/time/ID/Analysis Matrix:
s DNo
ON/A
12.
13,
Initial when completed
All containers needing preservation have been checked.
��es DNo ON/A
All containers needing preservation are found to be in
compliance with EPA recommendation. ZY-e-. ONo EIN/A
exceptions: VOA, coliform, TOC, O&G, WI-DRO (water) 11YeV6N.
Samples checked for clechlorination:
DYes ONo
EVIA
14.
Headspace in VOA Vials ( >6mm):
DYes DNo
9N/A
15.
Trip Blank Present:
Trip Blank Custody Seals Present
[Pace Trip Blank Lot # (if purchased): I
DYes DNo
DYes ONo
-
ZWA
PKA
I
16.
-
Client Notification/ Resolution:
Person . Contacted:-:,V Datefrime: Field Data Required? Y N
Comments/ Resolution:, f 'd 10�' "G'c-
Nax— 15 CL
SCURF Review: SRF Review: Date.,
LT22
Note: Whenever there is a discrepancy affecting North Caro * lina compliance samples, a copy of this form will be sent to the North Carolina DEHNR
Certification'Office ( Le out of hold, incorrect preservative, out of temp, incorrect containers)
F-ASV-CS-03-Rev.02

APPENDIX E
Groundwater Development and Sampling Logs

231 HAYWOOD STREET. ASHEVILL.. NC 28801
TEL.82a.281.3350 FAC.820.281.3351
.W-...T T-1
Well Development Log
FACII,ITYNAI�E: . TPIC. 1*
LOCATION: P-V1 ew
FIELD PERSONNEL:
DATE: �L -3,1� - (c)
ARRIVE TIME: 19,14-8
WEATHER: a4mca-7
-WELL NUMBER. MIN — 51— W
WELL DIAMETER: I of . I
TYPE OF CASING:
1�%�INT:
k LUSH MO STICK-UP
C zu�
WELL DEPTH IN FEET (WD): 50�0 START TIME:
WATER LEVEL IN FEET (wq: 3. Le 0
LENGTH OF WATER COLUMN: FEET
(WD) - (WL) � (LWC)
ONE CASING VOLUME GALLONS
(LWC) x (WCV)
THREE CASING VOLUMES:— GALLONS VVJ. =3q-:5
ACTUAL VOLUME DEVELOPED: GALLONS
WELL CASING VOLUMES (WCV)
2"=0.17Gal/Ft 3"=0.38Gal/Ft 4"=0.66Gal/Ft 6"=1.5Gal/Ft 8"=2.6Gal/Ft . 12"=5.8Gal/Ft
TIME
DEVELOPMENT
METHOD
ESTIMATED
FLOW RATE (gpm)
GALLONS
PURGED
pH
UNITS
SPECIFIC
COND.
(gs)
TEND
(C-)
DISSOLVED
OXYGEN
(mg/L)
OXIDATION
REDUCTION
POTENTIAL
(Inw-�
TURBIDITY
(NTU)
DEPTH TO
WATER
(feet TOC)
�5b 1
Z cowt
7'
LP .015
L4:2-
� 6 —,%
&
Los) - 0
1 J--.SL)
0
92,
S;, te- q
S,
I th.- S-6
2.&0
/2qA-7-
(fi OS .1
1 .00
it
qz
Sad
.91
1D. 1Q1
q
L(
R
'3?-
w.46
qvf?,
I elk .1
-jo.-
a
U.Lfa
i-�
NU-3
14.* 10
%:T2--
4S,l
A.20
PROTECTIVE CASING-._R&A PAD: OCK: VEGETATION: PtUW— ACCESS:
r"rme
F Eldl Signature:
Date:
Comments:
Notes: jiS=micro-Siemen
C' = degrees Celsius
mg/L = milligrams per liter
mv = millivolt
NTU = nephelometric turbidity units
P:\Templates\GW & Drilling Forms\Well Development Log.xls Page I of I

NO 0 1,11 WIN 0 MIAMI I
d_ 8;
231 HAYWOOD SVREET. ASHEVILLE. NC 2BB01
V EL.828.281.3350 FAC.828.281.3351
WWW.AL?­ONYC1HVI.aNMK"Y^L.CON
Well Develonment Lop &
FAciLrrYNANffi-. - 1EG
scuem I wT
P1 LDT
DATE: '11 150 1 IQ
LOCATION:
ARRIVE TIME:
FIELD PERSONNEL:
Yk TV-bM
C
WEATHER: S tin
WELLNUNMER: Mw-40-11irr
WELL DEPTH IN FEET (WD): START TE�E:
WELL DLA0,1ETER; Z"I.
WATER LEVEL IN FEET (WL):
TYPE OF CASING: PIL
LENGTH OF WATER COLUDAN: FEET
S OINT:
(WD) - (WL) � (LWC)
PFLUSHMO /STICK-UP
ONE CASING VOLUNE: GALLONS
S_
co S:
(LWC) x (WCV)
THREE CASING VOLUMES: A. -to GALLONS
64� =4
ACTUAL VOLUME DEVELOPED GALLONS
WELL C ' ASING VOLUMES (WCV)
2"=0.l7GaL1Ft
3"=0.38Gal/Ft
4"=0.66Gal/Ft 6".=1.5Gal/Ft
8"=2.6Gal/Ft l2"=5.8GaVFt
THv1E
DEVELOPMENT
ESTIMATED
GAI-LONS
PH
SPECIFIC
TENT
DISSOLVED
OXIDATION
TURBIDrFY
-DEPTH TO
NET,40D
FLOW RATE (gpm)
PURGED
UNTrS
COND.
(C-)
OXYGEN
REDUCTION
(NTU)
WATER
(gs)
(mg/L)
POTENTIAL
(feet TOC)
L2- 10
PUMP
ft M
I L)
Uq*
2 t
1870
IS 4-to
ZR,_�
I 1-,V%
V,, 5
—1
I<co M
I:;-- -
I �-wl
ae. IV
-6-
_V41 .
1 )40
Goo
U,
ZZ
cz
D6.0-79
jbq.2
%ot
221, go
A; -3D
I U 71—
S -7-4
1%-D
680-0
34,1 t,
21
tp. W
(F '4 4c
247.1)
4t). 10
-4-4
U- 43
5'7,b
56.0
40"20
PROTECTIVE
Ck:-VEGETATI ON: ACCESS:
Field Personnel Signature:
Date:
U
V ej
VU� +%I
,LV
Notes: pLS = micro-Siemen A
C'= degrees Celsius
n1g/L = milligrams per liter A
MV = millivolt
NTU = nephelometric turbidity units
q &A wcAA
v,<At
3.e
P.\Templates\GW & Drilling Forms\Well Development Log.xls Page I of 1

CC*((
IOA4%-
H
231 HAYWOOD STREET. A.HEVMLE. NC 26801
TEL.828.281.335 0 FA..828,281.3351
WP.11'nPvP1nim..1.+ T --
FACILITY NAME: —rF c-
DATE: ;;f V?
So It
LOCATION: Mw — LH— wr--
-
ARRIVE TIME: Into
FIELD PERSONNEL: VtrmA.# m:a
-M4w-Mw",3t
MEATHER: !NV) r)
I
(
WELLNUMBER: MAP—
�
WELL DEPTH IN FEET (WD): START TUE: 16Se
WELL DIAMETER-
TYPE OF CASING:
WATER LEVEL IN FEET c-
LENGTH OF WATER COLUMN FEET
MEASURING POINT:
(WD) - (WL) = (LWC)
ICUSH =MO STICK-UP
ONE CASING VOLUME:
GALLONS
COMMENTS:
(LWC) x (WCV)
THREE CASINO VOLUMES:. GALLONS
5%clul"A Vz
ACTUAL voLumE DEvELoPED.-4.S
GALL . oNs
WELL CASING VOLLTNES (wCV)
2"=0.17Gal/Ft 3"=0.38Gal/Ft
4"=0.66Gal/Ft
6"=1.5GalfFt 8"=2.6Ga1/Ft 12"=5.8Gal/Ft
TIME
DEVELOPMENT
METHOD
ESTIKATFD
FLOW RATE (gpm)
GALLONS
PURGED
pH
UNITS
SPECIFIC
COND.
TENT
(CO)
DISSOLVED
OXYGEN
OXIDATION
TURBIDITY
DEPTH TO
REDUCTION
NTU)
WATER
(PS)
�mg/L)
_POTENTIAL
(feet TOC)
105V
DIU"
a
DAw AA
11-011
j &(
.,U I
L 2A. 2—
5&4 -C
IS.--b
LQ f3tV
Ij -L
110.015
9.
13b - q-
3W.11
26
HUI
0c
I Le-7. A
ZC)
U-01
kl
kq-1
ZAS
IS4.
-50
10.61
SQ
((P.
L�, a Lf
1
43 :0:
to-, f) I
'EV5.
A5.).
7,5.7.(,*
_—
1 c---s
PROTECTIVE CASING: PAD: L 0 CK._,/VE GETATI ON: Vu
ACCBSS:
lField Personnel Signature:
Date:
C.---6-
UAO
A4 —1�
Notes: AS—micro-Siemen wo� OL V—
C' � degrees Celsius
mg/L = milligrams per liter �14 %V1-41'-
MV = millivolt
NTU � nephelometric turbidity units
M.
P:\Templates\GW & Drilling Forms\Well Development Log.xis Page I of 1

231 HAYWOOD STREET. ASH.1111E. C 28E)01
TEL.82B.281.3350 FAC.828.281.3351
WWW.ALTAM0P1TMNVJR0NMENTAL.C.M
Equipment Documentation & Instrument Calibration Data Sheet
Equipment Documentation
EaUiDment or meters used tn t;ikp mpnciir�mn�f- 1. q -.f—
Equipment Type
Serial Number
Brand
Date of Use
150-ft Water Level
26154
Solinist
150-ft Water Level
22754
Solinist
0- Water L vel
150
Testwell
15.0-ft Drawdown
MP30-1527
QED
Other
Micro TPW Turbidity Meter
ers, survey equipment, etc.):
Calibration
Standards Exp Date
Instrument
Serial #
Instrument Reading
0.02 NTU
10.0 NTU
1000 NTU
och �10(1
QQQ6et&n.
07-1 051
&V
Initial:
o. o3
Initial:
Initial:
003
Cal: 6 .07'
Cal: I q5—
-
Cal:
1.
5
TIMEk,
YSI 556 Mult!Darameter Meter
Instrument Serial Number
07D100979
Instrument Readings
Calibration
Expiration Date
Dissolved Oxygen
Initial: 9'at Cal:
mr0g:
T me,
fma. �
NA
QC*
AM Time: Meas:
-
Mid Day Timd:
Check: PM Time:
Check:.
NA
pH 7 S.U. report to
0.1 5.U.
Initial:
It .
Cal. -7 M
Time:
pH 4 S.U. report to
Initial: L[LUf
Cal:
Time:
0.1 5.U.
pH 10 S.U. report to
0.1 5.U.
'JA
Initial:
Cal:
QC* pH 7 S.U. report
M Time:844TIMeas:
Ig)l
1MId Day Time:
Check:
PM Time:.
Check:
to 0.15. U...
Spec.Cond Initial- Ca:
Time:
447184123 rn�** "'Le
QC* 84 mS AM Time Meas:
Mid Day Time:
Check:
PM Time:
�C h �ec k:
L--ORP 200 /�'V Cal:
nature:
Note
1. Electronic 1p e/h'tc/arbkrate/d according to tftt4nanufacturer's operation manual.
NIP
2. Specific Cond�uci,�ity should be calibrated according to values representative of historic range.
3. Order of Calibration is as follows : Specific Conductivity, pH 7, pH 4, pH 3.0, OkP, QC checks.
4. QC Acceptable Ranges: pH +/- 0.1 S.U. and Specific Conductivity 10% of the true value. If readings are out of these ranges, meter
needs to be r6calibrated.
5. * Indicates that a QC check must be performed in the morning, afternoon, and the end of the day, or every four hours.
6. ** Indicates to choose a Specific Conductivity buffer of 447, U04, or 23 mS which is closest to historical readings from the project locatic
P:VI`ernpIates\GW-DrIII Ing Forms\Calibration Data Sheet YSI 556-Rev I
Page I of 1

231 HAYWOOD STREET, AsHEVILLE. NC 28801
TEL.82B.281.3350 FAC.828.281.3351
WWW.�L.'r�t4QNTFNVKROr4MEr4TAL..=�M
Low -Flow Sampling Data Sheet
Project Name: Well M. -M'VV - 3 1 VU'T-
Project Number:' Screen Interval: bgs
Personnel: Depth to Water: -toe
Stickup:
Date: 61),110 Depth of Pump Intake:' L�L) toe
Drawdown Set: toe
Arrive at Well: J
. 11 A
Start Time: -11 E53
Sample Time:
Finish Sample Time:
Leave Well:
Time
DTW
(feet)
Temp
(0c)
Conductivity
(PS)
DO
(mg/L).
pH
(S.U.)
ORP
(MV)
Turbidity
NTU
Le
I 12'A
53
I a - 0 k
5,11
1 LQ- 5
041.4
t1sl
S 1 4
Is
ALP
lo.9-0
5.5 3
V1q, 3
4 41 . 2�
12`2-
E-95
msl
q qq
2-, t
3to. -1
0
B
Z,
C)
I
L-)
18,
2)5
2-Mle
O�IL+
slio
V-7,
`3, 2, 3
ta kT
[ 0-3
_35
- 35
3,2-k
S't'o
zaeq­
22-u
-3,%
.5 �oi 0
1 B. &E-
2.q
1Z
V 90.
ST"ILTZAT[ON
3 successive readings, 3 minutes apart:
within +/- 10% DO and Wbidity; +1-3%Conductivity; +1-0.1pHunit, +A10;nVfoF0RP
from EPA - Low -Flow Winimal Drawdown) Groundwater Sampling Procedures, April 1996
Time between discharge cycles during sample collection: 40 SCC-
Comments:
"Mple
Sampling Technician Name:
Sianature:
29
P:\Templates\GW & Drilling Forms\Low Flq)#'�Opling Form—Rev-l.xls

Project Name: -W(,
Project Number:
Personnel:
Date:
231 HAYWOOD STREET, AsHEVILLE. NC 2B801
TEL.[phone] FAC.B28.2BI.3351
WWW.AL.YAblaNYF-MVllRCr4MENYA�.=QM
Low -Flow SampUng Data Sheet
WellID: WIJ4- 011;-rl—
Screen Interval: 5t-:31 bgs
Depth to Water: toe
Stickup:.
Depth of Pump Intake: toe
YlvavuAnwirn Qdh*e trv-
Arrive at Well: i 0-5R5
Start Time:
Sample Time:
Finish Sample Time:
Leave Well:
Time
DTW
(fe et
Temp
KY.,
Conductivity
(AS)
DO
(mg/L) I
PH
(S.U.)
ORP
(mv)
Turbidity
NTU
�2(9' OT
JS2, k4l
-7'5� 07-
3
5 (D
5, (0
4 5
4, 13
91 5-S
�51 -3
194.0
43, 81
_4 I 1
19-00
5 '2-
TO. 0
3,3, co L
3 F)
1(g 82
.210.5
C23 1 qv�?
STABILIZATION
3 successive readings, 3 minutes apart:
within +/- 10% DO and turbidity; +1-3%Co.—.ducdv.-ty; +1-0JpHUnit;- +A10M.Vf0.rO-JLP
from EPA - Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996
time between discharge cycles during sample collection:
Comments:
ple name: JAN 0 If V1,
Sampling Technician Name: Ainv fmdMA(7Ui14
Signature:
P:\Templates\GW & Drilling Forms\Low Flow Sampling Forrn—Rev-1.xls

Project Name: "Tcc'
Project Number:
Personnel:
Date:
ALTAmONT ENVIRONMENTAL, INC.
A
231 HAYWOOD STREET, AsHEVILLE. NC 2BB01
TEL.B28.281.3350 FAC.B28.2B1.3351
WWW.AL.IrAMOMTEr4vlkor4mwmyAL..=�m
Low -Flow Sampling Data Sheet
I I
Well ID: IAYq -4
Screen Interval: iAll - 2_cJ . bgs
Arrive at Well:
Start Time: 0
Dep�h to Water: Sample Time: L?3Le
Stickup: Finish Sample Timet
Depth of Pump Intake: 31-0 toc Leave Well: 1063
1prawdo n Set: -LOC
Time
DTW
(feet)
Temp
(oC)
Conductivity
.(9S)
DO
(1ng/L)
pR
(S.U.)
ORP
(m:V)
N�
Turbidity
NTU
160'9
io 19
33S
8,(9 1
10M
1000
0 Z3
1.1 - s (e
1CRO.s
L)= _0
3�35
13-15
q 3
WA
-7, �).Zq
3,3-5
13?71
4�%
600, C>
11.
3,35
Q. 0y__
2_09 � 3
5:50, 0
10,33
3, 35
2_0 13
9 V101
STABMMA'HON
3 successive readings, 3 minutes apart:
within +/- 10% DO and tuFbidity, +1-3%Conductivity, +I-O.IpHunit; +A10MVforOR_P
from EPA - Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996
Time between discharge cycles during sample collection: I CP, 3 UP t!!�
Comments:
",&Inple
Sampling Technician Name:
Signature:
PATemplates\GW & Drilling FormsTb�Flow Sampling Form—Rev-l.xls

231 HAYWOOD STREET, ASHEVILLE. NC 26801
TEL.B2B.281.3350 FAC.B2B.261.3351
WWW.AL.'rAMQHTF-NVlnOMr4�r4VAg--C--M
Low -Flow Sampling Data Sheet
Project Name: J 5C, eJLqr-z?—r,7<T— Well 11D: E'N-10
Project Number: 2201 B I Screen I nterval: bgs
Personnel: i--, VWe 0 U4 Depth to Water: toc
A-M �La ifA6-7— Stickup:
Date: '109 Depth of Pump Intake: toc
Drawddwn Set: toc
Arrive at Well: -15 1,
Start Time:
Sample Time:
Finish Sample Time:
Leave Well:
Time
DTW
(feet)
Temp
(oC)
Conductivity
(AS)
DO
(mg/L)
PH
(S.U.)
ORP
(MV)
Turbidity
NTU
�'s 0
60
-3611
2 1.
STABILIZA110N
3 successive readings, 3 minutes apart:
within +/- 10% DO and turbidity, +1-3%Conductivay, +I-0.1pHun1t; +1-10i-VforOR-P
from EPA - Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996
Time between discharge cycles during sample collection:
Comments:
wYa \Iyulw
.��mple
Sampling Technician Name:
Signature:
P:\Ternplates\GW & Drilling Forms\Lo-,v Flow'-Srmpling Form—Rev-l.x19

Project Name:
Project Number: 1161
Personnel:
Date:
W MET 'Now
VA Eel L
231 HAYWOOD STREET, ASHEVILLE, NC 26801
TEL.[phone] FAC.82B.281.3351
WWW.A9-rAr4Or4TMKV1 RON NMNTA&.COb1
Low -Flow Sampling Data Sheet
Well ID: Rw —0 -
Screen Interval: bgs
Depth to Water: toe
Stickup:
epth of Pump Intake: toe
Drawdown Set: toe
Arrive at Well:
Start Time:
Sample Time: i2�50
Finish Sample Time:
Leave Well:
Time DTW Temp Conductivity DO pH ORP Turbidity
(fept) (00 —=--Lmg/L) (S.U.) (mv) NTU
st —
STABILIZA110N
3 successive readings, 3 minutes apart:
'Within +/- 10% DO and turbidity, +43%Conduclivity; +A0.1pHanit; +I-10MVforORP
from EPA - Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996.-
Time between discharge cycles during sample collection:
Comments:
—1ple name:
Sampling Technician Name:
P:\ Templates\GW & Drilling Forms\Low Flow Sampling Form —Rev- I.xls

RAN I IT-1211 M111 a
231 HAYWOOD STREET, ASHEVILLE, NC 28801
TEL.e28.281.3350 FAC.B2B.28t.3351
WWW.ALTAMONTENVIROMMIENTAIL.COM
Equip . ment Documentation & Instrument Calibration Data Sheet
Calibration Documentation
Name: Person Conducting Calibration:
Number: Date of Calibration:
Location: Td%V%A-CW Date of Field Measurpmk-nf-z-
Equipment Documentation
FnijinmPnt nr
111Equipment Type
Serial Number
Brand
VV-11 I VC1 IIIrL
Ivc, 111v
150-ft Water Level
26154
Solinist
150-ft Water Level
22754
Solinist
150-ft Water Level
150
Testwell
150-ft Drawdown
M P30-1527
QED
.10ther
Micro
Calibration I instrument
Standards Exp Date I Serial #
200601045
YSI 914i Miltinnrnmai-ar Unfmr
ars, survey equipment, etc.):
Instrument Reading
10.0 NTU 1 1000 NTU
��itial., linitial:--t-
L.dl: Ott,, I ua,: ?
q:7 JCal:
I ime: ITime: C&,:;i
_,_ �Time:
Instrument Serial Number
07DIO0979
Instrument Readings
Calibration
Expiration Date
Dissolved oxygen
Initial:
Cal:
mmHg:
im
Time:,gP,,
NA
QC*
AM Time:
Meas:
Mid Day Time:
LCheck:
T-
-PM Time—
Check:
NA
—report
p H 7 SU to
0.1 S.U.
—Ir�ltial-
Cal:
Time:
z 3, 7a
PH 4 S.U. report to
0. 1 S. U.
Initial:
Cal:
—
Time: ago
7
PH 10 S.U. report to
0.
initial:
Cal:
Time:
0%4
1 S. U.
QC* PH 7 S.U. report
0.1 S.U.
Meas:
Time:
Check:
PM Time:
Check:
Spec.Cond.
447184/23 mS**
Initial:
Cal:
Time:
QC* 84 mS
�V—
Meas:
Mid Day Time: -'dh—eck-.RM
-rime—
Check
ORP 200 mV
Initial:
Ca ITime:
I. Electronic equipment calibrated according to the manufacturer's operation manual.
2. Specific Conductivity should be calibrated according to values representative of historic range,
3. Order of Calibration is as follows : Specific Conductivity, PH 7, PH 4, PH 10, ORP, QC checks.
4. QC Acceptable Ranges: PH +/- 0.1 S.U. and Specific Conductivity 10% of the true value. If readings are out of these ranges, meter
needs to be recalibrated.
5. * Indicates that a QC check must be performed in the morning, afternoon, and the end of the day, or every four hours.
6. ** Indicates to choose a Specific Conductivity buffer of 447, 84, or 23 mS which is closest to historical readincis from the project locatic
P:\Templates\GW-Dril ling Forms\Calibration Data Sheet YSI 556-Rev 1.xIs
Page I of I

n., k 1 01 M a 0 oil, Ill
�E 4. E �G
231 HAYWOOD STREET, ASHEVILLrz, NC 28801
TEL.BP-8.281.3350 FAC.828.281.3351
WWW.AL.TAI-IONTENVIRONf4ENTAL.COM
Low -Flow Samplinq Loci
PROJECT NAME: TEC-Fairview
PROJECT NUMBER: 2281.54
LOCATION: Fairview, NC
DATE: citgn
h3a to
SAMPLING PERSONNEL: E.Yurkovich
WEATHER- 'a--6e,
zw'
Well ID: . q (j, — -
Screen Interval: bgs
Depth b
Stickup: C3,0
Depth of Pump Intake: qo —toc
Drawdown Set: 5'a, toc
COMMENTS: Wee !a" V-12W 4"i'l Q2?Ag%k'
Arrive at Well: -
Start Time:
Sample Time:
Finish Sample Time:_
Leave Well:
100-
till
jjq3
Time
DTW
(feet)
Temp
(oQ
Specific Cond.
(VS)
DO
(mg/L)
pH
(S.U.)
f eoof t to
0. 1 S. U.
ORP
(mv)
Turbidity
(NTU)
F. io cf— I
Aqq
W-1
ITO
—123-4
577:
n..Io
x, --K3
4-o
V 12
1 .. .%D.
6C 0
')q�
6, �
�an
E010
H7 I i C1
-63�
6, q
D83
'7 6,5
3-
614Q
P95-
0600
6, 10
7S7
401 C'n
S�qn
.9�n
Time between recharge during sample collection:
P- C I
ISampling Personnel Signature:
Date:
NOTES: STABILIZATION
3 successive readings, 3 minutes apart:
within +/- 105vo DO and turbidity, -PI-3floConductivIty, +1-0.1joHun1t. -i-1-10ml/forORP
from EPA - Low -Flow flVinimal Drawdown) Groundwater Sampling Procedures, April 199 6
bgs below ground surface
toc top of casing
'C = degrees Celsius S.U. = standard units
[LS = micro-Slemen per cubic centimeter ORP = oxidation reduction potential
DO dissolved oxygen mv, = millivolt
mg/L = milligrams per liter NTU = nephelometric turbidity units
Samples are arnaly7-ed immediately upon collection.
P:\Templates\GW & Drilling Forms\Low Flow Sampling Fdrm—Rev-2.xls . Page 3. of I

E 7 N'"I# I W� E K. _R 1: N G Y,
231 HAYWOOD STREET. AsHEVILLE, NC 28801
TEL.828.2SI.3350 FAC.828.281.335-1
WWW.ALTAr4CNTENVlRDr4MEr4TAL.COM
1. . . Low -Flow Sampling Log
PROJECT NAME- TEC-Fairview
-PROJECT NUMBER: 2281.54
LOCATION: F81rview, NC
SAMPLING PERSONNEL: E.Yurkovich
WEATHER: almAj�,
Well ID: 401 1 q10 Lj _t
Screen Interval: — 571 bgs
Depth to Water: toc
Stickup:
Depth of Pump Intake: L41"D _t0c
brawdown Set: toc
COMMENTS: Well gN4&W
Arrive at Well:
Start Time: fq3
Sample Time: loq�
Finish Sample Time: 'iogj&
Leave Well: 12
Time
DTW
(feet)
Temp
K)
�pecific Cond.
(PS)
DO
(mg/L)
pH
(S.U.)
report to
0.1 S.U.
ORP
(MV)
Turbidity
(NTU)
6"5z.
3,92
11,64
e;oq
aeo
6. 3Z
.0.41
W-1.9-DL
GCI2
r;.52
CA
q,g
6.3 1.
94i?
i-4-73
"YOM)
9 1+Q
�5
17m;
Ga-
It
'55,30
'264T
Time between recharge during sample collection:
IN &—as
4!a) U?q
Sampling Personnel Signature:
Date:
NOTES: STABILIZATION
successive Teadings, 3 minutes apart:
+/ 0. 1 pH unit- -1-/- 10 m V for ORP
within +/- 10 Yo DO and turbidity, - 3% Conductivity, +/
from EPA - Low -Flow (MinlmalDrawdown) Groundwater Sampling Procedures, April 1996
bgs below ground surface
toc topof casing
'C = degrees Celsius S.U. = standard units
1.6 = micro-Slemen per cubic centimeter ORP = oxidation reduction potential
DO = dissolved oxygen mv = millivolt
mg/L = milligrams per liter NTU = nephelometric turbidity units
Samples are analyzed immediately upon collecLion.
P:\Templates\GW & Drilling Forms\Low Flow Sampling Form_Rev-2.xls Page I of I

WRI
E'k.R.IN,G _,H
231 HAYWOOD STREET, ASHEVILLE. NC 28801
TEL.[phone] FAC.828.281.3351
WWW.AL-.Ar4ONTV,NVlROP4MENTAL.COM
Low -Flow Sampling Log
PROJECT NAME: TEC-Fairview PROJECT NUMBER ' 2281-54
LOCATION: Fairview, NC DATE, q1-1-2 to
SAMPLING PERSONNEL- E.Yurkovich WEATHER:. tee, e "V')
Well ID: HwAi uT Arrive at Well:
Screen Interval: bgs Start Time:
Depth to Water: toc Sample Time:
Stickup: 060 Finish Sample Time: !qZ1 is -
Depth of Pump Intake: toc Leave Well: 4,0W
Drawdown Set: toc
COMMENTS: dc;8n
%)
Time
DTW
(feet)
Temp
(IC)
Specific Cond.
(PS)
DO
(mg/L)
pH
(S.U.)
repolt to
0.1 S.U.'—
ORP
(mv)
Turbidity
(NTU)
R. 219
19/6
pq. a I
'q
S � q, 11
OL
-6,51
17 1 19
A. -35
11-'a5
-5�, aZ
3ko
'9W4. 0
1 4-11
11-Ac?
sol -
-
4.a - 0
8�aq.-
L4
C4
%90
cosq-c�
i e between recharge during sample colle tion: C=� ze-c's, a
Sampling Personnel Signature: Date:
NOTES: STABILIZATION
3 successive readings' ' 3 minutes apart:
within +/- 10% Do and turbidity; +1-3% Conductivity; +I-0.1pHunit; V-20ml/forORP
from EPA - Low -Flow (idlinimalDrawdown) Groundwatersampling Procedures, April 1996
bgs below ground surface
toc top of casing
*C = degrees Celsius S.U. = standard units
I.tS = micro-Siemen per cubic centimeter ORP = oxidation reduction potential
DO = diss'olved oxygen mv = millivolt
mg/L = milligrams per liter NTU = nephelometric turbidity units
Samples are analyzed Ininiediately upon collection.
P:\Templates\GW & Drilling Forms\Low Flow Sampling Form—Rev-2.xis Page I of 1

N
E N � i:k E�1� Fi i,N q:
_y' d'y'..
1­11,1� 6h�'O,G'.E�
231 HAYWOOD STREET. AsHEVILLF. NC 28801
TEL.[phone]
FAC.828.281.3351
WWW.AL—.Af4CR7EF4VlROr4r4Ff4TAL.COM
Low -Flow Sampling Log
PROJECT NAME: TEC-Fairview
PROJECT NUMBER: 2281.54
LOCATION: Fairview, NC
DAT E:
SAMPLING PERSONNEL: E.Yurkovich
WEATHER:
CAftw, 5LAnw aaa
Well ID: Rw- ca
Screen Interval: to bgs
Depth to Water: C_q --toc
Stickup: Oro
Depth of Pump Intake: g�p —toc
Drawdown Set: toc
COMMENTS: Wed MX&atneg&
Arrive at Well:
Start Time:
Sample Time:
Finish Sample Time:
Leave Well:
ej�"R sm�A-N"
VaCT
11F4 I
143T
Time
DTW
(feet)
Temp
(10
Specific Cond.
(PS)
DO
(MCl/L)
pH
(S.U.)
report to
0.15. U.
ORP
(mv)
Turbidity
(NTU)
4'&Qi
oleo
ib_ G-S
1 711cff
co
droo
L
s-19a
_goo
5_07
at 92
Time between recharge during sample collection:
—
fla
49
ISampling Personnel Signature: V!77
Daie:
NOTES: STABILIZATION
3 successive readings, 3 minutes apart:
within -i-l- 10% DO and turb/dIt -3FIoConductivity; +1-0.1pHun1t,' +I-20mVtbrORP
. y; +/
from EPA - Low -Flow (MinimalDrawdown) Groundwater Sampling Procedures, April 1996
bgs below ground surface
toc top of casing
*C =degrees Celsius S.U. =standard units
ItS micro-Slemen per cubic centimeter ORP = oxidation reduction potential
DO dissolved oxygen mv.,-- millivolt
mg/L = milligrams per liter NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
P:\Templates\GW & Drilling Forms\Low Flow Sampling Form_Rev-2.xls Page 1 of I

-f:y
N E E� R I N �G;, j
231 HAYWOOD STREET. ASHEVILLE. NC 2BB01
TFL.828.281.3350 FAC.BP-8.281.3351
WWW.AL.TAMCt4TENVARCUMEf4TAL.Cor4
Low -Flow Sam6lina Loa
-PROJECT NAME: TEC-Fairview
PROJECT NUMBER: 2281.54
-LOCATION: Fairview, NC
DATE: CTW
6OR-1-
-SAMPLING PERSONNEL: E.YurkoVich
WEATI
Well ID:_ TQ%Vj_ 7 Arrive at Well:
Screen Interval: SO 4,,a --bgs Start Time:
Depth to Water: toc Sample Time:
Stickup: Finish Sample Time:
Depth of Pump Intake: _t0c Leave Well:
Drawdown Set: —toc
COMMENTS:
Time
DTW
(feet)
7 emp
K)
Specific Cond.
(11S)
DO
(mg/L)
pH
(S.U.)
report to
0.1 S.U.
ORP
(mv)
Turbidity
(NTU)
_[71 ta
L
L
&.qa
(03.
.90
-I
:76,
1%6. a
Q
::ar
--p
A.eol
mg
1A10
Time between recharge during sample collection:
Sampling Personnel Signature:
Date:
NOTES: STABILIZATION
3 successive readings, 3 minutes apart:
within +/- 10% DO and turbidity, -i-l- 3% Conductivit
y- 0 1 pH un t; 10 m V fo� ORp
from EPA - Low -Flow OyilnlmalDrawdown) Groundwatersampling Procedures, April :L996
bgs below ground surface
toc top. of casing
*C = degrees Celsius S.U. = standard units
i.tS = micro-Slemen per cubic centimeter
ORP = oxidation reduction potential
-DO = dissolved oxygen mv ='millivolt
mg/L = milligrams per liter NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
P:\Templates\GW & Drilling Forms\Low Flow Sampling Form—Rev-2.xls Page 1 of I

H 'Y
' G,9,& &�&Y
231 14AYWOOD STREET. ASHEVILLE, NC 28801
TEL.828.2el-3350 FAC.828.281.3351
WVdW.ALTA MONTENV I RON ME NTAL.GOM
Low -Flow Sampling Log
PROJECT NAME: TEC-Fairview
PROJECT NUMBER: 2281.54
LOCATION: Fairview, NC
DATE: JO &Igblo
SAMPLING PERSONNEL: E.Yurkovich
WEATHER:
Well ID: HjAf_ Sq "7r.
Screen Interval: bgs
Depth to Water: 0 toc
Stickup: CIO
Depth of Pump Intake: L40 toc
Drawdown Set: —toc
COMMENTS: VICA WdAJ-V_
Arrive at Well:
Start Time:
Sample Time:
Finish Sample Time:
Leave Well:
V�eA
Time
DTW
(feet)
Temp
Specific Cond.
(PS)
DO
,,(mg/L)
IOU
pH
(S.U.)
report to
0. 1.5. U.
ORP
(mV)
Turbidity
(NTU)
Ion
121(914
757
�51 1;iro I
-Pm 7
5_1
16-
19137
9901
_q 6r4,.
jgt, yo
Gro __ _
_ e),11
alqq
5.7 -
0 �'93
& "
q, 63
0,30
61qco
9 ac.)
5
711:57
Time between recharge during sample collection:
Per sonnel Signature:
Date:
NOTES: STABILIZATION
3 successive readings, 3 minutes apart:
within -1-/- 10% DO and turbldity,, +/- 3% Conductivity; -1-/- 0.1 pH un1t. +/- 10 mVfor ORP
from EPA - Low -Flow (Minimal Drawdowr)) Groundwater Sampling Procedures, April 1996
bgs below ground surface
toc top of casing
*C = degrees Celsius S.U. standard units
JLS = micro-Slemen per cubic centimeter ORP oxidation reduction potential
.DO = dissolved oxygen mv millivolt
mg/L = milligrams Per liter NTU nephelometric turbidity units
Samples are analyzed immediately upon collection.
---- CI-1-1 C­ D,,,-') -1� . P;;np 1 nf I

�E'JEI'R_ 1, N:-Gl
231 HAYWOOD STREET. ASHEVILLE. NC 2BB01
TEL.828.281.335() FAC.828.281.3351
WWW.ALTADIONTENVIROMMIENTAL.COM
Low -Flow Sampling Log
PROJECT NAME: TEC-Fairview
PROJECT NUMBER: 2281.54
LOCATION: Fairview, NC
DATE: 10 _(q G—hnio
SAMPLING PERSONNEL: E.Yurkovich
WEATHER: 61e-nAr. aO'
Well ID: MW-140 Arrive at Well: qS9
Screen -interval: 31 -f4 5-1 bgs Start Time: �qq
Depth to Water: 310�) . — toc Sample Time: /013
0 - Finish Sample Time:
Stickup: a 1011:
Depth of Pump Intake: toc Leave Well:
Drawdown Set: toc
COMMENTS: -(,rc kc.±Lrp %,&,ral 4urbq, w44, a ip�-A c&r
V
Time
DTW
(feet)
Temp
(1Q
Specific Cond.
(PS)
DO
(mg/L)
pH
(S.U.1
rep oft to
0. 1 S. U.
ORP
(mv)
Turbidity
(NTU)
7
13 � 3 9
1,2101
21
1709
61
e:71. —
__
7"Gia'
_�&A
cicu
e914
4111
5,
10C4
-15,
6.914
1 C309
gqq
Gla-560
17,
5@::�
q.
16
Time between recharge during sample collection:
Sampling Personnel Signature:
Date:
NOTES- S I TABILIZATION
3 successive readings, 3 minutes apart:
within +/- 10% DO and turbidity; +1-3Y.Conduct(v1ty,, +1-0.1joHun1t,' +I-10ml/forORP
from. EPA - Low -Flow (Minimal Drawdown) GroundwaterSampling Procedures, April 1996
bgs =.below ground surface
toc top of casing
*C degrees Celsius S.U. = standard units
J.LS micro-Siemen per cubic centimeter ORP = oxidation reduction potential
DO dissolved oxygen mv = millivolt
mg/L = milligrams per liter NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
P-1T=mnI=f-nc%r-,1A1 JZ, r1rillinn ;:nrmc%1 MAI Finifti rnmnlinrt F:nrm Rpv-?.Ylq Paoe I of.1

y"
231 HAYWOOD ISTREET, ASHEVILLE, NC 28801
TEL.[phone] FAC.1328.281.3351
WWW.ALTAMONTElMVlRCf4MMNTAL.CCY4
Low -Flow Sampling Log
PROJECT NAME: TEC-Fairview
PROJECT NUMBER: 2281.54
LOCATION: Fairview, NC
DATE: to
/0' /'901.0
SAMPLING PERSONNEL: E.Yurkovich WEATHER: ofoc"11 cfeo'r 400
Well ID: Arrive at Well:
Screen Interval: bgs Start Time:
Depth to Water: 19� toc Sample Time:
Stickup: Finish Sample Time:
Depth of Pump Intake: —toc Leave Well:
Drawdown Set: toc
COMMENTS- iA ZV611 lnf'A�r �6&
4-or. ck naont
Time
DTW
(feet)
Temp
VQ
Specific Cond.
(P§)
DO
(mb /Q
pH
(S.U.)
report t6
0. 151 U.
ORP
(mv)
Turbidity
(NTU)
7,
47G
'3,92
17'3+
3�
s.:jq
zs' I b
'?Q
%51 ozz
J9
_13AT-
_T_
711�
51 Iq
v4p.5
9065
lu
I
r'_74
, ig;
_X, U
'3(09-3
10L -
I
so
�17U
50& o
Ar.;
'�P(o -
13� 1 OL
Raq
-Zb4
--g-W04
a
(P
630, (P
Time between recharge during sample collection:
6?
Sampling Personnel Signature -
Date: rq/(3/k­'
NOTES: STABILIZATION
3 successive readings, 3 minutes apart:
within -,L/- 10% DO and turb/dIty; *1-3% Conductivity; +1-0.1pHun1t,' +I-10ml/forORP
from EPA - Low -Flow (MInimal Drawdown) Groundwater Sampling Procedures, April 199 6
bgs below ground surface
toc top of casing
'C = degrees Celsius S.U. = standard units
I.LS = micro-Slemen per cubic centimeter ORP = oxidation reduction potential
DO = dissolved oxygen mv = millivolt
mg/L = milligrams per liter NTU = nephelometric turbidity 6nIts
Samples are analyzed immediately upon collection.
- ­.— . _. . .1 ­1 1 _... '___ ­­ n ,I- . V.n. I �f I

231 HAYWOOD STREET. ASHEVILLE. NC 28801
TEL.82EI.2BI.3330 FAC.828.281.3351,
WWW-ALTAMONTENVIROMMENTAL.COM
I
Low -Flow Sampling Log
PROJECT NAME: TEC-Fairview
PROJECT NUMBER: 2281.54
LOCATION: Fairview, NC
DATE: id/4/9010
SAMPLING PERSONNEL: E.Yurkovich
WEATHER:
aealf
Well ID:_ Arrive at Well:
Screen Interval: bgs StartT!me:—
Depth to Water: Ze'W —toc Sample Time:
Stickup: 0,4D Finish Sample Time:
Depth of Pump Intake: toc Leave Well:
Drawdown Set: toc
COMMENTS:
Time
DTW
(feet)
Temp
(1Q
Specific Cond.
(PS)
DO
(mg/L)
pH
(S.U.)
report to
0.1 S.U.
ORO
(mv)
Turbidity
(NTU)
COM
16,Sq
-::T.(0'&
Ing
eVQ
_152.
X
610-q-
qqj
Ist cel-
11-2;6
eq
&104
7,;r)
(a co
r,5q5-
'o."'?:�-
9,1r)
6' up
57,03
qi 70
IWO
/0,&
11, __:P111
W89
Time between recharge during sample collection:
q 6- C-.) Gan —
Sampling Personnel Signature:
Date:
NOTES: STABILIZATION
3 successive readings, 3 minutes apart:
wlthia+1-1016DO�ndturbldity; +1-3016 Conductivity- +I-0.1pHun1t; -k1-10mVtbr0RP
from EPA - Low -Flow (MInimal Drawdown) Groundwater Sampling Procedures, April 1996
bgs below ground surface
toc top of casing
'C = degrees Celsius S.U. = standard units
I.LS = mIcr07Slemen per cubic centimeter ORP = oxidation reduction potential
DO = dissolved oxygen mv = millivolt
i-ng!L = milligrams per liter NTU = nephelametric turbidity units
Samples are analyzed immediately upon collection.
. -1 - . I' - - � ­ , ."- pnn. I nf I

231 HAYWOOD STREET. ASHEVILLE. NC 28801
TFL.8213.2el.SiSO 'FAC.828.281.3351
WWW.ALTAMONTIENVIRONMENTAL.COM
Low -Flow Sampling Log
PROJECT NAME: TEC-Fairview PROJECT NUM,PER: 2281.54
LOCATION: Fairview, NC DATE: iehblaxalo
SAMPLING PERSONNEL: E.Yurkovich WEATHER: 0,taW GC)o
Well ID: Arrive at Well:
Screen Interval: tO jl�—G bgs Start Time.
Depth to Water: 14-3Q toc Sample Time:
Stickdp: 0,0 Finish Sample Time:
Depth of Pump Intake: 40 toc Leave Well:
Drawdown Set: (02 toc
COMMENTS:
I &XQ
VS14
Time
DTW
(feet)
Temp
(IC)
Specific Cond.
(PS)
DO
(Mg/Q
p H
(S. U.)
repolt to
0.1 S. U.
ORP
(mv)
Turbidity
(NTU)
Psi.
A'Srx
1!5
61 1
4?39
f;3;
jp qq
a0l,
actT
IOL54
4ena
-7.&
460
31
1,50po
4, ua
.1, sf I
at)
14'?, (P'3
130�;
—qLQQL
1-11577
0
61-'O'e
((OT
T me between recharge during sample collectiom
-I- NI z 11
Ca SwN;
Sampling Personnel Signature:
Date: /0/4/6
NOTES: STABILIZATION
3 successive readings, 3 minutes apart:
w1th1n+1-10F*D0andturb1d1ty, -1�1-3% Conductivity; +1-0.1pHun1t' +1-10ml/forORP
from EPA - Low -Flow (Minimal Drawdown) Groundwater5ampling Procedures, April 1996
bgs below ground surface
toc top- of casing
'C = degrees Celsius S.U. = standard units
I.tS = micro-Siemen per cubic centimeter ORP = oxidation reduction potential
DO = dissolved oxygen mv = millivolt
mg./L = milligrams per liter NTU = nephelometric turbidity units
Samples are analyzed immediately upon collection.
I—- ­—, , -... U­ D­ -) -1, Pace I of I

WER a 1111.121IM31111111111111 N,31T1 I
231 HAYWOOD STREET. ASHEVILLt. NC 28801
TEL.[phone] FAC.828.281.3351
WWW.ALTAK0KTZXV1R0NMCNTAL.00f4
Equipment Documentation &'Instrument Calibration Data Sheet
Callbration Documentation
Person Conductina Calibrati
of Field Measurements:
Equiument Documentation
Equipment or meters used to take measurements (e q water level meters, survey equipment, etc.):
Equipment Type
Serial Number
Brand
Date of Use
150-ft Water Level
26154
Solinist
150-ft Water Level
22754
Solinist
- Water L vel
150
Testwell
150-ft Drawdown
MP30-1527
QED
Other I
Mirm TPW.Tiirhirfii-v Mpt-pr
Calibration
Standards Exp Date
Instrument
Serial #
Instrument Reading
0.02 NTU
10.0* NTU
1060 NTU
200601045
Initial:
Initial: 1,3.11
Initial: q34q
Cal:
Cal: 10,0
Cal: /0-ho
Time:
qq�
Time: -74R
Time: -;6-0
I
_XS4=_qeRMiiIfln;;ramt-tPr Mptpr U04im,
Instrument Serial Number
10TS0.5
Instrument Readings
Calibration
Expiration Date
Dissolved Oxygen
Initial:
Cal:
mmHg:
Time:
NA
QC*
AM Time:
Me.as:
Mid Day Time:
Check:
PM Time:
Chock:
NA
PH 7 S.U. report to
a.7 s. u.
Initial:
pHmV:
Cal: —70
pHmV:
Time:4.q4
p H 4 S. U. report to
0.1 S.U.
Initial:
pHmV:
Cal: q
to
pHmV:
Time: -,
. � q-T
PH 10 S.U. report to
0.1 5.U.
Initial:
pHmV:
Cal:
10-0
pHmV:
Time:
QC* PH 7 S.U. repottlAM
to Ol 5.U.
Time:
Meas:
Mid Day Time:
__V(-qz
Check:
PM Time:
Check:
Spec.Cond.
447/84/23 mS**
Initial:
Cal:
I
Time:
I
QC* 84 mS
AM Time:
Meas:
Mid DayTime:
Check:
PM Time:
Check:
ORP 200 mV
Initial: Cal: Time:
njores:
1. Electronic equipment calibrated according to the manufacturer's operation manual.
2. Specific Conductivity should be calibrated according to values representative of historic range.
3. Order of Calibration is as follows : Specific Conductivity, PH 7, PH 4, PH 10, ORP, QC checks.
4. QC Acceptable Ranges: PH +/- 0.1 S.U. and Specific Conductivity 10% of the true value. If readings are out of these ranges, meter
needs to be recalibrated.
5. * Indicates that a QC check must be performed in the morning, afternoon, and the end of the day, or every four hours.
6. ** Indicates to choose a Specific Conductivity buffer of 447, 84, or 23 mS which is closest to historical readings from -the project locatic
P:XTernp1ates\GW-Dri1I1ng Forms\Calibration Data Sheet YSI 556-Rev 2.xIs Page 1 of 1

