WI0400106_REMEDIAL CONSTRUCTION COMPLETION REPORT_20110824

ameO
August 24, 2011
Mr. David Goodrich, Hydrogeologist
Aquifer Protection Section — UIC Program
NCDENR — Division of Water Quality
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Subject: Remedial Construction Completion Report
Former CMI Waste Water Treatment Plant
Elkin, North Carolina
Site ID NONCD 0001092
MACTEC Project 6228-08-4691
Dear Mr. Goodrich:
In accordance with the requirements outlined in Injection Permit W10400106 issued to CMI
Industries on April 7, 2011, AMEC Environment and Infrastructure (E&I) is please to submit this
Remedial Construction Completion Report for the subject site. This report presents the "as -built"
plans and specifications, a summary of major variances from the final design plans and a
summary of problems that were encountered. Please note that a copy of this report was
previously submitted to the Inactive Hazardous Sites Branch of the North Carolina Department
of Environment and Natural Resources under separate cover on July 20, 2011.
If you have questions concerning this report, please contact the undersigned at [phone].
Sincerely,
MACTEC ENGIN AND CONSULTING, INC.
Mark P. Fiiardi, P.G. ag&lark,/P .G.
Senior Geologist Principal Geologist
cc: NCDENR Aquifer Protection Section, WSRO
Enclosures
Correspondence:
AMEC E&I, Inc.
2801 Yorkmont Road, Suite 100 www,amec.com
Charlotte, North Carolina 28208
Tel [phone]
Fax [phone]

OMACTEC
engineering and constructing a better tomorrow
July 20, 2011
Mr. Kim Caulk, P.G.
Inactive Hazardous Sites Branch
Superfund Section — Division of Waste Management
North Carolina Department of Environment and Natural Resources
401 Oberlin Road, Suite 150
Raleigh, North Carolina 27699
Subject: Remedial Construction Completion Report
Former CMI Waste Water Treatment Pint
NONCD 0001092
Elkin, North Carolina
Surry County
MACTEC Project 6228-084691
Dear Mr. Caulk:
In accordance with the Registered Environmental Consultant -Directed Assessment and
Remediation pursuant to N.C.G.S. 130A-310.9(c) and 15A NCAC 13C .0306(a), MACTEC
Engineering and Consulting, Inc. (MACTEC) is pleased to submit this Remedial Construction
Completion Report for the subject site. This Report presents the "as -built" plans and
specifications, a summary of major variances from the final design plans and a summary of
problems that were encountered.
Please let us know if you have any questions or would like to discuss the project in greater detail.
Sincerely,
�ONSULTTNG, INC.
Ze'NI'lar-rk. L.G., R M
Principal Geologist
NC License # 1748
MACTEC Engineering and Consulting, Inc.
2801 York mont Road, Suite 100 • Charlotte, NC 28208 • Phone: [phone]
RECEIVED I DENR �
AOUIFr=1?-R17t1Tr:r"TIr .�t ?c�ri1
www. mactec.com

MACTEC Engineering and Consulting
MACTEC �801 nt Read. Suitta 100
CHARLOTTE, NORTH CARDLINA 28208
Phonc:[phone] Fax:(7D4)357-8638
LETTER OF TRANSMITTAL
TO: Mr. Kim Caulk, P.G. DATE: July 22, 2011
Inactive Hazardous Sites Branch PROJECT NO.: 6228-0"91
NCDENR PROJ. NAME: CMI Waste Water Treatment Plant
40I Oberlin Road, Suite 150 SUBJECT: Construction Completion Report
Raleigh North Carolina 27699
WE TRANSMIT TO YOU: HEREWITH UNDER SEPARATE COVER
SUBJECT:
❑DRAWINGS
❑ SPECIFICATIONS
❑CALCULATIONS
❑REPORT
❑COST ESTIMATE
®AS NOTED
ACTION:
®FOR YOUR INFORMATION
❑FOR YOUR COMMENT OR APPROVAL
❑RETURNED FOR CORRECTION: RESUBMIT
❑APPROVED AS NOTED
❑AS REQUESTED
SENT BY:
❑MAIL
❑CERTIFIED MAIL
❑EXPRESS (Fedex)
[]COURIER
❑HAND DELIVERED
❑FACSIMILE:
pages. (includiniz transmittal sheet)
COPIES
DATE
DESCRIPTION
1
7-20-1 I
Paper copy of Final Remedial Construction Completion Report
1
7-20-11
CD of Final Remedial Construction Completion Report
REMARKS:
CC: Mr. Jim Ovendea By:
File (1)
L.G.,
Direct Phone: [phone]
CONFIDENTIALITY NOTICE- This =ssage is intmdcd only for the use of the individual or entity to which it is addressed, and may contain information that is
privileged, confidential, and exempt front disclosure under applicable law- if the reader orthis message is not the intended recipient, or the employee or agent responsible
ror delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution, or copying or this communication is strictly prohibited.
lryou have received this communication in error, please notify us immediately by telephone and m am the original message to us at the above address via the U , S . Postal
Service. Thank you,
If trattsmission is not nreived in goal order, please cull Andy Clark at [phone] gyp
AOU1FP ,"CTiON
AUG 25 2011

REC PROGRAM DOCUMENT C'FRTIFICATION FORM - PAGE I OF 2
1T1S13 SITE NAME CMI WWTP
DATE & NAME OF DOCUMENT Ju)y 20, 2011 Remedial Construction Completion Report
TYPE OF SUBMITTAL [cimk aii ❑rai apply]: Report, Workplan, Work Phase Comp, Statement, Schedule Change
REMEDIATING PANTY DOCUMENT CERTIFICATION STATEMENT [.0306(B)(2))
"I certify under penalty of law that I have personally examined and am familiar with the information contained in this
submittal, including any and all documents accompauying this certification, and that, based on my ingtuiry of those
individuals immediately responsible for obtaining the information, the material and information contained herein is,
to the best of my knowledge and belief, true, accurate and complete. i am aware that there are significant penalties
for willfully submitting false, inaccurate or incomplete information."
Naim of Rmncdiating Party
igna ire of Rrmediat S Party
_l --
IIase 3145 pr^
NOTARIZATION
���ner 3�u1
Cowry
11 ,ice t - Q S , a Notary Public of said County and State, do hereby certify that
]iiM4-1� OK�eAvkd-. did personally appear and sign before me d4 s day, produced proper
identification in the form of - &wye --� p,u_, was duly Sworn or affirmed, and declared that, he or
she is the duly authorized environmental consultant of the remediating party of -'the property referenced above
and that, to the best of his or her knowledge and belief, after thorough investigation, the information
contained in the above certifications is true and accurate, and he or she then signed these Certifications in my
presence.
WITNESS my hand and official seal this day of _.
(OPFICIAt SPAL)
pl6ry r �c - ure]
My commission expires: 13� ;[ , ao 1q
Document Certifrcution Form No. DC -1
(7evised 3I11)
-., ��-j11

REC PROGRAM DOCUMENT CERTIFICATION FORM - PAGE 2 OF 2
IHSB SITE NAME CMI WWfP
DATE & NAME OF DOCUMENT July 20, H11 Remedial Construction Completion_ Repoli
TYPE OF SUBMITTAL (circle all that apply): Report, Workplan, Work Phase Comp. Statement, Schedule Change
REGISTERED SITE MANAGER CERTIFICATION OF SIGNATURES
As the Registered Environmental Consultant for the Site for which this filing is made, I certify that the signatures included
herewith are genuine and authentic original handwritten signatures and/or true, accurate, and complete copies of the genuine and
authentic original handwritten signatures of the persons who purport to sign for this filing. I further certify that I have collected
through reliable means the originals and/or copies of said signatures from the persons authorized to sign for this filing who, in
fact, signed the originals thereof. Those persons and I understand and agree that any copies of signatures have the same legally
binding effect as original handwritten signatures, and I certify that any person for whom I am submitting a copy of their signature
has provided me with their express consent to submit said copy. Additionally, I certify that I am authorized to attest to the
genuineness and authenticity of the signatures, both originals and any topics, being submitted herewith and that by signing
below, I do in fact attest to the genuineness and authenticity of all the signatures, both originals and copies, being submitted for
this filing.
Name of Regisived Site Mana er
Signatu Registered Site Manager
-ityt1 II
Date
REGISTERED SITE MANAGER DOCUMENT CERTIFICATION STATEMENT (.0306(b)(1))
"I certify under penalty of Jaw that I am personally familiar with the information contained in this submittal, including any and
all supporting documents accompanying this certification, and that the material and information contained herein is, to the best of
my knowledge and belief, true, accurate and complete and complies with the Inactive Hazardous Sites Response Act G.S. 130A-
310, et seq, and the remedial action program Rules 15A NCAC 13C .0340. I am aware that there are significant penalties for
willfully submitting false, inaccurate or incomplete information."
Name of Registered Site Manager
_ '717,t Ott
Signature of Registered Site Manager LJatr t{ Z'rp w+
NOTARIZATIONCmwkp-1
ter State)
COUNTY
I, . a Notary Public of said County and State, do hereby certify that
did personally appear and sign before me this day, produced proper
identification in the form of CWK �L,(&rye, was duly sworn or affirmed, and declared that, he or she is the
duly authorized environmental consultant of the remediating party of the property referenced above and tbat, to the best
of his or her knowledge and belief, after thorough investigation, the information contained in the above certifications is
true and accurate, and he or she then signed thYcse Certifications in my presence.
WITNESS my ha d and official seal this �l day of r
(ICIAL SEAL)
ary ubli { igna }
My commission expires: 1L Howy Pubk
Mrido"L q CW"
Document Cerfification Form No. DC - LT CWd" s
(Revised 3111)
AUG 20- 1111j

REC PROGRAM WORK PHASE COMPLETION FORM — PAGE ❑OF ❑
CONSTRUCTION COMPLETION CERTIFICATION
15A NCAC 13C.0306(b)(5)(D)
Media (check all that apply): ❑ All Media ❑ Soil ❑ Ground water ❑ Surface water ❑Sediment
Site Name CMI WVYfP Street Address Fabric Lane
County Surry
Site ID No. NCNCD 0001092
Elkin
North Carolina
The construction of the final remedy, which is the subject of this certification has, to the best of my
knowledge, been completed in compliance with the Inactive Hazardous Sites Response Act G.S.
130A-310, et seq. and the remedial action program Rules 15A NCAC 13C .0300, and
MACTEC Engineering and Consulting, Inc.
LUZ Nataei
is in compliance with Rules .0305(b)(2) and .0305(h)(3), of this section. I am aware that there are
significant penalties for willfully submitting false, inaccurate or incomplete information.
I(T-1 /fit 'gTrp►-+.•
R Signature Date
A:lN a &-e A rl�.
RSM Name
MACTEC Engineering and Consulting, Inc. 4021 Stirrup Creek Drive
REC Name Mailing Address
00110 Durham, NC, 27703
REC No, City, State, ZIP
NOTARIZATION
Nl GW[W, (Enter State)
�-COUNTY
I, Kytqm W J. K", a Notary Public of said County and State, do hereby certify that
did
tt personally appear and sign before me this day, produced proper
identification in the forth of 1CJr5 Ll(�PM�iPz`, was duly sworn or affirmed, and declared that, he
or she is the duly authorized environmental consultant of the remediating party of the property referenced
above and that, to the best of his or her knowledge and belief, after thorough investigation, the
information contained in the above certification is true and accwate, and he or she then signed this
Certification in my presence.
WTTNESS my hand and official seal this day of tk p�
o ry Fu • (signa[um)
My commission expires: —
Work Phase Completion Form No. WPC -- V
(Revised 3111)
(OFFICIAL SEAL)
11111"t.*4
Nftyw*
tint pwirs
RL-HivI_D I !!s I t VVQ
AQUiTPP ;r�(N i ION
AUG 25 2011