231 HAYWOOD STREET. ASHEVILLE, NC 28801
TEL.[phone] FAC.828.281.3351
WWW.ALTAM0NTEMVIR0MMMNTAL.00M
. Low -Flow Sampling Log
PROIECT NAME: TEC-Fairview PROIECT NUMBEk: 2281.54
LOCATION. Fairview, NC
DATE, 1(11m
Iaew
SAMPLING PERSONNEL: E.Yurkovich
' Af
WEATHER: '-SLAIVX-1 Cie
Well ID: Nw- sci k rt
Screen Interval: sD � 40 "5Z bgs
Depth to Water: toc
Stickup:
Depth of Pump Intake: 40 toc
Drawdown Set: toc
COMMENTS:
Arrive at Well:
Start'Time:
Sample Time:
Finish Sample Time:
Leave Well:
ja,4q
NA
M4
Time
DTW
(feet)
Temp
(IC)
Specific Cond.
(PS)
DO!
(mg/L)
pH
(S.U.)
report to
011 S.U.
ORP
(mV)
Turbidity
(NTU)
q,qc,
q-Ts
40
0':. 1-
Ga�
i 5 q,-7
D5:5
N. a
105,10
161.2
rf a 3
31
q, 3,
6,65'
1_+F�
aool?'
U05
kwAb
1-7.0co
i3l
_v�,jqq
5,51
jyj�iy-
oqp.,--+
54S
5153
1,57 f3
Time between recharge d6ring sample collection:
s ampling Personnel Sig nature: U
Date:
NOTES: STABILIZATION
3 successive readings, 3 minutes apart:
within +/- 10% DO and turbidity,, +/- 3% Conductivity,- +/- 0.1 joH unit, +/- 10. MI/for ORP
from EPA - Low -Flow (MinimalDrawdown) GroundwaterSampling Procedures, April 1996
bgs below ground surface
toc top of casing.
'C = degrees Celsius S.U. = standard units
J.15 = micro-Slemen per cubic centimeter ORP = oxidation reduction potential
DO m dissolved ox�gen mv = millivolt
mg/L = mlillgrarns per liter NTU = nephelometric turbidity units
Samples -are analyzed immediately upon collection.
pnn� 1 n I

MEN 0 KIM MEN 0 No ITA I melogy I OL91 Vi' I mm
:E.'E:R I
231 HAYw6ot) STREET, ASHEVILLE. NC 28801
TEL.[phone] FAC.B28.281.3351
WWW.ALTAMONTENVAROHMENTAL.COM
Low -Flow Sampling Log
PROJECT NAME: TEC-Falrview
PROJECT NUMBER: 2281.54
LOCATION: Fairview, NC
DATE: #0 1 191";t0lo
SAMPLING PERSONNEL: E.Yurkovich
WEATHER:
Well ID: . UAW— 40
Screen Interval: 3L bgs
Depth to Water: toc
. Stickup:
Depth of Pump Intake: toc
Drawdown Set: toc
COMMENTS: ljeU
Arrive at Well:
Start Time:
SampleTime:
Finish Sample Time:
Leave Well:
Q q:�E
/Ogo
JoAt
Time
DTW
(feet)
Temp
(IC)
Specific Cond.
(ps)
DO
(mg/L)
pH
(S.U.)
rep oft to
0.1 S.U.
ORP
(mv)
Turbidity
(NTU0
Icso 1
3, qf
jq 07
ql
5.(.01
.90-45
4122
h=q
�Sdi
a. 1VT
R-4 4-15,
i -4-- 7 11J.
sk&'
'3' W
OV
CW-17
M G
Time between recharge during sample collection:
swAc'y
ISampling Personnel Signature:
Date: &/uq/un
NOTES- STABILIZATION
3 successive readings, 3 minutes apart:
w1th1n-+1- 10% Do and turbidity,, +1-3% Conductivity, V-0.1pHun1t; +1-10ml/forORP
from EPA - Low -Flow (MlnimalDrawdown) GroundwaterSampling Proceduresi April 1996
bgs below ground surface
toc top of casing
'C = degrees'Celsius S.U. = standard units
ILLS = micro-Slemen per cubic centimeter ORP = oxidation reduction potential
DO = dissolved oxygen mv millivolt
mg/L = milligrams per liter NTU nephelometric turbidity.units
Samples are analyzed immediately upon collection.
. I—- - —.1 1 _... ­-1:­; r___ 0_"') -1, Paap I of I

'H
1. N 113:�
�.D R P';G:E,
231 HAYWOOD STREET, ASHEVILLE, NC 28801
TEL.e2a.261.33SO FAC.E128.2131.3351-
WWW.ALTAMONTF-MV [RON M ENTAL.COM
Low -Flow Samriiiina Loa
PROJECT NA�E: TEC-Fairview
PROJECT NUMBER: 2281.54
LOCATION: Fairview, NC
DATE:
SAMPLING PERSONNEL: E.Yurkovich
WEATHER:
Well ID: Mw- qj W T
Screen Interval: Ll
Depth to Water: --siqa
Stickup:
Depth of Pump Intake:
Drawdown Set: -toc
COMMENTS:
Arrive at Wefl:
bgs StartTime:
toc Sample Time:
Finish Sample Time:
toc Leave Well:
Time
DTW
(feet)
Temp
VQ
Specific Cond.
(gs)
DO
(mg/L)
pH
(S.U.)
report to
011 S.U.
ORP
(mv)
Turbidity
(NTU)
i62
R5.
".7 G?
51
-6 1 57
5�71
5� R9
-1 .
4717,�5_
a,
156
4. 7:7
1!1'
As-
p3o
me between recharge during sample collection:
=
Sampling Personnel Signature:
9
Date: �0011qia
NOTES: STABILIZATION
B successive readings, 3 minutes apart:
within -/-/- 10165 DO and turbidity,- +/- 3yo Conductivity;. +/- 0,1 joH unit; +/- 10 ml/for ORP
from EPA - Low -Flow MnlmalDrawdown) Groundwater SamplIng Procedures, April 1996
bgs below ground surFace
toc top of casing
'C = degrees Celsius S.U. = standard units
ItS = micro-Siemen per cubic centimeter ORP = oxidation reduction potential
DO = dissolved oxygen mv millivolt
rng/L = milligrams per liter NTU nephelometric turbidity units
Samples are analyzed immediately upon collection.
r:­,%I �... r:I_j r_11,_ r:_

231 HAYWOor) S ' TREET. ASHEVILLE. NC 28BOl
T EL.828.261.3350 FAC.828.281.3351
WWW.ALTAr4ONTENVj RON M ENTAL.CO M
Low -Flow Samplinq Loq
PROJECT NAME: TEC-Fairview'
PROJECT NUMBER: 2281.54
LOCATION: Fairview, NC
DATE:
SAMPLING PERSONNEL: E.Yurkovich
WEATHER: '
(:�Jea-rStm
Uj,
Well ID:—
Screen Interval: RG bgs
Depth to Water: --toc
Stickup:
Depth of Pump Intake: czr% toc
Drawdown Set: toc
COMMENTS:
Arrive at Well:
Start Time:
Sample Time:
Finish Sample Time:
Leave Well:
—j 3
_ Ic
j P I
Time
DTW
(feet)
Temp
(IC)
Specific Cond.
Ws)
DO
(mg/L)
pH
(S.U.)
report to
0.1 S'U.
ORP
(mv)
Turbidity
(NTU)
1153713
119 -1:S 5
C91
(�2 erj
61
6,63
. , - -
cat.
2 gig.
-
Time between recharge during sample collection:—.
WA
Sampling Personnel Signature:
Date:
NOTES: STABILIZATION
3 successive readings, 3 minutes apart:
w1thIn 4-1- 105vo DO and turbldlty,- +/- 3961 Conductivity, +/- 0.1 PH unit; +/- 10 ml/for ORP
from EPA - Low -Flow (Min1malDrawdown) Groundwater Sampling Procedures, April 1996
bgs below ground surface
toc top of casing
'C = degrees Celsius S.U. = standard units
ILS = micro-Slemen per cub ic cen . timeter ORP = oxidatiofi reduction potential
DO = dissolved oxygen mv millivolt
mg/L.= milligrams per liter NTU nephelometric turbidity units
Samples are analyzed Immediately upon collection.
P:\Templates\GVI & Drilling Forms\Low Flow S . ampling Form Rev-2.xis Paoe I of 1

7��'_,-E:N Gil"N tf'k, i'-;
N
231 HAYWOOD STREET. ASH - EVILLE. NC 26801
TEL.82 8 .2al.3350 FAC-828.281.3351
W%VW-ALTAMONTENWI RON M ENTAL.COM
LOW -Flow Samnlinn I nq
PROJECT NAME: TEC-Fairview
PROJECT NUMBER: 2281.54
LOCATION: Fairview, NC
DATE: j0jll?fa§yo�� .
SAMPLING PERSONNEL: E.Yurkovich
WEATHER:'
&Zb
Well ID: 21" Arrive at Well:
.Screen Interval: bgs Start Time:
Depth to Water: toc Sample Time:
Stickup: Finish Sample Time:
De . pth of Pump Intake:_ toc Leave Well:
Drawdown Set: to C
CO'114MENTS- kL4�-
Time
q
lei 51
DTW
(feet)
55
Terfip
11c)
C01+9
Spechic Cond.
(PS)
DO
(mg/L)
'71(d5
pH
(S.U.)
report to
0. 1.5. U,
4 15LI
ORP
(mv)
Turbid ity
(NTU)
L4.7. Cr
3q[3-
G sq
Time between recharge during. sample colle(
Sampling Personnel Signature:
Date:
Nu I t:�): STABILIZATION
3 successive readings, 3 minutes apart:
within -h/- 10% DO and turblolly,- -I-/- 3yo Conductivity,, -h/- 0.1 joH unit;. */- 10 mVfor ORP
from EPA - Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996
bgs below ground surface
toc top of casing
'C = degrees Celsius S.U. = standard units
j.E5 = micro-Siemen per cubic centimeter ORP = oxidation reduction potential
DO = dissolve ' d oxygen mv millivolt
mg/L = milligrams per liter NTU nephelometric turbidity units
Samples are analyzed immediately upon collection.
P:\Templates%GW & Drilling Forms\Low Flow Sampling Form—Rev-2.xis Page 1 of I

APPENDIX IF
Laboratory Analytical Reports

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
a Analj(tical" 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
lcewmpaicefabs.com Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
August 18, 2010
Mr. Chris Gilbert
Altamont Environmental
231. Haywood Street
Asheville, NC 28801
RE: Project: TEC PILOT TEST 08/11
. Pace Project No.: 9275343
Dear Mr. Gilbert:
Enclosed are the analytical results for sample(s) received by the laboratory on August 11, 2010. The
results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
-Organic- testing was -performed -at-our-Pace-Huntersville labor.atory.-unless-o-therw-is-e-foQtnoted-.- All -
Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Lorri. Patton
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS Page I of 26
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..

I a ceAnal
. jdical
ww.paceelmcom
Cl
Project: TEC PILOT TEST 08/11
Pace Project No.: 9275343
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
CERTIFICATIONS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
South Carolina Certification *: 9900'6001
Louisiana/LELAP Certification *: 04034
South Carolina Drinking Water Cert. *: 99006003
New Jersey Certification#: NC01 2
Virginia Certification *: 00213
North Carolina Drinking Water Certification 37706
Connecticut Certification #: PH-01 04
North Carolina Field Services Certification 5342
FloridaINELAP Certification E87627
North Carolina Wastewater Certification #: 12
Kentucky UST Certification 84
Pennsylvania Certification M 68-00784
Louisiana DHH Drinking Water# LA 100031
Asheville Certification IDs
2225 Riverside Dr., Asheville, NC 28804
Connecticut Certification#: PH-01 06
Florida/NELAP Certification E87648
Massachusetts Certification M-NC030
New Jersey Certification *: NC01 I
North Carolina Bioassay Certification * 9
North Carolina Drinking Water Certification *: 37712
North Carolina Wastewater Certification #: 40
Pennsylvania Ceffification M 68-03578
South Carolina Bioassay Certification *: 99030002
South Carolina Certification * 99030001
Virginia Certification *: 00072
REPORT OF LABORATORY ANALYSIS Page 2 of 26
This report shall not be reproduced, except in full,
without the written. consent of Pace Analytical Services, Inc..

Paxj�ql
Project: TEC PILOT TEST 08/11
Pace Project No.: 9275343
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: RW-6
LabID: 9275343001 Collected: 08/11/10 12:55
Received: 08/11/10 14:40 Matrix: Water
Parameters
Results Units
Report Limit
DF
Prepared
Analyzed CAS No.
6010 MET ICP
Analytical Method: EPA 6010 Pre paration Method: EPA 3010
Arsenic
24.7 ug/L
5.0
1
08/13/10 11:50
08/16/10 17:17 7440-38-2
Cadmium
ND ug/L
1.0
1
08/13/10 11:50
08116/10 17:17 7440-43-9
Chromium
ND ug/L
5.0
1
08/13/10 11:50
08/16110 17:17 7440-47-3
Copper
ND ug/L
5.0
1
08/13110 11:50
08/16/10 17:17 7440-50-8
Lead
61.4 ug/L
5.0.
1
08/i3/10 11:50
08/16/10 17:17 7439-92-1
Zinc
37.8 ug/L
10.0
1
08/13/10 11:50
08116/10 17:17 7440-66-6
7470 Mercury
Analytical Method: EPA 7470 Preparation Method: EPA 7470
Mercury
ND ug/L
0.20
1
08/12/10 18:bo
08/14/10 12:17 7439-97-6
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND ug/L
Benzene
ND ug/L
Bromobenzene
ND ug/L
Bromochloromethane
ND ug/L
Bromodichloromethane
ND ug/L
'3romoform
ND ug/L
3romomethane
ND ug/L
2-Butanone (MEK)
ND ug/L
Carbon tetrachloride
ND ug/L
Chlorobenzene
ND ug/L
-Chlorroethane-
-ND -GO/L
Chloroform
ND ug/L
Chloromethane
NID ug/L
2-Chlorotoluene
ND ug/L
4-Chlorotoluene
NID ug/L
1,2-Dibromo-3-chloropropane.
ND ug/L
Dibromochloromethane
ND ug/L
1,2-Dibromoethane (EDB)
ND ug/L
Dibromomethane
ND ug/L
1,2-Dichlorobenzene
ND ug/L
1,3-Dichlorobenzene
ND ug/L
1,4-Dichlorobenzene
ND ug/L
Dichlorodifluoromethane
22.5 ug/L
1,1-Dichloroethane
2.2 ug/L
1,2-Dichloroethane
ND ug/L
1,1-Dichloroethene
2.6 ug/L
cis-1,2-Dichloroethene
10.9 ug[L
trans-1,2-Dichloroethene
ND ug/L
1,2-Dichloropropane
ND ug/L
1,3-Dichloropropane
ND ug/L
2,2-Dichloropropane
ND ug/L
1,1-Dichloropropene
NID ug/L
Cis-1,3-Dichloropropene
ND ug/L
trans-1,3-Dichloropropene
ND ug/L
Diisopropyl ether
ND ug/L
.0ate: 08/18/2010 12:42 PM
25.0
1
08/14/10 06:01
67-64-1
1.0
1
08/14/10 06:01
71-43-2
1.0
1
08114/10 06:01
108-86-1
1.0
1
08114/10 06:01
74-97-5
1.0
1
08114/10 06:01
75-27-4
1.0
1
08114/10 06:01
75-25-2
2.0
1
08/14/10 06:01
74-83-9
5.0
1
08/14/10 06:01
78-93-3
1.0
1
08/14/10 06:01
56-23-5
1.0
1
08/14/10 06:01
108-90-7
-1-.0--
1
08/14/10-06-01
75-00-3-
1.0
1
08/14/10 06:01
67-66-3
1.0
1
06/14/10 06:01
74-87-3
1.0
1
08114/10 06:01
95-49-8
1.0
1
08/14/10 06:01
106-43-4
5.0
1
08/14/10 06:01
96-12-8
1.0
1
08/14/10 06:01
124-48-1
1.0
1
08/14/10 06:01
106-93-4
1.0
1
08/14/10 06:01
74-95-3
1.0
1
08/14/10 06:01
95-50-1
1.0
1
08/14/10 06:01
541-73-1
1.0
1
08/14/10 06:01
106-46-7
1.0
1
08/14/10 06:01
75-71-8
1.0
1
08/14/10 06:01
75-34-3
1.0
1
08/14110 06:01
107-06-2
1.0
1
08/14110 06:01
75-35-4
1.0
1
�08/14/10 06:01
156-59-2
1.0
1
08/14/10 06:01
156-60-5
1.0
1
08/14/10 06:01
78-87-5
1.0
1
08/14/10 06:01
142-28-9
1.0
1
08/14/10 06:01
594-20-7
.1.0
1
.08/14/10 06:01
563-58-6
1.0
1
08/14/10 06:01
10061-01-5
1.0
1
08/14/10 06:01
10061-02-6
1.0
1
08/14/10 06:01
108-20-3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Qual
Page 3of26

I a ceAnalytical
wwwpac�lab&wn
Project: TEC PILOT TEST 08111
Pace.Project No.: 9275343
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pade Analytical Services, Inc.
9800KinceyAve. Sufte100
Huntersville, NC 28078
[phone]
Sample: RW-6 LablD: 9275343001 Collected: 08111/1012:55 Received: 08/11/1014:40 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. 'Qual
8260 MSV Low Level
Analytical Method: EPA 8260
Ethylbenzene
NO ug[L
Hexachloro-1,3-butadiene
ND ug/L
2-Hexanone
ND ug/L
p-Isopropyltoluene
ND ug/L
Methylene Chloride
ND ug/L
4-Methyl-2-pentanone, (MIBK)
ND ug/L
Methyl-tert-butyl ether
ND ug/L
Naphthalene
ND ug/L
Styrene
ND ug/L
1,1,1,2-Tetrachloroethane
ND ug/L
1,1,2,2-Tetrachloroethane
ND ug/L
Tetrachloroethene
44.7 ug/L
Toluene
ND ug/L
1,2,3-frichlorobenzene
ND ug/L
1,2,4-T(ichlorobenzene
ND ug/L
1,1,17Trichloroethane
6.3 ug/L
1,1,2-Trichloroethan.e
ND ug/L
Trichloroethene
�466 ug/L
Trichlorofluoromethane
ND ug/L
1,2,a-Trichloropropane
ND ug/L
Vinyl acetate
ND ug/L
-Vinyl chloride
-- --- -- ND-ug/L- - - -
m&p-Xylene
3.0 ug/L
p-Xylene
ND ug/L
4-Bromofluorobenzene (S)
97 %
Dibromofluoromet hane(S)
ill %
1,2-Dichloroethane-d4 (S)
107 %
Tbluene-d8 (S)
97 %
2320B Alkalinity Analytical Method: SM 2320B
Alkalinity, Total as CaCO3 45.2 mg/L
353.2 Nitrogen, N021NO3 unpres Analytical Method: EPA353.2
Nitrogen, Nitrate ND mg/L
4600 Chloride Analytical Method: SM 4500-CI-E
Chloride ND mg/L
ASTM D616-90 Sulfate Water Analytical Method: ASTM D516-90
Sulfate 17.8 mg/L ,
Date: 08/1812010 12:42 PM
1.0
1
08/14/10 06:01
100-41-4
1.0
1
08/14/10 06:01
87-68-3
5.0
1
08/14/10 06:01
591-78-6
1.0
1
08114/10 06:01
99-87-6
2.0
1
.08114110 06:01
75-09-2
5.0
1
08114110 06:01
108-10-1
1.0
1
08/14/10 06:01
1634-04-4
1.0
1
08/14/10 06:01
91-204
1.0
1
08/14/10 06:01
10042-5
1.0
1
08/14/10 06:01
630-20-6
1.0
1
08/14110 06:01
79-34-5
1.0
1
08/14/10 06:01
127-18-4
1.0
1
08/14110 06:01
108-88-3
1.0
1
08/14/10 06:01
87-61-6
1.0
1
08/14110 00:01
120-82-1
1.0
1
08/14/10 06:01
71-55-6
1.0
1
08/14/10 06:01
79-00-5
20.0
20
08/16/10 16:51
79-01-6
1.0
1
08/14/10 06:01
75-69-4
1.0
1
08/14/10 06:01
96-18-4
2.0
1
08/14/10 06:01
108-05-4
-1.0
-1-
08/14/10 06:01
-75=014-- -
2.0
1
08/14/10 06:01
179601m-23-1
1.0
1
08/14/10 06:01
95-47-6
70-130
1
08/14/10 06:01
460-�00-4
70-130
1
08/14/10 06:01
1868-53-7
70-130
1
08114/10 06:01
17060-07-0
70-130
1
08/14/10 06:01
2037-26-5
5.0
1
08/16/10 15:02
0.10
1
08111/10 23:32
5.0
1
08116/10 09:55
16887-00-6
5.0
1
08/17/10 15:46
14808-79-8
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 4 of 26

1�5a'ceAnalXicalo
ww-pawabs.-
Project: TEC PILOT TEST 08/11
Pace Project No.: , 9275343
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: RW-7 Lab ID: 9275343002 Collected: 08111/10 12:50 Received: 08/11/10 14:40 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP
Arsenic
Cadmium
Chromium
Copper
Lead
Zinc
7470 Mercury
Mercury
8260 MSV Low Level
Acetone
Benzene
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon tetrachloride
Chlorobenzene
ChCuraetharie
Chloroform
Chloromethane
2-Chlorotoluene
4-Chlorotoluene
1,2-Dibromo-3-chlorooropane,
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodifluoromethane
M-Dichloroethane
1,2-Dichloroethane
M-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
1,3-Dichloropropane
2,2-Dichloropropane
1,1-Dichloropropene
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Diisopropyl ether
�-- -,, Date: 08/18/2010 12:42 PM
Analytical Method: EPA 6010 Preparation Method: EPA 3010
N ' D ug/L
5.0
1
08/13/10 11:50
08/16110 17:20 7440-38-2
ND ug/L
1.0
1
08/13/10 11:50
08/16/10 17:20 7440-43-9
ND ug[L
5.0
1
08/13/10 11:50
08/16/10 17:20 7440-47-3
ND ug/L
6.0
1
08/13/10 11:50
08116/10 17:20 7440-50-8
ND ug/L
5.0
1
08/13110 11:50
08/16/10 17:20 7439-92-1
ND ug/L
10.0
1
08113/10 11:50
08/16/10 17:20 7440-66-6
Analytical Method: EPA 7470 Preparation
Method: EPA 7470
ND ug/L
0.20
1
08112/10 18:00
08/14/10 12:17 7439-97-6
Analytical Method: EPA 8260
ND ug/L
25.0
1
08114/10 06:26 67-64-1
ND ug/L
1.0
1
08/14/10 06:26 71-43-2
ND ug/L
1.0
1
08/14/10 06:26 108-86-1
ND ug/L
1.0
1
08/14110 06:26 74-97-5
ND ug/L
1.0
1
08114/10 06:26 75-27-4
ND ug/L
1.0
1
08/14/10 06:26 75-25-2
ND ug/L
2.0
1
08/14/10 06:26 74-83-9
ND ug/L
5.0
1
08114/10 06:26 78-93-3
6.1 ug/L
1.0
1
08/14/10 06:26 56-23-5
ND-ug/L
1.0
1
08/14/10 06:26 108-90-7
N D ug/L
1.0
1
-ag/14/1-0 06-26 -75-00-3
3.3 ug/L
1.0
1
08/14/10 06:26 67-66-3
ND ug/L
1.0
1
08114/10 06:26 74-87-3
ND ug/L
1.0
1
08/14/10 66:26 95-49-8
ND ug/L
1.0
1
08/14110 06:26 106-43-4
ND ug/L
5.0
1
08/14/10 06:26 96-12-8
ND ug/L
1.0
1
08/14/10 06:26 124-48-1
ND ug/L
1.0
1
08/14/10 06:26 106-93-4
ND ug/L
1.0
1
08/14/10 06:26 �4-95-3
ND ug/L
1.0
1
08/14/10 06:26 95-50-1
ND ug/L
1.0
1
08/14/10 06:26 541-73-1
ND ug/L
1.0
1
08/14/10 06:26 106-46-7
ND ug/L
1.0
1
08/14/10 06:26 75-71-8
ND ug/L
1.0
1
08/14/10 06:26 75-34-3
ND ug/L
1.0
1
08114/10 06:26 107-06-2
34.4 ug/L
1.0
1
08114/10 06:26 75-35-4
ND ug/L
1.0
1
08/14/10 06:26 156-59-2
ND ug/L
1.0
1
08/14/10 06:26 156-60-5
10.9 ug/L
1.0
1
08114/10 06:26 78-87-5
ND ug/L
1.0
1
08/14/10 06:26 142-28-9
ND ug/L
1.0
1
08/14/10 06:26 594-20-7
ND ug/L
1.0
1
08/14 ' 110 06:26 563-58-6
ND ug/L
1.0
1
08/14/10 06:26 10061-01-5
ND ug/L
1.0
1.
08/14/10 06:26 10061-02-6
ND ug/L
1.0
1
08/14/10 06:26 108-20-3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
ACIO,
Page 5 of 26

Pace Analytical Services, Inc.
2225 Riverside Dr.
ceAnalytical
:wwwpac . elabs.com Asheville, NC 28804
ac, [phone]
ANALYTICAL RESULTS
Project: TEC PILOT TEST 08/11
Pace Project No.: 9275343
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: RW-7
Parameters
LablID: 9275343002 Collected: 08/11/1012:50
Results Units Report Limit DF
Received: 08/11/1014:40 Matrix:Water
Prepared Analyzed CAS No. Qual
8260 MSV Low Level
Analytical Method: EPA 8260
Ethylbenzene
18.7 ug/L
1.0
1
08/14/10 06:26 100-41-4
Hexachloro-1,3-butadiene
ND ug/L
1.0
1
08/14/10 06:26 87-68-3
2-Hexanone
ND ug/L
5.0
1
08/14/10 06:26 691-78-6
p-Isopropyltoluene
ND ug/L-
1.0
1
08/14/10 06:26 99-87-6
Methylene Chloride
ND ug/L
2.0
1
08/14110 06:26 75-09-2
4-Methyl-2-pentanone (MIBK)
ND ug/L
.5.0
1
08/14/10 06:26 108-10-1
Methyl-tert-butyl ether
ND ug[L
1.0
1
08/14110 06:26 1634-04-4
Naphthalene
ND ug/L
1.0
1
08/14110 06:26 91-20-3
Styrene
ND ug/L
1.0
1
08/14/10 06:26 100-42-5
1,1,1,2-Tetrachloroethane
ND ug/L
1.0
1
08/14/10 06:26 630-20-6
1,1,2,2-Tetrachloroethane
ND ug/L
1.0
1
08/14/10 06:26 79-34-5
Tetrachloroethene
139 ug/L
1.0
1
08114/10 06:26 127-18-4
Toluene
145 ug/L
1.0
1
08/14110 06:26 108-88-3
1,2,3-Trichlorobenzene
ND ug/L
1.0
1
08/14/10 06:26 87-61-6
1,2,4-Trichlorobenzene
ND ug/L
1.0
1
08/14/10 06:26 120-82-1
1, 1,1 -Tdchloroethane
690 ug/L
200
200
08/16/10 15:29 71-55-6
1,1,2-Tr'ichloroethane
ND ug/L
1.0
1
08/14/10 06:26 79-00-5
Trichloroethene
6470 ug[L
200
200
08/16/10 15:29 79-01-6
Tnchlorofluoromethane
ND ug/L
1.0
1
08/14/10 06:26 75-69-4
1,2,3-Trichloropropane
ND ug/L
1.0
1
08/14/10 06:26 96-18-4
Vinyl acetate
ND ug/L
2.0
1
08/14110 06:26 108-05-4
Vinyl chloride
ND-ug/L
- --1.0-
.1
08114/-10-06:26- 75-01-4 -
m&p�Xylene
63.2 ug/L
2.0
1.
08/14/10 06:26 179601-23-1
o-Xylene
25.3 ug/L
1.0
1
08/14/10 06:26 95-47-6
4-Bromofluorobenzene (S)
99 %
70-130
1
08/14/10 06:26 460-00-4
Dibromofluoromethane (S)
94 %
70-130
1
08/14/10 06:26 1868-53-7
U-Dichloroethane-& (S)
98 %
70-130
1
08/14110 06:26 17060-07-0
Tbluene-d8 (S)
100 %
70-130
1
08/14/10 06:26 2037-26-5
2320B Alkalinity Analytical Method: SM 2320B
Alkalinity, Total as CaCO3 14.7 mg/L 5.0 1 08/16/10 15:02
353.2 Nitrogen, N021NO3 unpres Analytical Method: EPA353.2
Nitrogen, Nitrate 2.7 mg/L 0.10 1 08/11/10 23:31
4500 Chloride Analytical Method: SM 4500-CI-E
Chloride ND mg/L 5.0 1 08/16/10 09:55 16887-00-6
ASTM D516-90 Sulfate Water Analytical Method ASTM D516-90
Sulfate ND mg/L 5.0 1 08/17/10 15:46 14808-79-8
Date: 08/18/2010 12:42 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 6 of 26

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2225 Riverside Dr. 9800 KinceyAve. Suite 100
6ceAnalyficals Asheville, NC 28804 Huntersville, NC 28 . 078
www.pacdab&com
[phone] [phone]
ANALYTICAL RESULTS
Project: TEC PILOT TEST 08/11
Pace Project No.: 9275343
Sample: MW-39VVT
Parameters
Lab ID: 9276343003
Results Units
Collected: 08/11/1012:20
Report Limit DF
Received: 08/1111014:40 Matrix:Water
Prepared Analyzed CAS No. Qual.
6010 MET ICP
Analytical Method: EPA6010 Preparation Method: EPA3010
Arsenic
ND ug/L
5.0
1
08/13/10 11:50
08/16/10 17:24 7440-38-2
Cadmium
6.2 ug/L
1.0
1.
08/13/10 11:50
08/16/10 17:24 7440-43-9
Chromium
421 ug/L
5.0
1
08/13110 11:50
08/16/10 17:24 7440-47-3
Copper
228 ug/L
5.0
1
08/13/10 11:50
08/16/10 17:24 7440-50-8
Lead
382 ug/L
5.0
1
08/13/10 11:50
08/16/10 17:24 7439-92-1
Zinc
498 ug/L
10.0
1
08113110 11:50
08/16/10 17:24 7440-66-6
7470 Mercury Analytical Method: EPA 7470 Preparation Method: EPA 7470
Mercury
ND ug/L
0.20
1
08112/10 18:00 08/14110 12:17 7439-97-6
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND ug/L
25000
1000
08116/10 15:65 67-64-1
Benzene
ND ug/L
1000
1000
08/16/10 15:55 71-43-2
Bromobenzene
ND ug/L
1000
1000
08/16/10 15:55 108-86-1
Bromochloromethane
ND ug/L
1000
1000
08/16/10 15:65 74-97-5
Bromodichloromethane
ND ug/L
1000
1000
08/16/10 15:55 75-27-4
Bromoform
ND ug/L
1000
1000
08/16/10 15:55 75-25-2
Bromomethane
ND ug/L
2000
1000
08/16110 15:55 74-83-9
2-Butanone (MEK)
ND ug/L
5000
1000
08116/10 15:55 78-93-3
Carbon tetrachloride
ND ugtL
1000
1000
08/16110 15:55 56-23-5
Chlorobenzene
ND ug/L
1000
1000
08/16/10 15:55 108-90-7
Cfilo�oethia7ne
ND
-1000-
-1000-
-08/16/10 15:55 -75-�00-3
Chloroform
ND ugtL
1000
1000
08/16/10 15:55 67-66-3
Chloromethane
ND ug/L
1000
1000
08116110 15:55 74-87-3
2-Chlorotoluene
ND ug/L
1000
100b
08/16/10 15:55 95-49-8
4-Chlorotoluene
ND ug/L
1000
1000
08/16/10 15:55 106-43-4
1,2-Dibromo-3-chloropropane
ND ug/L
5000
1000
08/16/10 15:55 96-12-8
Dibromochloromethane
ND ug/L
1000
1000
08/16/10 15:55 124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1000
1000
08/16/10 15:55 106-93-4
Dibromomethane
ND ug/L
1000
1000
08/16/10 15:55 74-95-3
1,2-Dichlorobenzene
ND ug/L
1000
1000
08116110 15:55 95-50-1
1,3-Dichlorobenzene
ND ug/L
1000
1000
08/16/10 15:55 541-73-1
1,4-Dichlorobenzene
ND ug/L
1000
1000
08/16/10 15:55 106-46-7
Dichlorodifluoromethane
ND ug/L
1000
1000
08116/10 15:55 75-71-8
I,I-Dichloroethane
ND ug/L
1000
1000
08/16/10 15:55 .76-34--3
1,2-Dichloroethane
ND ug/L
1000
1000
08/16/10 15:55 107-06-2
M-Dichloroethene
ND ug/L
1000
1000
08/16110 15:55 75-35-4
cis-1,2-Dichloroethene
ND ug/L
1000
1000
08/16/10 15:65 156-59-2
trans-1,2-Dichloroethene
ND ug/L
1000
1000
08/16/10 15:55 156-60-5
1,2-Dichloropropane
ND ug/L
1000
1000
08/16/10 15:55 78-87-5
1,3-Dichloropropane
ND ug/L
1000
1000
08/16/10 15:55 142-28-9
2,2-Dichloropropane
ND ug/L
1000
1000
08/16/10 15:55 594-20-7
1,1-Dichloropropene
ND ug/L
1000
1000
08116/10 15:55 563-58-6
cis-1,3- ' Dichloropropene
ND ug/L
1000
1000
08/16/10 15:55 10061-01-5
trans-1,3-Dichloropropene
ND ug/L
100.0
1000
08/16/10 15:55 10061-02-6
Dlisopropyl ether
ND ug/L
1000
1000
08/16/10 15:55 108-20-3
Date: 08/18/2010 12:42 PM REPORT OF LABORATORY ANALYSIS Page 7 of 26
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

ceAnaljftal
www.pacwabs.com
Project: TEC PILOT TEST 08/11
Pace Project No.: 9275343
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-39WT Lab ID: 9275343003 Collected: 08111/10 12:20 Received: 08/11/10 14:40 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260 MSV Low Level
Ethylbenzene
Hexachloro-1,3-butadiene
2-Hexanone
p-Isopropyltoluene
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Methyl-tert-butyl ether
Naphthalene
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,1,1-Trichlorobthane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Tr'ichloropropane
Vinyl -acetate
Wnyl chl-pride
m&p-Xylene
o-Xylene
4-Bromofluorobenzene (S)
Dibromofluoromethan6 (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
2320B Alkalinity
Alkalinity, Total as CaCO3
353.2 Nitrogen, N021NO3 unpres
Nitrogen, Nitrate
4500 Chloride
Chloride
ASTM D616-90 Sulfate Water
Sulfate
Analytical Method: EPA 8260
NO ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
NO ug/L
1720 ug/L
2680 ug/L
ND ug/L
ND ug/L
11200 ug/L
ND ug/L
156000 ug/L
ND ug/L
ND ug/L
ND ug/L
-ND -ug/L
ND ug/L
ND ug/L
93 %
110 %
105 %
95 %
Analytical, Method: SM 2320B
17.9 mg/L
Analytical Method: EPA 353.2
0.46 mglL
Analytical Method: SM 4500-CI-E
N D mg/L
Analytical Method: ASTM D516-90
ND mg/L
1000 1000
1000 1000
5000 1000
1000 1000
2000 1000
5000 1000
1000 1000
1000 1000
1000 1000
1000 1000
1000 1000
1000 1000
1000 1000'
1000 1000
1000 1000
1000 1000
1000 1000
1000 1000
1000 1000
1000 1000
2000 1000
1000 -1000-
2000 1000
1.000 1000
70-130 1000
70-130 1000
70-130 1000
70-130 1000
5.0 1
0.10 1
5.0 1
5.0 1
08/16110 15:56
100-41-4
08/16110 15:55
87-68-3
08/16/10 15:56
.591-78-6
08/16/10 16:56
99-87-6
08/16/10 15:56
75-09-2
08/16/10 16:55
108-10-1
08/16/10 15:55
1634-04-4
08/16/10 15:55
91-20-3
08/16/10 16:55
100-42-5
08/16110 15:55
630-20-6
08/16110 15:55
79-34-6
08/16/1015:55
127-18-4
08116/10 15:55
108-88-3
08/16/10 15:55
87-61-6
08/16/10 15:55
120-82-1
08/16/10 15:55
71-55-6
08/16/10 15:55
79-00-5
08/16/10,15:55
79701-6
08/16/10 15:55
75-69-4
08/16/10 15:55
96-18-4
08/16/10 15:55
108-05-4
OW16/10-15:55
75-01-4
08/16/10 15:65
179601-23-1
08/16110 15:55
95-47-6
08/16/10 15;55
460-00-4
08/16/10 15:55
1868-53-7
08/16/10 15:55
17060-07-0
08/16110 15:55
2037-26-5
08/16/10 15:03
08111/10 23:30
08/16/10 09:55 16887-00-6
08117/10 15:46 14808-79-8
Date: 08/1812010 12:42 PM REPORT OF LABORATORY ANALYSIS Page 8 of 26
This report shall not be reproduced, except in full,
without the written consentof PaceAnalyflcal Services, Inc..

PaceAnalj4kal"
wwwpacelabscom
Project: TEC PILOT TEST 08/11
Pace Project No.: 9275343
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-40WT LabID: 9275343004 Collected: 08/11/10 11:24 Received: 08/11/10 14:40 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP - Analytical Method: EPA 6010 Preparation Method: EPA 3010
Arsenic
NID ug/L
5.0
1 08/13/10 11:50
08/16/10 17:28 7440-38-2
Cadmium
NID ug/L
1.0
1 08/13/10 11:50
08/16/10 17:28 7440-43-9
Chromium
69.4 ug/L
5.0
1 08113/10 11:50
08/16/110 17:28 1440-47-3
Copper
25.5 ug/L
5.0
1 08/13/10 11:50
08/16/10 17:28 7440-50-8
Lead
ND ug/L
5.0
1 .08/13110 11:50
08/16/10 17:28 7439-92-1
Zinc
41.0 ug/L
10.0
1 08/13/10 11:50
08/16/10 17:28 7440-66-6
7470 Mercury
Analytical Method: EPA 7470
Preparation Method: EPA7470
Mercury
ND ug/L
0.20
1 08/12/10 18:00
08/14/10 12:17 7439-97-6
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
NID ug/L
50.0
2
68/16/10 16:23 67-64-1
Benzene
ND ug/L
2.0
2
08/16/10 16:23 71-43-2
Bromobenzene
ND ug/L
2.0
2
08/16/10 16:23 108-86-1
Bromochloromethane
ND ug/L
2.0
2
08/16/10 16:23 74-97-5
Bromodichloromethane
NID ug/L
2.0
2
08/16110 16:23 76-27-4
Bromoform
NID ug/L
2.0
2
08/16/10 16:23 75-25-2
�Bromomethane
ND ug/L
4.0
2
08/16/10 16:23 74-83-9
2-Butanone (MEK)
ND ug/L
10.0
2
08/16/10 16:23 78-93-3
Carbon tetrachloride
NID ug/L
2.0
2
08/16/10 16:23 56-23-5
Chlorobenzene
ND ug/L
2.0
2
08116/10 16:23 108-90-7
Chloroe hane
ND ug/L
2.0
2
08/1-6/1016-23 16-00-3
Chloroform
.5.9 ug/L
2.0
2
08/16110 16:23 67-66-3
Chloromethane
ND ug/L
2.0
2
08/16/10 16:23 74-87-3
2-Chlorotoluene
NID ug/L
2.0
2
08/16110 16:23 95-49-8
4-Chlorotoluene
ND ug/L
2.0
2
08/16/10 16:23 106-43-4
1,2-Dibromo-3-chloropropane
ND ug/L
10.0
2
08/16/10 16:23 96-12-8
Dibromochloromethane
NID ug/L
2.0
2
08/16/10 16:23 124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
2.0
2
08/16/10 16:23 106-93-4
Dibromomethane
ND ug/L
2.0
2
08/16/10 16:23 74-95-3
1,2-Dichlorobenzene
ND ug/L
2.0
2
08/16/10 16:23 95-50-1
1,3-Dichlorobenzene
NID ug/L
2.0
2
08/16110 16:23 541-73-1
1,4-Dichlorobenzene
ND ug/L
2.0
2
08116/10 16:23 106-46-7
Dichlorodifluoromethane
ND ug/L
2.0
2
08116MO 16:23 75-71-8
1,1-Dichloroethane
ND ug/L
2.0
2
08/16/10 16:23 75-34-3
1,2-Dichloroethane
NID ug/L
2.0
2
08/16/10 16:23 107-06-2
1,1-Dichibroethene
ND ug/L
2.0
2
08/16/10 16:23 75-35-4
cis-1,2-Dichloroethene
ND ug/L
2.0
2
08116/10 16:23 156-59-2
trans-1,2-Dichloroethene
ND ug/L
2.0
2
08/16110 16:23 156-60-5
1,2-Dichloropropane
ND ug/L
2.0
2
08/16/1016:23 78-87-5
1,3-Dichloropropane
ND ug/L
2.0
2
08/16/10 16:23 142-28-9
2,2-Dichloropropane
NID ug/L
2.0
2
08116/10 16:23 594-20-7
11,1-Dichloropropene
ND ug/L
2.0
2
68/16/10 16:23 56�-58-6
cis-1,3-Dichloropropene
NID ug/L
2.0
2
08/16/10 16:23 10061-01-5
trans-1,3-Dichloropropene
ND ug/L
2.0
2
08/16/10 16:23 10061-02-6
Diisopropyl ether
NID ug/L-
2.0
2
08/16/10 16:23 108-20-3
___,!Date: 08118/2010 12:42 PM
REPORT OF LABORATORY ANALYSIS
This report shall
not be reproduced, except in full,
without the written consent
of Pace Analytical Services, Inc..
Ace."
Page 9 of 26

eAnalytical
wwwpacelabs com
ac,
Project: TEC PILOT TEST 08/11
Pace Project No.: 9275343
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-40WT LablD: 9275343004 Collected: 08/11/1011:24 Received: 08/11/1014:40 Matrix:Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260 MSV Low Level
Ethylbenzene
Hexachloro-1,3-butadiene
2-Hexanone
p-Isopropyltoluene
Me ' thylene Chloride
4-Methyl-2-pentanone (MIBK)
Methyl-tert-butyl ether
Naphthalene
Styrene
1,1,1,2-TetrachloroethEine
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Tr'ichlorobenzene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-T(tchloropropane
Vinyl acetate
Vinyl chloride
m&p-Xylene
o-Xylene
4-Bromofluorobenzene (S)
Dibromofluoromethane (S)
1,2-Dichloroethane7d4 (S)
Tbluene-d8 (S)
2320B Alkalinity
Alkalinity, Total as CaCO3
363.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate
4500 Chloride
Chloride
ASTM D51 6-90 Sulfate Water
Sulfate
Analytical Method: EPA 8260
ND. ug/L
2.0
2
08/16/10 16:23 100-41-4
ND ug/L
2.0
2
08/16110 16:23 87-68-3
ND ug/L
10.0
2
08/16/10 16:23 591-78-6
ND ug/L
2.0
2
08/16/10 16:23 99-87-6
ND ug/L
4.0
2
08/1 * 6110 16:23 75-09-2
ND ug/L
10.0
2
08/16/10 16:23 108-10-1
ND ug/L
2.0
2
08/16/10 16:23 1634-04-4
ND ug/L
2.0
2
08/16/10 16:23 91-20-3
ND ug/L
2.0
2
08/16/10 16:23 100-42-5
ND ug/L
2.0
2
08/16/10 16:23 630-20-6
ND ug/L
2.0
2
08/16/10 16:23 79-34-5
ND ug/L
2.0
2
08/16/10 16:23 127-18-4
ND ug/L
2.0
2
08/16/10 16:23 108-88-3
ND ug/L
2.0
2
08/16/10 16:23 87-61-6
ND ug[L
2.0
2
08/16/10 16:23 120-82-1
ND ug/L
2.0
2
08/16/10 16:23 71-55-6
ND ug/L
2.0
2
08/16/10 16:23 79-00-5
.11.1 ug/L
2.0
2
08/16/10 16:23 79-01-6
ND ug/L
2.0
2
08/16/10 16:23 76-69-4
ND ug/L
2.0
2
08/16110 16:23 96-18-4
ND ug/L
.4.0-
2
08116/10 16:23 108-05-4
ND -ug/L
2.0 -
2
08/16/10 -16:23 -75r01A, -
ND ug/L
4.0
2
08/16/10 16:23 179601-23-1
ND ug/L
2.0
2
08/16/10 16:23 95-47-6
95 %
70-130
2
08/16/10 16:23 .460-00-4
112 %
70-130
2
08/16/10 16:23 1868-53-7
105 %
70-130
2
08/16/10 16:23 17060-07-0
99 %
70-130
2
08/16/10 16:23 2037-26-5
Analytical Method: SM 2320B
16.8 mg/L 5.0 1 08/16/10 15:03
Analytical Method: EPA 353.2
2.8 mg/L 0.10 1 08/11/10 23:25
Analytical Method: SM 4500-CI-E
ND mg/L 5.0 1 08/16/10 09:55 16887-00-6
Analytical Method: ASTM D516-90
ND mg/L 5.0 1 08/17110 15:49 14808-79-8
Date: 08/18/2010 12:42 PM REPORT OF LABORATORY ANALYSIS Page 10 of 26
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
/�;alceAnalyticals 2225 Riverside Dr. 9800 Kiricey Ave. Suite 100
www.pacWabs.com Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project: TEC PILOT TEST 08/11
Pace Project No.: 9275343
Sample: MW-41WT LabID: 9275343005 Collected: 08111/10 10:36 Received: 08/11/10 14:40 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP Analytical Method: EPA 6010 Preparation Method: EPA 3010
Arsenic
ND ug/L
5.0
1
08113/10 11:50
08/16/10 17:31 7440-38-2
Cadmium
ND ug/L
1.0
1
08/13110 11:50
08/16/10 17:31 7440-43-9
Chromium
127 ug/L
5.0
1
08h3/10 11:50
08/16/10 17:31 7440-47-3
Copper
94.1 ug/L
5.0
1
08113/10 11:50
08/16/10 17:31 7440-50-8
Lead
12.9 ug/L
5.0
1
08/13/10 11:50
08116/10 17:31 7439-92-1
Zinc
124 ug/L
10.0
1
08/13110 11:50
08/16/10 17:31 7440-66-6
7470 Mercury
Analytical Method: EPA 7470 Preparation
Method: EPA 7470
Mercury
ND ug/L
0.20
1
08/12110 18:00
08114/10 12:17 7439-97-6
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND ug/L
25.0
1
08116/10 15:04 67-64-1
Benzene
ND ug/L
1.0
1
08/16/10 16:04 71-43-2
Bromobenzene
ND ug/L
1.0
1
08/16/10 15:04 108-86-1
Bromochloromethane
ND ug/L
1.0
1
08/16/10 15:04 74-97-5
Bromodichloromethane
ND ug/L
1.0
1
08/16/10 15:04 75-27-4
Bromoform
ND ug/L
1.0
1
08/16/10 15:04 75-25-2
(Bromomethane i
ND ug/L
2.0
1
08/16/10 15:04 74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
08/16/10 15:04 78-93-3
Carbon tetrachloride
ND ug/L
1,0
1
08/16/10 15:04 56-23-5
Chlorobenzene
ug/L
1.0
1
08116/10 15:04 108-90-7
citionoe-thame
_ND
ND ug1L
1.6
bul 6h b i �-_04 ��_-06-_3_
Chloroform
4.2 ug/L
1.0
1
08/16/10 15:04 67-66-3
Chloromethane
ND ug/L
1.0
1
08116/10 15:04 74-87-3
2-Chlorotoluene
ND ug/L
1.0
1
08/16/10 15:04 95-49-8
4-Chlorotoluene
ND ug/L
1.0
1
08/16110 15:04 106-43-4
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
08/16110 15:04 96-12-8
Dibromochloromethane
ND ug/L
1.0
1
08/16110 15:04 124-48-1*
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
08/16/10 15:04 106-93-4
Dibromomethane
ND ug/L
1.0
1
08/16/10 15:04 74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
08/16/10 15:04 95-50-1
1,3-Dichlorobenzene
ND ug/L
1.0
1
08/16/10 15:04 541-73-1
1,4-Dichlorobenzene
ND ug/L
1.0
1
08/16/10 15:04 106-46-7
Dichlorodifluoromethane
ND ug/L
1.0
1
08/16/10 15:04 75-71-8
1,1-Dichloroethane
ND ug/L
1.0
1
08/16/10 15:04 75-34-3
1,2 - Dichloroethane
ND ug/L
1.0
1
08/16/10 15:04 107-06-2
1,1-Dichloroethene
ND ug/L
1.0
1
08/16/10 15:04 75-35-4
cis-1,2-Dichloroethene
ND ug/L
1.0
1
08/16/10 15:04 156-59-2
trans-1,2-Dichloroethene
ND ug/L
1.0
1
08/16/10 15:04 156-60-5
1,2-Dichloropropane
ND ug/L
1.0
1
08/16/10 15:04 78-87-5
1,3-Dichloropropane
ND ug/L
1.0
1
08/16/10 15:04 142-28-9
2,2-Dichloropropane
ND ug/L
1.0
1
08/16110 15:04 594-20-7
1,1-Dichloropropene
ND ug/L
1.0
1
08/16110 15:04 563-58-6
c7is-1,3-Dichloropropene
ND ug/L
1.0
1
08/16/10 15:04 10061-01-5
trans-1,3-Dichloropropene
ND ug/L
1.0
1
08/16110 15:04 10061-02-6
Diisopropyl ether
ND ug/L
1.0
1
08/16110 15:04 108-20-3
"---,,!Date: 08/18/2010 12:42 PM
REPORT OF LABORA71 ORY ANALYSIS
This report sheH not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Acca,
Page 11 of 26