NCDENR — Remedial Cominiciion Comple[ion Report July 20 2011
MA CTEC Projeci 6628-08-4691 NONCD0001092
REMEDIAL CONSTRUCTION COMPLETION REPORT
FORMER CMI WASTE WATER TREATMENT PLANT
The Former CMI Waste Water Treatment Plant (W W 1P) is located on Fabric Lane in Elkin, North
Carolina at a latitude / longitude of 36.245225" 1-80.842024' (Figure 1). The parcel is located within a
larger textile manufacturing complex where historical disposal activities resulted in environmental
impacts to soil and groundwater beneath the Site. The Site Plan with monitoring well locations is
provided on Figure 2. Greater detail regarding historical operations and associated environmental
impacts is provided in the Remedial Investigation Report dated March 9, 2007 prepared by others. This
Remedial Construction Completion Report (Report) reviews the Remedial Action Plan development for
groundwater and presents the remedial action implementation documentation. In so doing, the Report
also presents the "as -built" plans and specifications, a summary of major variances from the final design
plans and a summary of problems that were encountered.
1.0 REMEDIAL ACTION PLAN DEVELOPMENT
Based on a review of soil, groundwater, and surface water quality data collected by others at the former
CM1 WWTP, MACTEC Engineering and Consulting, Inc. (MACTEC) submitted a Remedial Action Plan
(RAP), in accordance with the requirements of the North Carolina Department of Environment and
Natural Resources (NCDENR) Registered Environmental Consultant (REC) Program, on January 14,
2009. As requested, a draft copy of the RAP was submitted to the NCDENR REC Program Director for
review and approval prior to finalizing the document and providing public notice. Subsequent to public
comments, MACTEC submitted a Response to Comments and Proposed Remedial Action Plan
Completion Certification to NCDENR in correspondence dated May 8, 2009. The objective of the RAP
was to cost-effectively reduce the concentrations of select volatile organic compounds (VOCs) at the site
and promote longer term natural attenuation to meet established Remedial Goals; i.e., the NCDENR
Groundwater Quality Standards as defined in 15A NCAC 03L.0202 (2L Standards).
MACTEC conducted additional activities in support of the RAP, including test pit excavation and
groundwater sampling, between June and August 2009. MACTEC evaluated the results and worked with
our subcontractor to develop a cost-effective injection program to promote natural degradation of the
chlorinated VOCs (CVOCs) identified in groundwater as described in the RAP. The results of these
activities were summarized in a Remedial Action Pre -Construction Report (PCR) prepared by MACTEC
and dated May 11, 2010. The PCR also presented a final engineering design for the Site that included
injection of electron donor material (Regenesis' 3DMe) into six existing and 10 proposed
RECavED / D NR i On
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AQUIFP Ppnrr

NCDENR - Remedial Cnnstnictlnn Conipletian Report July 20, 2011
Mrt CTEC Project 6628-08-4691 NONCDOON092
monitoring/injection wells screened across the shallow bedrock groundwater zone (approximately 25 to
85 feet below ground surface (bgs)).
Between June and September 2010, MACTEC conducted a pilot test at the Site that included installation
and yield testing of three of the 10 proposed injection wells. No significant fractures were encountered
between the base of the surficial casing (set at 25 to 26 feet bgs) and the total depth of each well
(approximately 120 feet bgs) during installation of the three injection wells. Subsequent well yield
testing conducted in September 2010 indicated that while the injection wells produce water, they were not
viable for injection, as water pumped into the packered intervals under pressure was unable to
significantly penetrate into bedrock.
To address this problem with injecting into bedrock, the injection program was modified to include in -situ
chemical injection into the impacted shallow bedrock and saturated overburden zones at three areas of the
Site identified as Areas "A", "B", and "C" on Figure 3. This modification was necessary to meet the
RAP objective of cost-effectively reducing constituent concentrations while promoting longer term
natural degradation of CVOCs in groundwater. Bedrock injection was proposed utilizing six existing
monitoring wells and two proposed new injection wells. Injection into saturated overburden was
proposed via approximately 150 direct -push temporary injection points covering an approximate area of
52,000 square feet. The modified injection plan was discussed with the NCDENR REC Program Director
and summarized in the Remedial Action Plan — Addendum #2 prepared by MACTEC and dated January
3, 2011. Implementation of the modified injection plan and associated deviations are discussed in the
following sections,
2.0 REMEDIAL ACTION IMPLEMENTATION
A Modified Underground Injection Control (UIC) permit application was submitted to the NCDENR on
January 26, 2011. Subsequent to approval of the Modified UIC permit application in correspondence
dated April 7, 2011 (Appendix A), MACTEC commenced remedial action (RA) activities at the Site on
April 15, 2011.
2.1 Pre -Injection Activities
2.2.1 Well Installation
Between April 15 and 20, 2011, MACTEC installed the two proposed new injection wells (IW-12+A and
IW-14f) and four sentinel monitoring wells (EBMW-29 through EBMW-32), MACTEC installed the
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NCDENR — Remedial Construction Campletfon Report July 20. 2011
MACTEC Project 6628-08--4691 NONCDMI092
four sentinel monitoring wells to satisfy a condition of approval of the Modified UIC Permit. The
previously installed pilot injection wells were abandoned during this field effort, as well. The purpose of
the sentinel wells was to monitor potential injectate discharge and/or potential "flushing" of contaminated
groundwater into the Yadkin River. Injection wells IW-12+A and IW-14+ were installed to
approximately 40 feet bgs. Because the depths to competent bedrock were deeper in these locations than
previously encountered (i.e., 28-38 feet bgs versus approximately 20 feet bgs), the wells were installed to
40 feet bgs to target the planned treatment zone of approximately 25-40 feet bgs instead of extending
deeper into rock as originally proposed. Monitoring wells EBMW-29 through EBMW-32 were installed
to the top of bedrock at depths ranging from 18 to 25 feet bgs. The locations of the newly installed
injection and monitoring wells are shown on Figure 2. A summary of well construction details is
presented in Table 1. Well construction/abandonment records for the wells installed and/or abandoned
during the current remedial activities are included as Appendix B.
2.2.2 Well Sampling
As a condition of approval of the Modified UIC permit, the NCDENR required sampling and analysis of
metals in wells EBMW-10 and EBMW-18 prior to commencement of injection activities. Subsequent to
installation of the new injection wells and sentinel wells discussed above, MACTEC sampled EBMW-10
and EBMW-18 on April 18, 2011. Although not required by the Modified UIC Permit, MACTEC also
collected groundwater samples from wells EBMW-29 through EBMW-32 on May 5, 2011 to provide
baseline data for comparison of pre- and post -injection groundwater quality in the sentinel wells. In
accordance with the Modified UIC Permit, laboratory analyses were performed on the samples collected
from EBMW-10 and EBMW-18 for the eight Resource Conservation and Recovery Act (RCRA) metals
using United States Environmental Protection Agency (EPA) Methods 5010 and 7470. Laboratory
analyses were performed on the samples collected from EBMW-29 through EBMW-32 for volatile
organic compounds (VCCs) using EPA Method 8260.
Concentrations of barium, chromium and silver were detected in the samples obtained from wells
EBMW-10 and EBMW-18. However, only the concentration of chromium at 10.5 micrograms per liter
(ug/L) reported in well EBMW-10 exceeded the 2L Standard of 10 ug/L. Chromium was not previously
detected in a June 2009 groundwater sample from well EBMW-10. The chromium concentration will
continue to be monitored during future sampling events in accordance with the post -injection activities
described below. Concentrations of 1,1-dichlomethene, l,l-dichloroethane, 1,1,1-trichioroethane,
tetrachloroethene, trichloroethene and vinyl chloride that exceeded the 2L Standards were reported in
each of the samples collected from wells EBMW-29 through EBMW-32. A summary of laboratory
analyses of the groundwater samples collected from the wells between April I8 and May 5, 2011 is
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NCDENR — Remedial Construction Completion Report
MAC'TEC P►nject 6628-084691
J211y 20, 2011
NONCD0001092
presented in Table 2. Groundwater sampling data sheets are included as Appendix C. A copy of the
laboratory report is included as Appendix D.
2.2.3 Field Parameter Monitoring
On May 16, 2011, MACTEC recorded depth to groundwater measurements and field parameter readings
of temperature, pH, specific conductance, turbidity, dissolved oxygen, and oxidation reduction potential
from select existing monitoring wells within 24 hours of the commencement of injection activities. The
purpose of the field measurements was to provide baseline data at these locations to complement previous
baseline data collected at the Site that was presented in the PCR. The baseline data will be used for
comparing proposed post -injection readings to gauge the effectiveness of the injection event. A summary
of depth to water measurements and field parameter readings obtained on May 16, 2011 is presented in
Table 3.
2.3 Injection Activities
As summarized in the RAP Addendum #2, remedial activities planned for the Site included injection of
an electron donor compound (3DMe) into saturated overburden soils in three spatially distinct injection
"areas" (Areas A, B and C) via a grid network of approximately 150 temporary injection points. Injection
points were to be installed by track -mounted rig using direct push technology (DPI) and injection was
proposed to occur at three vertical intervals ranging from approximately 15 to 21 feet bgs at each
injection point. In addition, MACTEC proposed injection into the shallow bedrock zone via six existing
wells (EBMW-5, EBMW-8, EBMW-9, EBMW-10, EBMW-18 and EBMW-22) and two proposed new
injection wells (IW-12+A and IW-14+). The locations of temporary injection points advanced during the
current remedial activities are shown on Figure 3. The injection field forms and an associated injection
boring location plan are provided in Appendix E. Photographs of the injection activities are provided in
Appendix F.
Upon commencement of injection activities, several adjustments were made to the injection plan to
accommodate changing site conditions and maximize efficiency of the injection event. Those
adjustments are summarized in the sections below.
2, 3.1 Overburden Injection
Prior to initiating the overburden injection activities the RAP Addendum #2 specified conducting four
borings to evaluate the depth to top of rock at the site. This task was accomplished by installing the wells
discussed above: the pilot injection wells (IW-1 through AV-3), the sentinel monitoring wells (EBMW-29
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NCDENR — Remedial Construction Completion Report July 20. 2011
MACTEC Project 6628-08-4691 NDNCDO001092
through EBMW-32), and the newly installed injection wells IW-12+A and IW-W. Based on these well
borings, the depth to top of rock ranges from 18 to 38 feet bgs beneath the site.
Subsequent to conducting the drilling activities, overburden injection activities were implemented in
general accordance with the RAP Addendum #2 and the Modified UIC Permit. Injection of 3DMe into
saturated overburden soils was performed between May 16 and June 13, 2011. A total of approximately
30,915 gallons of 3DMe emulsion (20:1 water-to-injectate mix ratio) were injected into saturated
overburden soils during these activities. This volume is consistent with the anticipated volume for Areas
A and B presented in the RAP Addendum #2. A typical temporary injection point schematic is provided
on Figure 4. A summary of overburden injection activities is presented on Table 4.
The following variations were made to the overburden injection plan:
1. Area "C" was eliminated from the overburden injection plan prior to commencement of activities
on May 16, 2011. The initial purpose of injection into groundwater in Area "C" was to inject
3DMe hydraulically up -gradient of the floodplain and associated impacted groundwater and
allow the natural hydraulic gradient to carry injectate through the impacted area (i.e., Areas A and
B) over time. During review of the Modified UIC permit, the NCDENR expressed a concern that
injection activities in the floodplain would "flush" contaminated groundwater into the adjacent
Yadkin River. Injection into Area "C" was eliminated to reduce the potential for flushing into the
Yadkin River and to effectively focus the current injection activities on the contaminant mass that
is primarily located beneath Areas A and B. In addition, MACTEC staged injection activities to
begin with the row of points located closest to the river, working up -gradient toward the more -
heavily contaminated areas to further reduce the potential for flushing of contaminated
groundwater into the Yadkin River.
2. The total number of temporary injection points was reduced from approximately 150 points to
126 points, primarily due to the elimination of injection into Area "C", as discussed above.
3. The depth interval of injection was amended from the proposed interval of approximately 15-21
feet bgs to a vertical interval within the expected saturated zone, which was the intent of the
proposed 15-21 foot bgs interval. The reason for this change was that bedrock was encountered
deeper than expected (38 feet bgs) during installation of injection well IW-12+A, resulting in a
thicker saturated zone (i.e. 14 feet thick at injection point A3) on the western portion of injection
Area "A". Therefore, the target injection zone was amended in the field to maximize treatment
efficiency in the overburden and shallow bedrock, assuming that much of the contaminant mass is
concentrated near the saprolite-bedrock interface.
4. The injection grid rows were narrowed from the designed specification of 30-foot spacing
between rows to an actual spacing of approximately 20 feet. The row spacing was narrowed
based on field -verification of the locations of the Yadkin River, drainage ditch, and berm for the
aeration basin. The modified injection grid covered the area originally contemplated for Areas A
and B as described in the RAP Addendum #2.
2.3.2 Bedrock Injection
Injection of 3DMe and HRC Primer into shallow bedrock monitoring wells was performed in general
accordance with the RAP Addendum #2 and the Modified UIC Permit between June 7 and 13, 2011. A
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NCDENR —,Remedial Construction Completion Report July 20, 2011
MACTEC Project 6628-08-4691 NONCD0001092
total of approximately 1,799 gallons of 3DMe emulsion (10:1 water-to-injectate mix ratio) and HRC
Primer mix were injected into wells EBMW-5, EBMW-8, EBMW-9, EBMW-10,1W-12+A, and IW-144 .
This volume is consistent with the anticipated volume for Areas A and B presented in the RAP
Addendum #2. A summary of bedrock injection activities is presented on Table 4.
The following adjustment was made to the bedrock injection plan;
Similar to the overburden zone described above, Area C was eliminated for bedrock injection to
effectively focus the injection activities on the contaminant mass located in shallow bedrock
beneath Areas A and B. Therefore, bedrock wells proposed in the RAP Addendum #2 (EBMW-
18 and EBMW-29) were not included in the injection activities. Note that the because well
EBMW-29 was not installed in Area C, this well name was used for the first sentinel well
installed along the bank of the Yadkin River in accordance with the Modified UIC Permit. Also
note that the RAP Addendum #2 inadvertently referred to well EBMW-22 as an injection well
located in Area C. This well is actually located in Area B and injection was not contemplated in
Ns well during the original RAP or the RAP Addendum #2 as this well is screened in deeper
bedrock (105-125 feet bgs) below the zone anticipated for injection during preparation of the
RAP.
2.3.3 Survey and Investigative Derived Waste
Subsequent to the conclusion of injection activities, the locations of the temporary injection points, newly
installed injection and monitoring wells, and select existing monitoring wells, as well as the drainage
ditch and top of bank of the Yadkin River were surveyed by a certified North Carolina Land Surveyor.
The surveyed locations of these features are shown on Figure 3.
Investigative derived waste was containerized during the RA activities for subsequent offsite shipment by
Garco, Inc. Complete waste manifest forms were not available at the time of this report and will be
provided in the first remedial action progress report.
3.0 POST -INJECTION ACTIVITIES
Pending availability of funds, periodic post -injection groundwater field monitoring and sampling will be
conducted for the fast year following the completion of 3DMefHRC Primer application at select well
locations, as specified in the RAP Addendum #2. In addition, the Modified UIC Permit requires analysis
of ferrous iron, nitrate/nitrite, total organic carbon (TOC), chloride, sulfate, sulfide, alkalinity, and ethane
in post -injection groundwater samples. The initial round of post -injection groundwater monitoring was
completed on July 12, 2011. The results of this monitoring will be incorporated into the first remedial
action progress report for the Site.
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NCDENR — Remedial Construction Completion Report
MACPEC Project 6628-08-4691
Attachments:
July 20, 2011
1VONCDM1092
Table 1 Summary of Well Construction Details
Table 2 Summary of Pre -Injection Groundwater Quality Data
Table 3 Summary of Pre-Tnjection Field Parameter Measurements
Table 4 Summary of As -Built Injection Plan Details
Figure 1 Site Location Map
Figure 2 Site Plan
Figure 3 As -Built Injection Plan
Figure 4 Typical Temporary injection Point Schematic
Appendix A
LIIC Permit
Appendix B
Well Construction/Abandonment Records
Appendix C
Groundwater Sampling Data Sheets for Pre -injection Sampling
Appendix D
Laboratory Report — Pre -Injection Groundwater Samples
Appendix E
Injection Field Forms and Location Plan
Appendix F
Photographs
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NCDENR - Remedial Construction Completion Report
MALT'ECProiecr 6628-08-4691
TABLES
July 20, 2011
NONCD0001092