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
. a ceAnaljNcal 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
wwwpacekbs com Asheville, NC 28804 Huntersville, NG 28078
[phone] [phone]
C,
ANALYTICAL RESULTS
Project: TEC PILOT TEST 08/11
Pace Project No.: 9275343
Sample: MW-41W'r Lab ID: 9275343006 Collected: 08/11/10 10:36 Received: 08/11/10 14:40 Matrix- Water
Parameters
Results Units- Report Limit
DF
Prepared Analyzed CAS No. Qual
8260 MSV Low Level
Analytical Method: EPA 8260
Ethylbenzene
ND ug[L
.1.0
1
08/16/10 15:04 100-41-4
Hexachloro-1,3-butadiene
ND ug/L
1.0
1
08/16/10 15:04 87-68-3
2-Hexanone
ND ug/L
5.0
1
08/16/10 15:04 591-78-6
p-Isopropyltoluene
ND ug/L
1.0
1
08/1'6/10 15:04 99-87-6
Methylene Chloride
ND ug/L
2.0
1
08/16110 15:04 76-09-2
4-Methyl-2-pentanone (MIBK)
ND ug/L
5.0
1
08/16/10 15:04 108-10-1
Methyl-tert-butyl ether
ND ug/L
1.0
1
08116/10 16:04 1634-04-4
Naphthalene
ND ug/L
1.0
1
08/16110 15:04 91-20-3
Styrene
ND ug/L
1.0
1
08116/10 15:04 100-42-5
1,1,1,2-Tetrachloroethane
ND ug/L
1.0
1
08/16/10 15:04 630-20-6
1,1,2,2-Tetrachloroethane
ND ug/L
1.0
1
08116/10 15:04 79-34-5
Tetrachloroethene
ND ug/L
1.0
1
08116/10 15:04 127-18-4
Toluene
ND ug/L
1.0
1
08/16/10 15:04 108-88-3
1,2,3-Trichlorobenzene
ND ug/L
1.0
1
08/16/10 15:04 87-61-6
1,2,4-Tr'ichlorobenzene
ND ug/L
1.0
1
08/16/10 15:04 120-82-1
1,1,1-T(ichloroethane
ND ug/L
1.0
1
08/16/10 15:04 71-55-6
1,1,2-Trichloroethane
ND ug/L
1.0
1
08/16110 15:04 79-00-5
Trichloroethene
2.0 ug/L
1.0
1
08/16/10 15:04 79-01-6
Trichlorofluoro methane
ND ug/L
1.0
1
08/16/10 15:04 75-69-4
1,2,3-Trichloropropane
ND ug/L
11.0
1
08/16/10 15:04 96-184
Viny, acetate
ND ug/L
.2.0
1
08/16/10 15:04 108-05-4
Vinyl -chloride
-ND ug/L
-- 1.0
-1-
081-16/10 15:04 75-01-4
m&p-Xylene
ND ug/L
2.0
1
08/16/10 15:04 .179601-23-1
o-Xylene
NO ug/L
1.0
1
08/16/10 15:04 95-47-6
4-Bromofluorobenzene (S)
99 %
70-130
1
08/16110 15:04 460-00-4
Dibromofluoromethane (S)
113 %
70-130
1
08/16/10 15:04 1868-53-7
1,2-Dichloroethane-d4 (S)
106 %
70-130
1
08/16/10 15:04 17060- ' 07-0
Tbluene-d8 (S)
101 %
70-130
1
08/16/10 15:04 2037-26-5
232 OB Alkalinity
Analytical Method: SM 2320B
Alkalinity, Total as CaCO3
10.5 mg/L
5.0
1
08/16/10 15:04
353.2 Nitrogen, NO2/NO3 unpres;
Analytical Method: E.PA 353.2
Nitrogen, Nitrate
3.2 mg/L
0.10
1
08111/10 23:24
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
ND mg/L
5.0
1
08/16/10 09:55. 16887-00-6
ASTM D51 6-90 Sulfate Water
Analytical Method: ASTM D516-90
Sulfate
NO mg/L
5.0
1
08/17/10 15:49 14808-79-8
Page 12 of 26
Date: 08118/2010 12:42 PM REPORT OF LABORATORY ANALYSIS
This report shali not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2225 Riverside Dr. 9800 Kincey Ave. Suite 100
1�0aceAnalyfical"' Asheville, NC 28804 Huntersville, NC 28078
WWW.paW2b&=n
[phone] [phone]
ANALYTICAL RESULTS
Project' TEC PILOT TEST 08/11
Pace Project No.: 9275343
Sample: TRIP BLANK Lab ID: 9275343006 Collected: 08/1111000:00 Received: 08111/1014:40 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260 IVISV Low Level
Analytical Method: EPA 8260
Acetone
ND ug/L
25.0
1
08/14/10 04:44 67-64-1
Benzene
ND ug/L
1.0
1
08114110 04:44 *71-43-2
Bromobenzene
ND ug/L
1.0
1
08/14110 04:44 108-86-1
Bromochloromethane
ND ug/L
1.0
1
08/14/10 04:44 74-97-5
Bromodichloromethane
ND ug/L
1.0
1
108/14/10 04:44 76-27-4
Bromoform
ND ug/L
1.0
1
08/14110 04:44 75-26-2
Bromoniethane
ND ug/L
2.0
1
08/14/10 04:44 74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
08/14/10 04:44 78-93-3
Carbon tetrachloride
ND ug/L
1.0
1
08/14/10 04:44 56-23-5
Chlorobenzene
ND ug/L
1.0
1
08114110 04:44 108-90-7
Chloroethane
ND ug/L
1.0
1
08114/10 04:44 75-00-3
Chloroform
ND ug/L
1.0
1
08/14110 04:44 67-66-3
Chloromethane
ND ug/L
1.0
1
08114110 04:44 74-87-3
2-Chlorotoluene
ND ug/L
1.0
1
08/14110 04:44 96-49-8
4-Chlorotoluene
ND ug/L
1.0
1
08114/10 04:44 106-43-4
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
08114/10 04:44 96-12-8
Dibromochloromethane
ND ug/L
1.0
1
08114/10 04:44 124-48-1
1,2-Dibromoethane (PDB)
ND ug/L
1.0
1
08/14110 04:44 106-93-4
Dibromomethane
ND ug/L
1.0
1
08/14/10 04:44 74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
08/14/10 04:44 95-50-1
1,3-Dichlorobenzene
ND ug/L
1.0
1
08/14/10 04:44 541-73-1
1,4�Dichlorobenzene
ND ug/L
1.0
1
08114/10 04:44 106-46-7-
Dichlorodifluoromethane
ND ug/L
1.0
1
08/14/10 04:44 75-71-8
1,1-Dichloroethane
ND ug/L
1.0
1
08/14/10 04:44 75-34-3
1,2-Dichloroethane
ND ug/L
1.0
1
08114/10 04:44 107-06-2
1,1-Dichloroethene
ND ug/L
1.0
1
08/14/10 04:44 75-35-4
ci�-1,2-Diclhloroethene
ND ug/L
1.0
1
08114/10 04:44 156-59-2
trans-1,2-Dichloroethene
ND ug/L
1.0
1
08/14/10 04:44 156-60-5
1,2-Dichloropropane
ND ug/L
1.0
1
08/14/10 04:44. 78-87-5
1,3-Dichloropropane
ND'ug/L
1.0
1
08/14110 04:44 142-28-9
2,2-Dichloropropane
ND ug/L
1.0
1
08/14/10 04:44 594-20-7
1,1-Dichloropropene
ND ug/L
1.0
1
08/14/10 04:44 563-58-6
cis-1,3-Dichloropropene
ND ug/L
1.0
1
08/14/10 04:44 10061-01-5
trans-1,3-Dichloropropene
ND ug/L
1.0
1
08114/10.04:44 10061-02-6
Diisopropyl ether
ND ug/L
1.0
1
08/14110 04:44 108-20-3
Ethylbenzene
ND ug/L
1.0
1
08114110 04:44 100-41-4
Hexachloro-1,3-butadiene
ND ug/L
1.0
1
08/14110 04:44 87-68-3
2-Hexanone
ND ug/L
5.0
1
08/14/10 04:44 691-78-6
p-Isopropyltoluene
ND ug/L
1.0
1
08/14/10 04:44 99-87-6
Methylene Chloride
ND ug/L
2.0
1
08/14/10 04:44 75-09-2
4-Methyl-2-pentanone (MlBK)
ND ug/L
5.0
1
08/14/10 04:44 108-10-1
Methyl-tert-butyl ether
ND ug/L
1.0
1
08/14/10 04:44 1634-04-4
Naphthalene
ND ug/L
1-.0
1
.08/14/10 04:44 91-20-3
Styrene
ND ug/L
1.0
1
08/14/10 04:44 100-42-5
1,1,1,2-Tetrachloroethane
ND ug/L
1.0
1
08/14110 04:44 630-20-6
1,1,2,2-Tetrachlaroethane
ND ug/L
1.0
1
08/14/10 04:44 79-34-6
Tetrachloroethene
ND ug/L
1.0
1
08/14/10 04:44 127-18-4
Date: 08/18/2010 12:42 PM
REPORT OF LABORATORY ANALYSIS
Page 13 of 26
This report shall not be reproduced,
except in full,
without the written consent of Pace Analytical Services, Inc..

- a eAnalytical
C,
ww.pa6d.ftc=
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave: Suite 100
Huntersville, NC 28078
[phone]
Project: TEC PILOT TEST 08/11
Pace Project No.: 9275343
Sample: TRIP BLANK Lab ID: 9275343006 Collected: 08/11/10 00:00 Received: 08/11/10 14:40 Matrix: Water
Parameters Results Units Report Limit DIF Prepared Analyzed CAS No. Qua[
8260 MSV Low Level Analytical Method: EPA 8260
Toluene
ND ug/L
1.0
1
08/14110 04:44 108-88-3
1,2,3-Trichlorobenzene
ND ug/L
1.0
1
08/14110 04:44 87-61-6
1,2,4-Trichlorobenzene
ND ug/L
1.0
1
08/14/10 04:44 120-82-1
1,1,1-Trichloro6thane
ND ug/L
1.0
1
08/14/10 04:44 71-55-6
1,1,2-Trichloroethane
ND ug/L
.1.0
1
08/14/10 04:44 79-00-5
Trichloroethene
ND ug/L
1.0
1
08114110 04:44 79-01-6
Trichlorofluoromethane
ND ug/L
1.0
1
08/14110 04:44 75-69-4
1,2,3-Trichloropropane
ND ug/L
1.0
1
08/14/10 04:44 96-18-4
Vinyl acetate
ND ug/L
2.0
1
08/14/10 04:44 108-05-4
Vinyl chloride
ND ug/L
1.0
1
08/14/10 04:44. 75-01-4
m&p-Xylene
ND ug/L
2.0
1
08/14/10 04:44 179601-23-1
o-Xylene
ND ug/L
1.0
1
08/14/10 04:44 95-47-6
4-Bromofluorobenzene (S)
97 %
70-130
1
08/14/10 04:44 460-00-4
Dibromofluoromethane (S)
109 %
70-130
1
08114/10 04:44 1868-53-7
1,2-Dichloroethane-d4 (S)
107 %
70-130
1
08/14/10 04:44 17060-07-0
Tbluene-d8 (S)
98 %
70-130
1
08/14/10 04:44 2037-26-5
Date: 08/1812010 12:42 PM REPORT OF LABORATORY ANALYSIS Page 14 of 26
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

C Analytical
www.pacelabs.com
Project: TEC PILOT TEST 08/11
Pace Project No.: 9275343
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2225 Riverside Dr. 98001(inceyAve. Suiteloo
Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
QUALITY CONTROL DATA
QC Batch: MPRP16850 Analysis Method:. EPA6010
QC Batch Method: EPA 3010 Analysis Description: 6010 MET
Associated Lab Samples: 9275343001,9275343002,9275343003,9275343004,9275343005
METHOD BLANK: 482512
Matrix: Water
Associated Lab Samples:
9275343001,9275343002,9275343003,9275343004,9275343005
Blank Reporting
Parameter
Units
Result Limit
Analyzed Qualifiers
'Arsenic
ug/L
ND 5.0
08/16110 15:55
Cadmium
ug/L
ND 1.0
08/16/10 15:55
Chromium
ug/L
ND 6.0
08/16/10 15:55
Copper
ug/L
ND 5.0
08/16/10 15:55
Lead
ug/L
ND 5.0
08/16110 15:55
Zinc
ug/L
ND 10.0
08/16/10 15:55
LABORATORY CONTROL SAMPLE: .482513
Spike LCS- LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Arsenic
ug/L
500
487
97
80-120
Cadmium
ug/L
500
491
98
Chromium
ug/L
500
493
99
80-120
Copper
ug/L
500
486
97
80-120
Lead
ug/L
500
489
98
80-120
-Zinc-
ug/L
500
490
98
80-120
MATRIX SPIKE SAMPLE:
482514
9274639015
Spike
IVIS
IVIS % Rec
Parametef
Units
Result
Conc
Result
% Rec Limits Qualifiers
Arsenic
ug/L
ND
500
502
100
75-125
Cadmium
ug/L
ND
500
495
99
75-125
Chromium
ug/L
ND
500
498
99
75-125
Copper
ug/L
ND
500
502
100
.75-125
Lead
ug/L
ND
560
485
97
75-125
Zinc
ug/L
17.5
500
516
100
75-125
SAMPLE DUPLICATE: 482515
Parameter
Arsenic
Cadmium
Chromium
Copper
Lead
Zinc
�'--'.,)ate: 08/18/2010 12:42 PIVI
Units
9275159001
Result
Dup
Result
RPD Qualifiers
ug/L
61.8
57.3
8
ug/L
ND
ND
ug/L
22.8
21.4
.6
ug/L
21.5
20.6
4
ug[L
6.3
5.9
6
ug/L
2290
2210
3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Acca# '
Page 15 of 26

Pace Analytical Services, Inc.
ceApalXical 2225 Riverside Dr.
. wmpa*ahcom Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: TEC PILOT TEST 08/11
Pace Project No.: 9275343
QC Batch: MERP/2946 Analysis Method: EPA 7470
QC Batch Method: EPA 7470 Analysis Description: 7470 Mercury
Associated Lab Samples: 9275343001, 9276343002, 9275343003, 9275343004, 9275343005
METHOD BLANK: 481821 Matrix: Water
Associated Lab Samples: 9275343001, 9275343002, 927043003, 9275343004, 9275343005
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Mercury ug/L ND 0.20 08/14/10 12:17
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE: 481822
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec. Limits Qualifiers
Mercury ug/L 2.5 3.0 119 80-120
MATRIX SPIKE SAMPLE:
481823
9274639011
Spike IVIS MS. % Rec
Parameter
Units
Result
Conc. Result % Rec Limits Qualifiers
Mercury
ug/L
4.6
2.5 7.4 110 75-1 . 25
SAMPLE DUPLICATE: 481824
9274639012
Dup
Parameter
Units
Result
Result RPD Qualifiers
Mercury
ug/L
3.6
3.6 0
Date: 08118/2010 12:42 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
AC,o,.
Page 16 of 26

aceAnalyfical"
www.pacelabs.com
Project: TEC PILOT TEST 08/11
Pace Project No.: 9276343
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA .
QC Batch: MSW11876 Analysis Method: EPA 8260
QC Batch Method: EPA 8260 Analysis Description: 8260 MSV Low Level
Associated Lab Samples: 9275343001,9275343002,9275343003,9275343004,9275343005,9275343006
METHOD BLANK:' 482802 Matrix: Water
Associated Lab Samples: 92753430 . 01,9275343002,9275343003,9276343004,9275343005,9275343006
Blank Reporting
Parameter Units Result Limit Analyzed
1,1,1,2-Tetrachloroethane
ug/L
ND
1.0
08/14/10 04:19
1,1,1-Tr'ichloroethane
ug�l-
ND
1.0
08/14/10 04:19
1,12,2-Tetrachloroethane
ug/L
ND
1.0
08114/10 04:19
1,1,2-Trichloroethane
ug/L
ND
1.0
08/14/10 04:19
M-Dichloroethane
ug/L
ND
1.0
08/14/10 04:19
1,1-Dichloroethene
ug/L
ND
1.0
08/14/10 04:19
1,11-Dichloropropene
ug/L
ND
1.0
08/14/10 04:19
1,2,3-Trichlorobenzene
ug/L
ND
1.0
08114/10 04:19
1,2,3-Trichloropropane
ug/L
ND
1.0
08/14/10 04:19
1,2,4-Trichlorobenzene
ug/L
ND
1.0
08/14/10 04:19
1,2-Dibromo-3-chloropropane
ug/L
ND
6.0
08/14110 04:19
1,2-Dibromoethane (EDB)
ug/L
ND
1.0
08/14/10 04:19
1,2-Dichlorobenzene
ug/L
ND
1.0
08/14/10 04:19
1,2-Dichloroethane
ug/L
ND
1.0
08/14/10 04:19
1,2-Dichloropropane
ug/L
ND
1.0
08/14/10 04:19
1,3-Dichlorobenzene
ug/L
ND
1.0
08/14/1G04:19
1,3-Dichloropropane
ug/L
ND
1.0
08/14/10 04:19
1,4-Dichlorobenzene
ug/L
ND
1.0
08/14/10-04:19
2,2-Dichloropropane
ug/L
ND
1.0
08/14110 04:19
2-Butanone (MEK)
ug/L
ND
5.0
08/14/10 04:19
2-Chlorotoluene
ug/L
ND
1.0
08/14/10 04:19
2-Hexanone
ug/L
ND
5.0
08/14/10 04:19
4-Chlorotoluene
ug[L
ND
1.0
08/14/10 04:19
4-Methyl-2-pentanone (MIBK)
ug/L
ND
5.0
08/14/10 04:19
Acetone
ug/L
ND
25.0
08/14/10 04:19
Benzene
ug/L
ND
1.0
08114/10 04:19
Bromobenzene
ug/L
ND
1.0
08/14/10 04:19
Bromochloromethane
ug/L
ND
1.0
08/14/1.0 04:19
Bromodichloromethane
ug/L
ND
1.0
08/14/10 04:19
Bromoform
-ug/L
ND
1.0
08/14/10 04:19
Bromomethane
ug/L
ND
2.0
08114110 04:19
Carbon tetrachloride
ug/L
ND
1.0
08/14/10 04:19
Chlorobenzene
ug/L
ND
1.0
08/14/10 04:19
Chloroethane
ug/L
ND
1.0
08/14/10 04:19
Chloroform
ug/L-
ND
1.0
08/14/10 04:19
Chloromethane
ug/L
ND
1.0
08/14/10 04:19
cis-1,2-Dichloroethene
ug/L
ND
1.0
08114110 04:19
cis-1,3-Dichloropropene
ug/L
ND
1.0
08/14110 04:19
Dibromochloromethane
ug/L
ND
1.0
08114/10 04:19
Dibromomethane
ug/L
ND
1.0
08/14/10.04:19
Dichlorodifluoromethane
ug/L
ND
1.0
08/14/10 04:19
Diisopropyl ether
ug/L
ND
1.0
08/14/10 04:19
Ethylbenzene
ug/L
ND
1.0
08/14110 04:19
Date: 08/18/2010 12:42 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical
Services, Inc..
Acco'.
Qualifiers
Pace Analytical Services,.Inc.
9800 Kincey Ave. Suite 100
Huntersville, NG 28078
(704j875-9092
Page 17 of 26

acpeAnalyfical
pacdabs.-
Project: TEC PILOT TEST 08/11
Pace Project No.: 9275343
METHOD BLANK: 482802
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
(828)2.54-7176
QUALITY CONTROL DATA
Matrix: Water
Associated Lab Samples: 9275343001,9275343002,9275343003,9275343004,9275343005,9275343006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Hexachloro-1,3-butadiene
ug/L
ND
1.0.
08/14/10 04:19
m&p-Xylene
ug/L
ND
2.0
08/14/10 04:19
Methyl-tert-butyl ether
ug/L
ND
1.0
08/14110 04:19
Methylene Chloride
ug/L
ND
2.0
08/14/10 04:19
Naphthalene
ug/L
ND
1.'0
08/14/10 04:19
o-Xylene
ug/L
ND
1.0
08/14/10 04:19
p-Isopropyltoluene
ug/L.
ND
1.0
08/14110 04:19
Styrene
ug/L
ND
1.0
08/14/10 04:19
Tetrachloroethene
ug/L
ND
1.0
08/14/10 04:19
Toluene
ug/L
ND
1.0
08/14/10 04:19
trans-1,2-Dichloroethene
ug/L
ND
1.0
08/14/10 04:19
trans-1,3-Dichloropropene
ug/L
ND
1.0
08/14/10 04:19
Trichloroethene
ug/L
ND
1.0
08/14/10 04:19
Trichlorofluoromethane
ug/L
ND
1.0
08/14110 04:19
Vinyl acetate
ug/L
ND
2.0
08/14/10 04:19
Vinyl chloride
ug/L
ND
1.0
08/14/10 04:19
1,2-Dichloroethane-d4 (S)
%
106
70-130
08/14/10 04:19
4-Bromofluorobenzene (S)
%
92
70-130
08/1410 04:19
Dibromofluoromethane (S)
%
109
70-130
08114/10 04:19
Toluene-d8 (S).
%
102
70-130
08/14/10 04:19
METHOD BLANK: 484117 Matrix: Water
Associated Lab Samples: 9275343001,9275343002,9275343003,9275343004,9275343005,9275343006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
1,1,1,2-Tetrachlo'roethane
ug/L
ND
1.0
08/16/10 11:39
1,1,1-Trichloroethane
ug/L
ND
1.0
08/16/10 11:39
1,1,2,2-Tetrachloroethane
ug/L
ND
1.0
08/16/10 11:39
1,1,2-Trichloroethane
ug/L
ND
1.0
08/16/10 11:39
1,1-Dichloroethane
ug/L
ND
1.0
08/16/10 11:39
1,1-Dichloroethene
uglL
ND
1.0
08/16/10 11:39
1,1-Dichloropropene
ug[L
ND
1.0
08/16/10 11:39
1,2,3-Trichlorobenzene
ug/L
ND
1.0
08/16110 11:39
1,2,3-T(ichloropropane
ug/L
ND
1.0
08/16/10 11:39
1,2,4-T(ichlorobenzene
ug/L
ND
1.0
08/16/10 11:39
1,2-Dibromo-3-chloropropane
ug/L
ND
5.0
08116/10 11:39
1,2-Dibromoethane (EDB)
ug/L
ND
1.0
08/16/10 11:39
1,2-Dichlorobenzene
ug/L
ND
1.0
08/16/10 11:39
1,2-Dichloroethane
ug/L
ND
1.0
08/16/10 11:39
1,2-Dichloropropane
ug/L
ND
1.0
08/16/10 11:39
11,3-Dichloro�enzene
ug/L
ND
1.0
08/16/10 11:39
1,3-Dichloropropane
ug/L
ND
1.0
08/16/10 11:39
1,4-Dichlorobenzene
ug/L
ND
1.0
08/16/10 11:39
2,2-Dichloropropane
ug/L
ND
1.0
08/16/10 11:39
2-Butanone (MEK)
ug/L
I`4D
6.0
08/16/10 11:39
Date: 08/18/2010 12:42 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical
Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 18 of 26

1�;a'ceAffllyticalo
www.pacek-&.com
Project: TEC PILOT TEST 08111
Pace Project No.: .9275343
METHOD BLANK: 484117
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
. [phone]
QUALITY CONTROL DATA
Matrix: Water
Associated Lab Samples: 9275343001,9275343002,9275343003,9275343004,9275343005,9275343006
Blank Reporting .
Parameter Units Result Limit Analyzed Qualifiers
2-Chlorotoluene
ug/L
ND
1.0
08/16/10 11:39
2-Hexanone
ug/L
ND
5.0
08/16/1011:39
4-Chlorotoluene
ug/L
ND
1.0
08/1611011:39
4-Meihyl-2-pentanone (MIBK)
ug/L
ND
5.0
08/16/10 11:39
Acetone
ug/L
ND
25.0.
08/16110 11:39
Benzene
ug/L
ND
1.0
08116110 11:39
Bromobenzene
ug/L
ND
1.0
08116/1011:39
Bromochloromethane
ug/L
ND
1.0
08116/10 11:39
Bromodichloromethane
ug/L
ND
1,0
08/16110 11:39
Bromoform
ug/L
ND
1.0
08/16/10 11:39
Bromomethane
ug/L
ND
2.0
08/16110 11:39
Carbon tetrachloride
ug/L
ND
1.0
08/16/10 11:39
Chlorobenzene
ug/L
ND
1.0
.08/16/10 11:39
Chloroethane
ug/L
ND
1.0
08116/10 11:39
Chloroform
ug/L
ND
1.0
08/16110 11:39
Chloromethane
ug/L
ND
1.0
08/16110 11:39,
cis-1,2-Dichloroethene
ug/L
ND
1.0
08/16/10 11:39
c.is-1,3-Dichloropropene
ug/L
�ND
1.0
08/16110 11:39
Dibromochloromethane
ug/L
ND
1.0
08/16/10 11:39
Dibromomethane
ug/L
ND
1.0
08/16/10 11:39
Dichlorodifluoromethane
ug/L
ND
1.0
08116/10 11:39
Dilsopropyl ether-
-ug/L -
ND-
1.0-
08/16/10-11039-
Ethylbenzene
ug/L
ND
1.0
08/16/10 11:39
Hexachloro-1,3-butadiene
ug/L
ND
1.0
08/16/10 11:39
m&p-Xylene
ug/L
ND
2.0
08/16110 11:39
Methyl-tert-butyl ether
ug/L
ND
1.0
08/16/10 11:39
Methylene Chloride
ug/L
ND
2.0
08/16/10 11:39
Naphthalene
ug/L
ND
1.0
08116110 11:39
o-Xylene
ug/L
ND
1.0
08/16/10 11:39
p-Isopropyltoluene
ug/L
ND
1.0
08/16/10 11:39
Styrene
ug/L
ND
1.0
08/16/1011 :39
Tetrachloroethene
ug/L
ND
1.0
08/16/110 11:39
Toluene
ug/L
ND
1.0
08116/10 11:39
trans-1,2-Dichloroethene
ug/L
ND
1.0
08/16/10 11:39
trans-1,3-.Dichloropropene
ug/L
ND
1.0
08/16/10 11:39
Trichloroethene
ug/L
ND
1.0
08/16/10 11:39
Trichlorofluoromethane
ug/L
ND
1.0
08/16110 11:39
Vinyl acetate
ug/L
ND
2.0
08116/10 11:39
Vinyl chloride
ug/L
ND
1.0
08/16/10 11:39
1,2-Dichloroethane-d4 (S)
%
104
70-130
08/16110 11:39
4-Bromofluorobenzene (S)
%
98
70-130
08/16/10 11:39
Dibromofluoromethane (S)
%
109
70-130
08/16/10 11:39
Tbluene-d8 (S)
%
100
70-130
08/16110 11:39
Pace Analytical Services, Inc.
9800KInceyAve. Suite 100
Huntersville, NC 28078
[phone]
Date: 08/18/2010 12:42 PM REPORT OF LABORATORY ANALYSIS Page 19 of 26
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
ACCg,.

7aci
. . 0
Analiftal
www.pecolabs.com
Project: TEC PILOT TEST 08/11
Pace Project No.: 9275343
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NG 28804
[phone]
QUALITY CONTROL DATA'
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE:
482803
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits
Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
50
55.2
110
70-130
1,1,1-Trichloroethane
ug/L
50
56.8
114
70-130
1,1,2,2-Tetrachloroethane
ug/L
50
56.7
113
70-130
1,1,2-Trichloroethane
ug/L
50
54.9
110
70-130
1,1-Dichloroethane
ug/L
50
52.7
105
70-130
M-Dichloroethene
ug/L
50
54.1
108
70-132
IJ-Dichloropropene
ug/L
60
49.2
98
70-130
1,2,3-Tdchlorobenzene
ug/L
50
54.5
109
70-135
1,2,3-Trichloropropane.
ug/L
50
52.8
106
70-130
1,2,4-Tdchlorobenzene
ug/L
50
52.9
106
70-134
1,2-Dibromo-3-chloropropane
ug/L
50
53.5
107
70-130
1,2-Dibromoethane (EDB)
ug/L
50
53.0
106
70-130
1,2-Dichlorobenzene
ug/L
50
53.5
107
70-130
.1,2-Dichloroethane
ug/L
50
56.3
113
70-130
1,2-Dichloropropane
ug/L
50
49.1
98
70-130
1,3-DiGhlorobenzene
ug/L
50
51.2
102
70-130
1,3-bichloropropane
ug/L
50
61.5
103
70-130
1,4-Dichlorobenzene
ug/L
50
50.4
101
70-130
2,2-Dichloropropane
ugIL
50
42.3
85'
58-145
2-butanone (MEK)
ug/L
100
109
109
70-145
2-Chlorotoluene
ug/L
50
52.2
104
70-130
2-Hexanone
ug/L
I , 00
109
109
70-144
4-Chlorotoluene
ug/L
50
52.6
105
70-130
4-M6tliyI-2--p-entan-one-(MI B-K)
ug/L
- 100
11 - 0
110
7 - 0-140
Acetone
ug/L
100
120
120
50-175
Benzene
ug/L
50
50.7
101
70-130
Bromobenzene
ug/L
50
52.2
104
70-130
Bromochloromethane
ug/L
50
59.3
119
70-130
Bromodichloromethane
ug/L
50
54.7
109
70-130
Bromoform
ug/L
50
55.2
110
70-130
Bromomethane
ug/L
.50
48.1
96
54-130
Carbon tetrachloride
ug/L
50
54.3
109
70-132
Chlorobenzene
ug/L
50
52.7
105
70-130
Chloroethane
ug/L
50
46.3
.93
64-134
Chloroform
ug/L
50
54.3
109
70-130
Chloromethane
ug/L
50
47.8
96
64-130
cis-1,2-Dichloroethene
ug/L
50
50.9
102
70-131
cis-1,3-Dichloropropene
ug/L
50
50.6
101
70-130
Dibromochloromethane
ug/L
50
55.0
110
70-130
Dibromomethane
ug1L
50
58.2
116
70-131
Dichlorodifluoromethane
ug/L
50
37.9
76
56-130
Dilsopropyl ether
ug/L
50
51.6
103,
70-130
Ethylbenzene
ug/L
50
50.9
102
70-130
Hexachloro-1,3-butadiene
ug/L
60
49.9
100
70-130
m&p-Xylene
ug/L
100
104
104
70-130
Methyl-tert-butyl ether
ug/L
50
53.7
107
70-130
Methylene Chloride
ug/L
50
50.9
102
63-130
Naphthalene
ug/L
50
56.4
113
70-138
Date: 08/18/2010 12:42 PM
REPORT OF LABORATORY ANALYSIS
Page20of26
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAnalyfical-'
www.pacelab&com
Pioject: TEC PILOT TEST 08/11
Pace Project No.: 9275343
LABORATORY CONTROL SAMPLE: 482803
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Parameter
Units
Spike
Conc.
o-Xylene
ug/L
50
p-Isopropyltoluene
ug/L
50
Styrene
ug/L
50
Tetrachloroethene
ug/L
50
Toluene
ug/L
50
trans-1,2-Dichloroethene
ug/L
50
trans-1,3-Dichloropropene
ug/L
50
Trichloroet6ne
ug/L
50
Tdchlorofluoromethane
ug[L
50
Vinyl acetate
ug/L
100
Vinyl chloride
ug/L
50
1,2-Dichloroethane-d4 (S)
%
4-Bromofluorobenzene (S)
%
Dibromofluoromethane (S)
%
Tbluene-d8 (S)
%
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 482804
9275214011
Parameter
IJ-Dichloroethene-
Benzene-
Chlorobenzene
Toluene
Trichloroethene
1,2-Dichloroetha.ne-d4 (S)
4-BromofluorobenzL-ne (S)
Dibromofluoromethane (S)
Tbluene-d8 (S)
Date: 08/18/2010 12:42 PM.
Units Result
ug/L
ND
- -ug/L-
-ND
ug/L
ND
ug/L
ND
ug/L
ND
MS
Spike
Conc.
50
50
50
50
50
LCS
Result
53.8
52.8
53.9
51.2
55.0
62.9
52.3
54.2
47.7
101
45.5
482805
.MSD
Spike MS
Conc. Result
60 43.1
50 - 48A
50 51.2
50 54.3
50 54.9
LCS
% Rec
108
106
108
102
110
106
105
108
95
101
91
109
102
105
102
% Rec
Limits
70-130
70-130
70-130
70-130
70-130
70-130
70-132
70-130
62-133
66-157
69-130
70-130
70-130
70-130
70-130
MSD MS
Result % Rec
46.5 86
51.1 97
53.9 102
58.3 109
58.7 110
102
96
106
101
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Qualifiers
MSD % Rec
% Rec Limits RPD Qual
93 70-166 7
102 -70-148 5
108 70-146 6
117 70-155 7
117 69-161 7
103 70-130
98 70-130
109 70-130
102 70-130
Page 21 of 26
F

ceA
*wpair bs.com
Project: TEC PILOT TEST 08/11
Pace Project No.: 9275343
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
. [phone]
QUALITY CONTROL DATA
QC Batch: WET/134.47 Analysis Method: SM 2320B
QC Batch Method: SM 2320B Analysis Description: 2320B Alkalinity
Associated Lab Samples: 9275343001, 9275343002, 9275343003, 9275343004, 9275343005
METHOD BLANK: 483446 Matrix: Water
Associated Lab Samples: 9275343001, 9275343002, 9275343003, 9275343004, 9276343005
Blank Reporting
Parameter Units Result Limit Analyzed
Alkalinity, Total as CaCO3 mg/L ND . 5.0 08/16/10 14:55
LABORATORY CONTROL SAMPLE: 483447
Qualifiers
Pace Analytical Services, Inc.
9800KInceyAve. Suite 100
Huntersville, NC 28078
[phone].
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Alkalinity, Total as CaCO3 mg/L 50 50.4 101 90-110
SAMPLE DUPLICATE: 483448
9274796001 Dup
Parameter Units Result Result RPD - Qualifiers
Alkalinity, Total as CaCO3 mg/L 15.8 15.8 0
SAMPLE DUPLICATE: 483449
Parameter
Alkalinity, Total as CaCO3
Date: 08118/2010 12:42 PM
- . - 9275036010
Units Result
mg/L 14.7
Dup
Result RPD Qualifiers
14.7 0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
I" Acco,
Page 22 of 26

AIVIXkal
/5alce www.pacelabs.com
Project: TEC PILOT TEST 08/11
Pace Project No.: 9275343
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2225 Riverside Dr. 9800 Kincey Ave. Suite 100
Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
QUALITY CONTROL DATA
QC Batch: WETA17919 Analysis Method: EPA 353.2
QC Batch Method: EPA 353.2 Analysis Description: 353.2 Nitrate + Nitrite, Unpres.
Associated Lab Samples: 9275343001,9275343002,9275343003,9275343004,9275343005
METHOD BLANK: 481701 Matrix: Water
Associated Lab Samples: 9275343001,9275343002,9275343003,9275343004,9276343005
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Nitrogen, Nitrate mg/L ND 0.10 08111/10 23:00
LABORATORY CONTROL SAMPLE: 481702
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Nitrogen, Nitrate mg/L 5 5.0 99 90-110
MATRIX SPIKE SAMPLE:
Parameter
481703
Units
'Nitrogen, Nitrate
mg/L
MATRIX SPIKE SAMPLE:
Parameter
481705
Units
Nitrogen, Nitrate
mgiL
SAMPLE DUPLICATE: 481704
Parameter
Units
Nitrogen, Nitrate
mg/L
SAMPLE DUPLICATE: 481706
Parameter
Nitrogen, Nitrate
_,)ate: 08/1812010 12:42 PM
9275214001
Spike
MS
MS
% Rec
Result
Conc.
Result
% Rec
Limits Qualifiers
0.85
5
6.3
109
90-110
9275244005
Spike-
-MS
IVIS
% Rec
Result
Conc.
Result
% Rec
Limits Qualifiers
4.2
5
8.8
92
90-110
9275214001
Dup
Result
Result
RPD
Qualifiers
0.85
0.83
2
9275244005
Units Result
mg/L 4.2
Dup
Result RPD Qualifiers
4.3 2
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 23 of 26

eAnalyficalo
wwwpacOabacom
ac,
Project: TEC PILOT TEST 08/11
Pace Project No.: 9275343
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: WETAf7942 Analysis Method: SM 4500-CI-E
QC Batch Method: SM 4500-CI-E Analysis Description: 4500 Chloride
Associated Lab Samples: 9275343001, 9275343002, 9275343003, 9275343004, 9275343005
METHOD BLANK: 483396 Matrix: Water
Associated Lab Samples: 9275343001, 9275343002, 9275343003, 9275343004, 9275343005
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Chloride mg/L ND 5.0 08/16/10 09:64
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE: 483397
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Chloride mg/L 20 21.1 106 90-110
MATRIX SPIKE SAMPLE: 483398
9275036010 Spike MS IVIS % Rec
Parameter Units Result Conc. Result % Rec Limits Qualifiers
Chloride* mg/L ND 20 25.4 106 75-125
SAMPLE DUPLICATE: 483399
9275036011 Dup
Parameter Units Result Result. RPD Qualifiers
Chloride mg/L ND ND D7
Date: 08/18/2010 12:42 PM REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 24 of 26

1�;alceAnalyfical'
ww.pacelabsxom
Project: TEC PILOT TEST 08/11
Pace Project No.: 9275343
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: WETAR948 Analysis Method: ASTM D516-90
QC Batch Method: ASTM D516-90 Analysis Description: ASTM D516-90 Sulfate Water
Associated Lab Samples: 9275343001,92753430�02,9275343003,9275343004,9275343005
METHOD BLANK: 483783 Matrix: Water
Associated Lab Samples: 9275343001,9275343002,9275343003,9275343004,9276343005
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Sulfate mg/L ND 5.0 08/17/10 16:10
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE:
483784
Spike LCS
LCS
% Rec
Parameter
Units
Conc. Result % Rec
Limits
Qualifiers
Sulfate
mg/L
20
19.1
96
90-110
MATRIX SPIKE SAMPLE:
483785
9275036008
Spike
IVIS
IVIS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
)Sulfate
mg/L
158
20
135-
-112
75-125 M1
MATRIX SPIKE SAMPLE:
483787
9275343005
-Spike
_MS -
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
Sulfate
mg/L
ND
20
20.1
100
75-125
SAMPLE DUPLICATE: 483786
9275036009
Dup
Parameter
Units
Result
Result
RPD
Qualifiers
Sulfate
mg/L
ND
ND
D7
SAMPLE DUPLICATE: 483788
9275421 * 001
Dup
Parameter
Units
Result
Result
RPD
Qualifiers
Sulfate
mg/L
90.9
102
'12
Date: 0811812010 12:42 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
ACCQ�
Page 25 of 26

' 0 Pace Analytical Services, Inc. Pace Analytical Services, Inc.
ical 2225 Riverside Dr. 980OKinceyAve. Suite 100
oAnalyt
wwwpaoslabs com Asheville, NC 28804 Huntersville, �C 28078
[phone] [phone]
QUALIFIERS
Project: TEC PILOT TEST 08/11
Pace Project No.: 9275343
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes in sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
S - Surrogate
1,2-Diphenylhydrazine (8270 listed analyte) decomposes to Azobenzene.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is NELAP accredited. Contact your Pace PM for the current list of accredited analytes.
ANALYTE QUALIFIERS
D7 The sample and/or duplicate results for this parameter are less than the reporting limit, calculations are based on
estimated values and may be statistically unreliable.
Mi Matrix spike recovery exceeded QQ limits. Batch accepted based on laboratory control sample (L.CS) recovery.
Date: 08118/2010 12:42 PM REPORT OF LABORATORY ANALYSIS Page 26 of 26
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

CHAIN-OF-CMEN, )Y / Analytical Request Document
y Is a L 2� ampleted accurately.
1),!;Ze,��alytical The Chain-of-Custod hjAL LJOCUMENT. All relevant fields must be c
J wMilacelaos.com
Page: Of
Section A Section B Section C
Required Client Information: Required Project Information: Invoice Information:
CXT� Report To: Attention:
A - ?,PVI
NJ: BAM 4 123OLMIJ4 L.- Vi
136 5841
V I Copy
Add]N 4" 4AW P Zr
To:
Compan a a:
REGUL.ATOR APENCY',
f 1 .;5 rfd�
Add"'�21'
f- NPDES 77GROUND WATER r— DRINKING WATER
LIST RCRA r OTHER
E,nl
Order No.:
Pace 0,
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Fax: Project
Name:
Tec- Pi
Pace Project
iManager
siteLocition
7A"
Project
RequCsted Due DatefrAP. -7 DAV.-:;
Number:
Pace Profile #:
Requ6sted
Analysis
Filtered
(YIN)
S ction D Matrix Codes
a
Required Client Information MATRIX f CODE
COLLECTED
Preservatives
��M
Drinking Water DW
0
z
0
Water WT
Waste Water WW
0
GO
COMPOSITE
START
compos[TE
ENDIGRAD
w
Product P
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WP
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(A-Z, 0-9 Air AR
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Sample IDS MUST BE UNIQUE TIssue TS
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DATE
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ADDITIONAL COMMENTS
RiLINQUISHE6.BY
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DATE
TIME
CEPTED.BY I AFFILIATION
DAJE�
TIME
SAMPLE CONDITIONS
00,
ORIGINAL
SAMPLERN4ME-A 6 G A E'
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PRINT Name of SAMPLER:
CL
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SIGNATURE SAMPLER:
DATE Signed
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(MMIDDN)n:
(D
*Important Note: By signing this form you am accepting Pace's NET 30 day payment terms and agreeing to late charges of 1.5% per month for any Invoices not pAd b,00 days. I F-Al_L-Q-UZUreV.U1, it�-rway-zuut

I $ample Condition Upon Receipt I
Pke Analygcal'
Client Name:— A 1 t� _r Project # I :Z'25 -34
Ihere Received: El Huntersville',,Ferkheville El Eden
Courier: E] Fed Ex UP8 E] USPS;216rient. D Commercial El Pace Other
Custody Seal on Cooler/Box Present: El Yes Seals intact: El yes P-110,
Packing Material: El Bubble Wrap. .2gu"b-ble Bags E] None ElOther-
406tko'na it�'-..
Pri& D 667 D
Thermometer Used: I n#2 14-648-44 Type of Ice Blue None 'T_�amples on ice, cooling process has begun
Tamn rnrrd-r-tir%n Ponfnr- fitiri I it �trn C
Corrected Cooler Temp.: C
Biological Tissue is Frozen: Yes No
Date and. Initials of person exyfiining
contents:, '-p c;—///
Temp should be above freezing to 6*C
Comments.:
Chain of Custody Present:
ETYes UNo
ON/A
1.
Chain of Custody Filled Out:
No
2!!
ONIA
2.
Chain of Custody Relinquished:
_S2
2<00S ONO
ONIA
3.
Sampler Name & Signature on COC:
;,)A_�-ONO
0 N/A
4.
Samples Arrived within Hold Time:
C1y �Sll NO
0 WA
5.
Short Hold Time Analysis (<72hr):
-2 <e [IN.
QN/A
6. .4
-
Rush Turn Around Time Requested:*
DYes VIl'o
ON/A
7.
Sufficient Volume:
0<_ 0 No
ONIA
8.
Correct Containers Used:
Xe. ONO
EIN/A
'9.
-Pace Containers Used:
��YesNo
ON/A
!Containers Intact:
Xe. 0 No
ON/A
10.
Filtered volume received for Dissolved tests
ONO
ON/A
11.
Sample Labels match COC:
fY—e s ONO
DNIA
12.
-Includes date/time/[D/Analysis Matrix:
All containers needing preservation . have been checked.
2<e. CIN.
El WA
13.
All containers needing preservation are found to be in
/Yes ONO
11 N/A'
000-1e
anc. w recommendation.
compll;�e
:� -
�wA
excep 5;��.,,ftrm,TOC, O&G,WI-DRO (water)
OA, c
Xy. ONO
Initial when completed
Samr �le—se'hecked for dechlorination:
OYes ONO
CW/-A00
14.
Headspace in VOA Vials (>6mm):
,-El'Ye� ON.
0 NIA
15.
Trip Blank Present:
4?!Yes. ONO
El N/-A
16.
Trip Blank Custody Seals Present
'11�y­ ONO
EIN/A
Pace Trio Blank Lot # (if purchased): —
Client Notification/ Resolution: Field Data Required? y
Person Contacted: Date/7ime:
Comments/ Resolution:
Proi e:
,ect hlianager Review: Dat V
Note: Whenever there is a discrepancy aff dcting North Cardina compliance samples, a copy of this form will be sent to the North Carolina DEHNR
Certification Office (i.e out.of hold, incorrect preserva.,,ivs, out oftemp, incorrect containers)
F-ASV-CS-03-Rev.0-,

ceAnalj4kal
wmpacelabsxom'
October 04, 2010
Mr. Chris Gilbert
Altamont Environmental
231 Haywood Street
Asheville, NC 28801
RE: Project: TEC-Fairview Pilot Test
Pace Project No.: 9278187
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Dear Mr. Gilbert:
Enclosed are the. analytical results for sample(s) received by the laboratory on September 22, 2010.
The results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the -body of the
report.
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed -at our Pace Huntersville laboratory -unless otherwise footnoted. All
Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Lord Patton
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS Page I of 25
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