Table 1
Summary of Well Construction Details
Former CMI WWTP
Elkin, North Carolina
MACTEC Project 6228-08-4691
Top of Casing
Well ID Elevation'
[MSt
Rate
Depth to
Groundwater
{ft below TOC}
Water Table
Elevation �MSL}
Screened
Interval
{ft bgs)
Constructed Well
Depth tft bgs}
Injection wells
1W-12+A
102.67
5116/11 17.92
84.75
25-40
40
IW-14 +.
97M
5/16/11 15A1
82.95
2540�
40
Monitoring Wells
EBMW-5
94.29
5116/11
12.50
81.79
29-39
39
EBMW-8
96.52
5/16/11
12.56
83.96
22-32
32
EBMW-9
96.29
5116/11
NM3
NM
43-53
53
EBMW-10
97.18
5116/11
12.85
84.33
41-56
56
EBMW-29
103+16
5l501
18.48
84.68
15-25
25
EBMW-30
104.37
515111
20.77
8160
12-22
22
EBMW-31
99.05
515111
14.88
84.17
8-18
18
EBMW-32
97.10
5.15i11
14.07
83.03
10-20
20
Notes:
1. Elevations for existing wells surveyed previously by others; elevations for wells IW-12+A, IW-14+ and EBMW-29 through
EBMW-32 surveyed by R.B. Pharr & Associates, P.A. on June 23, 2011.
2. Well completed as open -borehole rock well from 25-40 feet bgs.
3. Well could not be located during pre -injection field parameter monitoring event on June 16, 2011.
MSL - feet above mean sea level
TOC - top of rasing
ft - feet
bgs - below ground surface
Prepared by: +DPP 11 x''+''
Checked by:-1Lvht

Table 2
Summary of Pre -Injection Groundwater Quality Data
Farmer CMI WWTP
Efkin, North Carolina
MACTEC Project 6228-08-4691
Well ID EBMW-10
EBMW-18 EBMW-29
EBMW-30
EBMW-31
EBMW-32
NCDENR 2L
Sample Dale 4/18/2011
4/16/2011 515i2011
5l512011
5/5/2011
5/512011
Standard (ug/L)
RCRA Metals
Arsenic
E5.17
<5.0
NA
NA
NA
NA
10
Barium
31.6
67.8
NA
NA
NA
NA
700
Cadmium
<1.0
<1.0
NA
NA
NA
NA
2
Chromium
<5.0
10.5 °
NA
NA
NA
NA
14
Lead
<5.0
<5.0
NA
NA
NA
NA
15
Selenium
<10.0
<10.0
NA
NA
NA
NA
20
Silver
<5.0
9.6
NA
NA
NA
NA
20
Mercury
<0.20
<0.20
NA
NA
NA
NA
1
VOCS
2-Butanone (MEK)
NA
NA
<5.0
5.1
<5.0
<100
4,000
Chloroethane
NA
NA
<1.0
2.6
44.0
<20.0
3,000
Chloroform
NA
NA
<1.0
4A
13.8
<20.0
70
1,1-Dichloroethane
NA
NA
66.7
2,850
3,960
3,590
6
1,2-Dichloroethene
NA
NA
<1.0
<1.0
15.6
<20.0
0.4
1,1-Dichloroethene
NA
NA
51.1
2,590
3,720
101
7
cis-1,2-Dichloroethene
NA
NA
<1.0
<1.0
4.3
<20.0
70
p-Isoprop Iloluene
NA
NA
<1.0
1.6
<1.Q
<20.0
NS
Tetrachloroethene (PCE)
NA
NA
<1.0
3.7
48.1
<20.0
0.7
1,1.1-Trichloroethane
NA
NA 1
278
22,000
39,300
1,970
200
1,1,2-Trichloroethane
NA
NA
< 1.0
4.9
24.8
<20.0
NS
Trichloroethene (TCE)
NA
NA
<1.4
5.9
11.6
<20-0
3
Vinyl chloride
NA
NA
<1.0
2.7
1.9
<20.0
0.03
Notes:
1. Concentrations reported in micrograms per liter (ug/L).
2. Less than the laboratory reporting limit.
3. Not analyzed.
4. Concentrations in bold -face type exceeded the NCDENR 2L Standard.
5. Not specified by the NCDENR.
RCRA - Resource Conservation and Recover Act
VOCs - volatile organic compounds
NCDENR 2L Standards - 15A NCAC Subchapter 2L Groundwater Classification and Standards, January 2014
Prepared by.
Checked by: 7 1 r

Table 3
Summary of Pre -Injection Field Parameter Measurements
Former CMI WWTP
Elkin, North Carolina
MACTEC Project 6228-08-4691
Well I❑
Date
Field
Measurements
Depth to
Water
Temp.
bC
CRP
pH
Specific
Conductance
Turbidity
(ft btoc)
'C
(m 1L)
(mV)
S.U.
us/cm
NTU
EBMW-5
5/16/11
12.50
14.32
4.36
-18
6.48
0.993
5.4
EBMW-7
5/16111
11.76
13.01
2.99
223
5.12
0.171
463
EBMW-8
5116/11
12.56
13.96
5.0
184
6.14
0.518
393
EBMW-10
5M6111
12.85
13.79
4.75
166
6.52
0.322
5.5
EBMW-11
5/16/11
11.77
13.33
4.72
220
6.04
0.101
62.6
EBMW-12
5116/11
18.73
14.83
3.86
233
5.22
0.357
17.9
EBMW-13
5116/11
16.80
'
EBMW-14
5/16/11
14.67
12.70
5.57
287
4.69
0.439
8.8
EBMW-15
5/16/11
14.15
14.26
2.88
216
5.84
0.224
15.5
EBMW-16
5116111
12.35
14.12
3.29
261
4.83
0.113
204
EBMW-18
5/16/11
11.97
14.00
3.11
-11
6.83
1.57
7.8
EBMW-19
5/16/11
18.61
15.36
8.67
145
6.75
0.397
5A
EBMW-21
5116/11
15.44
13.49
6.79
129
7.27
0.316
5.4
EBMW-22
5/16111
11.24
13.68
7.41
-49
8.33
0.462
5.6
EBMW-29
515111
18.48
15.12
3.86
283
5.32
0.458
360
EBMW-30
515111
20.77
14.68
3.12
57
5.92
0.720
521
EBMW-31
515111
14.88
13.13
4.84
260
4.66
0.311
420
EBMW-32
515111
14.07
12.90
5.15
315
4.69
0.514
NM
IW-12+A
5/16/11
17.92
15.31
3.41
93
5.72
0.423
8.5
IWA4+
5/16/11
15.01
14.15
3.76
101
6-77
2.17
6.1
FAMW-1
5/16/11
14.39
14.37
6.67
207
5.77
0.156
535
Notes:
- Water quality meter not able to be lowered down well due to obstruction at 10 feet bgs.
Could not locate wells EBMW-1 and EBMW-9 at the time of collecting the field measurements
ft btoc - feet below top of casing
❑O - dissolved oxygen
QRP - oxidation reduction potential
'C - degrees Celsius
mg1L - milligrams per titer
mV - millivolts
S.U. - standard units
uSlcm - microSiemens per centimeter
NTU - nephelometric turbidty unit
Prepared by. lzdJ
Checked by:_2"riK 7/_z*/(f

Table 4
Summary of As -Built Injection Plan Details
Former CMI WWTP
Elkin, North Carolina
MACTEC Project 6228-08-4691
Temporary Injection Points
Injection Wells
Area A
Area B
EBMW-5
EBMW_8
EBMW-9
EBMW-10
IW-12+A
IW-14+
Number of
Injection
91
35
NA'
NA
NA
NA
NA
NA
Points
Injection
z
10-28' bgs
10-26' bgs
25-38' bgs
18-31' bgs
40-53' bgs
38-55' bgs
23-40' bgs
23-40' bgs
Interval
Injectate3
Volume
22,389
8,526
207
225
227
320
396
414
(gallons)
Notes:
1. NA = Not Applicable; single injection well
2. Injection interval in Injection wells indicates packer depth (typically two feet above screen) to the base of the well screen; Injection
Interval in Temporary Injection Points is range of maximum and minimum depths. Injectate was generally injected over three
intervals: three feet above refusal depth, two feet above the first interval and two feet above the second interval.
3. Injectate = 3DME at a 20:1 ratio in the Temporary Injection Paints; 3DME at a 10:1 ratio and HRC Primer in the injection Wells.
bgs - below ground surface
Prepared by. N F -7 201 I I
Checked by:_Anq_ 7("I t+