0
a ceAnayical
wmpacelaftaom
Project: TEC-Fairvlew Pilot Test
Pace Project No.: 9278187
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
CERTIFICATIONS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone] -
Charlotte Certification lDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
South Carolina Certification #: 99006001
Louisiana/LELAP Certification #: 04034
South Carolina Drinking Water Cert. * 99006003
New Jersey Certification#: NCO12
Virginia Certification #: 00213
North Carolina Drinking Water Certification #: 37706
Connecticut Certification #: PH-01 04
North Carolina Field Services Certification *: 5342
Florida/NELAP Certification #: E87627
North Carolina Wastewater Certification *: 12
Kentucky LIST Certification *: 84
Pennsylvania Certification *: 68-00784
Louisiana DHH Drinking Water# LA 100031
Asheville Certification IDs
2225 Riverside Dr., Asheville, NC 28804
North Carolina Drinking Water Certification *: 37712
Connecticut Certification#: PH-01 06
North Carolina Wastewater Certification *: 40
Florida/NELAP Certification E87648
Pennsylvania Certification #: 68-03578
Massachusetts Certification M-NC030
South Carolina Bioassay Certification *: 99030002
New Jersey Certification #: NC011
South Carolina Certification #: 99030001
North Carolina Bioassay Certification #: 9
Virginia Certification #: 00072
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 2 of 25

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceAnWj#a1'& 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
wiviv.pacelabs.pom Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project: TEC-Fairview Pilot Test
Pace Project No.: 9278187
Sample: MW-39WT Lab ID: 9278187001 Collected: 09/22/10 11:33 Received: 09/22/10 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP
Analytical Method: EPA 6010 Preparation Method: EPA 3010
Arsenic
ND ug/L
5.0
1 09/23/10 11:00
09129/10 23:15
7440-38-2
Cadmium
3.3 ug/L
1.0
1 09/23110-11:00
09/29/10 23:15
7440-43-9
Chromium
391 ug/L
5.0
1 09/23/10 11:00
09/29/10 23:15
7440-47-3
Copper
210 ug/L
5.0
1 09/23/10 11:00
09/29/10 23:15
7440-50-8
Lead
386 ug/L
5.0
1 09/23/10 11:00
09/29/10 23:15
7439-92-1
Zinc
467 ug/L
10.0
1 09123110 11:00
09129/10 23:15
7440-66-6
7470 Mercury
Analytical Method: EPA 7470
Preparation Method:
EPA 7470
Mercury
ND ug/L
0.20
1 09/28/10 09:26
09/28/10 11:03
7439-97-6
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND ug/L
25000
1000
09124/10 15:38
67-64-1
Benzene
ND ug/L
1000
1000
09/24110 15:38
71-43-2
Bromobenzene
ND ug/L
1000
1000
09/24/10 15:38
108-86-1
Bromochloromethane,
ND ug/L
1000
1000
09/24110 15:38
74-97-5
Bromodichloromethane
ND ug/L
1000
1000
09/24/10 15:38
75-27-4
9romoform
ND ug/L
1000
1000
09/24/10 15:38
75-25-2
"Iromomethane
ND ug/L
2000
1000
09/24/10 15:38
74-83-9
2-Butanone (MEK)
ND ug/L
5000
1000
09/24/10 15:38
78-93-3
Carbon tetrachloride
ND ug/L
1000
1000
09/24/10 15:38
56-23-5
Chlorobenzene
ND ug/L
1000
1000
09/24/10 15:38
108-90-7
Chloroethane-
-ND ug/L
1000
1000
09/24110 15:38
75-00-3
Chloroform
ND ug/L
1000
1000
09124/10 15:38
67-66-3
Chloromethane
ND ug/L
1000
1000
09/24/10 15:38
74-87-3
2-Chlorotoluene
ND ug/L
1000
1000
09/24/10 15:38
95-49-8
4-Chlorotoluene
ND ug/L
1000
1000
09/24/10 15:38
106-43-4
1,2-Dibromo-3-chloropropane
ND ug/L
5000
1000
09/24/10 15:38
96-12-8
Dibromochloromethane
ND ug/L
1000
1000
09/24/10 15:38
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1000
1000
09/24110 15:38
106-93-4
Dibromomethane
ND ug/L
1000
1000
09/24/10 15:38
74-95-3
1,2-Dichlorobenzene
ND ug/L
1000
1000
09/24110 15:38
95-50-1
1,3-Dichlorobenzene
ND ug/L
1000
1000
09/24/10 15:38
541-73-1
1,4-Dichlorobenzene
ND ug/L
1000
1000
09/24/10 15:38
106-46-7
Dichlorodifluoromethane
ND ug/L
1000
1000
09/24/10 15:38
75-71-8
1,1-Dichloroethane
ND ug/L
1000
1000
09/24/10 15:38
75-34-3
1,2-Dichloroethane
ND ug/L
1000
1000
09/24/10 15:38
107-06-2
I,I-Dichloroethene
ND ug/L
1000
1000
09124/10 15:38
75-35-4
cis-1,2-Dichloroethene
ND ug/L
1000
1000
09/24/10 15:38
156-59-2
trans-1,2-Dichloroethene
ND ug/L
1000
1000
09/24/10 15:38
156-60-5
1,2-Dichloropropane
ND ug/L
1000
1000
09/24/10 15:38
78-87-5
1,3-Dichloropropane
ND ug/L
1000
1000
09/24/10 15:38
142-28-9
2,2-Dichloropropane
ND ug/L
1000
1000
09/24/10 15:38
594-20-7
1,1-Dichloropropene
ND ug/L
1000
1000
09124/10 15:38
563-58-6
c7is-1,3-Dichloropropene
ND ug/L
1000
1000
09/24/10 15:38
10061-01-5
trans-1,3-Dichlorop�opene
ND ug/L
1000
1000
09/24/10 15:38
10061-02-6
Dfisopropyl ether
ND ug/L
1000
1000
09/24/10 15:38
108-20-3
--,-,-,)ate: 10104/2010 09:51 AM
REPORT OF LABORATORY ANALYSIS
Page 3 of 25
This report shall
not be reproduced,
except in full,
without the written consent
of Pace Analytical Services, Inc..

aneAnaljftal
wwwpacelab&com
Project: TEC-Fairview Pilot Test
Pace Project No.: 9278187
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
. [phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-39Wr Lab ID: 9278187001 Collected: 09/22/10 11:33 Received: 09/22/10 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260 MSV Low Level
Ethylbenzene
Hexachloro-1,3-butadiene
2-Hexanone
p-Isopropyltoluene
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Methyl-tert-butyl ether
Naphthalene
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane'
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
m&p-Xylene
o-Xylene
4-Bromofluorobenzene (S)
Dibromofluoromethane (S)
1,2-Dichloroethane-d4 (S)
Tbluene-d8 (S)
2320BAlkalinity
Alkalinity, Total as CaCO3
300.0 IC Anions 28 Days
Sulfate
353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate
4600 Chloride
Chloride
Analytical Method: EPA 8260
ND ug/L
ND ug/L
ND ug/L
ND ug/L
6050 ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND 6g/L
1320 ug/L
4740 ug/L
ND ug/L
ND ug/L
12300 ug/L
ND ug/L
151000 ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
104 %
118 %
123 %
93 %
Analytical Method: SM 2320B
14.4 mg/L
Analytical Method: EPA 300.0
ND.mg/L
Analytical Method: EPA 353.2
0.48 mg/L
Analytical Method: SM 4500-CI-E
.ND mg/L
1000 1000
1000 1000
5000 1000
1000 1000
2000 1000
5000 1000
1000 .1000
1000 1000
1000 1000
1000 1000
1000 1000
1000 1000
1000 1000
1000 1000
1000 1000
1000 1000
1000 1000
1000 1000
1000 1000
1000 1000
2000 1000
1000 1000
2000 1000
1000 1000
70-130 1000
70-130 1000
70-130 1000
70-130 1000
5.0 1
5.0 1
0.10 1
5.0 1
09/24/10 15:38 100-41-4
09/24110 15:38 87-68-3
09/24/10 15:38 591-78-6
09/24/10 15:38 99-87-6
09/24/10 15:38 75-09-2
09/24/10 15:38 108-10-1
09/24/10 15:38 1634-04-4
09/24/10 15:38 91-20-3
09/24/10 15:38 100-42-5
09/24/10 15:38 630-20-6
09/24110 15:38 79-34-5
09/24/10 15:38 127-18-4
09124/10 15:38 108-88-3
09/24/10 15:38 87-61-6
09/24/10 15:38 120-82-1
09/24/10 15:38 71-55-6
09124/10 15:38 79-00-5
09/24/10 15:�8 79-01-6
09/24/10 15:38 75-69-4
09/24/10 15:38 96-18-4
09/24/10 15:38 108-05-4
09/24/10 15:38 75-01-4
09124/10 15:38 179601-23-1
09124/10 15:38 95-47-6
09/24/10 1 5f38 460-00-4
09/24/10 15:38 1868-53-7
09/24/10 15:38 17060-07-0
09/24/10 15:38 2037-26-5
09/24/10 16:20
09/29/10 07:13 14808-79-8
09/23/10 23:01
09/29/10 11:09 16887-00-6
Date: 10/04/2010 09:51 AM REPORT OF LABORATORY ANALYSIS Page4of25
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
�0

.1�55'ceAndljtical'
vmw.pacelabs.com
Project: TEC-Fairview Pilot Test
Pace Project No.: 9278187
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-40WT LabID: 9278187002 Collected: 09122/10 10:41 Received: 09/22/10 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP Analytical Method: EPA 6010 Preparation Method: EPA 3010
Arsenic
ND ug/L
5.0
1
09123/10 11:00
09/29/10 23:19
7440-38-2
Cadmium
ND ug/L
1.0
1
09/23/10 11:00
09/29/10 23:19
7440-43-9
Chromium
27.3 ug/L
5.0
1
09/23/10 11:00
09/29/10 23:19
7440-47-3
Copper
10.0 ug/L
5.0
1
09123/10 11:00
09/29110 23:19
7440-50-8
Lead
NID ug/L
5.0
1
09/23/10 11:00
09129110 23:19
7439-92-1
Zinc
18.9 ug/L
10.0
1
09/2M 0 11:00
09129/10 23:19
7440-66-6
7470 Mercury Analytical Method: EPA 7470 Preparation Method: EPA 7470
Mercury
ND ug/L
0.20
1 09/28/10 09:26 09/28/10 11:06 7439-97-6
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND ug/L
25.0
1
09/24/10,16:04 67-64-1
Benzene
ND ug/L
1.0
1
09/24/10 16:04 71-43-2
Bromobenzene
ND ug/L
1.0
1
09/24/10 16:04 108-86-1
Bromochloromethane
ND ug/L
1.0
1
09/24/10 16:04 74-97-5
Bromodichloromethane
NID ug/L
1.0
1
09/24/10 16:04 76-27-4
ND ug/L
1.0
1
09/24/10 16:04 75-25-2
Aromomethane
ND ug/L
2.0
1
09/24/10 16:04 74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
09/24/10 16:04 78-93-3
Carbon tetrachloride
NID ug/L
1.0
1
09/24110 16:04 56-23-5
Chlorobenzene
ND ug[L
1.0
1
09/24/10 16:04 108-90-7
Chlonbethane
ND-tuo/L
1-0-
-1
09/24/10 16:04 76-00-3-
Chloroform
2.8 ug/L
1.0
1
09/24/10 16:04 67-66-3
Chloromethane
ND ug/L
1.0
1
09/24/10 16:04 74-87-3
2-Chlorotoluene
Nb ug/L
1.0
1
09/24/10 16:04 95-49-8
4-Chlorotoluene
ND ug/L
1.0
1
09/24/10 16:04 106-43-4
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
09/24/10 16:04 96-12-8.
Dibromochloromethane
ND ug/L
1.0
1
09/24/10 16:04 124-48-1
1,2-Dibromoethane (EDB)
NID ug/L
1.0
1
09/24/10 16:04 106-93-4
Dibromomethane
ND ug/L
1.0
1
09/24110 16:04 74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
09/24110 16:04 95-50-1
1,3-Dichlorob'enzene
ND ug/L
1.0
1
09/24110 16:04 541-73-1
1,4-Dichlorobenzene
ND ug/L
1.0
1
09/24/10 16:04 106-46-7
Dichlorodifluoromethane
ND ug/L
1.0
1
09/24/10 16:04 75-71-8
1,1-Dichloroethane
NID ug/L
1.0
1
09/24/10 16:04 75-34-3
1,2-Dichloroethane
ND ug/L
1.0
1
09/24/10 16:04 107-06-2
1,1-Dichloroethene
ND ug/L
1.0
1
09/24/10 16:04 75-35-4
cis-1,2-Dichloroethene
ND ug/L
1.0
1
09/24/10 16:04 156-59-2
trans-1,2-Dichloroethene
ND ug/L
1.0
1
09/24/10 16:04 156-60-5
1,2-Dichloropropane
ND ug/L
1.0
1
09/24/10 16:04 78-87-5
1,3-Dichloropropane
ND ug/L
1.0
1
09/24/10 16:04 142-28-9
2,2-Dichloropropane
ND ug/L
1.0
1
09124/10 16:04 594-20-7
IJ-Dichloropropene
ND ug/L
1.0
1
09/24/10 16:04 563-58-6
cis-1,3-Dichloropropene
ND ug/L
1.0
1
09/24110 16:04 10061-01-5
trans-1,3-Dlchlor�opropene
ND ug/L
1.0
1
09/24/10 16:04 10061-02-6
Diisopropyl ether
ND ug/L
1.0
1
09124/10 16:04 108-20-3
10/04/2010 09:51 AM
REPORT OF LABORATORY ANALYSIS
This report shall
not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
�0 L..
Page 5 of 25

acieAnalXical
www.pacelabs.com
Project: TEC-Fairview Pilot Test
Pace Project.No.: 9278187
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
. [phone]
Sample: MW-40WT LablD: 9278187002 Collected: 09/22/10 10:41 Received: 09/22/10 16:22 Matrix: Water
Parameters Results Units ReportLimit . DF Prepared Analyzed CAS No. ' Qual
8260 MSV Low Level
Ethylbenzene
Hexachloro-1,3-butadiene
2-Hexanone
p-Isopropyltoluene
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Methyl-tert-butyl ether
Naphthalene
styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,1,1-Trichloroethane
1,1,2-T(ichloroethane
Trichloroethene
Trichlorofluoromethane
1,,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
m&p-Xylene
o-Xylene
4-Bromofluorobenzene (S)
Dibromofluoromethane (S)
1,2-Dichloroethane-d4 (S)
Tbluene-d8 (S)
2320B Alkalinity
Alkalinity, Total as CaCO3
300.0 IC Anions 28 Days
Sulfate
353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate
4600 Chloride
Chloride
Date:.10/04/2010 09:51 AM
Analytical Method: EPA 8260
ND ug/L
1.0
ND ug/L
1.0
ND ug/L
5.0
ND ug/L
1.0
ND ug/L
2.0
ND ug/L
6.0
ND ug/L
1.0
ND ug/L
1.0
ND ug/L
1.0
ND ug/L
1.0
ND ug/L
1.0
ND ug/L
1.0
ND ug/L
1.0
ND ug/L
1.0
ND ug/L
1.0
ND ug/L
1.0
ND ub/L
1.0
4.6 Lig/L
1.0
ND ug/L
1.0
.ND ug/L
1.0
ND ug/L
2.0
ND ug/L
1.0
ND ug/L
2.0
ND ug/L
1.0
100 %
70-130
118 %
70-130
124 %
70-130
99 %
70-130
Analytical Method: SM 2320B
12.4 mg/L 5.0
Analytical Method: EPA300.0
ND mg/L 5.0
Analytical Method: EPA.353.2
2.9 mg/L 0.10
Analytical Method: SM 4500-CI-E
ND mg/L . 5.0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
09/24/10 16:04
.100-41-4
09/24/10 16:04
87-68-3
09124/10 16:04
591-78-6
09/24/10 16:04
99-87-6
09/24/10 16:04
75-09-2
09/24/10 16:04
108-10-1
09/24/10 16:04
1634-04-4
09/24/10 16:04
91-20-3
09/24/10 16:04
100-42-5
09/24110 16:04
630-20-6
09/24/10 16:04
79-34-5
09/24/10 16:04
127-18-4
09/24/10 16:04
108-88-3
09/24/10 16:04
87-61-6
09/24110 16:04
120-82-1
09/24/10 16:04
71-55-6
09/24/10 16:04
79-00-5
09/24/10 16:04
79-01-6
09/24/10 16:04
75-69-4
09/24110 16:04
96-18-4
09/24/10 16:04
108-05-4
09/24/10 16:04
75-01-4
09/24/10 16:04
179601-23-1
09/24110 16:04
95-47-6
09/24/10 16:04
460-00-4
09124/10 16:04
1868-53-7
09/24/10 16:04
17060-07-0
09/24/10 16:04
2037-26-5
09/24/10 16:20
09/29/10 07:37 14808-79-8
09/23/10 22:56
09/29/10 11:09 16887-00-6
Page 6 of 25

a Analjtical'
1c ev&W'pacelabs.com
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 2807.8
[phone]
Project: TEC-Fairview Pilot Test
Pace Project No.: 9278187
Sample: MW-41WT Lab ID: 9278187003 Collected: 09/22/1009:40 Received: 09/22/1016:22 Matdx:Water
Parameters Results Units Report Limit DIF Prepared Analyzed CAS No. Qual
6010 MET 1CP Analytical Method: EPA6010 Preparation Method: EPA3010
Arsenic
ND ug/L
5.0
1 09/23/10 11:00
09/29/10 23:23 7440-38-2
Cadmium
NID ug/L
1.0
1 09/23110 11:00
09/29/10 23:23
7440-43-9
Chromium
126 ug/L
5.0
1 09/23/10 11:00
09/29110 23:23
7440-47-3
Copper
8.2.8 ug/L
5.0
1 09/23t10 11:00
09/29/10 23:23
7440-50-8-
Lead
11.1 ug/L
5.0
1' 09/23/10 11:00
09/29/10 23:23
7439-92-1
Zinc
95.9 ug/L
10.0
1 09/23/10 11:00
09/29/10 23:23
7440-66-6
7470 Mercury
Analytical Method: EPA 7470 Preparation
Method: EPA 7470
Mercury
ND ug/L
0.20
1 09128110 09:26
09/28110 11:08
7439-97-6
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND ug/L
25.0
1
09/24/10 16:30
67-64-1
Benzene
ND ug/L
1.0
1
09/24/10 16:30
71-43-2
Bromobenzene
ND ug/L
1.0
1
09/24110 16:30
108-86-1
Bromochloromethane
ND ug/L
1.0
1
09/24/10 16:30
74-97-5
Bromodichloromethane
ND ug/L
1.0
1
09/24/10 16:30
75-27-4
3romoform
NID ug/L
1.0
1
09/24/10 16:30
75-25-2
ND ug/L
2.0
1
09/24/10 16:30
74-83-9
2-Butanone (MEK)
NID ug/L
5.0
1
09/24/10 16:30
78-93-3
Carbon tetrachloride
NID ug/L
1.0
1
09/24/10 16:30
56-23-5
Chlorobenzene
ND ug/L
1.0
1
09/24/10 16:30
108-90-7
Chloroetha-ne
ND-ug-/L
1.0
1
09/24/10 16:30 -
75-00-3
Chloroform
3.4 ug/L
1.0
1
09/24/10 16:30
67-66-3
Chloromethane
ND ug/L
1.0
1
09/24/10 16:30
74-87-3
2-Chlorotoluene
ND ug/L
1.0
1
09124/10 16:30
95-49-8
4-Chlorotoluene
ND ug/L
1.0
1
09/�4110 16:30
106-43-4
1,2-Dibromo-3-chloropropane
NID ug/L
5.0
1
09/24/10 16:30
96-12-8
Dibromochloromethane
ND ug/L
1.0
1
09/24/10 16:30
124-48-1
1,2-Dibromoethane (EDB) -
NID ug/L
1.0
1
09124/10 16:30
106-93-4
Dibromomethane
ND ug/L
1.0
1
09/24/10 16:30
74-95-3
1,2-Dichlorobenzene
NID ug/L
1.0
1
09124/10 16:30
95-50-1
1,3-Dichlorobenzene
ND ug/L
-1.0
1
09/24/10 16:30
541-73-1
1,4-Dichlorobenzene
ND ug/L
1.0
1
09/24/10 16:30
106-46-7
Dichlorodifluoromethane
NID ug/L
1.0
1
09/24/10 16:30
75-71-8
1,1-Dichloroethane
ND ug/L
1.0
1
09/24/10 16:30
75-34-3
1,2-Dichloroethane
ND ug/L
1.0
1
09/24/10 16:30
107-06-2
1,1-Dichloroethene
ND ug/L
1.0
1
09/24/10 16:30
75-35-4
cis-1,2-Dichloroethene
ND ug/L
1.0
1
09/24/10 16:30
156-59-2
trans-1,2-Dichloroethene
ND ug/L
1.0
1
09/241/10 16:30
156-60-5
1,2-Dichloropropane
ND ug/L
1.0
1
09/24/10 16:30
78-87-5
1,3-Dichlor opropane
ND ug/L
1.0
1
09/24/10 16:30
142-28-9
2,2-Dichloropropane
ND ug/L
1.0
1
09/24/10 16:30
594-20-7
1,1-Dichloropropene
ND ug/L
1.0
1
09/24/10 16:30
563-58-6
cis-1,3-Dichloropropene
NID ug/L
1.0
1
09124/10 16:30
10061-01,-5
trans-1,3-Dichloropropene
ND ug/L
1.0
1
09/24/10 16:30
10061-02-6
Dilsopropyl ether
ND ug/L
1.0
1
09/24/10 16:30
108-20-3
)Date: 10/04/2010 09:51 AM
REPORT OF LABORATORY
ANALYSIS
Page 7 of 25
This report shall not be reproduced,
except in full,
without the written consent
of Pace Analytical Services, Inc..

WaeAnaljftal
ww.pdce1abs.wm
Project: TEC-Fairview Pilot Test
Pace Project No.: 9278187
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2225 Riverside Dr. 9800 Kincey Ave. Suite 100
Asheville, KC 28804 Huntersville, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Sample: MW-41W'r Lab ID: 9278187003 Collected: 09/22/1009:40 Received: 0912211016:22 Matrix:Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qua]
8260 MSV Low Level Analytical Method: EPA 8260
Ethylbenzene
ND ug/L
1.0
1
09/24/10 16:30
100-41-4
Hexachloro-1,3-butadiene
ND ug/L
1.0
1
09/24/10 16:30
87-68-3
2-Hexanone
ND ug/L
5.0
1
09/24/10 16:30
591-78-6
p-lsopropyltoluene
ND ug/L
1.0
1
09/24/10 16:30
99-87-6
Methyiene Chloride
ND ug/L
2.0
1
09/24/10 16:30
75-09-2
4-Methyl-2-pentanone (MIBK)
ND ug/L
5.0
1
09/24/10 16:30
108-10-1
Methyl-tert-butyl ether
ND ug/L
1.0
1
09/24/10 16:30
1634-04-4
Naphthalene
ND ug/L
1.0
1
09/24/10 16:30
91-20-3
Styrene
ND ug/L
1.0
1
09/24/10 16:30
100-42- - 5
1,1,1,2-Tetrachloroethane
ND ug/L
1.0
1
09/24/10 16:30
630-20-6
1,1,�,2-Tetrachloroethane
ND ug/L
1.0
1
09/24110 16:30
79-34-5
Tetrachloroethene
ND ug/L
1.0
1
09/24110 16:30
127-18-4
Toluene
ND ug/L
1.0
1
09/24/10 16:30
108-88-3
1,2,3-Tr'ichlorobenzene
ND ug/L
1.0
1
09/24/10 16:30
87-61-6
1,2,4-Tr'ichlorobenzene
ND ug/L
1.0
1
09/24/10 16:30
120-82-1
1,1,1-T(ichloroethane
ND ug/L
1.0
1
09/24/10 16:30
71-55-6
1,1,2-Trichloroethane
ND ug/L
1.0
1
09/24110 16:30
79-00-5
Trichloroethene
ND ug/L
1.0
1
09/24110 16:30
79-01-6
Trichlorofluoromethane
ND ug/L
1.0
1
09124/10 16:30
75-69-4
1,2,3-Trichloropropane
ND ug/L
1.0
1
09124/10 16:30
96-18-4
Vinyl acetate
ND ug/L
2.0
1
09/24/10 16:30
108-05-4
Vinyl chloride
ND ug/L
1.0
1
09124/10 16:30
75-01-4
m&p-Xylene
ND ug/L
2.0
1
09/24/10 16:3b
179601-23-1
o-Xylene
ND ug/L
1.6
1
09/24110 16:30
95-47-6
4-Bromofluorobenzene (S)
100 %
707130
1
09/24/10 16:30
460-00-4
Dibromofluoromethane (S)
118 %
70-130
1
09/24/10 16:30
1868-53-7
1,2-Dichloroethane-d4 (S)
122 %
70-130
1
09124/10 16:30
17060-07-0
Tbluene-d8 (S)
99 %
70-130
1
09/24/10 16:30
2037-26-5
2320B Alkalinity
Analytical Method: SM 2320B
Alkalinity, Total as CaCC3
10.3 mg/L
5.0
1
09/24110 16:20
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
ND mg/L
5.0
1
09/29110 08:48
14808-79-8
353.2 Nitrogen, N021NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
3.3 mg/L
010
1
09/23/10 22:55
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
ND mg/L
5.0
1
09/29/10 11:09
16887-00-6
Date: 10/04/2010 09:51 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 8 of 25

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2225 Riverside Dr. 9SOOKinceyAve. Suite 100
Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project: TEC-Fairview Pilot Test
Pace Project No.: 9278187
Sample: RW-6
Parameters
Lab ID: 9278187004 Collected: 09/22/10 12:37
Results Units Report Limit DF
Received: 09122/10 16:22 Matrix: Water
Prepared Analyzed CAS No. Qual
6010 MET ICP
Analytical Method: EPA 6010 Preparation Method: EPA 3010
Arsenic
ND ug/L
5.0
1
09123/10 11:00
09/29/10 23:27 7440-38-2
Cadmium
ND ug/L
1.0
1
09/23/10 11:00
09/29/10 23:27. 7440-43-9
Chromium
ND ug/L
5.0
1
09/23110 11:00
09/29/10 23:27 7440-47-3
Copper
ND ug/L
5.0
1
09/23/10 11:00
09129/10 23:27 7440-50-8
Lead
ND ug/L
5.0
1
09123/10 11:00
09/29/10 23:27 7439-92-1
Zinc
30.8 ug/L
10.0
1
09/23/10 11:00
09/29/10 23:27 7440-66-6
7470 Mercury
Analytical Method: EPA 7470 Preparation Method: EPA 7470
Mercury
ND ug/L
0.20
1
09/28/10 09:26
09/28/10 11:11 7439-97-6
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND ug/L
125
5
09/24/10 19:56 67-64-1
Benzene
ND ug/L
5.0
6
09/24/10 19:56 71-43-2
Bromobenzene
ND ug/L
5.0
6
06/24/10 19:56 108-86-1
Bromochloromethane
ND ug/L
5.0
5
09/24/10 19:56 74-97-5
Bromodichlorom ethane
ND ug/L
5.0
5
09/24110 19:56 75-27-4
ND ug/L
5.0
5
09/24/10 19:56 75-25-2
,Iromomethane
ND ug/L
10.0
5
09/24/10 19:66 74-83-9
-'-'-Butanone (MEK)
ND ug/L
25.0
5
09/24/10 19:56 78-93-3
Carbon tetrachloride
ND ug/L
5.0
5
09/24/10 19:56 56-23-5
Chlorobenzene
ND ug/L
5.0
5
09/24110 19:56 108-90-7
Chloroethane
ND ug/L
5.0
5
09/24/10 19:56- 75-00-3
Chloroform
ND ug/L
5.0'
5
09/24/10 19:56 67-66-3
Chloromethane
ND ug/L
5.0
5
09/24/10 19:56 74-87-3
2-Chlorotoluene
ND ug/L
5.0
5
09/24/10 19:56 95-49-8
4-Chlorotoluene
ND. ug/L
5.0
5
09/24/10 19:56 106-43-4
1,2-Dibromo-3-chloropropane
ND ug/L
25.0
5
09/24110 19:56 96-12-8
Dibromochloromethane
ND ug/L
5.0
5
09/24/10 19:56 124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
5.0
5
09/24/10 19:56 106-93-4
Dibromomethane
ND ug/L
5.0
5
09/24/10 19:56 74-95-3
1,2-Dichlorobenzene-
ND ug/L
5.0
5
09/24/10 19:56 95-50-1
1,3-Dichlorobenzene
ND ug/L
5.0
5
09124110 19:56 541-73-1
1,4-Dichlorobenzene
ND ug/L
5.0
5
09/24/10 19:56 106-46-7
Dichlorodifluoromethane
ND ug/L
5.0
5
09/24/10 19:56 75-71-8
1,1-Dichloroethane
ND ug/L
5.0
5
09124/10 19:56 75-34-3
1,2-Dichloroethane
ND ug/L
5.0
5
09/24/10 19:56 107-06-2
1,1-Dichloroethene
ND ug/L
5.0
5
09/24110 19:56 75-35-4
cis-1,2-Dichloroethene
5.2 ug/L
5.0
5
09/24/10 19:56 156-59-2
trans-1,2-Dichloroethene
ND ug/L
5.0
5
09/24/10 19:56 156-60-5
1,2-Dichloropropane
ND ugIL
5.0
5
09/24/10 19:56 78-87-5
1,3-Dichloropropane
ND ug/L
5.0
5
09/24110 19:56 142-28-9
2,2-Dichloropropane
ND ug/L
5.0
5
09124/10 19:56 594-20-7
I,I-Dichloropropene
NID ug/L
5.0
5
09/24110 19:56 563-58-6
cis-1,3-Dichloropropene
ND ug/L
5.0
5
09/24110 19:56 10061-01-5
trans-1,3-Dichloropropene
ND ug/L
5.0
5
09/24/10 19:56 10061-02-6
Diisopropyl ether
ND ug/L
5.0
5
09/24/10 19:56 108-20-3
-1)ate: 10/04/2010 09:51 AM
REPORT OF -LABORATORY ANALYSIS
-
Page 9 of 25
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
eAnal 2225 Riverside Dr. 9800 KinceyAve. Suite 100
wwwmpa Gom Asheville, NC 28804 Huntersville, Nt 28078
��acl . [phone] [phone]
ANALYTICAL RESULTS
Project: TEC-Fairview Pilot Test
Pace Project No.: 9278187
Sample: RW-6
Parameters
Lab ID: 9278187004 Collected: 09/22/10 12:37
Results Units Report Limit DF
Received: 09/22110 16:22 Matrix: Water
Prepared Analyzed CAS No. Qual
8260 MSV Low Level
Analytical Method: EPA 8260
Ethylbenzene
ND ug/L
5.0
5
09/24/10 19:56 100-41-4
Hexachloro-1,3-butadiene
ND ug/L
5.0
5
09/24/10 19:56 87-68-3
2-Hexanone
ND ug/L
25.0
5
09/24/10 19:56 591-78-6
p-Isopropyltoluene
ND ug/L
5.0
5
09/24/10 19:56 99-87-6
Methylene Chloride
ND ug/L
10.0
5
09/24/10 19:56 75-09-2
4-Methyl-2-pentanone (MIBK)
ND ugiL
25.0
5
09/24/10 19:56 108-10-1
Methyl-tert-butyl ether
ND ug/L
5.0
5
09/24110 19:56 1634-04-4
Naphthalene
ND ug/L
5.0
5
09/24/10 19:56 91-20-3
Styrene
ND ug/L
5.0
5
09/24/10 19:66 100-42-5
1,1,1,2-Tetrachloroethane
ND ug/L
5.0
5
09/24/10 19:66 630-20-6
1,1,2,2-Tetrachloroethane
ND ug/L
5.0
5
09/24/10 19:56 79-34-5
Tetrachloroethene
29.0 ug/L
5.0
5
09/24/10 19:56 127-18-4
Toluene
ND ug/L
5.0
5
09/24/10 19:56 108-88-3
1,2,3-Trichlorobenzene
ND ug[L
5.0
5
09/24/10 19:56 87-61-6
1,2,4-Trichlorobenzene
ND ug/L
5.0
5
09/24/1.0 19:56 120-82-1
1,1,1-Trichloroethane
6.2 ug/L
5.0
5
09/24/10 19:56 71-55-6
1,1,2-Trichloroethane
ND ug/L
6.0
5
09/24/10 19:56 79-00-5
Trichloroethene
339 ug/L
5.0
5
09/24/10 19:56 79-01-6
Trichlorofluoromethahe
ND ug/L
5.0
5
09/24110 19:56 75-69-4
1,2,3-Trichloropropeine
ND ug/L
5.0
5
09/24/10 19:56 96-18-4
Vinyl acetate
ND ug/L
10.0
5
09/24/10 19:56 108-05-4
Vinyl chloride
ND ug/L
5.0
5-
09/24110 19:56 75-01-4
m&p-Xylene
ND ug/L
10.0
5
09/24/10 19:56 179601-23-1
o-Xylene
ND ug/L
5.0
5
09/24/10 19:56 95-47-6
4-Bromofluorobenzene (S)
101 %
70-130
5
09/24/10 19:56 460-00-4
Dibromofluoromethane (S)
115 %
70-136
5
09/24/10 19:56 1868-53-7
1,2-Dichloroethane-d4 (S)
122 %
70-130
5
09124/10 19:56. 17060-07-0
Tbluene-d8 (S)
93 %
70-130
5
09/24/10 19:56 2037-26-5
2320B Alkalinity
Analytical Method: SM 21320B
Alkalinity, Total as CaCO3
35.0 mg/L
5.0
1
09124/10 16:21
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
ND mg/L
5.0
1
09/29/10 09:11 14808-79-8
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
2.8 mg/L
0.10
1
09/23/10 28:02
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
6.2 mg/L
5.0
1
09/29/10 11:09 16887-00-6
Date: 10/04/2010 09:51 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..
%o ACC,'
Page10of25

a Aiiaijdical"
'Ce"apacelak.com
Project:
Pace Project No.
Sample: RW-7
TEC-Fairview Pilot Test
9278187
Parameters
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Lab ID: 9278187005 Collected: 09/2211013:31 Received: 09/2211016:22 Matrix: Water
Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP Analytical Method: EPA 6010 Preparation Method: EPA 3010
Arsenic
1440 ug/L
500
1
09123110 11:00
09/29/10 23:30 7440-38-2
Cadmium
ND ug/L
100
1
09/23/10 11:00
09129/10 23:30 7440-43-9
D3
Chromium
.2860 ug/L
500
1
09/23/10 11:00
09/29110 23:30 7440-47-3
Copper
ND ug/L
500
1
09/23/10 11:00
09/29/10 23:30 7440-50-8
D3
Lead
626 ug/L
506
1
09/23110 11:00
09/29/10 23:30 7439-92-1
Zinc
ND ug/L
1000
1
09/23110 11:00
09129/10 23:30 7440-66-6
D3
7470 Mercury
Analytical Method: EPA 7470 Preparation Method: EPA 7470
'Mercury
3.2 ug/L
0.20
1
09/28110 09:26
09/28/10 11:13 7439-97-6
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND ug/L
500000
20000
09/24110 16:55 67-64-1
D3
Benzene
ND ug/L
20000
20000
09/24/10 16:55 71-43-2
Bromobenzene
ND ug/L
20000
20000
09/24/10 16:55 108-86-1
Bromochloromethane
ND ug/L
20000
20000
09/24/10 16:65 74-97-5
Bromodichloromethane
ND ug/L
20000
20000
09124/10 16:55 75-27-4
'3romoform
ND ug/L
20000
20000
09/24/10 16:55 16-25-2
3romomethane
ND ug/L
40000
200110
09/24/10 16:55 74-83-9
2-Butanone (MEK)
ND ug/L
100000
20000
09/24/10 16:55 78-93-3
Carbon tetrachloride
ND ug/L
20000
20000
09/24/10 16:55 56-23-5
Chlorobenzene
ND ug/L
20000
20000
09/24/10 16:55 108-90-7
Chloroethane
ND ug/L
20000
20000
09/24/10 16:55 -75-00-3
Chloroform
ND ug/L
20000
20000
09/24/10 16:55 67-66-3
Chlor6methane
ND ug/L
20000
20000
09/24/10 16:55 74-87-3
2-Chlorotoluene
ND ug/L
20000
20000
09/24110 16:55 95-49-8
4-C,hlorotoluene
ND ug/L
20000
20000
09/24110 16:55 106-43-4
1,2-Dibromo-3-chloropropane
ND ug/L
100000
20000
09/24/10 16:55 96-12-8
Dibromochloromethane
ND ug/L
20000
20000
09/24/10 16:55 124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
20000
20000
09124/10 16:55 106-93-4
Dibromomethane
ND ug/L
20000
20000
09/24/10 16:55 74-95-3
1,2-Dichlorobenzene
ND ug/L
20000
20000
09/24110 16:55 95-50-1
1,3-Dichlorobenzene
ND ug/L
20000
20000
09/24/10 16:55 541-73-1
1,4-Dichlorobenzene
ND ug/L
20000
20000
09/24/10 16:55 106-46-7
Dichlorodifluoromethane
ND ug/L
20000
20000
09/24/10 16:55 75-71-8
1,1-Dichloroethane
ND ug/L
20000
20000
09/24/10 16:55 75-34-3-
1,2-Dichloroethane
ND ug/L
20000
20000
.09/24/10 16:55 107-06-2
1,1-Dichloroethene
ND ug/L
20000
20000
09/24/10 16:55 75-35-4
cis-1,2-Dichloroethene
ND ug/L
20000
20000
09/24/10 16:55 156-69-2
trans-1,2-Dichloroethene
ND ug/L
20000
20000
09124/10 16:55 156-60-5
1,2-Dichloropropane
ND ug/L
20000
20000
09/24110 16:55 78-87-5
1,3-Dichloropropane
ND ug/L
20000
20000
09/24110 16:55 142-28-9
2,2-Dichloropropane
ND ug/L
20000
20000
09/24/10 16:55 594-20-7
1,1-Dichloropropene
ND ug/L
20000
20000
09/24/10 16:55 563-58-6
cis-1,3-Dichloropropene
ND ug/L
20000
20000
09/24/1'0 16:55 10061-01-5
trans-1,3-Dichloropropene
-ND ug/L
20000
20000
09/24110 16:55 10061-02-6
Dilsopropyl ether
ND ug/L
20000
20000
09/24110 16:5.5 108-20-3
J)ate: 10/0412010 09:51 AM REPORT OF LABORATORY ANALYSIS Page 11 of 25
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Icca,

Race Analytical Services, Inc. Pace Analytical Services, Inc.
eAnalXical 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
www.pacelabs.com Asheville, NC 28804 Huntersville, NC 28078
(828)?54-7176 [phone]
ANALYTICAL RESULTS
Project: TEC-Fairview Pilot Test
Pace Project No.: 9278187
Sample: RW-7 Lab ID: 9278187005 Collected: 09/22/10 13:31 Received: 09/22/10 16:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed . CAS No. Qual
8260 MSV Low Level Analytical Method: EPA 8260
Ethylbenzene
ND ug/L
20000
20000
09/24/10 16:55 100-41-4
Hexachloro-1,3-butadiene
ND ug[L
20000
20000
09/24/10 16:65 87-68-3
2-Hexanone
ND ug[L
100000
20000
09/24/10 16:55 591-78-6
p-Isopropyltoluene
ND ug/L
20000
20000
09/24/10 16:55 99-87-6
Methylene Chloride
ND ug[L
40000
20000
09/24/10 16:55 75-09-2
4-Methyl-2-pentanone (MIBK)
ND ug/L
100000
20000
09/24/10 16:55 108-10-1
Methyl-tert-butyl ether
ND ug/L
20000
20000
09/24110 16:55 1634-04-4
Naphthalene
ND ug/L
20000
20000
09/24/10 16:55 91-20-3
Styrene
ND ug/L
20000
20000
09/24/10 16:55 100-42-5
1,1,1,2-Tetrachloroethane
ND ug/L
20000
20000
09124/10 16:55 630-20-6
1,1,2,2-Tetrachloroethane
ND ug/L
20000
20000
09/24/10 16:55 79-34-5
Tetrachloroethene
ND ug/L
20000
20000
09/24/10 16:55 127-18-4
Toluene
ND ug/L
20000
20000
09/24/10 16:55 108-88-3
1,2,3-Trichlorobenzene
ND ug/L
20000
20000
09/24/10 16:55 87-61-6
1,2,4-T(ichlorobenzene
ND ug/L
20000
20000
09/24/10 16:55 120-82-1
1,1,1-Tr'ichloroethane
ND ug/L
20000
20000
09/24110 16:55 71-55-6
1,1,2-Trichloroethane
ND ug/L
20000
20000
09/24110 16:55 79-00-5
Trichloroethene
ND ug/L
20000
20000
09/24/10 16:55 79-01-6
Trichlorofluoromethane
ND ug/L
20000
20000
09124/10 16:55 75-69-4
1,2,3-Trichloropropane
ND ug/L
20000
20000
09/24110 16:55 96-18-4
Vinyl acetate
ND ug/L
40000
20000
09/24/10 16:55 108-05-4
chloride
ND ug/L
20000
20000
09/24/10 16:55 75-01-4
-Vinyl
M&P-xylene
ND ug/L
40000
20000
09/24/10 16:55 179601-23-1
o-Xylene
ND ug/L
20000
20000
09/24/10 16:55 95-47-6
4-Bromofluorobenzene (S)
96 %
70-130
20000
09124/10 16:55 460-00-4
Dibromofluoromethane (S)
117 %
70-130
20000
09/24110 16:55 1868-53�7
1,2-Dichloroethane-d4 (S)
124 %
70-130
20000
09/24110 16:55 17060-07-0
Tbluene-d8 (S)
99 %
70-130
20000
09/24110 16:55 2037-26-5
2320B Alkalinity
Analytical Method: SM 2320B
Alkalinity, Total as CaCO3
259 mg/L
5.0
1
09/24110 16:29
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
ND mg/L
25000
5000
09/29/10 13:46 14808-79-8
353.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
ND mg/L
1000
10000
09/23/10 23:07
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
ND mg/L
10000
2000
09/29/10 11:11 16887-00-6
Date: 10/0412010 09:51 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
D3
Page 12 of 25

QD Pace Analytical Services, Inc. Pace Analytical Services, Inc.
1�2ceAnalyfical 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
wwwpacelabsxom Asheville, N.C.28804 Huntersville, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project: TEC-Fairview Pilot Test
Pace Project No.: 9278187
Sample: Trip Blank Lab LabID: 9278187006 Collected: 09/22/1000:00 Received: 09/22/1016:22 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260 MSV Low Level Analytical Method: EPA 8260
Acetone
NID ug/L
25.0
1
09124/10 12:14 67-64-1
Benzene
ND ug/L
1.0
1
09/24/10 12:14 71-43-2
Bromobenzene
NID ug/L
1.0
1
09/24/10 12:14 108-86-1
Bromochloromethane
NID ug/L,
1.0
1
09/24/10 12:14 74-97-5
Bromodichloromethane
ND ug/L
1.0
1
09/24110 12:14 75-27-4
Bromoform
NID ug/L
1.0
1
09/24110 12:14 75-25-2
Bromomethane
ND ug/L
2.0
1
09/24/10 12:14 74-83-9
2-Butanone (MEK)
NID ug/L
5.0
1
09/24/10 12:14 78-93-3
Carbon tetrachloride
NID ug/L
1.0
1
09/24/10 12:14 56-23-5
Chlorobenzene
ND ug/L
1.0
1
09124/10 12:14 108-90-7
Chloroethane
NID ug/L
1.0
1
09/24/10 12:14 75-00-3
Chloroform
ND ug/L
1.0
1
09124/10 12:14 67-66-3
Chloromethane
NID ug/L
1.0
1
09/24/10 12:14 74-87-3
2-Chlorotoluene
NID ug/L
1.0
1
09124/10 12:14 95-49-8
4-Chlorotoluene
NID ug/L
1.0
1
09/24/10 12:14 106-43-4
1,2-Dibromo-3-chloropropane
NID ug/L
5.0
1
09/24/10 12:14 96-12-8
Dibromochloromethane
ND ug/L
1.0
1
09/24110 12:14 124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
09124/10 12:14 106-93-4
Dibromomethane
NID ug/L
1.0
1
09/24/10 12:14 74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
09/24/10 12:14 95-50-1
1,3-Dichlorobenzene
NID ug/L
1.0
1
09/24/10 12:14 641-73-1
1,4-Dichlorobenzene
ND ug/L
1.0-
1
09/24/10 12:14 106-46-7
Dichlorodifluoromethane
ND ug/L
1.0
1
09/24/10 12:14 75-71-8
1,1-Dichloroethane
ND ig/L
1.0
1
06124/10 12:14 75-34-3
.1,2-Dichloroethane
ND ug/L
1.0
1
09/24/10 12:14 107-06-2
1,1-Dichloroethene
NID ug/L
1.0
1
.09/24110 12:14 75-35-4
cis-1,2-Dichloroethene
ND ug/L
1.0
1
09/24110 12:14 156-59-2
trans-1,2-Dichloroethene
ND ug/L
1.0
1
09/24110 12:14 156-60-5
1,2-Dichloropropane
ND ug/L
1.0
1
09/24/10 12:14 78-87-5
1,3-Dichloropropane
NID ug/L
1.0
1
09/24/10 12:14 142-28-9
2,2-Dichloropropane
ND ug/L
1.0
1
09/24ilO 12:14 594-20-7
1,1-Dichloropropene
ND ug/L
1.D
1
09124/10 12:14 563-58-6
cis-1,3-Dichloropropene
ND ug/L
1.0
1
09124110 12:14 10061-01-5
trans-1,3-Dichloropropene
ND ug/L
1.0
1
09/24/10 12:14 10061-02-6
Diisopropyl ether
ND ug/L
1.0
1
09/24/10 12:14 108-20-3
Ethylbenzene
ND ug/L
1.0
1
09/24/10 12:14 100-41-4
Hexachloro-1,3-butadiene
ND ug/L
1.0
1
09/24/10 12:14 87-68-3
2-Hexanone
ND ug/L
5.0
1
09124/10 12:14 591-78-6
p-Isopropyltoluene
NID ug/L
1.0
1
09124/10 12:14 99-87-6
Methylene Chloride
NID ug/L
2.0
1
09124110 12:14 75-09-2
4-Methyl-2-pentanone (MIBK).
NID ug/L
5.0
1
09124/10 12:14 108-10-1
Methyl-tert-butyl ether
ND ug/L
1.0
. 1
09/24/10 12:14 1634-04-4
Naphthalene
NID ug/L
1.0
1
09/24/10 12:14 91-20-3
Styrene
NID ug1L
1.0
1
09/24/10 12:14 100-42-5
1,1,1,2-Tetrachloroethane
ND ug/L
1.0
1
09124110 12:14 630-20-6
1,1,2,2-Tetrachloroethane
NID ug/L
1.0 -
1
09/24/10 12:14 79-34-5
Tetrachloroethene
NID ug/L
1.0
1
09124/10 12:14 127-18-4
,---,,Date: 10104/2010 09:51 AM REPORT OF LABORATORY ANALYSIS Page 13 of 25
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

ceAnalWical
ww.pacelabsxom
ac,
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: TEC-Fairview Pilot Test
Pace Project No.: 9278187
Sample: Trip Blank Lab - LablD: 9278187006 Collected: 09/2M0 00:00 Received: 09/22/10 16:22 Matrix: Water
Parameters Results I Units Report Limit DF Prepared Analyzed CAS No. Qual
8260 MSV Low Level AnalyfiGal Method: EPA 8260
Toluene
ND ug/L
1.0
1
09/24110 12:14 108-88-3
1,2,3-Trichlorobenzene
ND ug/L
1.0
1
09124/10 12:14 87-61-6
1,2,4-Tdchlorobenzene
ND ug/L
1.0
1
09/24/10 12:14 120-82-1
1,1,1-Trichloroethane
ND ug/L
1.0
1
09/24/10 12:14 71-55-6
1,1,2-Trichloroethane
ND ug/L
1.0
1
09/24/10 12:114 79-00-5
Trichloroethene
ND ug/L
1.6
1
09124/10 12:14 79-01-6
Tdchlorofluoromethane
ND ug/L
1.0
1
09/24/10 12:14 75-69-4
1,2,3-Trichloropropane
ND ug/L
1.0
1
09/24/10 12:14 96-18-4
Vinyl acetate
ND ug/L
2.0
1
09/24/10 12:14 108-05-4
Vinyl chloride
ND ug/L
1.0
1
09124/10 12:14 75-01-4
m&p-Xylene
ND ug/L
2.0
1
09124/10*12:14 179601-23-1
o-Xylene
ND ug/L
1.0
1
09/24110 12:14 95-47-6
4-Bromofluorobenzene (S)
106 %
70-130
1
09/24110 12:14 460-00-4
Dibrornofluorornethane (S)
118 %
70-130
1
09/24/10 12:14 1868-53-7
1,2-DiGhloroethane-d4 (S)
120 %
70-130
1
09/24/10 12:14 17060-07-0
Tbluene-d8 (S)
102 %
70-130
1
09/24/10 12:14 2037-26-5
Date: 10104/2010 09:51 AM
REPORT
OF LABORATORY ANALYSIS
Page 14 of 25
This report
shall not be reproduced, except in full,
without the written consent of Pace Analytical
Services, Inc..
Acca,

aceAnalytical QD
www.pacelabs.com
Project: TEC-Fairview Pilot Test
Pace Project No.: 9278187
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: MPRP/7114
Analysis Method:
EPA6010
QC Batch Method: EPA 3010
Analysis Description:
6010 MET
Associated Lab Samples: .9278187001,
9278187002, 9278187003, 9278187004, 9278187005
METHOD BLANK: 501469
Matrix: Water
Associated Lab Samples:
9278187001,9278187002,9278187003,9278187004,9278187005
Blank Reporting
Parameter
Units
Result Limit
Analyzed
Arsenic
ug/L
ND
5.0 09/29/10 21:57
Cadmium
ug/L
ND
1.0 09/29/10 21:57
Chromium
ug/L
ND
5.0 09/29/10 21:57
Copper
ug/L
ND
5.0 09/29/10 21:57
Lead
ug/L
ND
5.0 09129/10 21:57
Zinc
ug/L
ND
10.0' 09/29110 21:57
LABORATORY CONTROL SAMPLE:
501470
Parameter
Units
Arsenic
ug/L
' �"admium
ug/L
chromium
ug/L
Copper
ug/L
Lead
ug/L
Zinc
ug/L
MATRIX SPIKE SAMPLE:
501471
Parameter
Units
Arsenic
ug/L
Cadmium
ug/L
Chromium
ug/L
Copper
ug/L
Lead
ug/L
Zinc
ug/L
SAMPLE DUPLICATE: 501472
Parameter
Arsenic
Cadmium
Chromium
Copper
Lead
Zinc
0ate: 10/04/2010 09:51 AM
Qualifiers
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Spike
LCS
LCS
% Rec
Conc.
Result
% Rec
Limits
Qualifiers
500
471
94
80-120
500
473
96
80-120
500
482
96
80-120
500
478
96
80-120
500
476
95
80-120
500
.486
97
80-12 0
9278160011
Spike
]VIS
IVIS
% Rec
Result
Conc.
Result
% Rec
Limits
ND
500
478
96
75-125
ND
500
477
95
75-125
0.83J
500
482
96
75-125
ND
500
485
97
75-125
ND
500
479
96
75-125
7.5J
500
495
97
75-125
9278160012
Dup
Units
Result
Result
ug/L
ND
ND
ug/L
ND
ND
ug/L
0.54J
2AJ
ug/L
ND
ND
ug/L
ND
ND
ug/L
6.8J
6.3J
RPD Qualifiers
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Qualifiers
Page 15 of 25

QD Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2225 Riverside Dr. 9800 Kincey Ave. Suite 100
1.��IaoeAnaljdical Asheville, NC 2880'4 Huntersville, NC 28078
www.pace)abs.corn
QUALITY CONTROL DATA
Project: TEC-Fairview Pilot Test
Pace Project No.: 9278187
[phone] [phone]
QC Batch: MERP/3033 Analysis Method: EPA 7470
QC Batch Method: EPA 7470 Analysis Description: 7470 Mercury
Associated Lab Samples: 9278187001,9278187002,9278187003,9278187004,9278187005
METHOD BLANK: 503510 Matrix: Water
Associated Lab Samples: 9278187001,9278187002,9278187003,9278187004,9278187005
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Mercury ug/L ND 0.20. 09128/10 10:26
LABORATORY CONTROL SAMPLE: 503511
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Mercury ug/L 2.5 2.4 98 80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 603512 503513
IVIS MSD
9277984001 Spike Spike IVIS MSD IVIS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Mercury ug/L ND 2.5 2.5 1.5 1.4 60 57 75-125 4 M1
MATRIX SPIKE-& MATRIX SPIKE DUPLICATE: 503514 503515
IVIS MSD
9278038004 Spike Spike IVIS MSD IVIS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPID Qua[
Mercury ug/L ND 2.5 2.5 1.6 .08J 62 3 75-125 Mi
Date: 10104/2010 09:51 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 16 of 25

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
a AnaIXical" 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
Ice wwwpacelab&coin Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
QUALITY CONTROL DATA
Project: TEC-Fairview Pilot Test
Pace Project No.: 9278187
QC Batch: MSW12366 Analysis Method: EPA 8260
QC Batch Method: EPA 8260 Analysis Description: 8260 MSV Low Level
Associated Lab Samples: 9278187001,9278187002,9278187003,9278187004,9278187005,9278187006
METHOD BLANK: 602507 Matrix: Water
Associated Lab Samples; 9278187001,9278187002,9278187003,9278187004,9278187005,9278187006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
ND
1.0
09/24/10 11:48
1,1,1-Trichloroethane
ug/L
ND
1.0
09/24/10 11:48
1,1,2,2-Tetrachloroethane
ug/L
ND
1.0
09124/10 11:48
1,1,2-Trichloroethane
ug/L
ND
1.0
09/24/10 11:48
M-Dichloroethane
ug/L
ND
1.0
09/24/10 11:48
M-Dichloroethene
ug/L
ND
1.0
09/24/10 11:48
1,1-Dichloropropene
ug/L
ND
1.0
09/24/10 11:48
1,2,3-Trichlorobenzene
ug/L
ND
1.0
09/24/10 11:48
1,2,3-T(ichloropropane
ug/L
ND
1.0
09124/10 11:48
1,2,4-Trichlorobenzene
ug/L
ND
1.0
09/24/10 11:48
1,2-Dibromo-3-chloropropane
ug/L
ND
5.0
09/24/10 11:48
1,2-Dibromoethane (EDB)
ug/L
ND
1.0
09/24/10 11:48
1,2-Dichlorobenzene
ug/L
ND
1.0
09/24/10 11:48
�1,2-Dichloroethane
ug/L
ND
1.0
09124/10 11:48
-'1,2-Dichloropropane
ug/L
ND
1.0
09/24/10 11:48
1,3-Dichlorobenzene
ug/L
ND
1.0
09/24110 11:48
1,3-Dichloropropane
ug/L
ND
1.0
09/24/10 11:48
1,4--Dichlorobenzene
ug/L
NO
1.0
09/24110 11:48
2,2-Dichloropropane
ug/L
ND
1.0
09/24/10 11:48
2-Butanone (MEK)
ug/L
NO
5.0
09/24/10 11:48
2-Chlorotoluene
ug/L
ND
1.0"
09/24110 11:48
2-Hexanone
ug/L
NO
5.0
09/24/10 11:48
4-Chlorotoluene
ug/L
ND
1.0
09/24/10 11:48
4-Methyl-2-pentanone (MIBK)
ug/L
NO
5.0
09/24110 11:48
Acetone
ug/L
ND
25.0
09/24/10 11:48
Benzene
ug/L
NO
1.0
09/24/10 11:48
Bromobenzene
ug/L
ND
1.0
09/24/10 11:48
Bromochloromethane
ug/L
ND
1.0
09124/10 11:48
Bromodichloromethane
ug/L
ND
1.0
09/24/10 11:48
Bromoform'
ug/L
ND
1.0
09/24/10 11:48
Bromomethane
ug/L
ND
2.0
09/24/10 11:48
Carbon tetrachloride
ug/L
ND
1.0
09/24/10 11:48
Chlorobenzene
ud/L
NO
1.0
09/24/10 11:48
Chloroethane
ug/L
ND
1.0
09/24/10 11:48
Chloroform
ug/L
ND
1.0
09/24/10 11:48
Chloromethane
ugtL
NO
1.0
09/24/10 11:48
cis-1,2-Dichloroethene
ug/L
ND
1.0
09/24/10 11:48
cis-1,3-Dichloropropene
dg/L
ND
1.0
09/24/10 11 *48
Dibromochloromethane
ug/L
ND
1.0
09/24110 11:48
Dibromomethane
ug/L
ND
1.0
09/24/10 11:48
Dichlorodifluoromethane
ug/L
ND
1.0
09/24110 11:48
Diisopropyl ether
ug/L
ND
1.0
09/24/10 11:48
Ethylbenzene
ug/L
ND
1.0
09/24/10 11:48
,,___)Date: 10/04/2010 09:51 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc.:
Page 17 of 25

acieAnalyfical
wmpacefabs.com
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NG 28804
[phone]
QUALITY CONTROL DATA
Project: TEC-Fairview Pilot Test
Pace Project No.: 9278187
METHOD BLANK: 502507 Matrix: Water
Associated Lab Samples: 9278187001,9278187002,9278187003,9278187004,9278187005,9278187006
Blank Reporting
Parameter Units Result Limit Analyzed Qualiflers
Hexachloro-1,3-butadiene
ug/L
ND
1.0
09/24/10 11:48
m&p-Xylene
ug/L
ND
2.0
09/24/10 11:48
Methyl-tert-butyl ether
ug/L
ND
1.0
09/24/10 11:48
Methylene Chloride
ug/L
ND
2.0
09/24110 11:48
Naphthalene
ug/L
ND
1.0
09/24/10 11:48
o-Xylene
ug/L
ND
1.0
09/24/10 11:48
p-Isopropyltoluene
ug/L
ND
1.0
09/24/10 11:48
Styrene
ug/L
ND
1.0
09/24/10 11:48
Tetrachloroethene
ug/L
ND
1.0
09/24110 11:48
Toluene
ug/L
ND
1.0
09124110 11:48
trans-1,2-Dichloroethene
ug/L
ND
1.0
09/24/10 11:48
trans-1,3-Dichloropropene
ug/L
ND
1.0
09/24110 11:48
Trichloroethene
ug/L
ND
1.0
09/24/10 11:48
Trichlorofluoromethane
ug/L
NO
1.0
09/24/10 11:48
Vinyl acetate
ug/L
ND
2.0
09/24/10 11:48
Vinyl chloride
ug/L
NO
1.0
09/24/10 11:48
1,2-Dichloroethane-d4 (S)
%
120
70-130
09/24/10 11:48
4-Bromofluorobenzene (S)
%
103
70-130
09124/10 11:48
Dibromofluoromethane (S)
%
118
70-130
09/24/10 11:48
Tbluene-d8 (S)
%
101
70-130
09/24/10 11:48
LABORATORY CONTROL SAMPLE:
Parameter
502508
Units
Spike.
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,1,1,2-Tetrachloroethane
ug/L
50
48.1
96
70-130
1,1,1-Trichloroethane
ug/L
50
47.7
95
70-130
1,1,2,2-Tetrachloroethane
ug/L
50
45.5
91
70-130
1,1,2-Trichloroethane
ug/L
50
49.7
99
70-130
1,1-Dichloroethane
ug/L
50
50.2
100 '
70�1 30
1,1-Dichloroethene
ug/L
50
46.7
93
70-132
1,1-Dichloropropene
ug/L
50
42.8
86
70-130
1,2,3-Trichlorobenzene
ug/L
50
44.3
89
70-135
1,2,3-T(ichloropropane
ug/L
50
43.8
88
70-130
1,2,4-Trichlorobenzene
ug/L
50
48. 5
97
70�134
1,2-Dibromo-3-chloropropane
ug/L
50
47.8
96
70-130
1,2-Dibromoethane (EDB)
ug/L
50
46.2
92
70-130
1,2-Dichlorobenzene
ug/L
50
47.8
96
70-130
1,2-Dichloroethane
ug/L
50
54.0
106
70-130
1,2-Dichloropropane
ug/L
50
44.4
89
70-130
1,3-Dichlorobenzene
ug/L
50
47.2
94
70-130
1,3-Dichloropropane
ug/L
50
43.5
87
70-130
1,4-Dichlorobenzene
ug/L
50
46.4
93
70-130
2,2-Dichloropropane
ug/L
50
51.6
103
58-145
2-Butanone (MEK)
ug/L
100
102
102
70-145
2-Chlorotoluene
ug/L
50
47.7
95
70-130
Date: 10/04/2010 09:51 AM REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical services, Inc..
Acco,
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Qualifiers
Page 18 of 25

oeAnaljftal
wwpacelabs.com
Project: TEC-Fairview Pilot Test
Pace Project No.: 9278187
LABORATORY CONTROL SAMPLE: 502508
Parameter Units
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
Spike LCS LCS % Rec
Conc. Result % Rec Limits Qualifiers
2-Hexanone
ug/L
100
102
102
70-144
4-Chlorotoluene
ug/L
50
48.2
96
70-130
4-Methyl-2-pentanone (MlBK)
ug/L
100
102
102
70-140
Acetone
ug/L
100
104
104
50-175
Benzene
ug/L
50
45.6
91
70-130
Bromobenzene
ug/L
50
48.2
96
70-130
Bromochloromethane,
ug/L
50
46.7
93
70-130
Bromodichloromethane
ug/L
50
46.4
93
70-130
Bromoform
ug/L
50
49.6
99
70-130
Bromomethane
ug/L
60
43.1
86
54-130
Carbon tetrachloride
ug/L
50
56.3
113
70-132
Chlorobenzene
ug/L
50
45.1
90
70-130
Chloroethane
ug/L
50
51.4
103
64-134
Chloroform
ug/L
50
53.1
106
70-130
Chloromethane
ug/L
50
42.6
85
64-130
cis-1,2-Dichloroethene
ug[L
50
48.2
96
70-131
cis-1,3-Dichloropropene
ug/L
50
46.9
94
70-130
Dibromochloromethane
ug/L
50
46.1
92
70-130
Dibromomethane
ug/L
50
48.2
96
70-131
bichlorodifluoromethane
ug/L
50
39.4
79
56-130
Diisopropyl ether
ug/L
50
46.0
92
70-130
Ethylbenzene
ug/L
50
46.6
93
70-130
Hexachloro-1,3-butadiene
ug/L
50
43.7
87
70-130
m&p-Xyiene
ug/L
100
97.1
97
70-130
Methyl-tert-butyl ether
ug/L
50
47.0
94
70-130
Methylene Chloride
ug/L
50
51.3
103
63-130
Naphthalene
ug/L
50
45.8
92
70-138
o-Xylene
ug/L
50
51.0
102
70-130
p-Isopropyltoluene
ug/L
50
48.6
97
70-130
Styrene
ug/L
50
49.1
98
70-130
Tetrachloroethene
ug/L
50
45.4
91
70-130
Toluene
ug/L
50
47.4
95
70-130
trans-1,2-Dichloroethene
ug/L
50
47.9
96
70-130
trans-1,3-Dichloropropene
ug/L
50
49.2
98
70-132
Trichloroethene
ug/L
50
48.0
96
70-130
Trichlorofluoromethane
ug/L
50
47.5
95
62-133
Vinyl acetate
ug/L
100
55.3
55
66-157 LO
Vinyl chloride
ug/L
50
45.2
90
69-130
1,2-Dichloroethane-d4 (S)
%
106
70-130
4-Bromofluorobenzene (S)
%
99
70-130
Dibromofluoromethane (S)
%
104
70-130
Toluene-d8 (S)
%
102
70-130
[phone]
I I
I Date: 10/04/2010 09:51 AM REPORT OF LABORATORY ANALYSIS Page 19 of 25
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
'o

lacleAnaljdical
WWW.Pacelablcom
Project: TEC-FaIrview Pilot Test
Pace Project No.: 9278187
Pac a Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
502509
502510
IVIS
MSD
9278216002
Spike
Spike
IVIS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
I,I-Dichloroethene
ug/L
ND
50
50
60.4
60.8
121
122
70-166
1
Benzene
ug/L
ND
50
50
52.8
54.1
106
108
70-148
2
Chlorobenzene
ug/L
ND
50
50
53.1
55.6
106
Ill
70-146
5
Toluene
ug/L
ND
50
50
55.0
54.7
110
109
70-155
0
Trichloroethene
ug/L
ND
50
50
53.1
52.9
106
106
69-151
0
1,2-Dichloroethane-*d4 (S)
%
118
119
70-130
4-Bromofluorobenzene (S)
%
97
103
70-130
Dibromofluoromethane (S)
%
Ill
113
70-130
Toluene-d8 (S)
%
96
96
70-130
Date: 10/0412010 09:51 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Qual
Page 20 of 25

aceAnalytical
www.pacelabs.com
Project: , TEC-Fairview Pilot Test
Pace Project No.: 9278187
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: WET/13874 Analysis Method: SM 2320B
QC Batch Method: S.M 2320B Analysis Description: 2320BAlkalinity
Associated Lab Samples: 9278187001,9278187002,9278187003,9278187004,9278187005
METHOD BLANK: 502354 Matrix: Water
Associated Lab Samples: 9278187001,9278187002,9278187003,9278187004,9278187005
Blank Reporting
Parameter Units Result Limit Analyzed
Alkalinity, Total as CaCO3 mg/L ND 5.0 09/24/10 16:07
LABORATORY CONTROL SAMPLE: 502355
Spike
Parameter Units Conc.
Alkalinity, Total as CaCO3 mg/L 50
SAMPLE DUPLICATE: 502356
9277829006
Parameter Units Result
Alkalinity, Total as CaCO3 mg/L 396
Qualifiers
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
LCS LCS % Rec
Result %Rec Limits Qualifiers
48.4 97 90-110
Dup
Result RPD Qualifiers
397 0
SAMPLE DUPLICATE: 502357
-9277850002 Dup
Parameter Units Result Result RPD Qualifiers
Alkalinity, Total as CaCO3 mg/L 40.1 41.2 3
,)ate: 10/04/2010 09:51 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 21 of 25

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2225 Riverside Dr. 9800 Kincey Ave. Suite 100
��aaeM*ica( Asheville, NC 28804 Huntersville, NC 28078
www.pacelabs.com [phone] [phone]
QUALITY CONTROL DATA
Project: TEC-Fairview Pilot Test
Pace Project No.: 9278187
QC Batch: WETA18224
Analysis Method: EPA 300.0
QC Batch Method: EPA 300.0
Analysis Description: 300.0 IC Anions
Associated Lab Samples: 9278187001, 9278187002, 9278187003, 9278187004, 9278187005
METHOD BLANK: 602863
Matrix: Water
Associated Lab Samples: 9278187001, 9278�187002, 9278187003, 9278187004, 9278187005
Blank Reporting
Parameter
Units
Result Limit Analyzed
Qualifiers
Sulfate
mgIL
ND 5.0 09128/10 14:36
LABORATORY CONTROL SAMPLE:
502864
Spike LCS LCS
% Rec
Parameter
Units
Conc. Result % Rec
Limits Qualifiers
Sulfate
mg/L
30 28.4 95
MATRIX SPIKE SAMPLE:
502865
9277802006 Spike MS
IVIS
% ReG
Parameter
Units
Result Conc. Result
% Rec
Limits Qualifiers
Sulfate
mg/L
ND 30 27.7
82
MATRIX SPIKE SAMPLE:
502867
9277864002 Spike - - MS
MS
Rec -
Parameter
Units
Result 'Conc. Result
% Rec
Limits Qualifiers
Sulfate
mg/L
65.9 30 97.1.
104
SAMPLE DUPLICATE: 502866
9277864001 Dup
-Parameter Units Result Result RPD Qualifiers
Sulfate mg/L 76.2. 72.9 5
SAMPLE DUPLICATE: 502868
Parameter
Sulfate
Date: 10/0412010 09:51 AM
9277864003 Dup
Units Result Result
mg/L 66.5 65.6
RPD Qualifiers
1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
lPn"
Page 22 of 25

-a
ceAna6dical"
www.pacelabs.com
Project: TEC-Fairview Pilot Test
Pace Project No.: 9278187
Pace Analytical Services, Inc.
Pace Analytical Services, Inc.
2225 Riverside Dr.
9800 Kincey Ave. Suite 100
Asheville, NC 28804
Huntersville, NC 28078
[phone]
[phone]
QUALITY CONTROL DATA
QC Batch: WETA/8223 Analysis Method: EPA 353.2
QC Batch Method: EPA 353.2 Analysis Description: 353.2 Nitrate + Nitrite, Unpres.
Associated Lab Samples: 9278187001,9278187002,9278187003,9278187004,9278187005
METHOD BLANK: 502286 Matrix: Water
Associated Lab Samples: 9278187001,9278187002,9278187003,9278187004,9278187005
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Nitrogen, Nitrate mg/L ND 0.10 09123/10 22:51
LABORATORY CONTROL SAMPLE:
502287
Parameter
Units
Nitrogen, Nitrate
mg/L
MATRIX SPIKE SAMPLE:
502288
Parameter
Units
�Nitrogen, Nitrate
mg/L
SAMPLE DUPLICATE: 502289
Parameter
Units
Nitrogen, Nitrate -
mg/L
Date: 10/04/2010 09:51 AM
Sp lke LCS
Conc. Result
5 5.1
LCS % Rec
% Rec Limits Qualifiers
102 90-110
9278187002 Spike. MS MS
Result Conc. Result % Rec
2.9 5 7.9 101
9278187002 Dup
Result Result RPD Qualifiers
2.9 2.9 0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
% Rec
Limits Qualifiers
90-110
Page 23 of 25

Pace Analytical Services, Inc.
2225 Riverside Dr.
aoeMaOcal Asheville, NC 28804
www.pacelabs.com
[phone]
QUALITY CONTROL DATA
Project: TEC-Fai rview Pilot Test
Pace Project No.: 9278187
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QC Batch: WETA/8256
Analysis Method: SM 4500-CI-E
QC Batch Method: SM 4500-CI-E
Analysis Description: 4600 Chloride
Associated Lab Samples: 9278187001,9278187002,9278187003,9278187004,9278187005
METHOD BLANK: 504309
Matrix: Water
Associated Lab Samples: 9278187001,9278187002,9278187003,9278187004,9278187006
Blank Repoffing
Parameter
Units
Result Limit Analyzed
Qualifiers
Chloride
mg/L
ND 5.0 09/29/10 11:09
LABORATORY CONTROL SAMPLE:
504310
Spike LCS LCS
% Rec
Parameter
Units
Conc. Result % Rec
Limits Qualifiers
Chloride
mg/L
20 21.8 109
90-110
MATRIX SPIKE SAMPLE:
504318
9278187001 Spike IVIS
MS
% Rec
Parameter
Units
Result Conc. Result
% Rec
Limits Qualifiers
Chloride
mg/L
ND 20 25.9
109
75-125
MATRIX SPIKE SAMPLE:
504320
9278187003 Spike IVIS
IVIS
% Rec
Parameter
Units
Result Conc. Result
% Rec
Limits Qualifiers
Chloride
mg/L
ND 20 26.0
75-125
SAMPLE DUPLICATE: 504319
9278187002 Dup
Parameter
Units
Result Result RPD
Qualifiers
Chloride
mg/L
ND ND
SAMPLE DUPLICATE: 504321
9278187004 Dup
Parameter
Units
Result Result RPD
Qualifiers
Chloride
mg/L
5.2 ND
Date: 10/04/2010 09:51 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 24 of 26

/55'ceAnayical-
wwwpacelabs.00m
QUALIFIERS
Project: TEC-Falrview Pilot Test
Pace Project No.: 9278187
DEFINITIONS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes in sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
S - Surrogate
1,2-Diphenylhydrazine (8270 listed analyte) decomposes to Azobenzene.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplic * ate)
DUP -Sample Duplicate,
RPD - Relative Percent Difference
NC - Not Calculable.
U - Indicates the compound was analyzed for, but not detected.
N-Nitro'sodiphenylamine decomposes . and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is NELAP accredited. Contact your Pace PM for the current list of accredited analytes.
ANALYTE QUALIFIERS
D3 Sample was diluted due to the presence of high levels of non4arget analytes or other matrix interference.
LO Analyte recovery in the laboratory control sample (LCS) was outside QC limits.
Mi Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
Date: 10/0412010 09:51 AM REPORT OF LABORATORY ANALYSIS Page 25 of 25
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..
ACCG� '

ace?!MY-Y�ql*
CHAIN-OF-CUSTODY-1A,ndlytical. Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
-------------
Page: Of
Section A Section B Section C
1365588
Required Client Information: Required Project Information: Invoice Information:
Company: Report To: Attention:
Sla
Address: Copy
To:
Company Name: At)
OWYA04
` ' - " .
R�qIJLATOR-�-'AdgkY--
a26,11V, &Y., asyo
Address: %V� -
F NPDES . rr,-`GROUND WATER F- DRINKING WATER
r LIST I RCRA r OTHER
Email o:: Purchase
Order No.:
Pace Quote
%1-. ta �X. Alf-
"22M M-
Reference:
-92W �.-
P
foj.ct Name:
MC Vl%+T&
Tpace Prol act
IManager.
Site Locattloril
TA TE-,
Project
Requested Due Date/TAT-.,�
Number:
Pace Profile #:
Rku4teid.
Analpis�F
ilte
d
(YIN)
Section D Matrix Code
co
Required Client information M Ix E
COLLECTED
Preservatives
2;..
5;:.
Ddnking Water DW
Water WT
0
8
z
0
1,
a
COMPOSITE
START
COMPOSITE
ENDIGRAB
�3
Lu
z
Product P
_71
8
S olli'Solid SL
0
SAMPLE ID Oil OL
Wip WP
W
w
(A-Z, 0-9 Air AR
w
0
w
z
0
r-
Sample IDS MUST BE UNIQUE Tlssue TS
Other OT
0
L3
(L
Vw
w
0
01),
41:
a.
W
IL
0
L)
ID
to
0!
0
C:
:R
ft7 9/
0
IS
z
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w
a)
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DATE
LIME
DATE
I TIME
u)
U
:)
=
=�
Z:
z
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0
af
Project No./ Lab I.D.
1
W-,14r UJr
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14
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1'233 1
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. . . . . . .
6
7
9
10
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ADDITIONAL COMMENTS
RELINQUISHED JBY 1AFFIL . IATION
:.T!ME
�ACCRP�T D YIAFFILIATION
'A
DATE
TIM E
SAMPLE CONDITIONS
MP AME-
ORIGINAL
PRINT Name of SAMPLER: &kh-ra
SIGNATURE of SAMPLER:
cc
E
Note: By signing this form you are accepting Pac4Ys NET 30 day payment terms and agreeing to late charges of 1.5% per mon .15K.ld Wthin 30 day.. F-ALL-Q-020rev.07, 007

AkeAnalyficaf'
,,Nhere Received:
Client Name: A"m t' - Project # 727?Z 97 -
1:1 Huntersville Zr Asheville D Eden
Courier: D Fed Ex D UPSE] USPS Valent 11 commercial El Pace Other
Custody Seal on Cooler/Box Present: Dyes e-no Seals intact: El yes )Z no
Packing Material: D Bubble Wrap dBubble Bags 0 None FlOther
Thermometer Used: tZ�2 14-648-44 Type of Ice: t Blue None
Temp Correction Factor: Add Sodiwa 1015 C
Opfional
Proj. Due Date:
Proi. Name:
2-"mples on ice, cooling -process has begun
Corrected Cooler Temp.: C
Temp should be above freezing to 60C
Mological Tissue is Frozen: Yes No
Comments:
Date and Initials of person "amiping
contents 72, X —t�,
Chain of Custody Present:
-EfYZs DNo
DWA
1
Chain of Custody Filled Out:
eKes []No
bNIA
2.
Chain of Custody Relinquished:
O'Yes DNo
ON/A
3.
Sampler Name & Signature on COC:
'Ye� EIN.
EIN/A
4.
Samples Arrived within Hold Ti me:
21'Y"es DNo
0 N/A
5.
Short Hold Time Analysis (42hr):
Z'Ye, EIN.
0 N/A
6. 11u;
Rush Turn Around Time Requested:
OYes PC
ON/A
7.
Sufficient Volume:
J2� []No
EIN/A
8.
Correct Containers Used:
-Pace Containers Used:
eYes DNo
Yes DNo
ON/A
ON/A
9.
-
��,'ontalners Intact:
VfYes []No
ON/A
10.
P91tered volume received for Dissolved tests.
OYes DN'.
Y//A
11.
Sample Labels match COC: P<es []No ON/A
-includes date/time/ID/Analysis Matrix:
12.
All containers needing preservation have been checked.
All containers needing preservation are found to be in
compliance With EP . A recommendation.
exceptions: VOA, co1iform,T0C,0&G,W1-DR0 (water)
P4'es []No
9'(es E]No
DYes DNo
EIN/A
EIN/A
13.
Initial when completed
Samples checked for dechlorination:
DYes DNo
/A
14.
Headspace in VOA Vials (>6mm):
DYes 0.
EIN/A
15.
Trip Blank Present:
Trip Blank Custody Seals Present
1 Pace Trip Blank Lot# (if purchased):
2 rYes ONo
Xes ONo
ON/A
EIN/A
16.
Client Notification/ Resolution: Field Data Required? Y / N
Person Contacted: Date/Time:
Comments/ Resolution:
---3CURF Review:1 JDate: SRF Review: I ffeZ 113ate:
--'�'4ote: Whenever there is a disicrepancy affecting North Caroliin compliance samples, a copy ofthis form will be sent to the North
Certification Office ( Le out of hold3 incorrect preservative, out of temp, incorrect containers)
�0
F-ASV-CS-03-Rev.02

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
PaAnalytical" 2225 Riverside br. 9800 KinceyAve. Suite 100
lce www.pacdabs.com Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
October 15, 2010
Mr. Chris Gilbert
Altamont Environmental
231 Haywood Street
Asheville, NC 28801
RE: Project: TEC - FAIRVIEW PILOT TEST 10/6
Pace P roject No.: 9279170
Dear Mr. Gilbert:
Enclosed are the analytical results for sample(s) received by the laboratory on October 06, 2010.
The results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
Inorganic Wet Chemistry and Metals analyses were pe ' rformed -at our Pace Asheville laboratory and
Organic testing was performed at -our Pace Huntersville laboratory. unless -otherwise-fo-o-tnoted. All
Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
e
C2 11�
Lorri Patton
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
A
�age I of 28

a oeAnalytical
C'
wmpacelaftcom
Project: TEC - FAIRVIEW PILOT TEST 1016
Pace Project No.: 9279170
Charlotte Certification lDs
9800 KinceyAve. Ste.100, Huntersville, NC 28078
Louisiana/LELAP Certification * 04034
New Jersey Certification#: NC01 2
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
Pennsylvania Certification #: 68-00784
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
CERTIFICATIONS
South Carolina Certification *: 99006001
South Carolina Drinking Water Cert. *: 99006003
Virginia Certification *: 00213
Connecticut Certification *: PH-01 04
Florida/NELAP Certification E87627
Kentucky UST Certification 84
Louisiana DHH Drinking Water# LA 100031
Pace Analytical Services, Inc.
980OKinceyAve, Suite 100
Huntersville, NC 28078
[phone]
Asheville Certification IDs
2225 Riverside Dr., Asheville, NC 28804
North Carolina Drinking Water Certification *: 37712
Connecticut Certification #: PH-01 06
North Carolina Wastewater Certification *: 40
Florida/NELAP Certification #: E87648
Pennsylvania Certification #: 68-03578
Massachusetts Certification #: M-NC030
South Carolina Bioassay Certification *: 99030002
New Jersey CertifiGation #: NC01 I
South Carolina Certification #: 99030001
North Carolina Bioassay Certification * 9
Virginia Certification *: 00072
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, -
without the written consent of Pace Analytical Services, Inc..
Page 2 of 28

- a eAnalytical
ww.pacelabs.com
Project: TEC - FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite too
Huntersville, NC 28078
[phone]
Sample: MW-39 WT LablD: 9279170001 Collected: 10/06/10 11:14 Received: 10/06/10 14:48 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP Analytical Method: EPA 6.010 Preparation Method: EPA 3010
Arsenic
ND ug/L
5.0
1 1 ' 0/07/10 12:30
10/10/10 02:51 7440-38-2
Cadmium
1.0 ug/L
1.0
1 10/07110 12:30
10/10/10 02:51 7440-43-9
Chromium
343 ug/L
6.0
1 10/07/10 12:30
10/10/10 02:51 7440-47-3
Copper
184 ug/L
.5.0
1 10/07/10 12:30
10/1 011 0 0'2:51 7440-50-8
Lead
359 ug/L
5.0
1 1.0/07/10 12:210
10/10110 02:51 7439-92-1
Zinc
416 ug/L
10.0
1 10/07/10 12:30
10/10/10 02:51 7440-66-6
7470 Mercury
Analytical Method: EPA 7470 Preparation Method: EPA 7470
Mercury
0.20 ug/L
0.20
1 10107/10 20:20
10/13/10 15:32 7439-97-6
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND ug/L
25000
1000
10/13/10 01:09 67-64-1
Benzene
ND ug/L
1000
1000
'10/13/10 01:09 71-43-2
Bromobenzene
ND ug/L
1000
1000
10/13/10 01:09 108-86-1
Bromochloromethane
NID ug/L
1000
1000
10/13/10 01:09 74-97-5
Bromodichloromethane
ND ug/L
1000
1000
10/13/10 01:09 75-27-4
Bromoform
ND ug/L
1000
1000
10/13/10 01:09 75-25-2
�Bromomethane
ND ug/L
2000
1000
10/13110 01:09 74-83-9
2-Butanone (MEK)
ND ug/L
5000
1000
10/13/10 01:09 78-93-3
Carbon tetrachloride
ND ug/L
1000
1000
l Oil 3/10 01:09 56-23-5
Chlorobenzene
ND ug/L
1000
1000
10113/10 01:09 108-90-7
Chloroethane
ND ug/L-
1000
1000
10113/10 01 -bg 76-00--3
Chloroform
ND ug/L
1000
1000
10/13/10 01:09 67-66-3
Chloromethane
ND ug/L
1000
1000
10/13/10 01:09 74-87-3
2-Chlorotoluene
ND ug/L
1000
1000
10113/10 01:09 95-49-8
4-Chlorotoluene
ND ug/L
1000
1000
10113110 01:09 106-43-4
1,2-Dibromo-3-chloropropane
ND ug/L
6000
1000
10/13/10 01:09 96-12-8
Dibromochloromethane
ND ug/L
1000
1000
10/13/10 01:09 124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
.1000
1000
10/13110 01:09 106-93-4
Dibromomethane
ND ug/L
1000
1000
10/13/10 01:09 74-95-3
1,2-Dichlorobenzene
ND ug/L
1000
1000
"10/13110 01:09 95-50-1
1,3-Dichlorobenzene
NID ug/L
1000
1000
10/13110 01:09 541-73-1
1,4-Dichlorobenzene
ND ug/L
1000
1000
10/13/10 01:09 106-46-7
Dichlorodifluoromethane
ND ug/L
1000
1000
10/13/10 01:09 75-71-8
1,1-Dichloroethane
ND ug/L
1000
1000
10/13/10 01:09 75-34-3
1,2-Dichloroethane
ND ug/L
1000
1000
10/13/10 01:09 107-06-2
1,1-Dichloroethene
Nb ug/L
1000
1000
10/13/10 01:09 75-35-4
cis-1,2-Dichloroethene
ND ug/L
1000
1000
10/13110 01:09 156-59-2
trans-1,2-Dichloroethene
ND ug/L
1000
1000
10113/10 01:09 156-60-5
1,2-Dichloropropane
ND ug/L
1000
1000
10/13/10 01:09 78-87-5
1,3-Dichloropropane
ND ug/L
1000
1000
10/13/10 01:09 142-28-9
2,2-Dichloropropane
ND ug/L
1000
1000
10/13/10 01:09 594-20-7
I,I-Dichloropropene
ND ug/L
1000
1000
10/13/10 01:09 563-68-6
c7is-1,3-Dichloropropene
ND ug/L
1000
1000
10/13/10 01:09 10061-01-5
trans-1,3-Dichloropropene
ND ug/L
1000
1000
10113110 01:09 10061-02-6
Diisopropyl ether
ND ug/L
1000
1000
10113/10 01:09 108-20-3
i)ate: 10/ 15/2010 02:33 PM
REPORT OF LABORATORY ANALYSIS
Page 3 of 28
This report shall not be reproduced,
except In full,
mfithout the written consent of Pace Analytical Services, Inc..

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
. a ceAnalytical 2225 Riverside Dr. 9800 KinceyAve. Suite 100
wNwpacefabscom Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project: TEC - FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
Sample: MW-39 WT LabID: 9279170001 Collected: 10/06/10 11:14 Received: 10/06/10 14:48 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260 MSV Low Level Analytical Method: EPA 8260
Ethylbenzene
ND ug/L
1000
1000
10113/10 01:09 100-41-4
Hexachloro-1,3-butadiene
ND ug/L
1000
1000
1.0/13/10 01:09 87-68-3
2-Hexanone
ND ug/L
5000
1000
10/13/10 01:09 591-78-6
p-Isopropyltoluene
ND ug/L
1000
1000
10/13/10 01:09 99-87-6
Methylene Chloride
3470 ug/L
2000
1000
10/13/10 01:09 75-09-2
4-Methyl-2-pentanone (MIBK)
ND ug/L
5000
1000
10/13110 01:09 108-10-1
Methyl-tert-butyl ether
ND ug/L
1000
1000
10113/10 01:09 1634-04-4
Naphthalene
ND ug/L
1000
1000
10/13110 01:09 91-20-3
Styrene
ND ug[L
1000
1000
10/13/10 01:09 100-42-5
1,1,1,2-Tetrachloroethane
ND ug/L
1000
1000
10/13/10 01:09 630-20-6
1,1,2,2-Tetrachloroethane
ND ug/L
1000
1000
10/13/10 01:09 79-34-5
Tetrachloroethene
1760-ug/L
1000
1000
10/13/10.01:09 127-18-4
Toluene
3670 ug/L*
1000
1000
10/13/10 01:09 108-88-3
1,2,3-T(ichlorobenzene
ND ug/L
1000
1000
10/13110 01:09 87-61-6
1,2,4-Trichlorobenzene
ND ug/L
1000
1000
10/13/10 01:09 120-82-1
1,1,1-Trichlo*roethane
7700 ug/L
1000
1000
10113/10 01:09 71-55-6
1,1,2-Tr'ichloroethane
ND ug/L
1000
1000
10/13110 01:09 79-00-5
Trichloroethene
116000 ug/L
1000
1000
10/13/10 01:09 79-01-6
Trichlorofluoromethane
ND ug/L
1000
1000
10/13/10 01:09 75-69-4
1,2,3-Tr'ichloropropane
ND ug/L
1000
1000
10/13110 01:09 96-18-4
Vinyl acetate
ND ug[L
2000
1000
10/13/10 01:09 108-05-4
Vinyl chloride
ND ug/L
1000�
1,000
10/13/1001:09 76-01-4
m&p-Xylene
ND ug/L
2000
1000
10113110 01:09 179601-23-1
o-Xylene
ND ug/L
1000
1000
10113/10 01:09 95-47 - 6
4-Bromofluorobenzene (S)
90 %
70-130
1000
10/13110 01:09 460-00-4
Dibromofluoromethane (S)
93 %
70-130
1000
10/13/10 01:09 1868-53-7
1,2-Dichloroethane-d4 (S)
91 %
70-130
1000
10/13110 01:09 17060-07-0
Toluene -dB (S)
86 %
70-130
1000
10/13/10 01:09 2037-26-5
2320B Alkalinity
Analytical Method: SM 232bB
Alkalinity, Total as CaCO3
17.8 mg/L
5.0
1
10/11/10 12:46
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
ND mg/L
6.0
1
10/12/10 16:03 14808-79-8
353.2 Nitrogen, N021NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
0.14 mg/L
0.10
1
10/06/10 17:28
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
ND mg/L
5.0
10/12/10 12:44 16887-00-6
Date: 10/1512010 02:33 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, ,
without the written consent of Pace Analytical Services, Inc..
Acca"
A
Page 4 of 28

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
/5a'ceAnalyficalcD 2225 Riverside Dr. 9800 KinceyAve. Suite 100
wwwpaWabs.- Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project: TEC - FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
Sample: MW-40 WT Leib ID: 9279170002 Collected: 10/06/10 10:13 Received: 10/06/10 14:48 Matrix: Water
Parameters
6010 MET ICP
Arsenic
Cadmium
Chromium
Copper
Lead
Zinc
7470 Mercury
Mercury
8260 MSV Low Level
Acetone
Benzene
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
�Bromomethane
2-Butanone (MEK)
Carbon tetrachloride
Chlorobenzene
Chlorobth-ane
Chloroform
Chloromethane
2-Chlorotoluene
.4-Chlorotoluene
1,2-Dibromo-3-chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodifluoromethane
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichlaroethene
1,2-Dichlo ropropahe
1,3-Dichloroptopane
2,2-Dichloropro pane
1,1-Dichloropropene
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Diisopropyl ether
Date: 10/1512010 02:33 PM
Results Units Report Limit DF Prepared Analyzed CAS No.
Analytical Method: EPA 6010 Preparation Method: EPA 3010
ND ug/L
5.0
1
10107/10 12:30
10/10/10 02:58 7440-38-2
ND ug/L
1.0
1
10/07/10 12:30
10/10110 02:58 7440-43-9
89.3 ug/L
5.0
1
10/07/10 12:30
10/10/10 02:58 7440-47-3
32.5 ug/L
.5.0
1
10/07/10 12:30
10/10110 02:58 7440-50-8
5.1 ug/L
5.0
1
10/07/10 12:30
10110/10 02:58 7439-92-1
41.6 ug/L
10.0
1
10107/10 12:30
10/10/10 02:58 7440-66-6
Analyfical Method: EPA 7470 Preparation
Method: EPA 7470
ND ug/L
0.20
1
10107110 20:20
10/13/10 15:35 7439-97-6
Analytical Method: EPA 8260
ND ug/L
25.0
1
10/13/10 01:35 67-64-1
ND ug/L
1.0
1
10/13/10 01:35 71-43-2
ND ug/L
1.0
1
10/13/10 01:35 108-86-1
NO ug/L
1.0
1
10/13/10 01:35 74-97-5
ND ugil-
1.0
1
10/13110 01:35 75-27-4
ND ug/L
1.0
1
10/13110 01:35 75-25-2
ND ug/L
2.0
1
10/13110 01:35 74-83-9
ND ug/L
5.0
1
10113/10 01:35 78-93-3
ND ug/L
1.0
1
10/13/10 01:35 56-23-5
ND ug/L
1.0
1
10/13/10 01:35 108-90-7
ND ug/L
1.0
1
-10/13/10 01:35 -75-00-3
2.9 ug/L
1.0
1
10/13/10 01:35 67-66-3
ND ug/L
..1.0
1
10/13/10 01:35 74-87-3
ND ug/L
1.0
1
10/13/10 01:35 95-49-8
ND ug/L
1.0
1
10/13/10 01:36 106-43-4
ND ug/L
5.0
1
10/13110 01:35 96-12-8
ND ug/L
1.0
1
10/13/10 01:35 124-48-1
ND ug/L
1.0
1
10/13110 01:35 106-93-4
ND ug/L
1.0
1
10/13/10 01:35 74-95-3
ND ug/L
1.0
1
10/13/10 01:35 95-50-1
ND ug/L
1.0
1
10/13/10 01:35 541-73-1
ND ug/L
1.0
1
10/13/10 01:35 106-46-7
ND ug/L
1.0
1
10/13/10 01:35 75-71-8
ND ug/L
1.0
1
10/13/10 01:35 75-34-3
ND ug/L
1.0
1
10113110 01:35 107-06-2
ND ug/L
1.0
1
10/13/10 01:35 75-35-4
ND ug/L
1.0
1
10/13/10 01:35 156-59-2
ND ug/L
1.0
1
10/13/10 01:35 156-60-5
ND ug/L
1.0
1
10/13/10 01:35 78-87-5
ND ug/L
1.0
1
10/13/10 01:35 142-28-9
ND ug/L
1.0
1
10/13/10 01:35 594-20-7
ND ug/L
1.0 '
1
10/131.10 01:35 563-58-6
ND ug/L
1.0
1
10/13/10 01:35 10061-01-5
ND ug/L
1.0
1
10/13/10 01:35 10061-02-6
ND ug/L
1.0
1
10/13/10 01:35 108-20-3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..
Qual
Page 5 of 28

a eAnalytical
wwpaciWabs.com
Project: TEC - FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
Sample: MW-40 WT
Parameters
8260 MSV Low Level
Ethylbenzene
Hexachloro-1,3-butadiene
2-Hexanone
p-Isopropyltoluene
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Methyl-tert-butyl ether
Naphthalene
Styrene
M 1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene -
1,2,3-Trichlorob enzene
1,2,4-Trichlorobenzene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chlo-ride
m&p-Xylene
o-Xylene
4-Bromofluorobenzene (S)
Dibromofluoromethane (S)
1,2-Dichloroethane-d4 (S)
Tbluene-d8 (S)
2320B Alkalinity
Alkalinity, Total as CaCO3
300.0 IC Anions 28 Days
Sulfate .
353.2 Nitrogen, N021NO3 unpres;
Nitrogen, Nitrate
450 0 Chloride
Chloride
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
LabID: 9279170002 Collected: 10/06/10 10:13 Received: 10/06/10 14:48 Matrix: Water
Results Units Report Limit DF Prepared Analyzed dAS No. Qual
Analytical Method: EPA 8260
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
3.7 ug/L
ND ug/L
ND ug/L
ND ug/L
ND- ug/L
ND ug/L
ND ug/L
98 %
90 %
95 %
91 %
Analytical Method: SM 2320B
14.6 mg/L
Analytical Method: EPA 300.0
ND mg/L
Analytical Method: EPA 353.2
2.6 mg/L
Analytical Method: SM 4500-CI-E
ND mg/L
1.0
1
10/13/10 01:35 100-41-4
1.0
1
10/13/10 01:35 87-68-3
5.0
1
10/13/10 01:35 591-78-6
1.0
1
10/13/10 01:35 99-87-6
2.0
1
10/13/10 01:35 75-09-2
b.0
1
10113110 01:35 108-10-1
1.0
1
10/13/10 01:35 1634-04-4
1.0
1
10/13/10 01:35. 91-20-3
1.0
1
10/13/10 01:35 100-42-5
1.0
1
10/13/10 01:35 630-20-6
1.0
1
10/13/10 01:215 79-34-5
.1.0
1
10/13110 01:35 127-18-4
1.0
1
10/13/10 01:35 108-88-3
1.0
1
10/13/10 01:35 87-61-6
1.0
1
10113110 01:35 120-82-1
1.0
1
10/13/10 01:35 71-55-6
1.0
1
10/13/10 01:35 79-00-5
1.0
1
10/13110 01:35 79-01-6
1.0
1
10/13/10 01:35 75-69-4
1.0
1
10113110 01:35 96-18-4
2.0
1
10/13/10 01:35 108-05-4
1.0
1
10113/10 01:35 -75-0-1-4-
2.0
1
10/13/10 01:35 179601-23-1
1.0
1
10/13/10 01:35 95-47-6
70-130
1
10/13/10 01:35 460-00-4
70-130
1
10/13/10 01:35 1868-53-7
70-130
1
10113/10 01:35 17660-07-0
70-130
1
10/13/10 01:35 2037-26-5
5.0
1
10/11/10 12:46
5.0
1
10/12/10 16:26 14808-79-8
0.10
1
10/06/10 17:29
5.0
1
10/12110 12:44 16887-00-6
Date: 10115/2010 02:33 PM REPORT OF LABORATORY ANALYSIS Page 6 of 28
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
%%

ceAnalyfical
wwwpacelab&com
Pace Analytical Services, Inc.
. 2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
980OKinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Project: TEC - FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
Sample: MW-41 WT LabID: 9279170003 Collected: 10/06110 09:14 Received: 10/06110-14:48 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET lCP Analytical Method: EPA 6010 Preparation Method: EPA 3010
Arsenic
ND ug/L
5.0
1
10/07/10 12:30
10/10/10 03:05 7440-38-2
Cadmium
ND ug/L
1.0
1
10/07/10 12:30
10/10/10 03:05 7440-43-9
Chromium
83.2 ug/L
5.0
1
10/07/10 12:30
10/10/10 03:05 7440-47-3
Copper
70.5 ug/L
5.0
1
10/07/10 12:30
10/10/10 03:05 7440-50-8
Lead
9.1 ug/L
5.0
1
10/07/10 12:30
10110/10 03:05 7439-92-1
Zinc
69.6 ug/L
10.0
1
10/07/10 12:30
10/10/10 03:05 7440-66-6
7470 Mercury Analytical Method: EPA 7470 Preparation Method: EPA 7470
Mercury
ND ug/L
0.20
1 10/07/10 20:20
10/13/10 15:43 7439-97-6
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND ug/L
25.0
- 1
10/1 W11 0 02:00 67-64-1
Benzene
ND ug/L
1.0
1
10/13/10 02:00 71-43-2
Bromobenzene
ND ugtL
1.0
1
10/13/10 02:00 '108-86-1
Bromochloromethane
N D uglL
1.0
1
10/13/10 02:00 74-97-5
Bromodichloromethane
N D ug/L
1.0
1
10/13/10 02:00 75-27-4
Bromoform
ND ug/L
1.0
1
10/13110 02:00 75-25-2
�Bromomethane
ND ug/L
2.0
1
10/13/10 02:00 74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
10/13/10 02:00 78-93-3
Carbon tetrachloride
ND ug/L
1.0
1
10/13/10 02:00 66-23-5
Chlorobenzene
ND ug/L
1.0
1
10/13/10 02:00 108-90-7
dhloroe-thine
ND ug/L
1.0
1
10/13/10 02:00 75 -00-3
Chloroform .
3.6 ug/L
1.0
1
10/13/10 02:00 67-66-3
Chloromethane
ND ug/L
1.0
1
10/13/10 02:00 74-87-3
2-Chlorotoluene
ND ug/L
1.0
1
10113/10 02:00 95-49-8
4-Chlorotoluene
ND ug/L
1.0
1
10/13/10 02:00 106-43-4
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
10/13/10 02:00 96-12-8
Dibromochloromethane
ND ug/L
1.0
1
10/13/10 02:00 124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
10/13/10 02:00 106-93-4
Dibromomethane
ND ug/L
1.0
1
.10/13110 02:00 74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
10113/10 02:00 95-50-1
1,3-Dichlorobenzene
ND ug/L
1.0
1
10/13/10 02:00 541-73-1
1,4-Dichlorobenzene
ND ug/L
1.0
1
10/13/10 02:00 106-46-7
Dichlorodifluoromethane
ND ug/L
1.0
1
10/13/10 02:00 76-71-8
1,1-Dichloroethane
ND ug/L
1.0
1
10/13/10 02:00 76-34-3
1,2-Dichloroethane
ND ug/L
1.0
1
10/13/10 02:00 107-06-2
1,1-Dichloroethene
ND ug/L�
1.0
1
10/13/10 02:00 75-35-4
cis-1,2-Dichloroethene
ND ug/L
1.0
1
10/13/10 02:00 156-59-2
trans-1,2-Dichloroethene
ND ug/L
1.0
1
10/13/10 02:00 156-60-5
1,2-Dichloropropane
ND ug/L
1.0
1
10/13/10 02:00 78-87-5
1,3-Dichloropropane
ND ug/L
1.0
1
10/13/10 02:00 142-28-9
2,2-Dichloropropane
ND ug/L
1.0
1
10/13/10 02:00 594-20-7
1,1-Dichloropropene
ND ug/L
1.0
1
10/13/10 02:00 563-58-6
cis-1,3-Dichloropropene
ND ug/L
1.0
1
10113110 02:00 10061-01-5
trans-1,3-Dichloropropene
ND ug/L
1.0
1
10/13/10 02:00 10061-02-6
Diisopropyl ether
ND ug/L
1.0
1
10/13/10 02:00 108-20-3
Date: 10115/2010 02:33 PM
REPORT OF LABORATORY ANALYSIS
Page 7 of 28
This report shall
not be reproduced, except in full,
without the written consent of Pace Analytical
Services, Inc..