NCDENR — Remedial Construction Completion Report
MACTEC Proiect 6628-08-4691
FIGURES
July 20. 2011
NONCO0001092

.q
E
pP�
O S
v RA1�aN� �Rl+�
a
N
CHATHAM INC.
PROPERTY
V�
J
J
1 �
{
t}
l
1
• 1
.1
1
1 �
�
EBMW-4
}
}
}
FAMW-2
L
EBMW-23
EBMW-24 ,
E W-1I
I ai EBMW-18
CHATNAM INC. PARCEL 2
PROPERTY CMI FLYASH DISPOSAL
— -� AREA PROPERTY
TRUCK
TERMINAL
EBMv-3
PARCEL 1
CMt WWTP
PROPERTY
A3 UWE
O
EEWW-2
INACTIVE
FT SEWER LINE
W-WEBMW-26
BRICKMWE-101
MANHOLE EBMW-1 s 55 EBMW-17
EBMW-16'0 MW�1
$fBMW-9
Y55 FPMW-5
Iw-14+03 EBMW-5 EBMW•-22
-fjG Mw�14 �BI4'tYE-$
EBMW-28 E gljyr_
5=
FAMW-I EBM EBUW-10 �
RV 5i E MW-21 EBMW-7L
W-12+ EBMW-2 ESMW-31
13
_55 SMw-�'' 1�pK9�
MWE-2
l
10
RANG a�p5
�ss
S_ SS �
FPMW-3
45
FPMW-2
APPROXIMATE SCALE IN FEET
FPMW- 100 50 0 130
NOTES:
BASE MAP AFTER SPATCO EN4IROMENTAL SERVICES
DRAWING No, 9-1790+ FIGURE 2
MONITORING WELL LOCATIONS AFTER DUNN ENGINEERING
SURVEY MAP, PROJECT NO. 802D603. 6/8/04 (REVISED
10/24/05 and 10/02/05)
SELECT MONITORING WELLS SURVEYED BY R.S. PHARR
ON 6/23/11, ALONG WITH THE LOCATION OF ALL
TEMPORARY INJECTION POtNTS.
EBMIIIr-19 EBMW-30
� ~ MACTEC
APPROXIMATE TOP of E7(PLANAT[QN
JBANK OF YADKIN RIVER
RAILROAD TRACKS OVERBURDEN MONITORING WELLS iv EA'cfwrmNC & C7NSW w. the.
�•� CHARLOTTE, NORTH CAROLINA
STREAM {13 BEDROCK MONITORING WELLS
-- • — • • -- PROPERTY LINE PILOT TEST INJECTION WELLS (ABANDONED) SITE PLAN
—SS-- SEWER UNE CMI WWTP
— — — — APPROXIMATE TOP OF BANK ELKIN, SURRY COUNTY, NORTH CAROUNA
BARED MQ� DAT� 14 It CHECK 0 DATE
7 I
No. 6228-08-4691 FIGURE 2

l�
MW-01-1
I
1l `
1 1
l
1 �
i
i EBMW-4
L-� I
� I
A►fW-2
EBµw-23
AREA
'\ C (NOT COMPLETE
4
EBMW-24 ti _
-2 EBMw7 s$
m EB1AW-1B m EBMW-11 _
ss E$s,IW-TQ � \�9
— OEBMW-12 EBMW-25 EBMW-21 E 1-7 �
EBMW-20
Nw-13
s
EBMW-30
APPROXIMATE TOP OF
BANK OF YADKIN RIVER
APPROXIMATE SCALE IN FEET
50 25 O 5D
l EBMw-s f �
- - STREAM
(D
OVERBURDEN WELLS
- -- - PROPERTY LINE
ffi
BEDROCK WELLS
—55 SEWER LINE
E3
UPPER BEDROCK INJECTION WELL (25-45')
- - — - APPROXIMATE TOP OF BANK
PILOT TEST INJECTION WELLS (ABANDONED)
TEMPORARY OVERBURDEN INJECTION POINT
EBUW-17�
FPM W-S$
NOTES:
BASE MAP AFTER SPATCO ENVIROYENTAL SERVICES
DRANANG No. 9-1790. FIGURE 2
MOMTORING WELL LOCATIONS AFTER BUNN
ENGINEERING SURVEY NAP, PROJECT NO. B020601
6/8/04 (REVISED 10/24/05 and 10/02/06)
SELECT MONITORING WELLS SURVEYED BY R.B. PHARR
ON 6/23/11, ALONG WITH THE LOCAT4ON OF ALL
TEMPORARY INJECTION POINTS,
iwAil MACTEC
EII NE RUG k CDAwA rm. WC
CHARLOTTE, NORTH CAROLINA
AS BUILT INJECTION PLAN
CMI WWTP
El KIN, SURRY COUNTY, NORTH CAROLINA
PREPARED ❑ATE CHEC 0 DATE
BY Mai itm 0I11
JOB NO- 6228-08-4691 FIGURE 3

DIRECT PUSH DRILL ROO, 2.25. O.D.
RESIDUAL SOIL
STIMATED WATER LEVEL
Wit_-'. '•r -,r�
;:i • �' , ' ' :r•'
PARTIALLY
:•.`:' ...= 'w �..
WEATHERED
ROCK
SLOTTED INJECTION
SOUN
PROBE TO REFUSAL AND INJECT 30ME SLURRY AT
THREE INTERVALS WITHIN THE ESTIMATED
SATURATED ZONE WHILE EXTRACTING THE PROBE
LEGEND
j 3DME SLURRY
PROBE RE USAIL
(ESTIMAIM TOP OF
RWO
FIGURE
TYPICAL OVERBURDEN IgJECT10N Parr
fiMAETECSUITELai�iJE
CMI
c. 2s2oa
ELKIN, SURRY COUNTY, NORTH CAROLINA
4
FlLE- 5 NL
vm BY:
I to I,
CHE KED EM
71u it
APPROVED BY.
DATE JOB II{1:
7-19-1f 6228-08-4691

1VCDENR - Remedial Construction Completion Report
MACTECProieet 6628-0$-4691
APPENDIX A
UIC PERMIT
Jtily 20,2011
NDNCDO001092

TXX
�i
MCDENR
North Carolina Depariment of Environment and Natural Resource-,
Division of Water Quality,
Beverly Eaves Perdue Coieerr, K Sullins
GOVernor Director
April 7, 2011
James A. Ovenden. Trustee
CMI-Industries -
219 Muirfield Drive
Spartanburg, SC 29306
Ref: Issuance of Injection Permit W10400106
CMl Industries' Wastewater Treatment Plant
Elkin, Surry County, North Carolina.
Dear Mr. Ovenden:
De_=reemar
Secretar �
In accordance with the application received on February 14, 2011, and the supporting data received March 16, 2011, we
are forwarding permit number W10400106. This permit is to inject HRC 3DMe (Hydrogen Release Compound Primer
with 3D Micro Emulsion) to remediate groundwater contaminated with chlorinated solvents at the facility referenced
above. This permit shall be effective from the date of issuance until March 31, 2013, and shall be subject to the
conditions -and limitations stated therein, including the requirement to submit a final project evaluation as stated in PART
VII — MONITORING AND REPORTING REQUIREMENTS. Please note that some of the monitoring requirements
have chanted from amour application. Please read the entire permit to ensure that you are aware of all compliance
requirements of the permit.
You will need to notify this office by telephone 48 hours rior to initiation of operation of the facility. In order to
continue uninterrupted legal use of1hadmiection facility for the stated purpose, you must submit an application to renew
the permit 120 days prior to i expiration date. Please contact me at [phone] or david.goodrichr cdenr.gov if
you have any questions about your permit.
Best Regards,
David Goodrich, fiydrogeologist
cc: Sherri Knight. Winston-Salem Regional Office
Mark P. Filardi, MACTEC Engineering and Consulting. Inc.. 2801 Yorkmont Road. Suite I00. Charletie. NC 282OF
Janet MacDonald, NCDWM Superfund Section. 1646 Mail Service Center. Raleigh. NC 27699-1646
W10400106 Permit File
AzYJi==_R FROT CM101: 3=71I A
1636 hAa� 55roce Center. Raieipl.. North Lxo na 276W.1BY
iomwr.. 272E C.E ai! botiwarC. Ra0r.. hnrlr:.arorms P601 11'
Pane. Qt6. 3 -3U' ;Ax ; 915-''..waBE. =kh i 5t5 1 -U4 asome Ssrv;.� . 1r=
mzerr;c; wwx.norrarsroualm.n� ��]�;�'�.ilril;il;L

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 of Article 7, Chapter 87; Article 21. Chapter 143, and other
applicable Laws, Rules, and Regulafions.
PERMISSION IS HEREBY GRANTED TO
CMI Industries
FOR THE CONSTRUCTION OF 150 INJECTION WELLS AND OPERATION OF 158 TYPE
51 INJECTION WELLS, defined in Title 15A North Carolina Administrative Code 2C
.0209(e)(3)(C), to inject HRC 3DMe and HRC Primer, for the stimulation of anaerobic
bioremediation of chlorinated solvents and petroleum compounds. These injection wells/points
will be located at the CMI Wastewater Treatment Plant, 304 East Main Street, Elkin, Surry
County, North Carolina, and will be operated in accordance with the application submitted
February 14, 2011, and in conformity with the specifications and supporting data submitted
March 16, 2011, all of which are filed with the Department of Environment and Natural
Resources and are considered a part of this permit.
This permit is for Construction and Operation only, and does not waive any provisions of the
Water Use Act or any other applicable Laws, Rules, or Regulations. Operation and use of an
injection well shall be in compliance with Title 15A North Carolina Administrative Code 2C
.0100 and .0200, and any other Laws, Rules, and Regulations pertaining to well Construction and
use.
This permit shall be effective, unless revoked, from the date of its issuance until March '
and shall be subject to the specified conditions and limitations set forth in Parts 1 through h
hereof.
Permit issued this the 7th day of April, 2011.
j j;
or Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission.
Permit No. W10400106 PAGE 1 OF
Ver. Apri12011 A111111C-6

PART I - WELL CONSTRUCTION GENERAL CONDITIONS
1. The Permittee must comply with all conditions of this permit and with the standards and
criteria specified in Criteria and Standards Applicable to Injection Wells (15A NCAC 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.
s. 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.
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 days 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 37699-1636
PART II - WELL CONSTRUCTION SPECIAL CONDITIONS
At least forty-eight (48) hours prior to constructing each injection well, the Permittee shall notify
the Aquifer Protection Section -Underground Injection Control (UIC) Central Office staff,
telephone number 919-715-6162 and the Winston-Salem Regional Office Aquifer Protection
Section Staff, telephone number [phone].
Permii No. WI0400106 PAGE , OF
VM APW 201 1 APUC-6