Pace Analytical Services, Inc.
aoeAn4lyficalo 2225 Riverside Dr.
www.pacelabs.com Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Project: TEC - FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-41 WT
Parameters
LabID: 9279170003 Collected: 10/06/10 09:14
Results Units Report Limit DF
Received: 10/06/10 14:48 Matrix: Water
Prepared Analyzed CAS No. Qual
8260 MSV Low Level
Analytical Method: EPA 8260
Ethylbenzene
ND ug/L
1.0
1
10/13/10 02:00 100-41-4
Hexachloro-1,3-butadiene
ND ug/L
1.0
1
10/13/10 02:00 87-68-3
2-Hexanone
ND ug/L
5.0
1
10/13110 02:00 591-78-6
p-Isopropyltoluene
ND ug/L
1.0
1
10/13/10 02:00 99-87-6
Methylene Chloride
ND ug/L
2.0
1
10/13/10 02:00 75-09-2
4-Methyl-2-pentanone (MIBK)
ND ug/L
5.0
1
10/13/10 02:00 108-10-1
Methyl-tert-butyl ether
ND ug/L
1.0
1
10/13/10 02:00 1634-04-4
Naphthalene
ND ugIL
1.0
1
10/13/10 02:00 91-20-3
Styrene
ND ug/L
1.0
1
10/13/10 02:00 100-42-5
1,1,1,2-Tetrachloroethane
ND ug/L
1.0
1
10/13/10 02:00 630-20-6
1,1,2,2-Tetrachloroethane
ND ug/L
1.0
1
10/13/10 02:00 79-34-5
Tetrachloroethene
ND ug/L
1.0
1
10/13/10 02:00 127-18-4
Toluene
ND ug/L
1.0
1
10/13/10 02:00 108'88-3
1,2,3-Trichlorobenzene
ND ug/L
1.0
1
10/13/10 02:00 87-61-6
1,2,4-Trichlorobenzene
ND ug/L
1.0
1
10113/10 02:00 120-82-1
1,1,1-Trichloroethane
ND ug/L
1.0
1
10/13/10 02:00 71-55-6
1,1,2-Trichloroethane
ND ug/L
1.0
1
10/13/10 02:00 79-00-5
Trichloroethene
ND ug/L
1.0
1
10/13/10 02:00 79-01-6
trichlorofluoromethane
Nb ug/L
1.0
1
10/13/10 02:00 75-69-4
1,2,3-Trichloropropane
ND ug/L
1.0
1
10/13110 02:00 96-18-4
Vinyl acetate
ND ug/L
2.0
1
10/13/10 02:00 108-05-4
Vinyl chloride
ND -ug!L-
1.0
1
10/13/10 02:00 75-01-4
M&P-Xylene
ND ug/L
2.0
1
10/13110 02:00 179601-23-1
o-Xylene
ND ug�!-
1.0
1
10/13/10 02:00 95-47-6
4-Bromofluorobenzene (S)
91 %
70-130
1
10/13/10 02:00 460-00-4
Dibromofluoromethane (S)
91 %
70-130
1
10/13/10 02:00 1868-53-7
1,2-Dichloroethane-d4 (S)
95 %
70-130
1
10/13/10 02:00 17060-07-0
Toluene-d8 (S)
90 %
70-130
1
10/13/10 02:00 2037-26-5
2320B Alkalinity Analytical Method: SM 2320B
Alkalinity, Total as CaCO3 . 12.6 mg/L 5.0 1 10/11/10 12:47
300.0 I.0 Anions 28 Days Analytical Method: EPA 300.0
Sulfate ND mg/L 5.0 1 10/12/10 16:50 14808-79-8
353.2 Nitrogen, NO2/NO3 unpres Analytical Method: EPA 353.2
Nitrogen, Nitrate 3.2 mg/L 0.10 1 10/06/10 17:38
4500 Chloride Analytical Method: SM 4500-CI-E
Chloride ND mg/L 5.0 1 10/12/10 12:45 16887-00-6
Date: 10/15/2010 02:33 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 8 of 28

a AnalXimlv
Ice ww.pacelab&com
Project: TEC - FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: RW-6 LabID: 9279170004 Collected: 10/06/1012:13 Received: 10/06/10,14:48 Matflx:Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP Analytical Method: EPA 6010 Preparation Method: EPA 3010
Arsenic
ND ug/L
5.0
1
10/07/10 12:30
10110/10 03:08 7440-38-2
Cadmium
ND ug/L
'1.0
1
10/07/10 12:30
10/10/10 03:08 7440-43-9
Chromium
162 ug/L
6.0
1
10/07/10 12:30
10110/10 03:08 7440-47-3
Copper
ND ug/L
5.0
1
10107/10 12:30
10/10110 03:08 7440-50-8
Lead
ND ug/L
5.0
1
10/07/10 12:30
10/10/10 03:08 7439-92-1
Zinc
ND ug/L
10.0
1
10/07/10 12:30
10/10110 03:08 7440-66-6
7470 Mercury Analytical Method: EPA 7470 Preparation Method: EPA 7470
Mercury
0.38 ug/L
0.20
1 10/07/10 20:20
10/1311.0 15:46 7439-97-6
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone*
ND ug/L
125
5
10/13/10 12:03 67-64-1 D3
Benzene
ND uglL
5.0
5
10/13110 12:03 71-43-2
Bromobenzene
ND ug/L
5.0
5
16/13110 12:03 108-86-1
Bromochloromethane
ND ug/L
5.0
5
10/13/10 12:03 74-97-5
Bromodichloromethane
ND ug/L
5.0
5
10/13110 12:03 75-27-4
Bromoform
ND ug/L
5.0
5"
10113110 12:03. 75-25-2
�Bromomethane
ND ug/L
10.0
5
10/13/10 12:03 74-83-9
2-Butanone (MEK)
ND ug/L
25.0
5,
10/13110 12:03 78-93-3
Carbon tetrachloride
ND ug/L
5.0
6
10/13110 12:03 56-23-5
Chlorobenzene
ND ug/L
5.0
5
10/13110 12:03 108-90-7
Chloroethane
ND ug[L
-6.0
5
10/13110 12:03 7&00-3
Chloroform
ND ug/L
5.0
5
10/13110 12:03 67-66-3
Chloromethane
ND ug/L
5.0
5
10113/10 12:03 74-87-3
2-Chlorotoluene
ND ug/L
5.0
5
10113110 12:03 95-49-8
4-Chlorotoluene
ND ug/L
5.0
5
10/13/10 12:03 106-43-4
1,2-Dibromo-3-chloropropane
ND ug/L
25.0
5
10113/10 12:03 96-12-8
Dibromochloromethane
ND ug/L
5.0
5
10/13/10 12:03 124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
5.0
5
10/13/10 12:03 106-93-4
Dibromomethane
ND ug/L
5.0
5
10/13/10 12:03 74-95-3
1,2-Dichiorobenzene
ND ug/L
5.0
5
10/13110 12:03 95-50-1
1,3-Dichlorobenzene
ND ug/L
5.0
5
10/13/10 12:03 541-73-1
1,4-Dichlorobenzene
ND ug/L
5.0
5
10/13/10 12:03 106-46-7
Dichlorodifluoromethane
ND ug1L
5.0
5
10/13/10 12:03 75-71-8
M-Dichloroethane
ND ug/L
5.0
6
10/13/10 12:03 75-34-3
1,2-Dichloroethane
ND ug/L
5.0
5
10113110 12:03 107-06-2
1,1.-Dichloroethene
ND ug/L
5.0
5
10/13110 12:03 75-35-4
cis-1,2-Dichlo'roethene
ND ug/L
5.0'
5
10/13110 12:03 156-59-2
trans-1,2-Dichloroethene
ND ug/L
5.0
5
10113/10 12:03 156-60-5
1,2-Dichloropropane
ND ug/L
5.0
5
10/13110 12:03 78-87-5
1,3-Dichloropropane
ND ug/L
5.0
5
10113/10 12:03 142-28-9
2,2-Dichloropropane
ND ug/L
5.0
5
10/13/10 12:03 594-20-7
1 il -Dichloropropene
ND ug/L
5.0
5
10/13/10 12:03 563-58-6
cis-1,3-Dichloropropene
ND ug/L
5.0
5
10/13/10 12:03 10061-01-5
trans-1,3-Dichloropropene
ND ug/L
5.0
5
10/13/10 12:03 10061-02-6
Diisopropyl ether
ND ug[L.
5.0
5
10113/10 12:03 108-20-3
---,,,Date: 10/15/2010 02:33 . PM
REPORT OF LABORATORY
ANALYSIS
Page 9 of 28
This report shall not be reproduced, except in full,
without the written consent
of Pace Analytical Services, Inc..

Pace Analytical Services, Inc.
Pace Analytical Services, Inc'
AnalXicale 2225 Riverside Dr.
9800 Kincey Ave. Suite 100
www.p6calabs.com Asheville; N C 28804
Huntersville, NC 28078
[phone]
[phone]
ANALYTICAL RESULTS
Project: TEC; -FAIRVIEW PILOT TEST 1016
Pace Project No.: 9279170
Sample: RW-6 Lab ID: 9279170004 Collected: 10/06/10 12:13 Received: 10/06110 14:48 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260 MSV Low Level Analytical Method: EPA 8260
Ethylbenzene
ND ug/L
5.0
5
10/13/10 12:03 100-41-4
Hexachloro-1,3-butadiene
ND ug/L
5.0
5
10/13/10 12:03 87-68-3
2-Hexanone
ND ug/L
25.0
5
10/13/10 12:03 591-78-6
p-Isopropyltoluene
ND ug/L
5.0
5
10/13/10 12:03 99-87-6
Methylene Chloride
ND ug/L
10.0
5
10/13/10 12:03 75-09-2
4-Methyl-2-pentanone (MIBK)
ND ug/L
25.0
5
10113/10 12:03 108-10-1
Methyl-tert-butyl ether
ND ug/L
5.0
5
10/13/10 12:03 1634-04-4
Naphthalene
ND ug/L
5.0
5
10/13/10 12:03 91-20-3
Styrene
ND ug/L
5.0
5
10/13110 12:03 100-42-5
1,1,1,2-Tetrachloroethane
ND ug/L
5.0
5
10/13/10 12:03 630-20-6
1,1,2,2-Tetrachloroethane
ND ug/L
5.0
5
10/13110 12:03 �9-34-5
Tetrachloroethene
ND ug/L
5.0
5
10/13/10 12:03 .127-18-4
Toluene
ND ug/L
6.0
5
10/13/10 12:03 108-88-3
1,2,3-Trichlorobenze6e
ND ug/L
5.0
5
10/13/10 12:03 87-61-6
1,2,4-Trichlorobenzene
ND ug/L
5.0
5
10/13/10 12:03 120-82-'l
1,1,1-Trichloroethane
ND ug/L
5.0
5
10/13/10 12:03 71-55-6
1,1,2-T(ichloroethane'
ND ug/L
5.0
5
10/13/10'12:03 79-00-5
Trichloroethene
ND ug/L
5.0
5
10/13/10 12:03 79-01-6
Trichlorofluoromethane
ND ug/L
5.0
5
10/13/10 12:03 75-69-4
1,2,3-Trichloropropane
ND ug/L
5.0
5
10/13/10-12:03 96-18-4
Vinyl acetate
ND ug/L
10.0
5
10/13/10 12:03 108-05-4
Vinyl chloride
ND ug/L
5.0
5_
10/13/10 12:03 75701-4
m&p-Xylene
ND ug/L
10.0
5
10/13/10 12:03 179601-23-1
o-Xylene
ND ug/L
5.0
5
10/13/10 12:03 95-47-6
4-Bromofluorobenzene (S)
95 %
70-130
5
10/13/10 12:03 460-00-4
Dibromofluoromethane (S)
89 %
70-130
5
10113110 12:03 1868-53-7
1,2-Dichloroethane-d4 (S)
92 %
70-130
5
10/13/10 12:03 17060-07-0
Toluene-d8 (S)
89 %
70-130
5
10/13/10 12:03 2037-26-5
2320B Alkalinity
Analytical Method.: SM 2320B
Alkalinity, Total as CaCO3
41.8 mg/L
6.0
1
10/11/10 12:47
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
ND mg/L
5.0
1
10/12/10 17:13 14808-79-8
353.2 Nitrogen, N021NO3 unpres
Analytical Method: EPA353.2
Nitrogen, Nitrate
2.8 mg/L
0.20
2
10/06110 17:24 D3
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
ND mg/L .
60.0
10
10/12/10 12:47 16887-00-6 D3
Date: 10/15/2010 02:33 PM REPORT OF LABORATORY ANALYSIS Page10of28
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
Analytical 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
-/581ce. wmv.pacdabscom Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project: . TEC - FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
Sample: RW-7
Parameters
LabID: 9279170005 Collected: 10/06/1013:06
Results Units Report Limit DF
Received: 10106/1014:48 Matdx:Water
Prepared Analyzed CAS No. Qual
6010 MET lCP
Analytical Method: EPA 6010 Preparation Method: EPA 3010
Arsenic
ND ug/L
500
1
10/07110 12:30
10/10/10 03:11
7440-38-2
Cadmium
ND ug/L
100
1
10/07/10 12:30
10/10/10 03:11
7440-43-9
Chromium
1400 ug/L
500
1
10/07/10 12:30
10/10/10 03:11
7440-47-3
Copper
ND ug/L
500
1
10/07/10 12:30
10110/10 03:11
7440-50-8
Lead
ND ug/L
500
1
10107/10 12:30
10/10110 03:11
7439-92-1
Zinc
ND ug/L
1000
1
10107/10 12:30
10110110 03:11
7440-66-6
7470 Mercury
Analytical Meth od: EPA 7470 Preparation
Method: EPA 7470
Mercury
ND ug/L
20.0
1
10107110 20:20
10/13/10 15:48
7439-97-6 D3
2320BAlkalinity
Analytical Method: SM 2320B
Alkalinity, Total as CaCO3
418 mg/L
250
50
10/11110 12A8
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
ND mg/L
5.0
1
10/12/10 17:37
14808-79-8
353.2 Nitrogen, N021NO3 unpres
Analytical,Method: EPA 353.2
Nitrogen, Nitrate
ND mg/L
20.0
200
10/06110 17:39
D3
4500 Chloride
Analytical Method: SM 4500-CI-E
Chlodde
ND mg/L
25000
5000
10/112/10 12:47
16887-00-6 D3
Date: 10/15/2010 02:33 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..
Acco.
Page 11 of 28

c
Analytical
www.pacoabs.com
Project: TEC - FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2225 Riverside Dr. 9800 Kincey Ave. Suite 100
Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Sample: TRIP BLANK
LablD: 9279170006 Collected: 10/06/1000:00
Received: 10106/1014:48 Matrix:Water
Parameters
Results
Units Report Limit
DF
Prepared Analyzed CAS No. Qual
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND ug/L
25.0
1
10/12/10 23:02 67-64-1
Benzene
ND ug/L
1.0
1
10/12/10 23:02 71-43-2
Bromobenzene
ND ug/L
1.0
1
10/12/10 23:02 108-86-1
Bromochloromethane
ND ug/L
1.0
1
10/12/10 23:02 74-97-5
Bromodichloromethane
ND ug/L
1.0
1
10/12110 23:02 75-27-4
Bromoform
ND ug/L
1.0
1
10/12110 23:02 75-25-2
Bromomethane
ND ug/L
2.0
1
10/12/10 23:02 74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
10/12/10 23:02 78-93-3
Carbon tetrachloride
ND ug/L
1.0
1
10/12/10 23:02 56-23-5
Chlorobenzene
ND ug/L
1.0
1
10/12110 23:02 108-90-7
Chloroethane
ND ug/L
1.0
1
10/12110 23:02 75-00-3
Chloroform
ND ug/L
1.0
1
10/12/10 23:02 67-66-3
Chloromethane
ND ug/L
1.0
1
10/12/10 23:02 74-87-3
2-Chlorotoluene
ND ug/L
1.0
1
10112/10 23:02 95-49-8
4-Chlorotoluene
ND ug/L
1.0
1
10/12/10 23:02 106-43-4
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
10/12/10 23:02 96-12-8
Dibromochloromethane .
ND ug/L
1.0
1
10/12/10 23:02 124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
10/12/10 23:02 106-93-4
Dibromomethane
ND ug/L
1.0
1
10/12/10 23:02 74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
10/12110 23:02 95-50-1
1,3-Dichlorobenzene
ND ug/L
1.0
1
10/12/10 23:02 641-73-1
1,4-Dichlorobenzene
ND ugIL
1.0
1
10112/10 23:02 106-46-7
Dichlorodifluoromethane
ND ug/L
1.0
1
10/12/10 23:02 75-71-8
M-Dichloroethane
ND ug/L
1.0
1
10/12/10 23:02 75-34-3
1,2-Dichloroethane
ND ug/L
1.0
1
10/12/10 23:02 107-06-2
1,1-Dichloroethene
ND ug/L
1.0
1
10/12/10 23:02 75-35-4
cis-1,2-Dichloroethene
ND ug/L
1.b
1
10/12/10 23:02 156-59-2
trans-1,2-Dichloroethene
ND ug/L
1.0
1
10/12110 23:02 156-60-5
1,2-Dichloropropane
ND ug/L
1.0
1
10/12/10 23:02 78-87-5
1,3-Dichloropropane
ND ug/L
1.0
1
10/12/10 23:02 142-28-9
2,2-Dichloropropane
ND ug/L.
1.0
1
10/12/10 23:02 594-20-7
1,1-Dichloropropene
ND ug/L
1.0
1
10/12110 23:02 563-58-6
c7is-1,3-Dichloropropene
ND ug/L
1.0
1
10/12/10 23M 10061-01-5
trans-1,3-Dichloropropene
ND ug/L
1.0
1
10/12110 23:02 10061-02-6
Diisopropyl ether
ND ug/L
1.0
1
10/12/10 23:02 108-20-3
Ethylbenzene
ND ug/L
1.0
1
10/12/10 23:02 100-41-4
Hexachloro-1,3-butadiene
ND ug/L
1.0
1
10/12/10 23:02 87-68-3
2-Hexanone
ND ug/L
5.0
1
10/12/10 23:02 591-78-6
p-isopropyltoluene
ND ug/L
1.0
1
10/12/10 23:02 99-87-6
Methylene Chloride
2.0 ug/L
2.0
1
10/12/10 23:02 75-09-2 C9
4-Methyl-2-pentanone (MIBK)
ND ug/L
5.0
1
10/12/10 23:02 108-10-1
Methyl-tert-butyl ether
ND ug/L
1.0
1
10/12/10 23:02 1634-04-4
Naphthalene
ND ug/L
1.0
1
10/12/10 23:02 91-20-3
Styrene
ND ug/L
1.0
1
10/12/10 23:02 100-42-5
1,1,1,2-Tetrachloroethane
ND ug/L
1.0
1
10/12/10 23:02 630-20-6
1,1,2,2-Tetrachloroethane
ND ug/L
1.0
1
10/12/10 23:62 79-34-5
Tetrachloroethene
N-D ug/L
1.0
1
10/12/10 23:02 127-18-4
Date: 10/1512010 02:33 PM REPORT OF LABORATORY ANALYSIS Page 12 of 28
. This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Aclo"

4nal
,oical
-/5alce www-pacelaks--
Project: TEC - FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800KInceyAve. Suite 100
Huntersville, NC 28078
(704)875-90W
Sample: TRIP BLANK
Parameters
LabID: 9279170006 Collected: 10/06/10 00:00
Results Units Report Limit DF
Received: 10106110 14:48 Matrix: Water
Prepared Analyzed CAS No. Qual
8260 MSV Low Level
Analytical Method: EPA 8260
Toluene
ND ug/L
1.0
1
10/12/10 �3:02 108-88-3
1,2,3-Trichlorobenzene
ND ug/L
1.0
1
10/12/10 23:02 87-61-6
1,2,4-Trichlorobenzene
ND ug/L
1.0
1
10/12/10 23:02 120-82-1
�1,1,1-Trichloroethane
ND ug/L
1.0
1-
10112/10 23:02 71-55-6
1,1,2-Trichloroethane
N * D ug/L
1.0
1
10/12/10 23:02 79-00-5
Trichloroethene
ND ug/L
1.0
1
10/12/10 23:02 79-01-6
Trichlorofluoromethane
ND ug/L
1.0
1
10/12110 23:02 75-69-4
1,2,3-Trichloropropane
ND ug/L
1.0
1
10/12/10 23:02 96-18-4
Vinyl acetate
ND ug[L
2.0
1
10/12/10 23:02 108-05-4
Vinyl chloride
ND ug/L
1.0
1
10/12110 23:02 75-01-4
m&p-Xylene
ND ug/L
2.0
1
10/12/10 23:02 179601-23-1
o-Xylene
ND ug/L
1.0
1
10112/10 23:02 95-47-6
4-Bromofluorobenzene (S)
91 %
70-130
1
10/12110 23:02 460-00 -4
Dibrornofluoromethane (S)
93 %
70-130
1
10/12/10 23:02 1868-53-7
1,2-Dichloroethane-d4 (S)
91 %
70-130 '
1
10/12/10 23:02 17060-07-0
Tbluene-d8 (S)
93 %
70-130
1
10/12/10 23:02 2037-26-5
Date: 10/15/2010 02:33 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full.
without the written consent of Pace Analytical Services, Inc..
1% ACCC*'
Page 13 of 28

acmnalyficalo
I www.pacdabs.com
Project: TEC - FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
Pace Analytical Services, Inc.
2225 Riverside Dr.
]Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: MPRP/7193
Analysis Method:
EPA6010
QC Batch Method: EPA3010
Analysis Description:
6010 MET
Associated Lab Samples:
9279170001,9279170002,9279170003,9279170004,9279170005
METHOD BLANK: 508488
Matrix: Water
Associated Lab Samples:
9279170001,9279170002,9279170003,9279170004,9279170005
Blank Reporting
Parameter
Units
Result Limit
Analyzed
Arsenic
ug/L
ND
5.0 10110/10 02:44
Cadmium
ug/L
ND
1 . .0 10/10/10 02:44
Chromium
ug/L
ND
5.0. 10/10/10 02:44
Copper
ug/L
ND
5.0 10/10/10 02:44
Lead
ug/L
ND
5.0 10110/10 02:44
Zinc
ug/L
ND
10.0 10/10/10 02:44
LABORATORY CONTROL SAMPLE:
508489
Parameter
Units
Arsenic
ug/L
Cadmium
ug/L
Chromium
ug/L
Copper
ug/L
Lead
ug/L
Zin c
ug/L
MATRIX SPIKE SAMPLE:
508490
Parameter
Units
Arsenic
ug/L
Cadmium
ug/L
Chromium
ug/L
Copper
ug/L
Lead
ug/L
Zinc
ug/L
SAMPLE DUPLICATE: 508491
Parameter
Units
Arsenic
ug/L
Cadmium
ug/L
Chromium
ug/L
Copper
ug/L
Lead
ug/L
Zinc
ug/L
Date: 10/15/2010 02:33 PM
Qualifiers
Spike
LCS
LCS
% Rec
Conc.
Result
% Rec
Limits
500
530
106
80-120
500
528
106
80-120
500
528
106
80-120
500
525
105
80-120
500
536
107
80-120
500
533
107
80-120
9279170001 Spike
Result Conc.
ND
500
1.0
500
343
500
184
500
359
500
416
500
MS
Result
370
399
769
633
740
853
MS
% Rec
74
80
85
90
76
87
9279170002 Dup
Result Result RPID Qualifiers
ND ND
ND ND
89.3 86.3 3
32.5 31.5 3
5.1 ND
41.6 39.6 5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
ACCQ,'
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Fluntersville, NC 28078
[phone]
Qualifiers
% Rec
Limits Qualifiers
75-125 MO
75-125
75-125
75-125
75-125
75-125
Page 14 of 28

/5a'ceAna1yica1dD
wwwpa6fabs.com
Project: TEC - FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2225 Riverside Dr. 9800 Kincey Ave. Suite 100
Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
QUALITY CONTROL DATA
QC Batch: MERP/3055 Analysis Method: EPA 7470
QC Batch Method: EPA 7470 Analysis Description: 7470 Mercury
Associated Lab Samples: 9279170001,9279170002,9279170003,9279170004,9279170005
METHOD BLANK: 508585 Matrix: Water
Associated Lab Samples: 9279170001,9279170002,9279170003,91279170004,9279170005
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Mercury ug/L ND 0.20 10/13/10 14:39
LABORATORY CONTROL SAMPLE: 508586
Spike LCS LCS % Rec
Parameter Units Cone. Result % Rec Limits Qualifiers
Mercury ug/L 2.5 2.3 91 80-120
MATRIX SPIKE& MATRIX SPIKE DUPLICATE: 608587 508588
MS MSD
9278860002 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result . Cone. Cone. Result Result % Rec % Rec Limits RPD Qual
Mercury ug/L ND 2.5 2.5 2.1 2.1 84 83 75-125 1
MATRIX SPIKE& MATRIX SPIKE DUPLICATE: -508589 -508590
MS MSD
9278860003 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Cone. Cone. Result Result % Rec % Rec Limits RPD Qual
Mercury ug/L NO 2.5 2.5 2.1 2.4 85 94 75-125 10
10115/2010 02:33 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..
Page 15 of 28

Pace Analytical Services, Inc.
2225 Riverside Dr.
(�IaoeMaOcal Asheville, NC 28804
pacelabs-c9m [phone]
QUALITY CONTROL DATA
Project: TEC - FAIRVIEW PILOT TEST 1016
Pace Project No.: 9279170
QC Batch: MSW12597 Analysis Method:
QC Batch Method: EPA 8260 Analysis Description:
Associated Lab Samples: 9279170001,9279170002,9279170003,9279170006
EPA 8260
8260 MSV Low. Level
METHOD BLANK: 510229
Matrix: Water
Associated Lab Samples: 9279170001,9279170002,9279170003,9279170006
Blank Reporting
Parameter
Units
Result Limit
Analyzed Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
ND
1.0
10/12/10 22:36
1,1,1-Trichloroethane
ug/L
ND
1.0
10/12/10 22:36
1,1,2,2-T6trachloroethane
ug/L
ND
1.0
10/12110 22:36
1,1,2-Trichloroethane
ug/L
ND
1.0
10112/10 22:36
1,1-Dichloroethane
ug/L
ND
1.0
10/12/10 22:36
1,1-Dichloroethene
ug/L
ND
1.0
10/12110 22:36
1,1-Dichloropropene
ug[L
ND
1.0
10/12110 22:36
1,2,3-Trichlorobenzene
ug/L
ND
1.0
10/12/10 22:36
1,2,3-Trichloropropane
ug/L
ND
1.0
10/12/10 22:36
1,2,4-Tdchlorobenzene
ug/L.
ND
1.0
.10/12/10 22:36
1,2-Dibromo-3-chloropropane
ug[L
ND
5.0
10112/10 22:36
1,2-Dibromoethane (EDB)
ug/L
ND
1.0
10/12/10 22:36
1,2-bichlorobenzene
ug/L
ND
1.0
10/12/10 22:36
1,2-Dichloroethane
ug/L
ND
1.0
10112/10 22:36
1,2-Dichloropropane
ug/L
ND
1.0
10/12/10 22:36
1,3-Dichlorobenzene
ug/L
ND
1.0
10/12110 22:36
1,3-Dichloropropane
ug/L
ND
1.0
10/1.2/10 2�:36
1,4-Dichlorobenzene
ug/L
ND -
-1.0
-10/12/10 22:36
2,2-Dichloropropane
ug/L
ND
1.0
10/12/10 22:36
2-Butanone (MEK)
ug/L
ND
5.0
10/12/10 22:36
2-Chlorotoluene
ug/L
ND
1.0
10/12/10 22:36
2 , Hexanone
ug/L
ND
5.0
10112/10 22:36
4-Chlorotoluene
ug/L
ND
1.0
10/12/10 22:36
4-Methyl-2-pentanone (MIBK)
ug/L
ND
5.0
10/12/10 22:36
Acetone
ug/L
ND
25.0
10/12/10 22:36
Benzene
ug/L
ND
1.0
10/12/10 22:36
Bromobenzene
ug/L
ND
1.0
10/12/10 22:36
Bromochloromethane
ug/L
ND
1.0
10/12/10 22:36
Bromodichloromethane
ug/L
ND
1.0
10/12/10 22:36
Bromoform
ug/L
ND
1.0
10/12/10 22:36
Bromomethane
ug/L
ND
2.0
10112/10 22:36
Carbon tetrachloride
ug/L
ND
1.0
10112/10 22:36
Chlorobenzene
ug/L
ND
1.0
10/12/10 M36
Chloroethane
ug/L
ND
1.0
10/12/10 22:36
Chloroform
ug/L
ND
1.0
10112/10 22:36
Chloromethane
ug/L
ND
1.0
10/12/10 22:36
cis-1,2-Dichloroethene
ug/L
ND
1.0
10/12/10 22:36
cis-1,3-Dichloropropene
ug/L
NIj
1.0
10/12/10 22:36
Dibromochloromethane
ug/L
ND
1.0
10/12/10 22:36
Dibromomethane
ug/L
ND
1.0
10/12/10 22:36
Dichlorodifluoromethane
ug/L
ND
1.0
10/12/10 22:36
Diisopropyl ether
ug/L
ND
1.b
10/12/10 22:36
Ethylbenzene
ug/L
ND
1.0
10/12110 22:36
Date: 10115/2010 02:33 PM
REPORT -OF LABORATORY ANALYSIS
. This report shall not be reproduced, except in full,
without the written consent of Pace Analytical
Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 16 of 28

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
Pacemolyficala 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
www.pawabs.com Asheville, NC 28804 Huntersville, NC 28078
QUALITY CONTROL DATA
Project: TEC - FAIRVIEW PILOT TEST 1016
Pace Project No.: 9279170
[phone] [phone]
.METHOD BLANK: 510229
Matrix: Water
Associated Lab Samples:
9279170001,9279170002,9279170003,'9279170006
Blank Reporting
Parameter
Units
Result Limit
Analyzed Qualifiers
Hexachloro-1,3-butadiene
ug/L
ND
1.0
10/12/10 22:36
m&p-Xylene
ug/L
ND
2.0
10/12110 22:36
Methyl-tert-butyl ether
ug1L
ND
1.0
10/12110 22:36
Methylene Chloride
ug/L
ND'
2.0
10/12110 22:36
Naphthalene
ug/L
ND
1.0
10/12110 22:36
o-Xylene
ug/L
ND
1.0
10/12/10 22:36
p-Isopropyltoluene
ug/L
ND
1.0
10/12/10 22:36
Styrene
ug/L
ND
1.0
10/12/10 22:36
Tetrachloroethene
ug/L
ND
1.0
10/12110 22:36
Toluene
ug/L
ND
1.0
10112/10 22:36
trans-1,2-Dichloroethene .
ug/L
ND
1.0
10/12/10 22:36
trans-1,3-Dichloropropene
ug/L
ND
1.0
10/12/10 22:36
Trichloroethene
ug/L
ND
1-0
10/12110 22:36
Trichlorofluoromethane
ugil-
ND
1.0
10/12/10 22:36
.Vinyl acetate
ug/L
ND
2.0
10/12/10 22:36
Vinyl chloride
ug/L
ND
1.0
10/12/10 22:36
1,2-Dichloroethane-d4 (S)
%
91
70-130
10/12/10 22:36
4-Bromofldorobenzene (S)
%
92
70-130
10/12/10 22:36
-'Dibromofluoromethane (S)
%
90
70-130
10/12/10 22:36
Tbluene-d8 (S)
%
93
70-130
10/12110 22:36
LABORATORY CONTROL SAMPLE:
Parameter
610230
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
50
48.1
96
70-130
1,1,1-Trichloroethane
ug/L
50
41.3
83
70-130
1,1,2,2-Tetrachloroethane
ug/L
50
41.9
84
70-130
1,1,2-Trichloroethane
ug/L
50
38.6
77
70-130
1,1-Dichloroethane
ug/L
50
44.8
90
70-130
1,1-:Dichloroethene
ug/L
50
44.1
88
70-132
1,1-Dichloropropene
ug/L
50
37.7
75
70-130
1,2,3-Trichlorobenzene
ug/L
60
49.0
.98
70-135
1,2,3-Trichloropropane
ug/L
50
42.3
m
70-130
1,2,4-Trichlorobenzene
ug/L
50
48.0
96
70-134
1,2-Dibromo-3-chloropropane
ug/L
50
47.6
95
70-130
1,2-Dibromoethane (EDB)
ug/L
50
45.4
91
.70-130
1,2-Dichlorobenzene
uglL
50
46.5
93
70-130
1,2-Dichloroethane
ug/L
50
43.0
86
70-130
1,2-Dichloropropane
ug[L
50
38.0
76
70-130
1,3-Dichlorobenzene
ug!L
50
45.5
91
70-130
1,3-Dichloropropane
ug/L
50
45.9
92
70-130
1,4-Dichlorobenzene
ug/L
50
48.0
96
70-130
2,2-Dichloropropane
ug/L
60
42.0
84
58-145
2-Butanone (MEK)
ug/L
100
72.1
72
70-145
2-Chlorotoluene
ug/L
50
46.1
92
70-130
)Date: 10/15/2010 02:33 PIVI
REPORT OF LABORATORY ANALYSIS
Page 17 of 28
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..

a eAnalytical
ww.paWabs.ccm
Project: TEC - FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
LABORATORY CONTROL SAMPLE:
Parameter
510230
Units
2 Hexanone
ug/L
4-Chlorotoluene
ug/L
4-Methyl-2-pentanone (MIBK)
ug/L
Acetone
ug/L
Benzene
ug/L
Bromobenzene
ug/L
Bromochloromethane
ug/L
Bromodichloromethane
ug/L
Bromoform
ug/L
Bromomethane
ug/L
Carbon tetrachloride
ug/L
Chlorobenzene
ug/L
Chloroethane
ug/L
Chloroform
ug/L
Chloromethane
ug/L
Cis-1,2-Dichloroethene
ug/L
cis-1,3-Dichloropropene
ug/L
Dibromochloromethane
ug/L
Dibromomethane
ug/L
Dichlorodifluorornethane
ug/L
Diisopropyl ether
ug/L
�thylbenzene
ug/L
Hexachloro-1,3-butadiene
ug/L
M&p-Xylene
ug/L
Methyl-tert-butyl ether
ug/L
Methylene Chloride
ug/L
Naphthalene
ug/L
o-Xylene
ug/L
p-Isopropyltoluene
ug/L
Styrene
ug/L
Tetrachloroethene
ug/L
Toluene
ug/L
trans-1,2-Dichloroethene
ug/L
trans-1,3-Dichloropropene
ug/L
Trichloroethene
ug/L
Trichlorofluoromethane
ug/L
Vinyl acetate
ug/L
Vinyl chloride
ug/L
1,2-Dichloroethane-d4 (S)
%
4-Bromofluorobenzene (S)
%
Dibromofluoromethane (S)
%
Tbluene-d8 (S)
%
Date: 10/15/2010 02:33 PM
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
. [phone]
QUALITY CONTROL DATA
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
100
93.4
93
70-144
50
48.9
98
70-130
100
83.3
83
70-140
100
77.4
77
50-175
50
44.9
90
70-130
50
43.3
87
70-130
50
43.7
87
70-130
50
40.0
80
70-130
50
43.0
86
70-1 W
50
43.6
87
54-130
50
44.1
88
70-132
50
46.4
93
70-130
50
42.8
86
64-134
50
43.8
88
70-130
50
37.6
75
64-130
50
42.6
85
70-131
50
40.4
81
70-130
50
44.6
89
70-130
50
42.2
84
70-131
50
38.1
76
56-130
60
45.5
91
70-130
50
49.8
100
70-130
50
45.0
90
70-130
100
98.5
98
70-130
50
43.5
87
70-130
50
38.9
78
63-130
50
53.1
106
70-138
50
49.8
100
70-130
50
48.5
97
70-130
50
47.9
96
70-130
50
51.8
104
70-130
50
43.6
87
70-130
50
43.3
87
70-130
50
39.7
79
70-132
50
44.6
89
70-130
50
46.3
93
62-133
100
94.3
94
66-157
50
40.6
81
69-130
87
70-130
96
70-130
86
70-130
91
70-130
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Acco,
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Hunter.sville, N C 28078
[phone]
Qualifiers
Page 18 of 28 p'

1�5a'ooAnalyfical"
wwpacefabscom
Project: TEC - FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
Pace Analytical Services, Inc.
� 2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
510231
510232
MS
MSD
9279055018
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Clual
1,1-Dichloroethene
ug/L
ND
50
50
46.6
52.6
93
105
70-166
12
Benzene
ug/L
ND
50
50
53.7
48.8
107
97
70-148
10
Chlorobenzene
ug/L
ND
50
50
55.1
52.9
110
106
70-146
4
Toluene
ug/L
ND
50
50
49.3
49.7
99
99
70-155
1
Trichloroethene
ug/L
ND
50
50
48.6
48.8
97
97
69-161
0
1,2-Dichloroethane-d4 (S)
%
87
88
70-130
4-Bromofluorobenzene (S)
%
92
90
70-130
Dibromofluorom,ethane (S)
%
84
87
70-130
Toluene-d8 (S)
%
89
88
70-130
Date: 10/15/2010 02:33 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
m(ithout the written consent of Pace Analytical Services, Inc..
ACCo,'
Page 19 of 28

WeAnaljftal
MW.PaGwabs.com
Project: TEC - FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: MSW12624
QC Batch Method: EPA 8260
Associated Lab Samples: 9279170004
Analysis Method:
Analysis Description:
EPA 8260
8260 MSV Low Level
METHOD BLANK: 510996
Matrix: Water
Associated Lab Samples: 9279170004
Blank Reporting
Parameter
Units Result Limit
Analyzed
1,1,1,2-Tetrachloroethane
ug/L
ND
1.0
10/19/10 10:44
1,1,1-Trichloroethane
ug/L
ND
1.0
10/13/10 10:44
1,1,2,2-Tetrachloroethane
ug/L
ND
1.0
10/13/10 10:44
1,1,2-Trichloroethane
ug/L
ND
1.0
10/13/10 10:44
M-Dichloroethane
ug/L
ND
1.0
10/13/10 10:44
IJ-Dichloroethene
ug/L
ND
1.0
10/13/10 10:44
1,1-Dichloropropene
ug/L
ND
1.0
10/13110 10:44
1,2,3-Trichlorobenzene
ug/L
ND
1.0
10/13/10 10:44
1,2,3-Trichloropropane
ug/L
ND
1.0
10/13/10 10:44
1,2,4-Trichlorobenzene
ug/L
ND
1.0
10/13/10 10:44
1,2-Dibromo-3-chloropropane
ug/L
ND
5.d
10/13/10 10:44
1,2-Dibromoethane (EDB)
ug/L
ND
1.0
10/13/10 10:44
1,2-Dichlorobenzene
ug/L
ND
1.0
10/13/10 10:44
1,2-Dichloroethane
ug/L
ND
1.0
10113/10 10:44
1,2-Dichloropropane
ug/L
ND
1.0
10/13/10 10:44
1,3-Dichlorobenzene
ug/L
ND
1.0
10/13110 10:44
1,3-Dichloropropane
ug/L
ND
1.0
10/13/10 10:44
1,47Dichlorobenzene
ug/L
ND
1.0
10/13/10 10:4.4
2,2-Dichloropropane
ug/L
ND
1.0
10113/10 10:44
2-Butanone (MEK)
ug/L
ND
5.0
10/13/10 10:44
2-Chlorotoluene
ug/L
ND
1.0
10/13/10 10:44
2-Hexanone
ug/L
ND
5.0
10/13/10 10:44
4-Chlorotoluene
ug/L
ND
I * 0
10/13110 10:44
4-Methyl-2-pentanone (MIBK)
ug/L
ND
5.0
10/13/10 10:44
Acetone
ug/L
ND
25.0
10113110 10:44
Benzene
ug/L
ND
1.0
10113/10 10:44
Bromobenzene
ug/L
ND
1.0
10/13/10 10:44
Bromochloromethane
ug/L
NQ
1.0
10/13/10 10:44
Bromodichboromethane
ug/L
ND
1.0
10/13/10 10:44
Bromoform
ug/L
ND
1.0-
10/13/10 10:44
Bromomethane
ug/L
ND
2.0
10/13/10 10:44
Carbon tetrachloride
ug/L
ND
1.0
10/13/10 10:44
Chlorobenzene
ug/L
ND
1.0
10/13110 10:44
Chloroethane
ug/L
ND
1.0
10/13/10 10:44
Chloroform
ug/L
ND
1.0
10/13/10 10:44
Chloromethane
ug/L
ND
1.0
10/13/10 10:44
cis-1,2-Dichloroethene
ug/L
ND
1.0
10/13/10 10:44
Cis-1,3-Dichioropropene
ug/L
ND
1.0
10/13/10 10:44
Dibromochloromethane
ug/L
ND
1.0
10113/10 10:44
Dibromomethane
ug/L
ND
1.0
10/13/10 10:44
Dichlorodifluoromethane
ug/L
ND
1.0
10/13/10 10:44
Diisopropyl ether
ug/L
ND
1.0
10113/10 10:44
Ethylbenzene
ug/L
ND
1.0
10/13/10 10:44
Date: 10/15/2010 02:33 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,
except in full,
without the written consent of Pace Analytical
Services, Inc..
ACCO,
Qualifiers
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 20 of 28

Pace Analytical Services, Inc.
1�5a'cemal 2225 Riverside Dr.
yical@
www.pacilabs.com Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: TEC - FAIRVIEW PILOT TEST 1016
Pace Project No.: 9279170
METHOD BLANK: 510996
Associated Lab Samples:
Parameter
9279170004
Units
Matrix: Water
Blank Reporting
Result Limit
Analyzed Qualifiers
Hexachloro-1,3-butadiene
ug/L
ND
1.0
10/13/10 10:44
m&p-Xylene
ug/L
ND
2.0
10113/10 10:44
Methyl-tert-butyl ether
ug/L
ND
1.0
10/13110 10:44
Methylene Chloride
ug/L
ND
2.0
10/13110 10:44
Naphthalene
ug/L
ND
1.0
10/13110 10:44
o-Xylene
ug/L
ND
1.0
10/13/10 10:44
p-Isopropyltoluene
ug/L
ND
1.0
10/13/10 10:44
Styrene
ug/L
ND
1.0
10/13110 10:44
Tetrachloroethene
ug/L
ND
1.0
10/13/10 10:44
Toluene
ug/L
ND
1.0
10/13/10 10:44
trans-1,2-Dichloroethene
ug/L
ND
1.0
10/13/10 10:44
trans-1,3-Dichloropropene
ug/L
ND
1.0
10/13/10 10:44
Tdchloroethene
ug/L
ND
1.0
10/13/10 10:44
Trichloroflu oro methane
ug/L
ND
1.0
10/13/10 10:44
Vinyl acetate
ug/L
ND
2.0
10/13110 10:44
Vinyl chloride
ug/L
ND
1.0
10/13/10 10:44
1,2-Dichloroethane-d4 (S)
92
70-130
10/13110 10:44
4-Bromofluorobenzene (S)
%
93
70-130
10/13/10 10:44
Dibromofluoromethane (S)
%
95
70-130
10/13110 10:44
Tbluene-d8 (S)
%
93
70-130
10/13/10 10:44
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE:
Parameter
510997
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
50
49.6
99
70-130
1,1,1-T(ichloroethane
ug/L
60
45.1
90
70-130
1,1,2,2-Tetrachloroethane
ug/L
50
45.4
91
70-130
1,1,2-Trichloroethane
ug/L
50
41.4
83
70-130
1,1-Dichloroethane
ug/L
50
47.1
94
70-130
1,1-Dichloroethene
ug/L
50
47.1
94
70-132
1,1-Dichloropropene
ug/L
50
42.2
84
70-130
1,2,3-Trichlorobenzene
ug/L
50
49.8
100
70-135
1,2,3-Trichloropropane
ug/L
50
47.4
95
70-130
1,2,4-Trichlorobenzene
ug/L
50
48.6
97
70-134
1,2-Dibromo-3-chloropropane
ug/L
50
4 8.9
98
70-130
1,2-Dibromoethane (EDB)
ug/L
50
48.0
96
70-130
1,2-Dichlorobenzene
ug/L
50
48.1
96
70-130
1,2-Dichloroethane
ug/L
50
46.5
93
70-130
1,2-Dichloropropane
ug/L.
50
38.1
76
70-130
1,3-Dichlorobenzene
ug/L
60
46.0
92
70-130
1,3-Dichloropropane
ug/L
50
47.5
95
70-130
1,4-Dichlorobenzene
ug/L
50
48.2
96
70-130
2,2-Dichloropropane
ug/L
50
38.1
76
58-145
2-Butanone (MEK)
ug/L
100
83.9
84
70-145
2-Chlorotoluene
ug/L
50
47.5
95
70-130
---,,0ate: 10/15/2010 02:33 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,
except In full,
without the written consent of Pace Analytical Services, Inc..
Acco,
Page 21 of 28

_� . I coAnalytical
www.pacelabs.com
Project: . TEC -FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800KInceyAve. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE:
Parameter
510997
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
2-Hexanone
ug/L
100
98.3
98
70-144
4-Chlorotoluene
ug/L
50
50.6
_101
70-130
4-Methyl-2-pentanone (MIBK)
ug/L
100
84.4
84
70-140
Acetone
ug/L
100
77.9
78
50-175
Benzene
ug/L
50
50.0
100
70-130
Bromobenzene
ug/L
50
44.3
89
70-130
Bromochloromethane
ug/L
50
45.2
90
70-130
Bromodichloromethane
ug/L
50
40.6
81
70-130
Bromoform
UgIL
50
45.9
92
70-130
Bro.momethane
ug/L
50
45.3
91
54-130
Carbon tetrachloride
ug/L
50
45.8
92
70-132
Chlorobenzene
ug/L
60
49.4
99
70-130
Chloroethane
ug/L
50
44.2
88
64-134
Chloroform
ug/L
50
44.8
90
70-130
Chloromethane
ug/L
50
39.9
80
64-130
cis-1,2-Dichloroethene
ug/L
50
43.7
87
70-131
ds-1,3-Dichloropropene
ug/L
60
39.9
80
70-130
Dibromochloromethane
ug1L
50
47.0
94
70-130
Dibromomethane
ug/L
50
43.7
87
70-131
Dichlorodifluoromethane
ugiL
50
38.5
77
66-130
Diisopropyl ether
ug/L
50
46.9
94
70-130
Ethylbenzene
ug/L
50
52.5
105
70-130
ug/L
50
49.1
98
70-130
-Hexachloro-1,3-butadiene
m&p-Xy_le ne - ' - -
ug/L
100
103
103
70-i3O
Methyl-tert-butyl ether
ug/L
50
44.1
88
70-130
Methylene Chloride
ug/L
50
39.9
80
63-130
Naphthalene
ug/L
50
55.1
110
70-138
o-Xylene
ug/L
50
51.2
102
70-130
P-Isopropyltoluene
ug/L
50
50.0
100
70-130
Styrene ,
ug/L
50
47.6
95
70-130
Tetrachloroethene
ug/L
50
54.5
109
70-130
Toluene
ug/L
50
44.4
89
70-130
trans-1,2-Dichloroethene
ug/L
50
44.6
89
70-130
trans-1,3-Dichloropropene
ug/L
50
39.8
60
70-132
Trichloroethene
ug/L
50
46.1
92
70-130
Trichlorofluoromethane
ug/L
50
49.3
99
62-133
Vinyl acetate
ug/L
100
90.7
91
66-157
Vinyl chloride
ug/L
50
42.1
84
69-130
1,2-Dichloroethane-d4 (S)
%
92
70-130
4-Bromofluorobenzene (S)
%
97
70-130
Dibromofluoromethane (S)
%
91
70-130
Tbluene-d8 (S)
%
92
70-130
Date: 10/15/2010 02:33 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 22 of 28

/Jo.e. Analytical
wwwpacelab&cam
Project: TEC - FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 510998
510999
MS
MSD
9279353012 Spike
Spike MS
MSD
-MS
MSD
% Rec
Parameter
Units
Result Conc.
Conc. Result
Result
% Rec
% Rec
Limits
RPD Qual
M-Dichloroethene
ug/L
50.3
51.9
3
Benzene
ug/L
3.0 50
50 52.1
53.3
98
101
70-148
2
Chlorobenzene
ug/L
ND 50
50 53.4
64.5
107
109
70-146
2
Toluene
ug/L
ND 50
50 50.9
50.7
102
101
70-155
0
Trichloroethene
ug/L
48.1
49.7
3
1,2-Dichloroethane-d4 (S)
%
90
89
70-130
4-Bromofluorobenzene (S)
%
91
97
70-130
Dibromofluoromethane (S)
%
90
86
70-130
Toluene -dB (S)
%
90
89
70-130
\ Date: 10115/2010 02:33 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
ACC,'
Page 23 of 28

a eAnalytical
www.pacWabs.com
Project: TEC - FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: WET114053 Analysis Method: SM 2320B
QC Batch Method: SM 2320B Analysis Description: 2320B Alkalinity
Associated Lab Samples: 9279170001,9279170002,92791700 03,9279170004,9279170005
METHOD BLANK: 509999 Matrix: Water
Associated Lab Samples: 9279170001,9279170002,9279170003,9279170004,9279170005
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Alkalinity, Total as CaCO3 mg/L ND 5.0 10/11/10 12:39
Pace Analytical Services, Inc.
980.0 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE: 510000
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Alkalinity, Total as CaCO3 mg/L 50 48.6 97 90-110
SAMPLE DUPLICATE: 510001
9278655001 Dup
Parameter Units Result Result RPD Qualifiers
Alkalinity, Total as CaCO3 mg/L 17.8 18.8 6
SAMPLE DUPLICATE: 510002
9279170001 Dup
Parameter Units Result Result RPD Qualifiers
Alkalinity, Total as CaCO3 mg/L 17.8 16.7 6
Date: 10/15/2010 02:33 PM
REPORT OF LABORATORY A14ALYSIS
This report shall not be reproduced, except in full,
without the written consent of.Pace Analytical Services, Inc..
Page 24 of 28

Pace Analytical Services, Inc.
AnalXical 2225 Riverside Dr..
/�?Cevyvmpac6labs.com Asheville, NG 28804
[phone]
QUALITY CONTROL DATA
Project: TEC - FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
QC Batch: WETA/8345 Analysis Method: EPA 300.0
QC Batch Method: EPA 300.0 Analysis Description: 300.0 IC Anions
Associated Lab Samples: 9279170001,9279170002,9279170003,9279170004,9279i7OoO5
METHOD BLANK: 510116 Matrix: Water
Associated Lab Samples: 9279170001,9279170002,9279170003,9279170004,9279170005
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Sulfate mg/L ND 5.0 10/12/1010:30
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE:
510117
Spike LCS
LCS
% Rec
Parameter
Units
Conc. Result
% Rec
Limit� Qualifiers
Sulfate
mg/L
30 28.5
95
MATRIX SPIKE SAMPLE:
510118
9279101001. Spike
MS
MS % Rec
Parameter
Units
Result Conc.
Result
% Rec Limits Qualifiers
Sulfate
mg/L
1210 30
1210
-4' Mo
MATRIX SPIKE SAMPLE:
610120
9279101002
Spike
MS
MS % Rec
Parameter
Units
Result
Conc.
Result
% Rec Limits Qualifiers
Sulfate
mg/L
1340
30
1320
-56 Mo
SAMPLE DUPLICATE: 510119
9279101001
Dup
Parameter
Units
Result
Result
RPI)
Qualifiers
Sulfate
mg/L
1210
1220
1
SAMPLE DUPLICATE: 510121
9279101002
Dup
Parameter
Units
Result
Result
RPD
Qualifiers
Sulfate
mg/L
1340
1330
1
Date: 10/1512010 02:33 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except Ifi full,
without the written consent of Pace Analytical Services, Inc..
ACCQ,'
Page 25 of 28

Pace Analytical Services, Inc.
ceAnalytical 2225 Riverside Dr.
7c, Asheville, NC 28804
�c
wwwpacelabs com
[phone]
QUALITY CONTROL DATA
Project: TEC - FAIRVIEW PILOT TEST 1016
Pace Project No.: 9279170
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QC Batch: WETA18312
Analysis Method: EPA 353.2
QC Batch Method: EPA 353.2
Analysis Description: 353.2 Nitrate + Nitrite, Unpres.
Associated Lab Samples: 9279170001,9279170002,9279170003,9279170004,9279170005
METHOD BLANK: 508198
Matrix: Water
Associated Lab Samples: 9279170001,9279170002,9279170003,9279170004,9279170005
Blank Reporting
Parameter Units
Result Limit Analyzed Qualifiers
Nitrogen', Nitrate mg/L
ND 0.10 10/06/10 17:05
LABORATORY CONTROL SAMPLE: 508199
Spike LCS LCS % Rec
Parameter Units
Conc. Result % Rec Limits Qualifiers
Nitrogen, Nitrate mg/L
6 5.2 104 90-110
MATRIX SPIKE SAMPLE:
508200
9279102001
Spike
MS
MS
0/6 Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
Nitrogen, Nitrate
mg/L
0.66
5
5.5
97.
90-110
MATRIX SPIKE SAMPLE:
508201
9279102002,
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
Rec
Limits Qualifiers
Nitrogen, Nitrate
. mg/L
1.2
5
6.1
97
90-110
SAMPLE DUPLICATE: 508202
9279102003
Dup-
Parameter
Units
Result
Result
RPD
Qualifiers
Nitrogen, Nitrate
mg/L
ND
ND
SAMPLE DUPLICATE: 508203
9279102004
Dup'
Parameter
Units
Result
Result
RPD
Qualifiers
Nitrogen, Nitrate
mg/L
1.4.
1.4
0 -
'Date: 10/15/2010 02:33 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 26 of 28

acioAnalyfical"
www.pacdabs.com
Project: TEC - FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: WETA/8348 Analysis Method: SM 4500-CI-E
QC Batch Method: SM 4500-CI-E Analysis Description: 4500 Chloride
Associated Lab Samples: 9279170001,9279170002,9279170003,9279170004,9279170005
METHOD BLANK: 610321 Matrix: Water
Associated Lab Samples: 9279170001,9279170002,9279170003.9279170004,9279176005
Blank Reporting
Parameter Units Result Limit Analyzed
Chloride mg/L ND 5.0 10/12/10 12:39
LABORATORY CONTROL SAMPLE: 510322
Qualifiers
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Chloride mg/L 20 20.5 102 90-110
MATRIX SPIKE SAMPLE:
Parameter
Chloride
510323
9279113001 Spike MS MS % Rec
Units Result Conc. Result % Rec Limits Qualifiers
mg/L 6510 5000 10900 88 75-125
SAMPLE DUPLICATE: 510324
9279120001 Dup
Parameter Units Result Result RPD. Qualifiers
Chloride mg/L 234 247 5
/ 0ate: 10/15/2010 02:33 PM REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..
%o ACco,
Page 27 of 28

ceA nalyfical"
ww.pacelabsxom
QUALIFIERS
Project: TEC - FAIRVIEW PILOT TEST 10/6
Pace Project No.: 9279170
DEFINITIONS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes in sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
S - Surrogate
1,2-Diphenylhydrazine (8270 listed analyte) decomposes to Azobenzene.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS , (D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is NELAP accredited. Contact your Pace PM for the current list of accredited analytes.
ANALYTE QUALIFIERS
C9 Common Laboratory Contaminant.
D3 Sample was diluted due to the presence of high levels of non -target analytes or other matrix interference.
Mo Matrix spike recovery and/or matrix spike duplicate recovery was outside laboratory control limits.
Date: 10/15/2010 02:33 PM REPORT OF LABORATORY ANALYSIS Page 28 of 28
This report shall not be reproduced, except in full,
without the written c onsent of Pace Analytical Services, Inc..

,1�!;ZeAna iTI
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CHAIN -OF -CUSTODY /Analytical Request Document
The Chain -of -Custody Is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section A Section B Section C
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Requested Due DatarrAT: 4;
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Section D Matrix Codes
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X,
%/
9TI V e7 f 7ell .,I
5
CUT
1.
-91 —S
19-41-1K
V,
1
17,0,0'a S
Is,
I
e. e-'
7
8
9
10
111
121
ADDITIONAL COMMENTS
RELINQUISHED BY tAFFILIATION
DATE..
TIME
ACCEPTED BY AFFILIAT ION
DA�T
TIME
SAMPLE CONDITIONS.
%6-4�
S
'IV
V
SAMPL -.NAM
.0
ORIQ'INAL
o
. "!
-8z
PRINT Name of SAMPLER,
E
n.T
SIGNATURE of SAMPLER:
DATE Signed
(MMIDDIYY):
E
.Ir� late: By signing. this form you are accepting Pare's NET 30 day payment terms and agreeing to late charges of 1.5% per month, 1volces not �ald within 30 days. F-ALL-Q-020rev.07,, Y -ZOU7

I Sample Condition Upon Re
Fice Analjftal'
Client Name: Project #--!b 2 q f 70
1111here Received: El Huntersville P-Aiheville El Eden
Courier: EJ Fed Ex EJ UPS 0 uspSe-ETICEr—lent EJ Commercial El Pace Other_
Custody Seal on Cooler/Box Present: El yes .2-In"o- Seals intact: El yes
Packing Material: El Bubble Wrap 'E� 11ubble Bags El None E10ther
Thermometer Usedt�522 / 14-648-44 Type of Ic Blue None
Temp Correction Factor: Adil:14-1§jj�� 0.
Optional
,p- �o Proi. Due Date:
Proj. Name:
P1<a—MP-111 on ice, cooling'process has begun
Corrected Cooler Temp.: 5. 0 C
Biological Tissue is Frozen: Yes No
Da—teand Initia e m
I Ining
Temp should be above freezing to 60C
Comments:
contents
Chain of Custody Present:
ef<Yes ONo
ON/A
1
Chain of Custody Filled Out:
I Rfe—, ONo
OWA
2.
Chain of Custody Relinquished:
PKe.' ONo
ONIA
3.-
Sampler Name & Signature on COC:
No
ON/A
4.
Samples Arrived within Hold Time:
R<e. ONo
ONIA
5.
Short Hold Time Analysis (<72hr):
42f.—, ONo
ONIA
6.
Rush Turn Around Time Requested:
OYes Dwo--'ONZA
7.
Sufficient Volume:
J�Ke—. ONo
ONIA
8.
Correct Containers Used:
94-'s ONo
ONIA
9.
-Pace Containers Used:
9,!!!�s PNo
ON/A
.,,�ontainers Intact:
ONo
ONIA
10.
Filtered volume received for Dissolved tests
LK.-'[]No
ONIA
11.
Sample I Labels match COC:
_Q*6-s'ONo
0 NhA
1�.
-includes date/time/ID/Analysis Matrix:
All containers needing preservation have been checked.
X-'S' ONo
ON/A
13.
All containers needing preservation are found to be in
compila;e recommendation.
ONo
El N/A
-
�wit
'P11"'
except oliform, TOC, O&G, WI-DRO (water)
J2 VeONo
Initial when completed
Samples checked for dechlorination:
_Q*gs— ONo
ON/A
14.
Headspace in VOA Vials (>6mm):
21!e:s� E]No
ONIA
15.
Trip Blank Present:
��Yes ONo
ON/A
16.
Trip Blank Custody Seals Present
0. No
ON/A.
,Pace Trip Blank Lot# (if purchased):
Client Notification/ Resolution:
Person, Contacted:
Comments/ Resolution:
Datefrime:
Field Data Required? Y / N
T-jCURF Reviewd 6a !Date: SRF Review: Uve 113ate:
Note: Whenever there is a discrepancy affecting North Carolina comKiiance samples, a copy of this form will be sent to the North Carolina DEHNR
Certification Office ( i.e out of hold, incorrect preservative, out of temp, incorrect containers)
F-ASV-CS-03-Rev.02
L

. a ceAnalytical
wmpacilabs.com
October 28, 2010
Mr. Chris Gilbert
Altamont Environmental
231 Haywood Street
Asheville, NC 28801
RE: Project: TEC-Fairview Pilot Test 10/19
Pace Project No.: 9280078
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Dear Mr. Gilbert:
Enclosed are the analytical results for sample(s) received by the laboratory on October 19, 2010.
The results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
I norganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed at our Pace Huntersville laboratory unless otherwisefootnoted. All
Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Lord Patton
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 1 of 25

a oAnalytical
wmpacelabscom
Project: TEC-Falrview Pilot Test 10/19
Pace Project No.: 9280078
Charlotte Certification lDs;
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
Louisiana/LELAP Certification #: 04034
New Jersey Certification #: NCO12
North Carolina Drinking Water Certification #: 37706
North Caroli na Field'Services Certification #: 5342
North Carolina Wastewater Certification #: 12
Pennsylvania Certification #: 68-00784
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
CERTIFICATIONS
South Carolina Certification #: 99006001
South Carolina Drinking Water Cert. * 99006003
Virginia Certification #: 00213
Connecticut Certification#: PH-01 04
Florida/NELAP Certification* E87627
Kentucky UST Certification #: 84
Louisiana DHH Drinking Water * LA 100031
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Asheville Certification IDs
2225 Riverside Dr., Asheville, NC . 28804
North Carolina Drinking Water Certification #: 37712
Connecticut Certification#: PH-01 06
North Carolina Wastewater Certification #: 40
Florida/NELAP Certification #: E87648
Pennsylvania Certification #: 68-03578
Massachusetts Certification #: M-NC030
South Carolina Bioassay Certification * 99030002
New Jersey Certification #: NC01 I '
South Carolina Certification #: 99030001
North Carolina Bioassay Certification #: 9
Virginia Certification #: 00072
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, ' except in full,
without the written consent of Pace Analytical Services, Inc..
Acco"
Page 2 of 25

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
ooAnalyfica( 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
Asheville, NC 28804 Huntersville, NC 28078
wwwpaqvfabs.com
[phone] [phone]
ANALYTICAL RESULTS
Project: TEC-Fairview Pilot Test 10119
Pace Project No.: 9280078
Sample: MW-39 WT Lab ID: 9280078001 Collected: 10119/1011:14 Received: 10/1911015:25 Matrix: Water
Parameters
6010 MET ICP
Arsenic
Cadmium
Chromium
Copper
Lead
Zinc
7470 Mercury
Results Units Report Limit DF . Prepared Analyzed CAS No. Qual
Analytical Method: EPA 6010 Preparation* Method: EPA 3010
ND ug/L
5.0
1
10/20/10 11:30
10/21/10 22:45 7440-38-2
6.0 ug/L
1.0
1
10/20/10 11:30
10/21/10 22:45 7440-43-9
418 ug/L
5.0
1
10/20/10 11:30
10/21/10 22:45 7440-47-3
218 ug/L
5.0
1
10120/10 11:30
10/21/10 22:45 7440-50-8
448 ug/L
5.0
1
10120/10 11:30
10/21/10 22:45 7439-92-1
493 ug/L
10.0
1
10/20/10 11:30
10/21/10 22:45 7440-66-6
Analytical Method: EPA 7470 Preparation Method: EPA 7470
Mercury
0.26 ug/L
0.20
1 10/21/10 12:40
10122/10 13:16 7439-97-6
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND ug/L
25000
1000
10/20/10 20:11
67-64-1
Benzene
ND ug/L
1000
1000
10120/10 20:11
71-43-2
Bromobenzene
ND ug/L
1000
1000
10/20/10 20:11
108-86-1
Bromochloromethane
ND ug/L
1000
1000
10120/10 20:11
74-97-5
Bromodichloromethane
ND ug/L
1000
1000
10/20/10 20:11
75-27-4
Bromoform
ND ug/L
1000
1000
10/20/10 20:11
75-25-2
�Bromomethane
ND ug/L
2000
1000
10/20/10 20:11
74-83-9
2-Butanone (MEK)
5610 ug/L
5000
1000
10120/10 20:11
78-93-3
Carbon tetrachloride
ND ug/L
1000
1000
10120/10 20:11
56-23-5
Chlorobenzene
ND ug/L
1000
1000
10/20/10 20:11
108-90-7
Chloroethane
ND ug/L-
*1000
1000
10/20/10-20-.11
75-00-3
Chloroform
ND ug/L
1000'
1000
10/20/10 20:11
67-66-3
Chloromethane
N D ug/L
1000
1000
10/20/10 20:11
74-87-3
2-Chlorotoluene
ND ug/L
1000
1000
10120/10 20:11
95-49-8
4-Chlorotoluene
ND ug/L
1000
1000
10/20110 20:11
106-43-4
1,2-Dibromo-3-chloropropane
ND ug/L
5000
1000
10/20/10 20:11
96-12-8
Dibromochloromethane
ND ug/L
1000
1000
10/20/10 20:11
124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1000
1000
10120/10 20:11
106-93-4
Dibromomethane
ND ug/L
1000
1000
10/20/10 20:11
74-95-3
1,2-Dichlorobenzene
ND ug/L
1000
1000
10/20/10 20:11
95-50-1
1,3-Dichlorobenzene
ND ug/L
i000
1000
10/26/10 20:11
541-73-1
1,4-Dichlorobenzene
ND ug/L
1000
1000
10/20/10 20:11
106-46-7
Dichlorodifluoromethane
ND ug/L
1000
1000
10/20/10 20:11
75-71-8
1,1-Dichloroethane
ND ug/L
1000
1000
10/20/10 20:11
75-34-3
1,2-Dichloroethane
ND ug[L
1000
1000
10/20/10 20:11
107-06-2
1,1-Dichloroethene
ND ug/L
1000
1000
10/20/10 20:11
75-35-4
c7is-1,2-Dichloroethene
ND ug/L
1000
1000
10/20/10 20:11
156-59-2
trans-1,2-Dichloroethene
ND ug/L
1000
1000
10/20/10 20:11
156-60-5
1,2-Dichloropropane
ND ug/L
1000
1000
10/20/10 20:11
78-87-5
1,3-Dichloropropane
ND ug/L
1000
1000
10/20/10 20:11
142-28-9
2,2-Dichloropropane
ND ug/L
1000
1000
10/20/10 20:11
594-20-7
IJ-Dichloropropene
ND ug/L
1000
1000
10/20/10 20:11
563-6.8-6
cis-1,3-Dichloropropene
ND ug/L
1000
1000
10/20/10 20:11
10061-01-5
trans-1,3-Dichloropropene
ND ug/L
1000
1000
10/201i 0 20:11
10061-02-6
Diisopropyl ether
ND ug/L
1000
1000
10/20/10 20:11
108-20-3
/Date: 10/2812010 10:32 AM
REPORT OF LABORATORY ANALYSIS
This report shall
not be reproduced,
except in full,
without the written consent of Pace Analytical Services, Inc..
Acco'.
Page 3of25

. 7 ci
PaceAnalytical Services, Inc. Pace Analytical Services, Inc.
maildicalo 2225 Riverside Dr. 9800,Kincey Ave. Suite 100
www.pacelabs.com Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project: TEC-Fairview Pilot Test 10/19
Pace Project No.; 9280078
Sample: MW-39 WT
Lab ID: 9280078001 Collected:
10/19/1011:14
Received: 10/19/1015:25 Matrix:Water
Parameters
Results Units Report
Limit
DF
Prepared Analyzed
CAS No. Qual
8260 MSV Low Level
Analytical Method: EPA 8260
Ethylbenzene
ND ug/L
1000
1000
10120/10 20:11
100-41-4
Hexachloro-1,3-butadiene
ND ug/L
1000
1000.
10120110 20:11
87-68-3
2-Hexanone
ND ug/L
5000
1000
10/20/10 20:11
591-78-6
p4sopropyltoluene
ND ug/L
1000
1000
1 . 0120/10 20:11
99-87-6
Methylene Chloride
ND ug/L
2000
1000
10/20110 20:11
75-09-2
4-Methyl-2-pentanone (MIBK)
ND ug/L
6000
1000
10/20/10 20:11
108-10-1
Methyl-tert-butyl ether
ND ug/L
1000
1000
10/20/10 20:11
1634-04-4
Naphthalene
ND ug/L
1000
1000
10120/10 20:11
91-20-3
Styrene
ND ug/L
1000
1000
10/20/10 20:11
100-42-5
1,1,1,2-Tetrachloroethane
ND ug/L
1000
1000
10120/10 20:11
630-20-6
1,1,2,2-Tetrachloroethane
ND ug/L
1000
1000
10/20/10 20:11
79-34-5
Tetrachloroethene
1540 ug/L
1000
1000
10/20/10 20:11
127-18-4
Toluene
4450 ug/L
1000
1000
10/20/10 20:11
108-88-3
1,2,3-Trichlorobenzene
ND ug/L
1000
1000
10120/10 20:11
87-61-6
1,2,4-Trichlorobenzene
ND ug/L
1000
1000
10/20/10 20:11
120-82-1
1,-1,1-Trichloroethane
10600 ug/L
1000
1000
10/20/10 20:11
71-55-6
1,1,2-Trichloroethane
ND ug/L
1000
1000
10/20/10 20:11
79-00-5
Trichloroethene
156000 ug/L
1000
1000
10/20/10 20:11
79-01-6
Trichlorofluoromethane
ND ug/L
1000
1000
10/20/1020:11
75-69-4
1,2,3-Trichloropropane
ND ug/L
1000
1000
10/20/10 20:11
96-18-4
Vinyl acetate
ND ug/L
2000
1000
10/20/10 20:11
108-05-4
Vinyl chloride
ND ug/L
1000
1000
10/20/10 20:11
75-01-4
m&ia-Xylere
ND ug/L
2000
1000
10/20/10"20:11
IT9661-231-1
o-Xylene
ND ug/L
1000
1000
10/20110 20:11
95-47-6
4-Bromofluorobenzene (S)
101 %
10-130
1000
10/20/10 20:11
460-00-4
Dibromolluoromethane (S)
104 %
70-130
1000
10120/10 20:11
1868-53-7
1,2-Dichloroethane-d4 (S)
112 %
70-130
1000
10/20/10 20:11
17066-07-0
Tbluene-dS (S)
97 %
70-130
1000
10/20/10 20:11
2037-26-5
2320BAlkalinity
Analytical Method: SM 2320B
Alkalinity, Total as CaCO3
15.4 mg/L
5.0
1
10/26110 16:22
300.0 IQ Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
ND mg/L
5.0
1
10/22/10 03:00
14808-79-8
363.2 Nitrogen, N021NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate.
0.34 mg/L
0.10
1
10/20/10 10:42
M1
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
ND mg/L
5.0
1
10/20110 13:59
16887-00-6
Date: 10/2812010 10:32 AM
REPORT OF LABORATORY ANALYSIS
Page 4 of 25
This report -shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
ACCQ,�

1/56aeAnalyfical
www.pacelabs.com
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: TEC-Fairview Pilot Test 10/19
Pace Project No.: 9280078
Sample: MW-40 WT LabID: 9280078002 Collected: 10/1911010:16 Received: 10/19/1015:25 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP Analytical Method: EPA 6010 Preparation Method: EPA 3010
Arsenic
ND ug/L
5.0
. 1
10/20/10 11:30
10/21/10 22:58 7440-38-2
Cadmium
ND ug/L
1.0
1
10/20110 11:30
10/21110 22:58 7440-43-9
Chromium
92.3 ug/L
5.0
1
10120/10 11:30
10/21/10 22:58 7440-47-3
Copper
31.7 ug/L
5.0
1
10/20/10 11:30
10/21/10 22:58 7440-50-8
Lead
ND ug/L
5.0
1
10/20110 11:30
10121/10 22:58 7439-92-1
Zinc
58.9 ug/L
10.0
1
10120110 11:30
10/21/10 22:58 7440-66-6
7470 Mercury Analytical Method: EPA 7470 Preparation Method: EPA 7470
Mercury
ND ug/L
0.20
1 10121/10 12:40
10/22110 13:24 7439-97-6
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND ug/L
25.0
1
10/20/10 20:37 67-64-1
Benzene
ND ug/L
1.0
1
10/20110 20:37 71-43-2
Bromobenzene
ND ug/L
1.0
1
10/20110 20:37 108-86-1
Bromochloromethane
ND ug/L
1.0
1
10/20/10 20:37 74-97-5
Bromodichloromethane
ND ug/L
1.0
1
10/20110 20:37 75-27-4
Bromoform
ND ug/L
1.0
1
10120110 20:37 75-25-2
'Bromomethane
ND ug/L
2.0
1
10120/10 20:37 74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
10/20110 20:37 78-93-3
Carbon tetrachloride
ND ug/L
1.0
1
10/20/10 20:37 56-23-5
Chlorobenzene
ND ug/L
1.0
1
10/20/10 20:37 108-90-7
Chloroethane
ND ug/L
Iwo
1
10120110 20:37 75-00-3
Chloroform
3.4 ug/L
1.0
1
10120/10 20:37 67-66-3
Chloromethane
ND ug/L
1.0
1
10/20/10 20:37 74-87-3
2-Chlorotoluene
ND ug/L
1.0
1
10/20/16 20:37 95-49-8
4-Chlorotoluene
ND ug/L
1.0
1
10/20110 20:37 106-43-4
1,2-Dibromo-3-chloropropane
ND ug/L
5.0
1
10/20/10 20:37 96-12-8
Dibromochloromethane
ND ug/L
1.0
1
10/20/10 20:37 124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
11.0
- 1
10/20110 20:37 106-93-4
Dibromomethane
ND ugIL
1.0
1
10/20/10 20:37 74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1�
10/20/10 20:37 96-50-1
1,3-Dichlorobenzene
ND ug/L
1.0
1
10120/10 20:37 541-73-1
1,4-Dichlorobenzene
ND ug/L
1.0
1
10/20110 20:37 106-46-7
Dichlorodifluoromethane
ND ug/L
1.0
1
10120/10 20:37 75-71-8
1,1-Dichloroethane
ND ug/L
1.0
1
10/20/10 20:37 75.-34-3
1,2-Dichloroethane
ND ug/L
1.0
1
10/20/10 20:37 107-06-2
1,1-Dichloroethene
ND ug/L
1.0
1
10/20/10 20:37 75-35-4
c7is-1,2-Dichloroethene
ND ug/L
1.0
1
10/20/10 20:37 156-59-2
trans-1,2-Dichloroethene
ND ug/L
1.0
1
10/20/10 20:37 156-60-5
1,2-Dichloropropane
ND ug[L
1.0
1
10/20110 20:37 78-87-5
1,3-Dichloropropane
ND ug/L
1.0
1
10120/10 20:37 .142-28-9
2,2-Dichloropropane
ND ug/L
1.0
1
10/20/10 20:37 594-20-7
1,1-Dichloropropene
ND ug/L
1.0
1
10/20/10 20:37 563-58-6
cis-1,3-Dichloropropene
ND ug/L
1.0
1
10/20/10 20:37 10061-01-5
trans-1,3-Dichloropropene
ND ug/L
1.0
1
10/20/10 20:37 10061-02-6
Dilsopropyl ether
ND ug/L
1.0
1
10/20/10 20:37 108-20-3
)Date: 1012812010 10:32 AM
REPORT OF LABORATORY
ANALYSIS
Page 5of26
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc
ACCO,.

a eAnalj6dal
ww.pacelabsxom
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: TEC-Fairview Pilot Test 10/19
Pace Project No.: 9280078
Sample: MW-40 WT Lab ID., 9280078002 Collected: 10/1911010:16 Received: 10/19/1615:25 -Matrix:Water
Parameters Results Un its Report Limit DF Prepared Analyzed CAS No. Qual
8260 MSV Low Level Analytical Method: EPA 8260
Ethylbenzene
ND ug/L
1.0
1
10/20/10 20:37 100-41-4
Hexachloro-1,3-butadiene
ND ug/L
1.0
1
10/20/10 20:37 87-68-3
2-Hexanone
ND ug/L
5.0
1
10/20/10 20:37 591-78-6
p-lsopropyltoluene
ND ug/L
1.0
1
.10120/10 20:37 99-87-6
Methylene Chloride
ND ug/L
2.0
'1
10120/10 20:37 75-09-2
4-Methyl-2-pentanone (MIBK)
ND ug/L
5.0
1
10120/10 20:37 108-10-1
Methyl-tert-butyl ether
ND ug/L
1.0
1
10/20110 20:37 1634-04-4
Naphthalene
ND ug/L
1.0
1
10/20/10 20:37 91-20-3
Styrene
ND ug/L
1.0
1
10/20/10 20:37 100-42-5
1,1,1,2-Tetrachloroethane
ND ug/L
1.0
1
10/20/10 20:37 630-20-6
1,1,2,2-Tetrachloroethane
ND ug/L
.1.0
1
10/20/10 20:37 79-34-5
Tetrachloroethene
ND ug/L
1.0
1
10/20/10 20:37 127-18-4
Toluene
ND ug/L
1.0
1
10/20/10 20:37 108-88-3
1,2,3-Tdchlorobenzene
ND ug/L
1.0
1
10/20110 20:37 87-61-6
1,2,4-Tdchlorobenzene.
ND ug1L
1.0
1
10/20/10 20:37 120-82-1
1,1,1-Trichloroethane
ND ug/L
1.0
1
10/20/10 20:37 71-55-6
1,1,2-Tdchloroethane
ND ug/L
1.0
1
10/20/10 20:37 79-00-5
Trickloroethene
2.9 ug/L
1.0
1
10/20/10 20:37 79-01-6
Trichlorofluoromethane
ND ug/L
1.0
1
10/20/10 20:37 75-69-4
1,2,3-Tdchloropropane
ND ug/L
1.0
1
10/20/10 20:37 96-18-4
Vinyl acetate
ND ug/L
2.0
1
10/20/10 20:37 108-05-4
Vinyl chloride
ND ug/L'
1.0
1
10/20110 20:37 75-01-4
m&p-Xylene
Nb uglL
2.0
1
1 mbli 0 2b: 37 176601-23-1
o-Xylene
ND ug/L
1.0
1
10120/10 20:37 95-47-6
4-Bromofluorobenzene (S)
97 %
70-130
1
10/20/10 20:37 460-00-4
Dibromofluoromethane (S)
107 %
70-130
1�
10/20/10 20:37 1868-53-7
1,2-Dichloroethane-d4 (S)
ill %
170-130
1
10/20/10 20:37 17060-07-0
Toluene-d8 (S)
99 %
�0-1 30
1
10/20/10 20:37 2037-26-5
2320B Alkalinity
Analytical Method: SM 2320B
Alkalinity, Total as CaCO3
10.2 mg/L
5.0
1
10/26/10 16:22
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
ND mg/L
5:0
1
10/22/10 04:11 14808-79-8
353.2 Nitrogen, NO2/H03 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
2.7 mg/L
0.10
1
10120110 10:45
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
ND mg/L
5.0
1
10/20110 13:59 16887-00-6
Date: 10/28/2010 10:32 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of PaceAnalytical Services, Inc..
AccoR
Page. 6 of 25

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
oeAnalyficalo 2225 Riverside Dr. 9800 KinceyAve. Suite too
wwwpacelabscom Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project: TEC-Fairview Pilot Test 10/19
Pace Project No.: 9280078
Sample: MW-41 WT
Parameters
Lab ID: 9280078003 Collected: 10/19/1009:24
Results Units Report Limit DF
Received: 10/19/1015:25 Matrix:Water
Prepared Analyzed CAS No. Qual
6010 MET ICP
Analytical Method: EPA6010 Preparation Method: EPA3010
Arsenic
ND ug/L
5.0
1
10/20/10 11:30
10/21110 23:06 7440-38-2
Cadmium
ND ug/L
1.0
1
10120/10 11:30
10/21/10 23:06 7440-43-9
Chromium
7.1 ug/L
5.0
1
10/20/10 11:30
10/21/10 23:06 7440-47-3
Copper
ND ug/L
5.0
1
10120/10 11:30
10/21110 23:06 7440-50-8
Lead
ND ug/L
5.0
1
10/20/10 11:30
10/21/10 23:06 7439-92-1
Zinc
ND ug/L
10.0
1
10/20/10 11:30
10/21/10 23:06 7440-66-6
7470 Mercury
Analytical Method: EPA 7470 Preparation Method:
EPA 7470
Mercury
ND ug/L
0.20
1
10/21/10 12:40
10/22/10 13:31 7439-97-6
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND ug/L
25.0
1
10120/10 21:02 67-64-1
Benzene
ND ug/L
1.0
1
10/20/10 21:02 71-43-2
Bromobenzene
ND ug/L
1.0
1
10/20/10 21:02 108-86-1
Bromochloromethane
ND ug/L
1.0
1
10120/10 21:02 74-97-5
Bromodichloromethane
ND ug/L
1.0
1
10/20/10 21:02 75-27-4
13romoform
ND ug/L
1.0
1
10/20110 21:02 75-25-2
Nb ug/L
2.0
1
10120110 21:02 74-83-9
�2_Butanone (MEK)
ND ug/L
5.0
1
10120/10 21:02 78-93-3
Carbon tetrachloride
ND ug/L
1.0
1
10120110 21:02 56-23-5
Chlorobenzene
ND ug/L
1.0
1
10/20/10 21:02 108-90-7
Chloroethane
ND ug/L
-1.0
1
10/20/10 21:02 75-00-3
Chloroform
.6.0 ug/L
1.0
1
10/20/10 21:02 67-66-3
Chloromethane
ND ug/L
1.0
1
10/20/10 21:02 74-87-3
2-Chlorotoluene
ND ug/L
1.0
1
10/20/10 21:02 95-49-8
4-Chlorotoluene
ND ug/L
1.0
1
10/20/10 21:02 106-43-4
1,2-Dibromo-3-chloro propane
ND ug/L
5.0
1
10/20110 21:02 96-12-8
Dibromochloromethane
ND ug/L
1.0
1
1 0/20h 0 21:02 124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
1.0
1
10/20/10 21:02 106-93-4
Dibromomethane
ND ug/L
1.0
1
10120/10 21:02 74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
10/20/10 21:02 95-50-1
1,3-Dichlorobenzene
ND ug/L
1.0
1
10/20/10 21:02 541-73-1
1,4-Dichlorobenzene
ND ug/L
1.0
1
10/20/10 21:02 106-46-7
Dichlorodifluoromethane
ND ug/L
1.0
1
10/20/10 21:02 75-71-8
1,1-Dichloroethane
ND ug/L
1.0
1
10/20/10 21:02 75-34-3
1,2-Dichloroethane
ND ug/L
1.0
1
10/20/10 21:02 107-06-2
1, 1 -Diehl oroethene
ND ug/L
1.0
1
10/20/10 21:02 75-35-4
cis-1,2-Dichloroethene
ND ug/L
1.0
1
10/20/10 21:02 156-59-2
trans-1,2-Dichloroethene
ND ug/L
1.0
1
10/20/10 21:02 156-60-5
1,2-Dichloropropane
ND ug/L
1.0
1
10/20110 21:02 78-87-5
.1,3-Dichloropropane
ND ug/L
1.0
1
10/20/10 21:02 142-28-9
2,2-Dichloropropane
ND ug/L
1.0
1
10/20/10 21:02 594-20-7
1,1-Dichloropropene
ND ug/L
1.0
1
10/20110 21:02 563-58-6
cis-1,3-Dichloropropene
ND ug/L
1.0
1
10/20/10 21:02 10061-01-5
trans-1,3-Dichloropropene
ND ug/L
1.0
1
10/20/10 21:02 10061-02-6
Diisopropyl ether
ND ug/L
1.0
1
10/20110 21:02 108-20-3
;)ate: 10/28/2010 10:32 AM REPORT OF LABORATORY ANALYSIS Page 7 of 25
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc

acieAnalyficalo
www.pac�ldbs.com
Project: TEC-Fairview Pilot Test 10/19
Pace Project No.:' 9280078
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-41 WT
Parameters
Lab ID: 9280078003 Collected: 10/19/1009:24
Results Units Report Limit DF
Received: 10/1911015:25 Matrix: Water
P.repared Analyzed CAS No. Qual
8260 MSV Low Level
Analytical Method: EPA 8260
Ethylbenzene
ND ug/L
1.0
1
10/20/10 21:02 100-41-4
Hexachloro-1,3-butadiene
ND ug/L
1.0
1
10/20/10 21:02 87-68-3
2-Hexanone
ND ug/L
5.0
1
10120/10 21:02 591-78-6
p-Isopropyltoluene
ND ug/L
1.0
1
10/20/10 21:02 99-87-6
Methylene Chloride
ND ug/L
2.0
1
10/20/10 21:02 75-09-2
4-Methyl-2-pentanone (MIBK)
ND ug/L
5.0
1
10/20110 21:02 108-10-1
Methyl-tert-butyl ether
ND ug/L
1.0
1
10120/10 21:02 1634-04-4
Naphthalene
ND ug/L
1.0
1
10/20110 21:02 91-20-3
Styrene
ND ug/L
1.0
1
10/20/10 21:02 100-42-5
1,1,1,2-Tetrachloroethane
ND ug/L
1.0
1
10/20110 21:02 630-20-6
1,1,2,2-Tetrachloroethane
ND ug/L
1.0
1
10120/10 21:02 79-34-5 '
Tetrachloroethene
ND ug/L
1.0
1
10/20/10 21:02 - 127-18-4
Toluene
ND ug/L
1.0
1
10/20/10 21:02 108-88-3
1,2,3-Trichlorobenzene
Nb ug/L
1.0
1
10/20/10 21:02 87-61-6
1,2,4-Trichlorobenzene
N D ug/L
1.0
1
10/20/10 21:02 120-82-1
1, 1, 1 -Trichloroethane
ND ug/L
1.0
1
10/20/10 21:02 71-55-6
1,1,2-Trichloroethane
ND ug/L
1.0
1
10/20/10 21:02 79-00-5
Trichloroethene
N D ug/L
1.0
1
10/20110 21:02 79-01-6
Trichlorofluoromethane
N D ug/L
1.0
1
10/20/10 21:02 75-69-4
1,2,3-Tr'ichloropropafie
ND ug/L
1.0
1
10/20/10 21:02 96-18-4
Vinyl acetate
ND ug/L
2.0
1
10/20/10 21:02 108-05-4
Vinyl chloride
ND ug/L
1.0
1
1012011.0 21:02 75-01-4
m&p-Xylene
ND ug/L
2.0
1
10/20110 21:02 179601-23-1
o-Xylene
ND ug/L
1.0
1
10/20/10 21:02 95-47-6
4-Bromofluorobenzene (S)
100 %
70-130
1
1.0/20/10 21:02 460-00-4
Dibromofluoromethane (S)
104 %
70-130
1
10/20/10 21:02 1868-53-7
1,2-Dichloroethane-d4 (S)
ill %
70-130
1
10/20/10 21:02 17b6O-O7-0
Tbluene-d8 (S)
98 %
70-130
1
10120/10 21:02 2037-26-5
2320B Alkalinity
Analytical Method: SM 2320B
Alkalinity, Total as CaCO3
10.2 mg/L
5.0
1
10126110 16:22
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
S ulfate
ND mg/L
5.0
1
10/22/10 04:34 14808-79-8
353.2 Nitrogen, N021NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
3.3 mg/L
0.10
1
10120110 10:48
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
ND mg/L
5.0
1
10120110 13:59 16.887-00-6
Date: 10/28/2010 10:32 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
AccQ#
.-J iac�
Page 8 of 25