PART III - OPERATION AND USE GENERAL CONDITIONS
I. This permit is effective only with respect to the nature, volume of materials, rate of injection,
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 may be appropriate,
at least 30 days prior to the date of the change.
3-. The issuance of this permit shall not -relieve the Per-mittee of the responsibility of complying
with any and all statutes, rules, regulations, or ordinances which may be 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
1. 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 fails 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 Water Quality such as the repair, modification, or abandonment
of the injection facility.
2. The Permittee shall be required to comply with the terms and conditions of this permit even
if compliance requires a reduction or elimination of the permitted 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 operated at all times.
2. The Permittee must notify the Division and receive prior written approval from the Director
of any planned 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 trust notify by telephone the Aquifer Protection Section-UIC. Central
❑ffice staff, telephone number 919-715-6152. 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.
Permit No. W104001 Q5 PAGE 3 OF 7
ver. April 2011 APR]IC-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.
?. 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.
I Provisions shall be made for collecting any necessary and appropriate samples associated
with the injection facility activities.
PART N1II - MONITORLNG AND REPORTING REQUIREMENTS
1. The proposed monitoring plan included in the application, along with additional wells and
parameters cited herein, shall be followed. The additional wells shall be four shallow
monitor wells presented on Figure 1 situated between Area A and the Yadkin River; wells
EBMW-6 and EBMW-17 associated with Area B, and wells FPMW-4 and FPMW-5
associated with Area B.
Additional laboratory parameters that will be performed concurrent with all other laboratory
analyses will consist of the following:
ferrous iron `s ehloride ''__� ethane
nitrite/nitrate nitrogen ✓ sulfate sulfide
Total Organic Carbon (TOC) alkalinity's
Alkalinity shall be reported as Total Alkalinity and individual values shall be given for the
concentrations of Bicarbonate, Calcium, and Magnesium.
All sample results shall be submitted to the Aquifer Protection Section's Winston-Salem
Regional Office and the Raleigh Central Office, Any monitoring (including groundwater,
surface water, or soil sampling) deemed necessary by the Division of Heater Quality to ensure
surface and ground water protection, will be established and an acceptable sampling
reporting schedule shall be followed.
4. Pre -injection metals analysis of monitoring wells EBMW-10 and EBMW-1 S shall be
submitted as soon as the results are available.
5. The Permittee shall submit an Injection Event Record within 30 days of completing each
injection.
Permit No. ►N10400106 PAGE 4 OF 7
ver. April 2011 - AP LJ1C-6

6. The Permittee shall produce a finai 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
conWn monitoring well sampling data, contaminant plume maps and potentiometric surface
maps.
7. The monitoring results and the final project evaluation shall be submitted to:
and to:
Aquifer Protection Secbon-1_IIC Program
DENR-Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636 -
Aquifer Protection Section
DENR-DWQ Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, NC 27107
8. The Permittee shall report by telephone, within 48 hours of the occurrence or first knowledge
of the occurrence, to the Winston-Salem Regional Office, telephone number [phone],
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.
9. Where the Permittee 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.
10. In the event that the permitted facility fails to perform satisfactorily, the Permittee shall take
such immediate action as may be required by the Director.
PART VXII - PERMIT RENEWAL
In order to continue uninterrupted legal use of the injection facility for the stated purpose, the
Permittee must submit an application to renew the permit 120 days prior to its expiration slate.
PART IX - CHANGE OF MIELL 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. If a
well is taken completely out of service temporarily, the Permittee must install a sanitary seal.
If a well is not to he used for any purpose that well must be permanently abandoned
according to 15A NCAC X .0314. Well Construction Standards.
Permit No. W10400106 PAGE ; OF 7
Ver. April 2011 APIUK-4,

2. When operations have ceased at the facility and a well will no longer be used for any
purpose, the Permittee shall abandon that injection well in accordance with the procedures
specified in I5A NCAC 2C .0214, including but not limited to the following:
(A) All rasing and screen materials may be removed prior to initiation of abandonment
procedures if such removal will not cause or contribute to contamination of the
groundwaters.
(B) The entire depth of each well shall be sounder] before it is sealed to insure freedom
from obstructions that may interfere with sealing 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. 4
(D)Drilled wells shall be completely filled with cement grout or bentonite grout, which
shall be introduced into the well through a pipe which extends to the bottom of the
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, or bentonite grout shall be injected into the well completely
filling it from the bottom, of the rasing 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 terms 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 (2) (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. Ingestion may result in burn of the lips, tongue and mouth. Exposure to the eyes can cause
distortion of cellular membranes, loss of corneal, conjunctival and lens epithelium. and loss
of endothelium of the cornea and blood vessels. Inhalation may produce upper airway edema.
respiratory failure, wheezing, pulmonary edema, and pne=onitis. Skin exposure may cause
pain, redness, irritation and severe burns.
Permit No. W10400106 PAG1r fi ❑F 7
ver. April 2011 APUC-6

`_'. 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.
3. 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.
4. Eating, drinking, smoking, handling contact lenses, and applying cosmetics should not be
permitted in the applicationareaduring or immediately following application.
5. Safety controls should be in place to ensure that the check valve and the pressure delivery
systems are working properly.
d. The Material Safety Data Sheets should be followed to prevent incompatible or adverse
reactions and injuries.
7. Access to the area of application should be limited to the workers applying the product.
8. Violent reactions or ignition could occur under the appropriate conditions with acids,
alcohols, p-bis(1,3-dibromothyl) benzene, cyclopentadiene, germanium, hypnitrous acid,
maleic anhydride, nitroalkanes, ?-tetrafluoropropanol, and thorium dicarbide. "Measures
should be taken to prevent such reactions.
Measures should be taken to prevent contamination of existing or future wells and surface
waters that may be located near the application area.
Permit No. V+'10400106 PAGE OF 7
vcr. April 2011 At' UIC -1,

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NCDENR — Remedial Cons+nxtion Completion Report
AM CTEC Project 6628-08-4691
APPENDIX B
WELL CONSTRUCTION RECORDS
July 20. 2011
NONCD0001092

1 ■ oN RLswNma WELLCONsTRuCTIoN RECUiiD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACrOR CERTIFICATION # 2581
1. WELL CONTRACTOR:
13RIAN THOMAS
Wen Contractor (IndiviJual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
7��- 872-7686
Area code- Phone number
2, WELL INFORMATION:
SITE WELL tD #(it appficaNe) IW-3
STATE WELL PEHMITO(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Sox) Monitoring F. Municipal/Public ❑
IndustriallCommercial ❑ Agricultural ❑ Recovery p Injection ❑
Irrigation❑ Other ❑ {fist use]
OATF DRILLED 06/02/10 - 05104I10
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ELKIN COUNTY SURRY
FABRIC LANE 28621
(Street Name, Numbers, Community, SubdIvision, Lol Ho-, Parcel. Zip Code}
TOPOGRAPHIC I LAND SETTING:
❑Slope ❑Valley ❑Fiat ❑Ridge ❑ Other
(check appropriate box)
LATITUDE May be in dcp ees,
minutes, seconds or
LONGITUDE i n a decimal formal
Latitudc/longitude source: ❑GPS ©'topographic map
(loeatbn of we►must be shown on a USG topo map and
attached to this fonn if not askig GPS)
4. FACILITY -Is the name of the busrnai%where the well is lacaxd-
FACILITY ID tf(if applicable)
NAME OF FACILITY CMI
STREET ADDRESS FABRIC LANE
ELKIN NC 28621
City or Town State Zip Code
CONTACT PERSON CMI. INC
MAfLI1NG ADDRESS 4399 CORPORATE ROAD
CHARLESTON SC 29405
City of Town Slate Zip Code
L�-
Area code - Phone number
S. WELL DETAILS:
a. TOTAL DEPTH: 120-0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES Ll NO E
c. WATER LEVEL Below Top of Casing: 18.0 FT
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS
3-0
FT. Above Land Surface'
'Tap of casing terminated alloy below land surface may require
a variance in accordance with ISA NCAC 2C .0118.
e. YIELD (gpm) NfA
METHOD OF TEST NIA
1. DISINFECTION: Type NIA
Amount NIA
g. WATER ZONES (depth):
From To
From To
From To
From To
Frain To
From To
& CASING:
Thicknessl
Depth
Di e�er WLgF�att Ma,01
It �i 0 PVC
From O.0 To 26,0
Ft.
4
From To
FL
Fran To
Ft-
7, GROUT: Depth
Material Meth rd
From 0'0 To 260
Ft.
Port!" benlonee SLURRY
Frcm To
Ft.
From To—
Ft.
8. SCREEN: Depth
Diameter Slot Size Material
From To
Ft,
in, 41,
From To—
Ft.
Im in.
From Ta
FL
in. in.
9. SANOIGRAVEL PACK:
Depth
Sae Material
From To
Ft.
From To
FL
From To
FL
10. DRILLING LOG
From TO
Formation Description
0.0 7.0
GROWN SILTY CLAY
7-0 17.0
GRAY SANDY CLAY
1T 0 21.0
PARTIALLY WEATHERED ROCK
21,0 120,0
ROCS
11. REMARKS:
OPEN HOLE FROM 26-0 To 120.0 FT
I DO HE RE BY CE RTIFY THAT Ti RS WELL WAS CONSTRUCTED I N ACCORDANCE WITH
t FC. WELL CONSTRUCTION STANDARDS, AND TWIT A COPY OF THIS
t(,DR6 5 UEEEN PROVIDED TO THE OWNER.
06/15/10
MWAT U IED LL COWMAC T OR' DATE
BRIAN THONAS
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 Service Center— Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rey, 7105

NONRESIDENTIAL WELL coNmuCTiON RECORD
North Caroiina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2581
1. WELL CONTRACTOR:
BRIAN THOMAS
Web Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 2a625
City or Town State zip Cade
7pi 4 �- 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID 9(d applicable) ICY-1
STATE WELL PER MIT#(if Applicable)
DWD or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Moniloring @ Municipal/Public C]
IndustriallComrrlercial ❑ Agricultural ❑ Reco+ery L} injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 06102110 - 06t04 110
TIME COMPLETED AM U Ph! ❑
3. WELL LOCATION:
CCiY; ELKIN COUNTY SURRY
FABRIC LANE 28621
(Street Name, Numbers, Cornmunity, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC 1 LARD SETTING:
❑ Slope []Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
minutes, seconds or
LONGITUDE in a decimal format
Latitude/longitude source: ❑ GPS ❑Topographic map
(bcabbn of we® must be shown on a USG topo reap and
attached to this form # net Using CPS)
4. FACILITY- Is the name or the business where the wet! rs to *d
FACILITY ID #(if applicable)
NAME OF FACiLIT'f CMI
STREET ADDRESS FABRIC LANE
ELKIN NC 28621
City or Town State Zip Code
CONTACT PERSON CMI, INC
MAILING ADDRESS 4399 CORPORATE ROAD
CHARLESTON SC 29405
City or Town State Zip Code
Area code - Phone number
5, WELL DETAILS:
a. TOTAL DEPTH: 120.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c, WATER LEVEL_ Below Top of Casing: 18 0 FT.
(Use "+- If Above TDp of Casing)
d, TOP OF CASING IS 3.0 FT. Above Land Surface'
'Top of casing tenninaled atfor below land surface may require
a variance in accordance with 15A NCAC 2C .01 I &
e. YIELD (gpm): NIA METHOD OF TEST NIA
f. DISINFECTION: Type NIA Amount NIA
9. WATER ZONES (depth):
From-1-0 From To
From To From To
From Tv From To
6. CASING: Thickness)
Depth Diamr�eetter W hII Material
From 0.0 To 25.0 Ft, 4 INi;Hi s' a6 PVC
From To— Ft.
From To Ft.
T GROUT: Depth Material Method
From 0.0 To 25.0 Ft. Portland bwn kx ile SLURRY
From To Ft,
From To Ft,
11 SCREEN: Depth Diameter Slot Size Material
From To Ft. in. In.
From To- F1. in. in,
From To Ft. in. in.
g. SANDIGRAVEL PACK:
Depth Size Material
From To FL
From To Ft.
From To Ft.
10. DRILLING LOG
From To Formation Description
0.0 7.0 BROWN SILTY CLAY
7.0 17.0 GRAY SANDY CLAY
17.0 20,0 PARTIALLY WEATHERED ROCK
20.0 1200.ROCK
11. REMARKS:
OPEN HOLE FROM 25.0 TO 120.0 FT
i Do HEREBYCERTIFYTHAT THIS WELL WA CDNSTRUCTEO IN ACCORDANCE WITH
15Apr3 WELL CONSTR 0 CTIGN STANDAR AND THATA COPY OF THIS
D riA EENrR[]VIpE6 TD TiiE JHER.
06/15110
SiGt URE'04Pr5?,6IFMDWEL1 CONTRACTOR DATE
BRIANT THQ AS
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 Service Center — Raleigh, NC 27699-1517 Phone No. [phone] ext 668. Rev. 7105

.[ ■ ON � IESIDENTIA.L WF,LL CONSTR[ICTIO]V RECORD
T fit'
North Carolina Department of Envirarment and Natural Resources- Division of Water Quality
•� WELL CONTRACTOR CERTIFICATION # 2581
1. WELL CONTRACTOR;
SRIAN THOMAS
Well Contractor (Indiudual) Name
GEOLOGIC EXPLORATION. INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE OLVC
STATESVILLE NC 28625
City or Tawas stale Zip Code
70� a J_ 872-7686
Area code- Phone number
2. WELL INFORMATION:
SfTE WELL ID#(Wa*cabe) iW•2
STATE WELL PERMIT#t(tf applicable)
DW4 or OTHER PERMIT #{if applicable)
WELL USE (Check Applicable Box) Morrtering fl MumdpallPubhc L7
IndvstriallCommercial ❑ Agr{cullural (] RecoveryLl Injeclion I.a
Irrigation❑ Other ❑ (iist use)
DATE DRILLED W02110.0610010
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY; ELKIN COUNTY SORRY
FABRIC LANE 20621
{Sae et !Jame, Numbers, Cammurtity, Subdivision, Lot No., Parcd, Zip Code!
TOPOGRAPHIC 1 LAND SETTING:
❑ Slope ❑ Valley ❑ Flat ❑ Ridge Ll Other
(Check appropnate box)
LATITUDE Mey be in degrees,
`— — minutes, seconds or
LONGITUDE in a decimal format
Ladtudellongitude source: ❑G11S ❑Topographic map
(focaton of well must be shown on a USG5 ropo map and
attached to this brm d not using GPS)
4- FACILITY- is thn name or Iha business where the weA is located.
FACILITY ID #(it applicable)
NAME OF FACILITY CMI
STREET ADDRESS FABRIC LANE
ELKIN NC 28621
City or Town State Zip Cade
CONTACT PERSON CMI, INC
MAILING ADDRESS 4399 CORPORATE ROAD
CHARLESTON Sc 29465
City or Town Slate Zip Cade
Area code - Phone number
s. WELL DETAILS:
a. TOTAL DEPTH: 120.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO El
c. WATER LEVEL Bel ow Top of Casing: 18.0 Fr.
[Use "+" if Above Top of Casing)
d- TOP OF CASING IS 3-0
FT- Above Land Surface'
'Toµ of casing terminated attar below land surface may require
a variance in accordance with 15A NCAC 2C +0118.
C. YIELD (gpm). NIA
METHOD OF TEST NIA
t DISINFECTION: Type NIA
Amount NIA
g. WATER ZONES (depth):
From To—
From To
From To
From To
From To
From To
6. CASING:
Thicknessl
Depth
From D.0 To 25•0
Dlaet�eter Wf< h; Malaria!
Ft. d 1NGH Suva PVC
From To
FL
From To
Ft.
7, GROUT: Depth
Material Method
Frorn 0.0 To 25.0
Ft. Poruand bentonite SLURRY
From To-
Ft.
From To
Ft,
8. SCREEN; Depth
Diameter Slot size Material
From TO
Ft. in. in.
From To
Ft, in, in. _
From To
Ft. In. In.
9. SANDIGRAVEL PACK:
Depth
Size Material
From To
Ft.
From —To—
Ft,
From To
Fl-
10. DRILLING LOG
From To
Formation Description
0.0 7.0
BROWN SILTY CLAY
7.0 17-0
GRAY SANDY CLAY
17,0_ _ 20.0
PARTIALLY W£ATHERE0 ROCK
20.0 120.0
ROCK
11. REMARKS:
OPEN HOLE FROM 25.0 TO 120-0 FT
I DO HEREaY CERTIFY THAT THIS WEtd. WAS CONSTRUCTED IN ACC OfIOANCE WrTh
7�LL ONSTRU T ONE W_W AR -AND THAT A COPY Qf THIS
R COi� EN P�OVIpEO TOTHEW ER.
srs511❑
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
BRIAN THOMAS
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the ❑ivision of Water quality within 30 dayS. Attn: Information Mgt., Form GW-1b
1617 Mail Service Center -- Raleigh, NC 27699.1617 Phone No. [phone] ext 568. Rev. 7105

WELL ABANDONMENT RECORD
North Carolina Depattlnent of Environment and Namrai Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2452
I. WELL CONTRACTOR:
JERRY WATKINS
Well Contractor {individual} Name
GEOLOGIC EXPLORATION, INC.
Weil Cuntraelor Company Name
STREETADDRESS 176 COMMERCE BLVD_
STATESVILLE NC 28625
City or Town
7[ 04 - 872-7686
Area code - Phom number
State
2. WELL INFORMATION:
SITE WELL III # (ifapplicable) IWA
STATE WELL PERMIT k (if applicable)
COUNTY WELL PERMITN (i f appi icab It)
DWQ or OTHER PERMIT # (ifapplicabit)
Zip Code
WELL USE (Check applicable use): JZ Monitoring ❑ Residential
❑ Municipal/Public ❑ lndustriallCommerciAl ❑ Agricultural
❑ Recovery ❑ Injection ❑ Irrigation
❑ Olber (list trse)
3. WELL LOCATION:
COUNTY SURRY QUADRANGLE NAME
NEAMTTOwN: ELKIN
104 FABRIC LANE 28621
(SizcetlRoed Narec, Number, Commruiity, Strhdivisirm, lot No., P=cl, Zap Code)
TOPOGRAPHIC I LAND SETTING-
❑ Slope ❑ Valley []Fiat ❑ Ridge ❑ Dther
(Check appropriaic setting)
LATITUDE May be in degrees,
minutes, sewndc, or in a
LONGITUDE decimal fomut
LafitutitAoagitrde source: ❑ GPS ❑Topographic map
(Location of well must he shown on a U5GS taps mup and
areached 10 this form if not using GPS)
4a. FACILITY- The name of the business where the well is teemed. Compleir 4a and4b.
(If a re odenoat well, skip 4a: compl cic 4b, wctl owner information only,]
FACILITY ID #(ifapplicahle)
NAMEOFFACU Y CMI - WWTP
STWEETADDRESS 104 FABRIC LANE
ELKIN NC 28621
Cily cr Town State Zip Cade
4K CONTACT PERSONfWELL OWNER:
NAME CMI, INC
S•IT= ADD RESS 4399 CORPORATE ROAD CHARLESTON. SC 20406
6. WELL DETAILS:
a. Total Depth: 100.0 ft. Diameter: 4.0 in.
b, Watcr Level (Below Mmsuring Point): [L-
Measuring point is ft above land surface.
6 CASLNG: Length Diameter
a Casing Depth (if known). N/A ft. in.
b. Casing Removed: /A ft. in-
7. DISINFECTION: NIA
(Amaunl of 65W75%calciurn hypochlorite used)
S. SEALING MATERIAL:
Nest Cement Sfnd Crmrnt
Cement - 1b Cernen: — Ili -
Water `- gal. Water — gal-
lien to n i tr
Bentonite lb -
Type: 0 Slurry ❑Pellets
Water pi-
th Sr
Typt material PORTLAND BENTONITE SLURRY
Amount 75-0 GALLONS
9. EXPLAIN METIIOD OF EMPLACEMENT OF MATERIAL:
VIA TREMIE PIPE WITH PORT1ANO-BENIONIIE
SLURRY
10. WELL DIAGRAM. Draw a detailed sketch of the well an the back of this
Form showing total depth, depth and diameter of screens (if any) remaining
in the well, gravel interval, intervals of casing perforations, and depths and
types of fill materials used -
Ill. DATE WELL ABANDONED 4/15111
I Do HEREBY CERTIFY THAT THIS WELL WAS ABANDONED I ACCORDANCE
W fr}t 1 SA NCAC 2C, WELL CONMUCT10-4 STANDARD5, AND THAT A COPY OF
THIS RECO D HAS SEEN PROVIDED To THE WELL OWNER
{,/A.!{Ict" 04/27/11
SSG NATURV. OFC 'IF1EDWELL.CONTRA CTOtt DATE
SIGNATt1REOF PRIVATE WELL OWNER ABANDONING THE WELL DATE
(The Whale well owner must be an individual who gm2tiglly-abandons hishxr residonaal well
in accordance with 15A NC AC 2C-0111]
JERRY WATKINS
PRINTED NAME OF PERSON ABANDONING THE WELL
Submit it ropy to the owner and the origiml to the Division of Water Quality within 30 days. Form GW-30
Attn: Information Management, 1617 Mail Service Center - Raleigh, NC 27699-1617, Phone No. [phone] cat 568. Rev. 59]6

WELL ABANDONMENT RECORD
Norib Carolina 1Depubnent of Fnvironment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2452
1. WELL CONTRACTOR:
JERRY WATKINS _
Well Contractor (individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREETADDRFSS 176 COMMERCE BLVD.
STATESVILLE NC 28625
_ City or Towns state Zip Code
7[ 04 y- 872-7686
Area code - Phone number
2. WELL INFORMATION:
SITE WELL ID # (if applicable} LW-�
STATE WELL PERMIT 4 (if applicable)
COUNTY WELL PER STIT 11 (if applicable)
DW Q or OTHER PERMIT 0 (if applicable]
WELLUSE (Cbeckapplicable use}: 0 Monitoring ❑ Resideati:sl
0 Municipal/Public ❑ ]ndustriallCommercisl Lj Agricutlural
❑ Recovery ❑ Injection ❑ Irrigation
[IOther(list use)
3. WELL LOCATION:
COUNTY SURRY QUADRANGLENAMI:
NEARESTTOwN: ELKIN
104 FABRIC LANE 28621
(Straa/Road Name, Number, Cotnrnuruty, Sutdivism, Lot No., Parcel, Tip Code)
TOPOwURAPHIC / LAM] SETTING:
❑ Slopc ❑ Valley ❑ Flat ❑ Ridge ❑ Other
(Check appropriate setting)
LA,TT UDE May be m degrees,
minutes, aroonds, nr in a
LONGITUDE decimal Format
LAtitudeAongitude source: ❑ GPS ❑Topographic map
(LOCation Of well marl be shown on a USG5 (CPO map and
attached so this form tf not using CPS)
411. FACILITY• The name 0Fthe business where the well is Iocrted Complete 4a and4b.
(lFe residendat well, skip4a: complete 4b, well owner information only.)
FACILITY ID 9(ifapphrable)
NAMEOFFACILiTY CMI - WW7P
STREET ADDRI=SS 104 FABRIC LANE
ELKIN NC
City or Town Stare
4b- CONTACT PERSONIWELL OWNER:
NAME CMI, INC
STREET ADDRESS 4399CORPORATE RDA CHARLESTON, SC 29405
28621
Zip Code
6. WELL DETAILS;
a, Total Depth: 120.0 ft, Dmmeta: 4.0
b. Water Level (Below Measuring Point): ft.
Measuring poi at is ft. above land surface-
& CASING: Length Diameter
a. Casing Depth (iI known): NIA ft. in.
b, Casing Removed- N7K— ft- in.
DISINFECTION: N/A
(Amount of 65% 75% calci um hypochWte used)
8. SEALING MATERIAL:
Nrat Crinrnt Sand Cement
Cement — lb- Cement'- Ib
Water -- gal. Water -- -gill.
Bentonile
Bentonite lb -
Type: ©Slurry ❑ Pellets
Water gal.
Other
Type mate ial PORTLAND BENTONITE SLURRY
Amount 00.0 GALLONS
9. EXPLAIN METHOD OF E.MPLACENTE14T OF MATERIAL:
VIA TRFMIE_PJEE WITH POBTLAND BENTQJ]ILTE--
SWRRY_
10. WELL DIAGRAM. Draw a detailed sketch of the well on the back of this
form showing total depth, depth and diameter of screens (if any) remaining
in She we) 1, gravel interval, intervals of casing perforations, and depths and
types of fill materials used.
11. DATE WELL ABANDONED 4/15/11
1 DO HEREBY CERTIFY THAT THIS WELL WAS ABANDONED IN ACCORDANCE
W ITI4 t 5A NCAC 2C. W ELL CONSTRUCTION STANDARDS, AND THAT A COPY OF
THIS RE RD HAS DEEN PROVIDED TO THE WELL OWNER.
�01A" , 04/27/11
SIGN AT RE OF CERTIFIED IVELL CONTRA CFOR DATE
SIGNATURE OF PRIVATE WELL, OWNER ABANDONING THE WELL DATE
(The private well owner must be en individual who persoaal]yabandons his/her rrsidmiial well
in ■awwdartee with 15A NCAC 2C .01 13.)
JERRY WATKINS
PRINTED NA141E OF PERSON ABANDONING THE WELL
Submit a Copy to the owner and the original to the Division of Witter Quality within 30 days. Fort GW -30
Attn: Information MAnagetoen1, 1617 Mail Service Center - Raleigh, NC 27699-1617, Phone No. (919) 733-701S exi 569. Rev. SM6