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
Xical 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
eMal
/5ao www.pacelabs.com Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project: TEC-Fairview Pilot Test 10/19
Pace Project No.: 9280078
Sample:'RW-6 Lab ID: 9280078004 Collected: 10/19/10 12:13 Received: 10/19/10 16:25 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP Analytical Method: EPA 6010 Preparation Method: EPA 3010
Arsenic
ND ug/L
5.0
1 10/20/10 11:30
10/21/10 23:25 7440-38-2
Cadmium
ND ug/L
1.0
1 10/20/10 11:30
10121110 23:25 7440-43-9
Chromium
117 ug/L
5.0
1 10/20/10 11:30
10/21/10 23:25 7440-47-3
Copper
ND ug/L
5.0
1 10/20/10 11:30
10121/10 23:25 7440-50-8
Lead
ND ugil-
6.0
1 10120/10 11:30
10/21/10 23:25 7439-92-1
Zinc
17.4 ug/L
10.0
1 10/20/10 11:30
10/21/10 23:25 7440-66-6
7470 Mercury
Analytical Method: EPA 7470
Preparation Method:
EPA 7470
Mercury
ND ug/L
0.20
1 10121/10 12:40
10/22/10 13:34 7439-97-6
.8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND ug/L
250
10
10/20/10 21:27 67-64-1
Benzene
ND ug/L
10.0
10
10/20/10 21:27 71-43-2
Bromobenzene
ND ug/L
10.0
10
10/20110 21:27 108-86-1
Bromochloromethane
ND ug/L
10.0
10
10120/10 21:27 74-97-5
Bromodichloromethane
ND ug/L
10.0
10
10/20/10 21:27 75-27-4
9romoform
NID ug/L
10.0
10
10/20/10 21:27 75-25-2
�3romomethane
ND ug/L
20.0
10
10/20/10 21:27 74-83-9
---�O-Butanone (MEK)
ND ug/L
50.0
10
10120110 21:27 78-93-3
Carbon tetrachloride
ND ug/L
10.0
10
10/20/10 21:27 56-23-5
Chlorobenzene
ND ug/L
10.0
10
10120/10 21:27 108-90-7
Chloroethane
ND ug/L
10.0
10
10/20/10 21:27 75-00-3
Chloroform
ND ug/L
10.0
10
1 0120h 0 21:27 67-66-3
Chloromethane
ND ug/L
10.0
10
10/20/10 21:27 74-87-3
2-Chlorotoluene
ND ug/L
10.0
10
10/20/10 21:27 95-49-8
4-Chlorotoluene
ND ug/L
10.0
10
10/20/10 21:27 106-43-4
1,2-Dibromo-3-chloropropane
ND ug/L
60.0
10
10/20/10 21:27 96-12-8
Dibromochloromethane
ND ug/L
10.0
10
10120110 21:27 124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
10.0
10
10/20/10 21:27 106-93-4
Dibromomethane
ND ug/L
10.0
10
10120/10 �1:27 74-95-3
1,2-Dichlorobenzene
ND ug/L
10.0
10
10/20110 21:27 95-50-1
1,3-Dichlorobenzene
ND ug/L
10.0
10
10/20110 21:27 541-73-1
1,4-Dichloro6enzene
NID ug/L
10.0
10
10/20/10 21:27 106-46-7
Dichlorodifluoromethane
ND ug/L
10.0
10
10/20110 21:27 75-71-8
1,1-Dichloroethane
NIJ ug/L
10.0
10
10/20110 21:27 75-34-3
1,2-Dichloroethane
ND ug/L
10.0
10
10/20/10 21:27 107-06*-2
1,1-Dichloroethene
ND ug/L
10.0
10
10/20/10 21:27 75-35-4
cis-1,2-Dichloroethene
ND ug/L
10.0
10
10/20/10 21:97 156-59-2
trans-1,2-Dichloroethene
ND ug/L
10.0
10
10120/10 21:27 166-60-5
1,2-Dichloropropane
ND ug/L
10.0
10
10/20/10 21:27 78-87-5
1,3-Dichloropropane
ND ug/L
10.0
10
10120110 21:27 142-28-9
2,2-Dichloropropane
ND ug/L
10.0
10
10/20/10 21:27 594-20-7
1,1-Dichloropropene
NID ug/L
10.0
10
10/20/10 21:27 563-58-6
cis-1,3-Dichloropropene
ND ug/L
10.0
10.
10/20/10 21:27 10061-01-5
trans-1,3-Dichloropropene
ND ug/L
10.0
10
10120/10 21:27 -10061-02-6
Dilsopropyl ether
NID ug/L
10.0
10
10/20110 21:27 108-20-3
1)ate: 10/28/2010 10:32 AM
REPORT OF LABORATORY ANALYSIS
This report shall
not be reproduced, except in full,
without the written consent
of Pace Analytical Services, Inc..
D3
Page 9 of 25

acloAnalyfical
www.paqe1ahs.cain
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9900 Kincey Ave. Suite 1 ' 00
Ftuntersville, NC 28078
[phone]
Project: TEC-Fairview Pilot Test 10119
Pace Project No.: 9280078
Sample: RW-6 LablD: 9280078004 Collected: 10/19/1012:13 Received: 10/19/1015:25 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260 MSV Low Level
Analytical Method: EPA 8260
Ethylbenzene
ND ug/L
10.0
10
Hexachloro-1,3-butadiene
ND ug/L
10.0
10
2-Hexanone
ND ug/L
50.0
10
p-Isopropyltoluene
ND ug/L
10.0
10
Methylene Chloride
ND ug/L
20.0
10
4-Methyl-2-pentanone (MIBK)
ND ug/L
50.0
10
Methyl-tert-butyl ether
ND ug/L
10.0
10
Naphthalene
ND ug/L
10.0
10
Styrene
ND ug/L
10.0
10
1,1,1,2-Tetrachloroethane
ND ug/L
10.0
10
1,1,2,2-Tetrachloroethane
ND ug/L
10.0
10
Tetrachloroethene
ND ug/L
10.0
10
Toluene
ND ug/L
10.0
10
1,2,3-Trichlorobenzene
ND ug/L
10.0
10
1,2,4-Trichlorobenzene
ND ug/L
10.0
10
1,1,1-Trich.loroethane
ND ug/L
10.0
10
1,1,2-Trichloroethane
ND ug/L
10.0
10
Trichloroethene
ND ug/L
10.0
10
Tr'ichlorofluoromethane
ND ug/L
10.0
10
1,2,3-Trichloropropane
ND ug/L
10.0
10
Vinyl acetate
ND ug/L
20.0
10
Vinyl chloride
ND ug/L
10.0
10
m&p-Xylene
ND ugll-
20.0
10
o-Xylene
ND ug]L
10.0
10
4-Bromofluorobenzene (S)
100 %
70-130
10
Dibromofluoromethane (S)
105 %
70-130
10
1,2-Dichloroethane-d4 (S)
III %
70-130
10
Toluene -dB (S)
99 %
70-130
10
2320B Alkalinity
Analytical Method: SM 2320B
Alkalinity, Total as CaC 03
42.0 mg/L
5.0
1
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
ND mg/L
5.0
1
363.2 Nitrogen, NO2/NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
3.2 mg/L
0.10
1
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
6.0 mg/L
5.0
1
Date: 10/2812010 10:32 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
10/20/10 21:27 100-41-4
10/20/10 21:27 87-68-3
10120/10 21:27 591-78-6
10120/10 21:27 99-87-6
10/20/10 21:27 75-09-2
10/20/10 21:27 108-10-1
10/20/10 21:27 1634-04-4
10/20/10 21:27 91-20-3
10/20/10 21:27 100-42-5
10/20110 21:27 630-20-6
10/20/10 21:27 79-34-5
10120110 21:27 127-18-4
10/20/10 21:27 108-88-3
10120/10 21:27 87-61-6
10/20/10 21:27 120-82-1
10/20/10 21:27 71-55-6
10/20/10 21:27 79-00-5
10/20/10 21:27 79-01-6
10/20/10 21:27 75-69-4
10/20/10 21:27 96-18-4
10/20/10 21:27 108-05-4
10/20/10 21:27 75-01-4
10/20/10 21:27 179601-23-1
10/20/10 21:27 95-47-6
10/20/10 21:27 460-00-4
10/20/10 21:27 1868-53-7
10/20/10 21:27 17060-07-0
10/20/10 21:27 2037-26-5
10126/10 16:23
10/22/10 04:58 14808-79-8
10120110 10:49
10/24/10 15:11 16887-00-6
Page10of25

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
AnalXical 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
1�5alce Asheville, NC 288 . 04 Huntersville, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project: TEC-Fairview Pilot Test 10/19
Pace Project No.: 9280078
Sample: RW-7 LablD: 9280078006 Collected: 10/19/1013:03 Received: 10/19/1015:25 Matrix:Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6010 MET ICP Analytical Method: EPA 6010 Preparation Method: EPA 3010
Arsenic
ND ug/L
500
1
10/20110 11:30
10121/10 23:28 7440-38-2
Cadmium
NO ug/L
100
1
10/20110 11:36
10/21/10 23:28 7440-43-9
Chromium
768 ug/L
500
1
10/20/10 11:30
10/21/10 23:28 7440-47-3
Copper
ND ug/L
500
1
10/20/10 11:30
10/21/10 23:28 7440-50-8
Lead
ND ug/L
500
1
10/20/10 11:30
10/21/10 23:28 7439-92-1
Zinc
ND ug/L
1000
1
10/20/10 11:30
10/21/10 23:28 7440-66-6
7470 Mercury
Analytical Method: EPA 7470 Preparation Method: EPA 7470
Mercury
ND ug/L
2.0
1 -
10/21?10 12:40
10/22/10 13:42 7439-97-6 D3
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND ug/L
125000
5000
10/20/10 21:63 67-64-1 D3
Benzene
ND ug/L
5000
5000
10/20/10 21:53 71-43-2
Bromobenzene
ND ug/L
5000
5000
10120/10 21:53 108-86-1
Bromochloromethane
ND ug/L
5000
5000
10/20110 21:53 74-97-5
Bromodichloromethane
ND ug/L
5000
5000
10/20/10 21:53 75-27-4
13romoform
ND ug/L
5000
5000
10/20/10 21:53 75-25-2
'Bromomethane
ND ug/L
10000
5000
10/20/10 21:53 74-83-9
2-Butanone (MEK)
ND ug/L
25000
5000
10/20110 21:53 78-93-3
Carbon tetrachloride
ND ug/L
5000
5000
10120/10 21:53 56-23-5
Chlorobenzene
ND ug/L
5000
5000
10/20/10 21:53 108-90-7
Chloroethane
ND ug/L
5000-
5000
10/20/10 21:53 76-00-3
Chloroform
ND ug/L
5000
5000
10120/10 21:53 67-66-3
Chloromethane
ND ug/L
5000
5000
10/20/10 21:53 74-87-3
2-Chlorotoluene
ND ug/L
5000
5000
10/20/10 21:53 95-49-8
4-Chlorotoluene
ND ug/L
5000
5000
10/20/10 21:53 106-43-4
1,2-Dibromo-3-chloro propane
ND ug/L
25000
5000
10/20/10 21:53 96-12-8
Dibromochloromethane
ND ug/L
5000
5000.
10/20/10 21:53 124-48-1
1,2-Dibromoethane (EDB)
ND ug/L
5000
5000
10120/10 21:53 106-93-4
Dibromomethane
ND ug/L
5000
5000
10/20/10 21:53 74-95-3
1,2-Dichlorobenzene
NID ug/L
5000
5000
10120/10 21:53 95-50-1
1,3-Dichlorobenzene
ND ug/L
5000
5000
10/20110 21:53 541-73-1
1,4-Dichlorobenzene
ND ug/L
5000
5000
10/20/10 21:53 106-46-7
Dichlorodifluoromethane
ND ug/L
5000
5000
10/20/10 21:53 75-71-8
I,I-Dichloroethane
NO ug/L
5000
5000
10120/10 21:53 75-34-3
1,2-Dichloroethane
ND ug/L
5000
5000
10/20/10 21:53 107-06-2
IJ-Dichloroethene
ND ug/L
5000
5000
10/20110 21:53 75-35-4
cis-1,2-Dichloroethene
NID ug/L
5000
5000
10120/10 21:53 156-59-2
trans-1,2-Dichloroethene
ND ug/L
5000
5000
16/20/10 21:53 156-60-5
1,2-Dichloropropane
NO ug/L
6000
5000
10/20/10 21:53 78-87-5
1,3-Dichloropropane
ND ug/L
5000
5000
10120/10 21:53 142-28-9
2,2-Dichloropropane
ND ug/L
5600
5000
10/20/10 21:53 594-20-7
1,1-Dichloropropene
NID ug/L
5000
5000
10/20/10 21:63 563-58-6
cis-1,3-Dichloropropene
ND ug/L
5000
5000
10/20110 21:53 10061-01-5
tran's-1,3-Dichloropropene
ND ug/L
5000
5000
10/20/10 21:53 10061-02-6
Diisopropyl ether
NID ug/L
5000
5000
10120/10 21:53 108-20-3
,Date: 10/28/2010 10:32 AM
REPORT OF LABORATORY ANALYSIS
Page 11 of 25
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..

0
1 a eAnal
. yfical
ww.pacelabs.com
Project:
Pace Project No.
Sample: RW-7
TEC-Fairview Pilot Test 10/19
9280078
Parameters
8260 MSV Low Level
Ethylbenzene
Hexachloro-1,3-butadiene
2-Hexanone
p-Isopropyltoluene
Methylene Chloride
4mlvlethyl-2-pentanone (MlBK)
Methyl-tert-butyl ether
Naphthalene
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,2,3-Tr'ichlorobenzene
1,2,4-Trichlorobenzene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloro6thene
Trichlor-ofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chlor ide
m&p-Xylene
o-Xylene
4-Bromofluorobenzene (S)
Dibromofluoromethane (S)
1,2-Dichloroethane-d4 (S)
Tbluene-d8 (S)
2320B Alkalinity
Alkalinity, Total as CaCO3
300.0 IC Anions 28 Days
Sulfate
353.2 Nitrogen, NO2/NO3 unpres;
Nitrogen, Nitrate
4600 Chloride
Chloride
Date: 10/28/2010 10:32 AM
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
(828)2544176
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Lab!D: 9280078005 Collected: 10/19/10 13:03 Received: 10/19/10 15:25 Matrix: Water
Results Units Report Limit DF Prepared Analyzed CAS No. Qua]
Analytical Method: EPA 8260
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND'ug/L
ND ug/L
NQ ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug/L
ND ug[L
ND ug/L
ND ug/L
ND ug/ L
ND ug/L
ND ug/L
100 %
109 %
113 %
98 %
Analytical Method: SM 2320B
ND mg/L
Analytical Method: EPA 300.0
ND mg/L
Analytical Method: EPA 353.2
ND mg/L
Analytical Method: SM 4500-CI-E
ND mg/L
5000
5000
10/20/10 21:53
100-41-4
5000
5000
10/20/10 21:53
87-68-3
25000
5000
10/20/10 21:53
591-78-6
5000
5000
10/20/10 21:53
99-87-6
10000
5000
10/20/10 21:53
75-09-2
25000
5000
10/20/10 21:53
108-10-1
5000
5000
10/20/10 21:53
1634-04-4
'5000
5000
10/20/10 21:53
91-20-3
5000
5000
10120110 21:53
100-42-5
5000
5000
10/20/10 21:53
630-20-6
5000
5000
10/20/10 21:53
79-34-5
5000
5000
10/20/10 21:53
127-18-4
6000
5000
10/20/10 21:53
108-88-3
5000
5000
10120110 21:53
87-61-6
6000
5000
10/20/10 21:53
120-82-1
5000
5000
10/2M 0 21:53
71-55-6
5000
5000
10120/10 21:53
79-00-5
5000
5000
10/20/10 21:53
79-01-6
5000
5000
10/20/10 21:53
75-69-4
5000
5000
10/20110 21:53
96-18-4
10000
5000
10/20/10 21:53
108-05-4
6000
5000
10/20/10 21:53
75-01-4
10000
5000
10/20/10 21:53
179601-23-1
5000
5000
10120110 21:53
95-47-6
70-130
5000
10/20/10 21:53
460-00-4
70-130
5000
10120110 21:53
1868-53-7
70-130
5000
10/20/10 21:53
17060-07-0
70-130
5000
10/20/10 21:53
2037-26-5
25000 5000 10/26/10 16:23
5000 1000 1 10/22/10 05:22 14808-79-8 D3
10.0 100 10/20/10 11:11
5000 1000 10124/10 15:11 16887-00-6 D3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
with out th e vaitten consent of Pace Analytical Services, Inc..
Page 12 of 25

1�5a.'peAnalyfical ID
www.pacelabs.com
Project: TEC-Fairview Pilot Test 10/19
Pace Project No.: 9280078
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: Trip Blank
Parameters
LablID: 9280078006 Collected: 10/19/1000:00
Results Units Repprt Limit DF
Received: 10/19/1015:25 Matdx:Water
Prepared Analyzed CAS No.
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND ug/L
25.0
1
10/20/10 19:46 67-64-1
Benzene
ND ug/L
1.0
1
10/20/10 19:46 71-43-2
Bromobenzene
NID ug/L
1.0
1
10/20/10 19:46 108-86-1
Bromochloromethane
ND ug/L
1.0
1
10120/10 19:46 74-97-5
Bromodichloromethane
ND ug/L
1.0
1
10/20/10 19:46 75-27-4
Bromoform
ND ug/L
1.0
1
10/20/10 19:46 75-25-2
Bromomethane
NID ug/L
2.0
1
10/20/10 19:46 74-83-9
2-Butanone (MEK)
ND ug/L
5.0
1
10/20/10 19:46 78-93-3
Carbon tetrachloride
NID ug/L
1.0
1
10/20/10 19:46 56-23-5
Chlorobenzene
ND ug/L
1.0
1
10/20/10 19:46 108-90-7
Chloroethane
ND ug/L
1.0
1
10/20/10 19:46 75-00-3
Chloroform
ND ug/L
1.0
1
10/20/10 19:46 67-66-3
Chloromethane
NID ug/L
1.0
1
10/20/10 19:46 74-87-3
2-Chlorotoluene
ND ug/L
1.0
1
10/20/10 19:46 95-49-8
4-Chlorotoluene
NID ug/L
1.0
1
10/20/10 19:46 106-43-4
1,2-Dibromo-3-chloropropane
NID ug/L
5.0
1
10120110 19:46 96-12-8
Dibromochlo romethane
ND ug/L
1.0
1
10/20/101 9:46 124-48-1
,,2-Dibromoethane (EDB)
ND ug/L
1.0
1
-10/20/10 19:46 106-93-4
-!)ibromomethane
NID ug/L
1.0
1
10120/10 19:46 74-95-3
1,2-Dichlorobenzene
ND ug/L
1.0
1
10/20/10 19:46 95-50-1
1,3-Dichlorobenzene
NID ug/L
1.0
1
10/20/10 19:46 541-73-1
1,4-Dic-hl-orobenzene
NID ug/L
1.0
1
10/20110 19:46 106-46-7
Dichlorodifluoromethane
ND ug/L
1.0
1
10/20/110 19:46 75-71-8
M-Dichloroethane
ND ug/L
1.0
1
10/20/10 19:46 75-214-3
1,2-Dichloroethane
ND ug/L
1.0
1
10/20/10 19:46 107-06-2
1,1-Dichloroethene
ND ug/L
1.0
1
10/20/10 19:46 75-35-4
cis-1,2-Dichloroethene
ND ug/L
1.0
1
10/20/10 19:46 156-59-2
trans-1,2-Dichloroethene
NID ug/L
1.0
1
10120/1019 :46 156-60-5
1,2-Dichloropropane
ND ug/L
1.0
1
10/20/10 19:46 78-8T5
1,3-Dichloropropane
ND ug/L
1.0
1
10/20/10 19:46 142-28-9
2,2-Dichloropropane
ND ug/L
1.0
1
10/20/10 19:46 594-20-7
1,1-Dichloropropene
ND ug/L
1.0
1
10/20/10 19:46 563-58-6
cis-1,3-Dichloropropene
NID ug/L
1.0
1
10/20/10 19:46 10061-01-5
trans-1,3-Dichloropropene
ND ug/L
1.0
1
10120/10 19:46 10061-02-6
Diisopropyl ether
ND ug/L
1.0
1
10/20/10 19:46 108-20-3
Ethylbenzene
ND ug/L
1.0
1
10/20/10 19:46 100-41-4
Hexachloro-1,3-butadiene
ND ug/L
1.0
1
10/20/10 19:46 87-68-3
2-Hexanone
ND ug/L
5.0
1
10/20/10 19:46 591-78-6
p-Isopropyltoluene
ND ug/L
1.0
1
10/20110 19:46 99-87-6
Methylene Chloride
NID ug/L
2.0
1
10/20/1619:46 75-09-2
4-Methyl-2-pentanone (MIBK)
NID ug/L
5.0
1
10/20110 19:46 108-10-1
Methyl-tert-butyl ether
ND ug/L
1.0
1
10/20/10 19:46 1634-04-4
Naphthalene
NID ug/L
1.0
1
10/20110 19:46 91-20-3
Styrene
ND ug/L
1.0
1
10/20/10 19:46 100-42-5
1,1,1,2-Tetrachloroethane
ND ug/L
.1.0
1
10/20/10 19:46 630-20-6
1,1,2,2-Tetrachloroethane
ND ug/L
1.0
1
10/20110 19:46 79-34-5
Tetrachloroethene
ND ug/L
1.0
1
10/20/10 19:46 127-18-4
.late: 10/28/2010 10:32 AM REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Qual
Page 13 of 25

acieAnaliftal
www.pacelabs.com
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Me. Suite 100
Huntersville, NC 28078
[phone]
Project: TEC-Falrview Pilot Test 10/19
Pace Project No.: 9280078
Sample: Trip Blank LablD: 9280078006 Collected: 10/19/1000:00 Received: 10/19/1015:25 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260 MSV Low Level
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,1,11 -Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl a(cetate
Vinyl chloride
m&p-Xylene
o-Xylene
4-Bromofluorobenzene (S)
Dibromofluoromethane (S)
1,2-Dichloroethane-d4 (S)
Tbluene-d8 (S)
Analytical Method: EPA 8260
ND ug/L
1.0
1
10/20/10 19:46 108-88-3
ND ug/L
1.0
1
10/20/10 19:46 87-61-6
ND ug/L
1.0
1
10/20/10 19:46 120-82-1
�D ug/L
1.0
1
10/20/10 19:46 71-55-6
ND ug/L
1.0
1
10/20/10 19:46 79-00-5.
ND ug/L
1.0
1
10/20/10 19:46 79-01-6
ND ug/L
1.0
1
10/20/10 19:46 75-69-4
ND ug/L
1.0
1
10/20/10 19:46 96-18-4
ND ug/L
2.0
1
10/20/10 19:46 108-05-4
ND ug/L
1.0
1
10/20/10 19:46 75-01-4
ND ug/L
2.0
1
10/20/10 19:46 179601-23-1
ND ug/L
1.0
1
10120/10 19:46 95-47-6
98 %
70-130
1
10/20/10 19:46 460-00-4
106 %
70-130
1
10/20/10 19:46 1868-53-7
109 %
70-130
1
10/20/10 19:46 17060-07-0
98 %
70-130
1
10/20/10 19:46 2037-26-5
Date: 10/28/2010 10:32 AM REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
withoutthe written consent of Pace Analytical Services, Inc..
Page 14 of.25

/581cAnalytical
e www.pac�tbs.com
Project: TEC-Fairview Pilot Test 10/19
Pace Project No.: 9280078
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: MPRP/7267
Analysis Method:
EPA6010
QC Batch Method: EPA 3010
Analysis Description:
6010 MET
Associated Lab Samples:
9280,078001,9280078002,9280078003,9280078004,9280078005
METHOD BLANK: 514297
Matrix: Water
Associated Lab Samples:
9280078001,9280078002,9280078003,9280078004,9280078005
Blank Reporting
Parameter
Units
Result Limit
Analyzed
Arsenic
ug/L
ND
5.0 10/21110 22:38
Cadmium
ug/L
ND
1.0 10/21110 22:38
Chromium
ug/L
ND
6.0 10/21/10 22:38
Copper
ug/L
ND
5.0 10/21110 22:38
Lead
ug/L
ND
5.0 10121110 22:38
Zinc
ug/L
ND
10.0 10/21/10 22:38
LABORATORY CONTROL SAMPLE:
514298
Parameter
Units
Arsenic
ug/L
Cadmium
ug/L
-'Chromium
ug/L
Copper
ug/L
Lead
ug/L
Zinc
ug/L
MATRIX SPIKE SAMPLE:
.514299
Parameter
Units
Arsenic
ug/L
Cadmium
ug/L
Chromium
ug/L
Copper
ug/L
Lead
ug/L
Zinc
ug/L
SAMPLE DUPLICATE: 514300
Parameter
Arsenic
Cadmium
Chromium
Copper
Lead
Zinc
Date: 10128/2010 10:32 AM
Qualifiers
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Spike
LCS
LCS
% Rec
Conc.
Result
% Rec
Limits
Qualifiers
500
484
97
80-120
500
493
99
80-120
500
495
99
80-120
500
483
97
80-120.
600
492
98
80-120
500
476
95
80-120
9280078001
Spike
MS
IVIS
% Rec
Result
Conc.
Result
% Rec
Limits Qualifiers
ND
500
300
60
75-125 MO
6.0
500
362
71
75-125 MO
418
500
789
74
75-125 MO
218
500
601
77
75-125
448
500
750
60
75-125 MO
493
500
843
.70
75-125 MO
Units
9280078002
Result
Dup
Result RPD Qualifiers
ug/L
ND
ND'
ug/L
ND
ND
ug/L
92.3
92.3 0
ug/L
31.7
32.1 1
ug/L
ND
4.6J
ug/L
58.9
59.0 0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc:.
%% ACC04.
Page 15 of 25

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
,�aoeAnalyfical 2225 Riverside Dr. 9800 KinceyAve. Suite 100
www.pacelabs.com Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
QUALITY CONTROL DATA
Project: TEC-Fairview Pilot Test 10/19
Pace Project No.: 9280078
QC Batch: MERP/3086
Analysis Method: EPA 7470
QC. Batch Method: EPA 7470
Analysis Description: 7470 Mercury
Associated Lab Samples: 9280078001,9280078002,9280078003,9280078004"9280078005
METHOD BLANK: 515156
Matrix: Water
Associated Lab Samples: 9280078001,9280078002,9280078003,9280078004,9280078005
Blank Reporting
Parameter Units
Result Limit Analyzed Qualifiers
Mercury ug/L
ND- 0.20 10/22/10 13:07
LABORATORY CONTROL SAMPLE: 515157
Spike LCS LCS % Rec
Parameter Units
Conc. Result % Rec Limits Qualifiers.
Mercury ug/L
2.5 2.1 83 80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 515158
515159
IVIS MSID
9280078001
Spike Spike IVIS MSD IVIS MSD
% Rec
Parameter Units' Result
Conc. Conc. Result Result % Rec % Rec
Limits RPD. Qual
Mercury ug/L 0.26
2.5 2.5 2.3 2.3 81 130
75-125. 1
MATRIX SPIKE& MATRIX SPIKE DUPLICATE: 515160
515161
IVIS MSD
9280078002
Spike Spike MS MSD IVIS MSD
% Rec
Parameter Units Result
Conc. Conc. Result Result % Rec % Rec
Limits RPID Qual
Mercury ug/L ND
2.5 2.5 2.2 2.2 89 87
75-125 2
Date: 10/28/2010 10:32 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 16 of 25

Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA .
Project: TEC-Fairview Pilot Test 10/19
Pace Project No.: 9280078
QG Batch: MSW12728 Analysis Method: EPA 8260
QC Batch Method: EPA 8260 Analysis Description: 8260 MSV Low Level
Associated Lab Samples: 9280078001,9280078002,9280078003,9280078004,9280078005,9280078006
METHOD BLANK: 514488
Associated Lab Samples:
Parameter
Matrix: Water
9280078001,9280078002,9280078003,9280078004,9280078005,9280078006
Blank Reporting
Units Result Limit Analyzed Qualifiers
1,1,1,2-Tetrachloroethane
1,11,11-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloroethane
1,11-Dichloroethane
M-Dichloroethene
1,1-Dichloropropene
1,2,3-trichlorobenzene
1,2,3-Tr'ichloropropane
1,2,4-Trichlorobenzene
.1,2-Dibromd-3-chloropropane
1,2-Dibromoethane (EDB)
I i2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Butanone (MEK)
2-Chlorotoluene
2-Hexanone,
4-Chlorotoluene
4-Methyl-2-pentanone (MIBK)
Acetone
Benzene
Bromobenzene
Bromochloromethane
Bro mod ichlorom ethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
cis-1,2-Dichloroethene
cis-1,3-Dichloropropene
Dibromachloromethane
Dibromomethane
DiGhlorodifluoromethane
Diisopropyl ether
Ethylbenzene
I Date: 10/28/2010 10:32 AM
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug[L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L.
ug/L
ug/L
ug/L
ug/L
ug/L
ug[L
u6/1-
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND -
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
5.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
5.0
1.0
5.0
1.0
5.0
25.0
1.0
1.0
1�0
1.0
1.0
2.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
10/20/10 12:27
10120110 12:27
10120110 12:27
10/20/10 12:27
10120/10 12:27
10/20110 12:27
10/20/10 12:27
10/20/10 12:27
10/20110 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20110 12:27
10/20/10 12:27
10/20/10 12:27
10/20110 12:27
10/20/10 12:27
10/20/10 12:27
10/20110 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20/10 12:27
10/20110 12:27
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Page 17 of 25

eAnalytical
www.pacelabs.com
Project: TEC-FaIrview Pilot Test 10/19
Pace Project No.: 9280078
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
METHODBLANK: 514488
Matrix: Water
Associated Lab Samples: 9280078001,9280078002,9280078003,9280078004,9280078005,9280078006
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed
Qualifiers
Hexachloro-1,3-butad.iene
ug/L
ND
1.0
10120110 12:27
m&p-Xylene
ug/L
ND
2.0
10/20/10 12:27
Methyl-tert-butyl ether
ug/L
ND
1.0
10/20/10 12:27
Methylene Chloride
ug/L
ND
2.0
10/20/10 12:27
Naphthalene
ug/L
ND
1.0
10/20/10 12:27
o-Xylene
ug/L
ND
1.0
10/20/10 12:27
p-Isopropyltoluene
ug/L
ND
1.0
10/20/10 12:27
Styrene
ug/L
ND
1.0
10/20/10 12:27
Tetrachloroethene
ug/L
ND
1.0
10120/10 12:27
Toluene
ug/L
ND
1.0
10/20/10 12:27
trans-1,2-Dichlor oethene
ug/L
ND
1.0
10/20/10 12:27
trans-1,3-Dichloropropene
ug/L
ND
1.0
10/20/10 12:27
Trichloroethene
ug/L
ND
1.0
10/20/10 12:27
Trichlorofluoromethane
ug/L
ND
1.0
10120110 12:27
Vinyl acetate
ug/L
ND
2.0
10120/10 12:27
Vinyl chloride
ug/L
ND
1.0
10/20/10 12:27
1,2-Dichloroethane-d4 (S)
%
108
70-130
10/20/10 12:27
4-Bromofluorobenzene (S)
%
98
70-130
10/20110 12:27
Dibromofluoromethane (S)
%
105
70-130
10/20/10 12:27
Tbluene-d8 (S)
%
97
70-130
10/20/10 12:27
LABORATORY CONTROL SAMPLE:
514489
Spike
LCS
LCS % Rec
Parameter
Units
Conc.
Result
% Rec Limits Qualifiers
1,1,1,2'Tetrachloroethane
ug/L
50
55.6
'I'll
70-130
1,1,1-Trichloroethane
ug/L
50
54.7
109
70-130
1,1,2,2-Tetrachloroethane
ug/L
50
52.0
104
70-130
1,12-Trichloroethane
ug/L
50
54 ' 1
108
70-130
1,1-Dichloroethane
ug/L
50
51.8
104
70-130
M-Dichloro6thene
ug/L
50
50.6
101
70-132
1,1-Dichloropropene
ug/L
50
50.6
101
70-130
1,2,3-Trichlorobenzene
ug/L
50
52.0
104
70-135
1,2,3-Trichloropropane
ug/L
50
50.9
102
70-130
1,2,4-Trichlorobenzene
ug/L
50
54.0
108
70-134
1,2-Dibromo-3-chloropropane
ug/L
50
50.7
101
70-130
1,2-Dibromoethane (EDB)
ug/L
50
52.7
105
70-130
1,2-Dichlorobenzene
ug/L
56
52.0
104
70-130
1,2-Dichloroethane
ug/L
50
54.0
108
70-130
1,2-Dichloropropane
ug/L
50
50.8
102
70-130
1,3-Dichlorobenzene
ug/L
50
50.8
102
70-130
1,3-Dichloropropane
ug/L
50
50.6
101
70-130
1,4-Dichlorobenzene
ug/L
50
51.8
104
70-130
2,2-Dichloropropane
ug/L
50
56.6
113
58-145
2-Butanone (MEK)
ug/L
100
97.2
97
70-145
2-Chlorotoluene
ug/L
50
52.2
104
7.0-130
Date: 10/28/2010 10:32 AM REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 18 of 26

Pace Analytical Services, Inc.
/581CeAna1Xic'a1` 2225 Riverside Dr.
www.pa*celabs.com Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: TEC-Fairview Pilot Test 10/19
Pace Project No.: 9280078
LABORATORY CONTROL SAMPLE: 614489
Parameter
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
2-Hexanone
ug/L
100
91.8
92
70-144
4-Chlorotoluene
ug/L
50
54.4
109
70-130
4-Methyl-2-pentanone (MlBK)
ug/L
100
10�
103
70-140
Acetone
ug/L
100
102
102
50-175
Benzene
ug/L
50
50.7
101
70-130
Bromobenzene.
ug/L
50
51.6
103
70-130
Bromochloromethane
ug/L
50
53.2
106
70-130
Bromodichloromethane
ug/L
50
55.8
112
70-130
Bromoform
ug/L
50
49.7
99
70-130
Bromomethane
ug/L
50
55.6
ill
54-130
Carbon tetrachloride
ug/L
-50
58.4
117
70-132
Chlorobenzene
ug/L
50
52.0
104
70-130
Chloroethane
ug/L
56
49.2
98
64�134
.Chloroform
ug/L
50
53.9
108
70-130
Chloromethane
ug/L
50
46.8
94
64-130
cis:1,2-Dichloroethene
ug/L
50
50.8
102
70-131
cis-1,3-Dichloropropene
ug/L
50
56.1
112
70-130
Dibromochloromethane
ug/L
50
54.7
109
70-130
Dibromomethane
ug/L
50
55.5
ill
70-131
Dichlorodifluoromethane
ug/L
50
55.7
ill
56-130
Diisopropyl ether
ug/L
60
50.7
101
70-130
Ethylbenzene
ug/L
50
53.5
107
70-130
Hexachloro-1,3-butadiene
ug/L
50
53.9
108
70-130
M&P-Xylene
ug/L
100
110
110
70-130
Methyl-tert-butyl ether
ug/L
50
52.4
105
70-130
Methylene Chloride
ug/L
50
46.4
93
63-130
Naphthalene
ug/L
50
53.7
107
70-138
o-Xylene
ug/L
50
54.9
110
70-130
p-lsopropyltoluene
ug/L
50
54.5
109
70-130
Styrene
ug/L
50
�5.5
Ill
70-130
Tetrachloroethene
ug/L
50
53.6
107
70-130
Toluene
ug/L
50
52.8
106
70-130
trans-1,2-Dichloroethene
ug/L
50
50.2
100
70-130
trans-1,3-Dichloropfopene
ug/L
50
49.8
100
70-132
Trichloroethene
ug/L
-50
53.1
106
70-130
Tdchlorofluoromethane
ug/L
50
51.4
103
62-133
Vinyl acetate
ug/L
100
120
120
66-157
Vinyl chloride
ug/L
50
54.5
109
69-130
1,2-Dichloroethane-d4 (S)
%
101
70-130
4-Bromofluorobenzene (S)
%
104
70-130
Dibromofluoromethane (S)
%
100
70-130
toluene-d8 (S)
%
99
70-130
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
Qualifiers
[phone]
_;)ate: 10/28/2010 10:32 AM REPORT OF LABORATORY ANALYSIS Page 19 of 25
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
ACCo,

oAnalyfical
www.pacelabs.com
Project: TEC-Fairview Pilot Test 10/19
Pace Project No.: 9280078
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: WET114216 Analysis Method: SM 2320B
QC Batch Method: SM 2320B Analysis Description: 2320B Alkalinity
Associated Lab Samples: 9280078001,9280078002,9280078003,9280078004,9280078005
METHOD BLANK: 517833 Matrix: Water
Associated Lab'Samples: 9280078001,9280078002,9280078003,9280078004,9280078005
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Alkalinity, Total as CaCO3 mg/L ND 6.0 10/26/10 16:20
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE: 517834
Spike L6S LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Alkalinity, Total as CaCO3 mg/L - 50 50.7 101 90-110
SAMPLE DUPLICATE: 517835
9280078001 Dup
Parameter Units Result Result RPD Qualifiers
Alkalinity, Total as CaCO3 mg1L 15.4 15.4 0
Date: 10/2812010 10:32 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
A
Page 20 of 25

aceftlyfical"
www.pacelabs.com
Project: TEC-Fairview Pilot Test 10119
Pace Project No.: 9280078
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: WETA/8402 Analysis Method: EPA 300.0
QC Batch Method: EPA 300.0 Analysis Description: 300.0 IC Anions
Associated Lab Samples: 9280078001,9280078002,9280078003,9280078004,9280078005
METHOD BLANK: 514393 Matrix: Water
Associated Lab Samples: 9280078001,9260078002,9280078003,9280078004,928Oo78005
. . Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Sulfate mg/L ND 5.0 10/21/10 07:46
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE: 514394
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Sulfate mg/L 30 28.3 94
MATRIX'SPIKE SAMPLE: 514395
9279510005 Spike IVIS MS % Rec
Parameter Units Result Conc. Result % Rec Limits
Sulfate mg/L NO 30 27.1 90
MATRIX SPIKE SAMPLE:
514397
9279510006
Spike MS
Parameter
Units
Result
Conc. Result
Sulfate
mg/L
ND
30 27.3
SAMPLE DUPLICATE: 514396
9279510005
Dup
Parameter
Units
Result
Result RPD
Sulfate
mg/L.
ND
ND
SAMPLE DUPLICATE: 514398
Parameter
Sulfate
bate: 10/28/2.010 10:32 AM
9279510006 Dup
Units Result Result
mg/L ND ND
Qualifiers
MS % Rec
% Rec Limits Qualifiers
91
Qualifiers
RPD Qualifiers
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
%% 1cco'*
Page 21 of 25

Pace Analytical Services, Inc.
2225 Riverside Dr.
aaeMalyfical Asheville, NC 28804
mvwpacefabs.com
[phone]
QUALITY CONTROL DATA
Project: TEC-Fairview Pilot Test 10/19
Pace Project No.: 9280078
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QC Batch: WETA/8398
Analysis Method: EPA 353.2
QC Batch Method: EPA 353.2
Analysis Description: 353.2 Nitrate + Nitrite, Unpres.
As6ociated Lab Samples: 9280078001,9280078002,9280078003,9280078004,9280078005
METHOD BLANK: 514324
Matrix: Water
Associated Lab Samples: 9280078001, 9280078002,
9280078003, 9280078004, 9280078005
Blank Reporting
Parameter
Units
Result Limit Analyzed
Qualifiers
Nitrogen, Nitrate
mg/L
ND 0.10 10/20/10 10:38
LABORATORY CONTROL SAMPLE:
514325
Spike LCS LCS
% Rec
Parameter
Units
Conc. Result % Rec
Limits Qualifiers
Nitrogen, Nitrate
mg/L
5 5.1 102
90-110
MATRIX SPIKE SAMPLE:
514326
9280078001 Spike IVIS
MS % Rec
Parameter
Units
Result Conc. Result
% Rec Limits Qualifiers
Nitrogen, Nitrate
mg/L
6.34 5 6.2
117 90-110 M1
SAMPLE DUPLICATE: 514327
9280078002 Dup-
Parameter
Units
Result Result RPD
Qualifiers
Nitrogen, Nitrate
mg/L
2.7 2.7
Date: 10128/2010 10:32 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..
ACCC��
Page 22 of 25

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2225 Riverside Dr. 9800 Kincey Ave. Suite 100
1�;a'ciemalyfical
wwwpacelaftcom Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
QUALITY CONTROL DATA
Project: T.EC-Fairview Pilot Test 10/19
Pace Project No.: 9280078
QC Batch: WETA18403
Analysis Method:
SM 4500-CI-E
QC Batch Method: SM 4500-CI-E
Analysis Description:
4500 Chloride
Associated Lab Samples: 9280078001,9280078002,9280078003
METHOD BLANK: 514506
Matrix: Water
Associated Lab Samples: 9280078001,9280078002,9280078003
Blank Reporting
Parameter Units
Result Limit
Analyzed Qualifiers.
Chloride mg/L
ND 5.0 10/20/10 13:55
LABORATORY CONTROL SAMPLE: 514507
Spike LCS
LCS % Rec
Parameter Units
Conc. Result
61. Rec Limits Qualifiers
Chloride mg/L
20 20.4
102 . 90-110
MATRIX SPIKE SAMPLE:
Parameter
Chloride
SAMPLE DUPLICATE: 514511
Parameter
Chloride
Date: 10128/2010 10:32 AM
514510
9279760004 Spike
Units Result Conc.
mg/L 21.8 20
..9279760004 Dup
Units Result Result
mg/L 21.8 21.8
IVIS MS
Result % Rec
38.0 81
RPD Qualifiers
0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
% Rec
Limits Qualifiers
75-125
Page 23 of 25

aneAnalytical
wmpat:Wabs com
Project:. TEC-Fairview Pilot Test 10/19
Pace Project No.: 9280078
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: WETA/8429 Analysis Method: SM 4500-CI-E
QC Batch Method: SM 4500-CI-E Analysis Description: 4500 Chloride
Associated Lab Samples: 9280078004,9280078005
METHOD BLANK: 516946 Matrix: Water
Associated Lab Samples: 9280078004,9280078005
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Chloride mg/L ND 5.0 10/24/10 15:11
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE:
516947
Spike LCS
LCS
% Rec
Parameter
Units
Conc. Result
% Rec
Limits
Qualifiers
Chloride
mg/L
20 21.3
107
90-110
MATRIX SPIKE SAMPLE:
516949,
9279674001 Spike
MS
IVIS
% Rec
Parameter
Units
Result Conc.
Result
% Rec
Limits Qualifiers
Chloride
mg/L
ND 20
24.4
107
. 75-125
SAMPLE DUPLICATE: 516948
9279674001 Dup
Parameter Units Result Result
Chloride mg/L ND ND
Date: 10/2812010 10:32 AM
RPD Qualifiers
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 24 of 25

Pace Analytical Services, Inc.
1�5a'ceAnayicalp_ 2225 Riverside Dr.
www.pac0abs.com Asheville, NC 28804
[phone]
QUALIFIERS
Project: TEC-Fairview Pilot Test 10/19
Pace Project No.: 9280078
DEFINITIONS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
DF - Dilution Factor, if r ' eported, represents the factor applied to.the reported data due to changes in sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
S - Surrogate
1,2-Diphenylhydrazine (8270 listed analyte) decomposes to Azobenzene.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
IVIS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference.
NC - Not Calculable.
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is NELAP accredited. Contact your Pace PM for the current list of accredited analytes.
ANALYTE QUALIFIERS
D3 Sample was diluted due to the presence of high levels of non -target analytes or other matrix interference.
Mo Matrix spike recovery and/or matrix spike duplicate recovery was outside laboratory control limits.
Mi Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
,Date: 10/28/2010 10:32 AM REPORT OF LABORATORY ANALYSIS Page 25 of 25
This report shali not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..
Acca"

CHAIWOF'CUS'� I.Analytical'Request Document J,
t fields must be completed accurately.
The Chain-cf-Custody Is a LEGAL DOCUMENT. All relevan
Page: of
Section A Section B Section C
Required Client Information: Required Project Information: Invoice Information:
5744
Company: Report To: Attention:
Qm4ew
-Sit, �
1136
Addresb�j�*' C
Copy To:
Company Name:
REGULATORY AGENCY
Address:
NPDES OtROUNDWATER I— DRINKING WATER
LIST RCRA OTHER
Email o*
Purchase Order No.:
Pace Quote
Refere ce:
AAA
a ame:
713,-- tAxy4w
Pace act
7roi
Manager.
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Requested 13UG DatOFIFAT:
JProject Number
Pace Profile
StATE.
4 TC.
4ilte
Re4q6ited.Arialysis
F
Co
Section D matrix des
E,
COLLECTED
Preservatives
I
RoquireclCileni Information MATRIX I CODE
U
Drinking Water DW
2
0
11
z
Water WT
Waste Water WW
L)
COMPOSME
STAFt'r
composrr�
ENDIGRAS
uJ
rod P
P uct
Soil/Solld SL
oil OL
a)
SAMPLE ID Wipe WP
Lu
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SIGNATURE of SAMPLER: (MMIDDNY):
'Important Note: By signing this form you am accepting Pace�s NET 30 day payment terms and agreeing to late charges of 1.5% per month for any InvolcedQfpsid .1thin 30 days. F-ALL-Q-020rev.07,15-May-2007

---Sampre-C—onditron Upon Me-c-eipt-1
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Client Name: AAI&Ko&.J� —Project # q9 M) 7
Where Received: Huntersville XAsheviile El Eden
Courier: E] Fed Ex [] UPS [] USPSXClient D Commercial El Pace OtheL Optional
Custody Seal on Cooler/Box Present: 0 yes 21*'no Seals intact: El yes El no Proj. Due Date:
Packing Material- E] Bubble Wrap oubble Bags D None DOther— Proj. Narne:—
Thermometer Usedo�R3 ��un#1 4-648-44 Type of Ice: (S Blue None 10 Samples on ice, cooling process has begun
Temp Correction Factor: Add rftbta�c �Q,�C
Corrected Cooler Temp.: C
Temp should be above freezing to M
Biological Tissue is Frozen: Yes No
Comments:
Date and Initial geyson examining
contents:
Chain of Custody Present:
Yryes 1:1 No
El N/A
1 .
Chain of Custody Filled Out:
2�es 0 No
ONIA
2.
Chain of Custody Relinquished:
PTYes ONo
ON/A
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Sampler Name & Signature on COC:
gryes ONo
El NIA
4.
Samples Arrived within Hold Time:
Yfyes ONo
El N/A
5.
Short Hold Time Analysis (<72hr):
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Rush Turn Around Time Requested:
- OYesoNo
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7.
Sufficient Volume:
;Aes ONo
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8.
Correct Containers Used:
-Pace Containers Used:
/01yes ONo
Xes ONo
ON/A
0 N/A
9.
Containers Intact:
7
/Yes ONo
OWA
10.
Filtered volume received for Dissolved tests
. OYes ONo
/ETN/A
11.
Sample Labels match COC: Fely'es ONo ON/A
-Includes date/time/ID/Analysis Matrix: -
12.
All containers needing preservation have been checked.
All containers needing preservation are found to be in
compliance with EPA recommendation.
exceptions: VOA, coliform,TOC, O&G, WI-DRO (water)
/Yes ONo
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Initial when completed
Samples checked for dechlorination:_
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Headspace in VOA Vials (>6mm):
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Trip Blank Present:
Trip Blank Custody Seals Present
Pace Trip Blank Lot # (if purchased):
'X-s ON.
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Client Notification/ Resolution: Field Data Required? Y / N
Person Contacted: Date/Time:
Comments/ Resolution:
SCURF Reviewd �0 1—.1 IDate: SRIF Review: L �ZE —]Date:
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Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the North Carolina DEHNR
Certification Office ( i.e out of hold, incorrect preservative, out of temp, incorrect containers)
F-ASV-CS-03-Rev.02

APPENDIX F
Photographs

Pilot Test Groundwater Coloration
Recovery Well RW-07