WELL ABANDON —ENT RF,CORD
Borth Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICAT1ION #_ 2452
1. WELL CONTRACTOR:
JERRY WATKINS
Well Contractor (Individual) Name
_G_EOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD.
STATESViLLE NC 28625
City or Town State Zip Code
7[ 04 ] - 872-7686
Area code - Phone number
2. WELL INFORMATION:
SITE WELL III # (ifapplirable) IW-3
STATE WELL PERMIT h (if applicable) -
COUNTY WELL PERMIT # (if applicable) _
0WQ or OTHER PER KIT # (if appiicabk)
WELL USE (Check applicable use) ® Monitoring ❑ Residential
❑ Muniripal/Public ❑ Industrial/Cosnmercial ❑ Agricultural
❑ Recovery ❑ Injection ❑ Irrigation
❑ Other (list use)
3. WELL LOCATION.
COUNTY SURRY QUADRANGLE NAME
NEAREST TOWN: _ELKIN
104 FABRIC LANE 28621
(S!jrmV toad Nsnw, Number, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC 1 LAND SETTING;
❑ Slope ❑ ValIey ❑ Flat ❑ Ridge ❑ Othcr
(Check appropriate setting)
LATM DE May be in degnem.
�. nines, seconds, or in a
LONGITUDE let Tam nt
Latitude/tongitude source: ❑ GPS ❑Topographic map
(Locotinir of well wrusi be shown an a UUSGS ropo map and
arcarhed to eels fornr if not zamg GPS)
4 a. FACILITY- The name of dw bwincss where the we is located. Cornplele 4a and4b.
IIFa residential well, skip 4a; camplptc 4b, well owner information only. j
FACILITY tit 9(ifapplicabla)
NAME OF FACILITY CM? - WWfP
STREETADDRFSS 104 FABRIC LANE
ELKIN NC 28621 —
City or Town State Zip Code
4b. CONTACTPERSONIIVELL OWNER:
NAME CMI, INC
STREET ADDRESS 4319 CORPORATE ROAD CFNRLESTON, SC 29405
5. WELL DETAILS:
a. Total Depth: 120.0 R Diameter: 4.0 in.
b. Water Lcvci (Below Measuring Point): __ ft.
Measuring point is ft. above land surface.
6. CASING: Length Diameter
a. Casing Depth (if known). NIA ft. 1r1
b. Casing Removed: -IVA! ft. in.
7. DISINFECTION. NIA
(Amount of 65%75%calcinm hypochlorite used)
& SEALING MATERIAL:
Neat Cement S■nd Cement
Cement lb. Cement— III.
WSW -- gal. Water gel.
nt nite
Bentonite lb.
Type: ® Slurry ❑Pellets
Water gal.
her
Type material PORTLAND BENTONITE SLURRY
Amount 90.0 GALLONS
9. EXPLAIN METIIOD OF EMPLACEMENT OF MATERIAL:
VIA TREMIE PIPE WITH P1JLA,f10.aEN15NTE_
SLURRY
10. W'ELI. DIAGRAM; Draw a detailed sketch ofthe well on the back ofthis
Form showing total depth, depth and diameter of screens (if any) remaining
in the well, gravel interval, intervals of casing perforations, and depths and
types of fill materialsu%ed.
II. DATE WELL AUkNDONED 4115111
I DO HFREBY CERTIFY THAT THIS wE.L WAS ABANDONED IN ACCORDANCE
WITH 15A NCAC 2C. WELL CONSTRUCTION STANDARDS, AIVD THAT A COPY OF
THIS RECORD HAS BEEN PROVIDED TO THE W ELL OWNER.
`'""'"'� w�, 04/27/11
$IGNATI FIE OF C TIFIED WELL CONTRACTOit DATE
SIGNATURE OF PRIVATE WELL OWNER ABANDONING THE WELL DATE
(The privy tc well owner must be m individual who W r5onIIll.l abandons hiw'her residential well
in ascendance wsth ISA NCAC 2C.0113-)
JERRY WATKINS
FRINT£D NAME OF PERSON ABANDONING Tilt WELL.
Submit it copy to the owner and the original to the Division of Water Quslity within 30 days. Form GW -30
Attn-. Inrormation Ntanagement, 1617 Mail Srrvicr Center -- Raleigh, NC 27699-I6I7, Phone No. [phone] ext 568. Rev. 5/06

NONRESIDENTIAL WELL CONSTRUCT]ON RECORD
North Carolina Department of Environment and Natural Resources- Division of Waler Quality
WELL CONTRACTOR CERTIFICATION # 2452
1. WELL CONTRACTOR:
JERRY WATKINS
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Conlractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE NC 28625
City or Town Stale Zip Code
Tau_ j 872-7686
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# NIA
OTHER ASSOCIATED PERMIT#(i(applicable}
SITE WELL ID #(if applicable) IW-12+A
3. WELL USE (Check One Box) Monitoring W MuricipallPubiic ❑
IndustriaVComrnercial u Agricultural [:1 Recovery C] Injection
1"afionLl Other [] (list use)
DATE DRILLED 04/18/11 - 04120111
4. WELL LOCATION:
104 FABRIC LANE 28621
(Stre¢; Name, Numbers. Community. SubdivWon, Lot No., Par.,el, Zip Code)
CITY: ELKIN COUNTY SURRY
TOPOGRAPHIC I LAND SETTING- (check appropriate box)
OSlope UValley []Flat CIRidge ❑Other
LATITUDE ' DMS OR DD
LONGITUDE �`�' " DMS OR DO
LaMudeflongitude source: BPS j _Xopographlc map
(location of well must be shown on a USGS topo map andattached to
this farm if not using GPS)
5. FACILITY (Name of the business where the well is located.)
CMI - WWTP ---
NIA
_
Facility Name
_.
Facility ID# (if applicable)
104 FABRIC LANE
Street Address
LKIN
NC
28621
City or Town
State
Zip Code
CIAL INC
Contact Name
4399 CORPORATE ROAD
Mailing Address
_
CHARLESTON
SC
29405
City or Town
State
Zip Cade
u
Area code Phone number
d. TOP OF CASING IS 2.5 FT. Above Land Surface'
'Top of casing terminated atfor below Sand surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A
METHOD OF TEST NIA
L DISINFECTION: Type
h[IA
Amount NIA
: g. WATER ZONES (depth):
Top Bottom
Top
Bottom
Top Bottom
Top
Bottom
Top Bottom
Top
Bottom
Thicknessl
7. CASING: Depth
Diameter
Weight Material
Top 0.0 Bottom 25.0
Ft, 4 INCH.
SCH 40 PVC
Top 0.0 Bottom 25.0
Ft. B 1n INCH
18H GALVANIZEC
Top Bottom
Ff.-
B. GROUT: Depth Material Method
Top 0.0 Bottom 10.0 Ft. PDRtlANDBEWTONTF SLURRY
Top 0.0 Bottom 25.0 Ft. PORTLANDafRTOMITE SLURRY
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 25.0 Bottom 40.0 Ft. 4.0-in. .010 in. PVC
Top 6ottflrn FL in. in.
m Top BottoFt. in. in.
7 O. SANDIG RAVE L PACK:
Depth Size
Top 22.0 Bottom 40.0 Ft. 20-40
Tap _Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Tap Bottom
0.0 1 4.0
4.0
1
9.0
9.a
1
25.0
25.0
1
310
33.0
1
38.0
38.0
1
4D.0
1
I
I
t Z REMARKS:
Material
FINE SILICA SAND
Formation Description
BLACK SILTY CLAY
TAN SILTY CLAY
PARTIALLY WEATHERED ROCK
ORANGE SILT
PARTIALLY WEATHERED ROCK
ROCK
6. WELL DETAILS: I W HER`c By CERTIFY THAT THIS Y42=L L WAS CONSTRUCTED IN ACC ORDANCE WITH
" 15A" C YELL CONSTRUCTION STANDARDS. AND THAT A COPY ❑F THIS
a. TOTAL DEPTH: 40.0 FEET : RECoRD EEN PROVIDED ;o3 w z
rw,04/27/11
b. DOES WELL REPLACE E?CISTSNG WELL? YESC] NOG/ : SIGNATU RE OF CERTIFIED WELL CONTRACTOR DATE
C. WATER LEVEL Below Top of Casing: 15.0 FT, JERRY WATKINS
(Use "}" if Above Top of Casing) : PRINTED NAME OF PERSON CONSTRUCTING THE WELL
'.Slit 16 t.vi dihilb days of com letion to: Oivfs10 of Water'QUaIit Information Proress1n , Form GW-1b
Y P Y - 9 Rev_ zlos
16�7Aka 0 5ef�ticeGenter, Raleigh, NC 27699-161, Phone : [phone]

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Care Iina Department of EnviTonment and Natural Resources- Division of Water [duality
WELL CONTRACTOR CERTIFICATION # 2452
1. WELL CONTRACTOR: = d. TOP OF CASING IS 2.5 FT. Above Land Surface'
JERRY WATKINS 'Top of casing terminated a below land surface may require
Well Contractor (individual) Name a variance in accordance with 15A NCAC 2C -0118.
GEOLOGIC EXPLORATION, INC : a. YIELD (gpm): NIA METHOD OF TEST NIA
Well Contractor Company Name : 176 COMMERCE BLVa L DISINFECTION: Type NIA Amount NIA
Street Address
STATESVILLE NC 28525
City or Town Slate -Lip Code
t 04 } 872-7586
Area code Phone number
g. WATER ZONES (depth).
Top __ Bottom
Top Bottom
Top Bottom
Top
Bottom
Top
Bottom
Top
Bottom
Thickness/
2. WELL INFORMATION:
: 7. CASING: Depth
Diameter Weight Material
WELL CONSTRUCTION PERMIT# NIA
= Top 0.0 Bottom 25-0
Ft. 4 INCH SCH ap PVC
OTHER ASSOCIATED PERMIT#(if appitable)
Top Bottom._
Ft. _
SITE WELL ID #(if appilcabie) IW-14+
Top Bottum
Ft.
3. WELL USE (Check One Boxy Monitoring N( MunirapallPublic ❑
8. GROUT: Depth
Material Method
Industrial/Commercial L Agricultural ❑ Recovery Cl Injection ❑
- Top 0.0 Bottom 25.0
Ft. POffr Moexwro:+'rF SLURRY
IrrigationQ OtherLi (list use) _
: Top Bottom
Ft -
DATE DRILLED 04115/11 - 04120111
Top Bottom--
Ft.
d, WELL LOCATION;
9, SCREEN, Depth
Diameter Slat Size Material
104 FABRIC LANE 28621
; Top Bottom
Ft. In, in,
ISrreet Name, Numbers. Community, Subdivision, Lot No.. Parcel, Zip Code)
_
Top Bottom
Ft. in- in,
CITY. ELKIN COUNTY SURRY
Top Bottom
Ft. in- in.
TOPOGRAPHIC 1 LAND SETTING: (check appropriate box)
[']Slope []Valley fjFlat ❑Ridge ❑Other
to. SANDIGRAVEL PACK:
Depth
Size Material
LATITUDE _ 'DMS OR DD
Top Bottom
Ft.
LONGITUDE ' DMS OR DD
Top Bcnom
Ft-
Laliludello%ilude source: (BPS [Topographic reap
: Top Bottom
Fl.
(loca(ion of well must be shown on a USG topo map andattacheor to
this form if not using GPS)
11. DRILLING LOG
5. FACILITY ( Jame of the business Where the we II is located-}
Top Bottom
Formation Desriiption
CM[ - W1NTP NIA
= D.0 1 4.0
BLACK SILTY CLAY
Facility Name Facility ID# (if applicable)
4.0 1 9.0
TAN SILTY CLAY
104 FABRIC LANE
9.0 1 23.0
PARTIALLY WEATHERED ROCK
Street Address
23.0 1 44.0
ROCK
ELKIN NC 28621
1
City or Town State Zip Code
J
CMI 1NIC
1
Contact Name
1
4399 CORPORA IL, ROAD
: 1
Mailing Address
1
CHARLE TON SC 294
1
City or Town Slate Zip Code
12. REMARKS:
OPEN HOLE FROM 25.0 TO
40-Q FT
Area code Phone number
6. WELL DETAILS:
I DO HEREBY CERTIFY THAT 7AS
WELL WAS CONSTRUCTED IN ACCORDANCE W7H
• t5A NCAC 2C, WELI CONST R UCT H7N STANDARDS, AND THAT A COPY OF THIS
a. TOTAL DEPTH: 40.0 FEET
RECo S SEEN PRCVIOFD TO
THE WELL OWNER
f
G. DOES WELL REPLACE EXISTING WELL? YES L] NO p/
� (A
_ 04127111
SIGN URE OF C E R TiF I ED
VV ELL = NTRACTOR DATE
c. WATER LEVEL Below Top of Casing: 15.0 FT.
JERKY WATi4NS
(Use °+' If Above Top of Casing)
: PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit.* n':3 thiU'days of to: Division of Water duality InfolTnatioProcessIng,
term GW-16
completion
- in.
Rev. 2109
1617 Mali Service Center, Raleigh, NC 27699.161, Phone : [phone]

ti
r�
1, WELL CONTRACTOR:
BRIAN THOMAS
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE NC 28525
City or Town State Zip Code
70� 4 872-7686
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#. NIA
OTHER ASSOCIATED PERMIT#(dappri�cable)
SITE WELL ID #(ir applicable} EBMW-29
3. WELL USE (Check One Box) Monitoring d MunidpaliPublic ❑
IndustriallCommerrial C7 Agricultural ❑ Recovery L1 injection ❑
Inigabonp Other ❑ (fist use}
DATE DRILLED 04/15111
4. WELL LOCATION:
104 FABRIC LANE 28621
(Steel Name, Numbers, Community, Suodivislon. Lot No., Parce'., Zip Code)
CITY: ELKIN COUNTY BURRY
TOPOGRAPHIC i LAND SETTING: (check appropriate box)
OStope [)Valley ❑Ral [)Ridge pother
LATITUDE ' OMS OR OD
LONGITUDE " OM5 OR DO
Latiludeliongltude source: ❑GPS Qfopographic map
(location of well must be shown on a USG topo map andaftached to
this form if not using GPS)
S. FACILITY (Name of the business where the well Is located.}
CMI - WWTP
NIA
Facility Name
Facility ID# (if applicable)
104 FABRIC LANE
Street Address
ELKIN
NC
28521
City or Town
State
Zip Code
CMI INC
Contact Name
43S9--CORPORATE ROAD
Mailing Address
CHARLESTON
5C
29405
City or Town
State
_
Zip Code
Area code Phone number
.NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2581
d. TOP OF CASING IS 2.6 FT. Above Land Surface'
'Top of rasing terminated atior below land surface may require
a variance in accordance with 15A NCAG 2C .011 B.
C. YIELD (gpm): NIA METHOD OF TEST NIA
f. DISINFECTION: Type NIA Amount NIA
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bolom
Top Bottom Top Bottom
Thicknessr
: 7. CASING: Depth Diameter Weight Material
Top 0.0 Bottom 15.0 Ft, 2 INCH $CH 40 PVC
Top Bottom FIL
Top Bottom FL
8. GROLrT Depth Material Method
Top 0.0 Bottom 10.0 Ft. vatrrA"D6EwrowTE SLURRY
: Top Bottom Fl.
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 15.0 Bottom 25.0 Ft. 2.0 In. .010 in. PVC
Tap
Bottom
Fl.
in. in.
Top
Bottom
Ft
in. in.
10. SANDIG
RAVEL PACK:
Depth
size Material
Top 13.0
Bottom 25.0
Ft.
20-40 FINE SILICA SAND
Top
Bottom
Ft.
Top
Bottom^ _
Ft_
11. DRILLING
LOG
Top
Bottom
Formation Description
0.0
1 4.0
BLACK SILTY CLAY
4.0
1 15.0
TAN SILTY CLAY
15.0
! 25.0
PARTIALLY WEATHERED ROCK
1
1
1
1
r
1
r
12. REMARKS:
RENTONITE SEAL FROM 10.0 TO
6, WELL DETAILS; :I DO HERCRY CERTIFY THAT THIS WELL WAS CONSTRUCTED rN ACCORDANCE WITH
• 7 WELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS
a. TOTAL DEPTH: 25.0 FEET CORD I ££N PROVIDED TO THE HER.
//
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO V Q4127I11
SIGNATURE O TIF D WELL CONTRA OR DATE
c. WATER LEVEL Below Top of Casing: 18.0 FT. BRIAN THOMAS
(Use'+" if Above Top of Casing) : PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Form GW-tb
Submit withl"n"30 days of completion to: Division of Water Duality - Information Processing, Rev. 2109
1617 Mail Service Center, Raleigh, NC 27699.161, Phone : [phone]

1 ■ ONl►E.SIDENTIAL WELL CONSTRUCTION RECORD
Earth Carolina Department of Environment and Natural Resources- Division of Water Quality
.a,, �• WELL CONTRACTOR CERTIFICATION tl 2551
I. WELL CONTRACTOR
BRIAN THOMAS
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE NC 28625
City or Town State Zip Code
To[ 4 872-7686
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# NIA
OTHER ASSOCIATED PERMIT#(it applicable)
SITE WELL ID #(if applicable) EBMW-30
3. WELL USE (Check One Box) Monitoring W Municipal/Public ❑
IndustriallCommercial ❑ Agricultural ❑ Recovery I7 Injection ❑
Irrtgationn Other p (list use)
DATE DRILLED] 0411 S111
4. WELL LOCATION:
104 FABRIC LANE 28621
{Street Name, Numbers, Community, Subdivision, Lot No„ Pane], Zip Code)
CITy: ELKIN COUNTY SURRY
TOPOGRAPHIC 1 LAND SETTING: (check appropriate box)
n Slope [:]Valley ❑ Flat Q Ridge []Other
LATITUDE " ❑MS OR DO
LONGITUDE A"� " DMS OR ❑O
Latitudeflongitude source: BPS aopographlc map
(locaf on of well must be shown on a USGS topo map andettached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
CMI - WWTP NIA
Facility Name Facility ID# (if applicable)
104 FABRIC LANE
Street Address
ELKIN NC 28621
City or Town State Zip Code
Contact Name
43CORPORATE ROAQ
Mailing Address
CHA LEST N SC 294D5
City or Town State Zip Code
Area code Phone number
& WELL DETAILS;
a. TOTAL DEPTH: 22.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES C NO d
d. TOP OF CASING IS 2.5 FT. Above Land Surface'
'Top of casing terminated atlor below land surface may require
a variance in accordance Wth 15A NCAC 2C .0118.
e. YIELD (gpm): NIA
METHOD OF TEST NIA
f. DISINFECTION: Type
NIA
Amount NIA
g. WATER ZONES (depth):
Top
Bottom
Top
Bottom
Top
Bottom
Top
Bottom
: Top
Bottom
Top
Bottom
Thicknessl
: 7, CASING:
Depth
Diameter
Weight Material
Top 0-0
Bottom 12.0
Ft.
2 INCH
SCH 40 PVC
Top
Bottom
Fl.
: Top
Bottom
Ft
GROUT:
Depth
Material Method
Top D.0
Bottom TO
Ft.
PO�iIANDVE"To" Tr SLURRY
Top
Bottom
Ft.
Top
Bottom
Ft.
9. SCREEN:
Depth
Diameter
Slot Size Material
Top 12.0
Bottom�22.0
Ft.
2.0 In.
.010 in. PVC
Top
Bottom
Ft.
In.
in.
: Top
Bottom
Ft-
in-
in,
10. SANDIGRAVEL PACK:
Depth
Size
Material
: Top 10.0
Bottom 22.0
Ft.
20-40
FINE SILICA SAND
Top
Bottom
Ft.
: Top
Bottom
Ft.
11- DRILLING LOG
Top Bottom
0.0 1 4.0
4.0 1 9.0
9-0 1 22.0
12. REMARKS:
Formation Description
BLACK SILTY CLAY
TAN SILTY CLAY
PARTIALLY WEATHERED ROCK
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRLICTE D IN ACCORDANCE W1TK
,,-ti 5r3K2C, WELL CONSTRUCTiON STANDARDS, AND THAT A COPY OF THIS
RC HAS SEEN PROVIDED TO L OWNER.
04/27/11
SIGNATURE F CEF�TiFIED WELL CONTF:A TOR DATE
c. WATER LEVEL Below Top of Casing: 16.0 FT. BRIAN THOMAS
{Llse '*' it Above Top of Casing] : PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Farm GW-Ih
Submit Within 30'days of cvmpietion to: Division of Water quality - Inrormattoh Proc*"Ing, Rev. 2109
1617 Mail Service Center, Raleigh, INC 27699-161, Phvne'.(919),807-G300

fd �i STA3rV
�=.
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Departriwal of Environment and Natural Resources- Division of Water Quajity
WELL CONTRACTOR CERTIFICATION €k 2581
1. WELL CONTRACTOR:
BRIAN THOMAS
Weil Contractor (individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE NC 28625
City or Town State Zip Code
70[ 4 872-7686
Area code Phone number
SCANNED
d. TOP OF CASING IS 2.5 FT. Above Land Surface'
'Top of casing lerminated atlor below land surface may require
a variance in accordance with 15A NCAC 2C -011 B.
e. YIELD (gpm): NIA METHOD OF TEST NIA
f. DISINFECTION: Type NIA Amount NIA
g- WATER ZONES (depth):
Tnp Bottom
Top Bottom
Top Bottom
Top Bottom
Top Bottom
Top Bottom
2. WELL INFORMATION: : 7. CASING: Depth Diameter
WELL CONSTRUCTION PERMIT# NIA : Top 0.0 Bottom 8-0 Ft. 2 INCH
OTHER ASSOCIATED PERMITA(ifapplicaue) : Top Bottom Ft.
SITE WELL ID #CeappilreWe) EBMW-31 : Top Bottom Ft.
Thicknessr
Weight Material
SCH 40 PVC
3. WELL USE (Check One Box) Monitoring 5( MunicipattPublic ❑ : B. GROUT: Depth Material Method
IndustriallCommerciai ❑ Agricultural ❑ Recovery ❑ Injection ❑ Top 0.0 Bottom 3-0 FL PORTLP06f"TwTE SLURRY
IrTigation❑ Other,::) (list usel Top Bottom Ft.
DATE DRILLED 041151i 1 : Top Bottom Ft.
4. WELL LOCATION:
104 FABRIC LANE 28621
(Street Narna, Numbers, Community, SVb<jlvision, Lot No-, Parml, Zip Code)
CITY: ELKIN COUNTY SURRY
TOPOGRAPHIC 1 LAND SETTING: (check appropriate box)
❑Slope QVellev ❑Flat ❑Ridge ❑Other
LATITUDE _°`' " DMS OR DD
LONGITUDE ' DMS OR DD
Latitudellongitude source: MPS Qfopographic map
(location of well must be shown on a USG5 topo map andattached to
this form if not using GPS)
5. FACILITY (Name Wthe business where the well is located.)
CMI - WWTP
NIA
Facility Name
Facility D# (if applicable)
104 FABRIC LANE
Street Address
ELKIN
NC
2B621
City or Town
State
Zip Code
CMi IN
Contact Name
4399 CORPORATE RA
Mailing Address
CHASLESTON
SC
2945
_
City or Town
_
State
Zip Code
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH; 18.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO IGV
: 9. SCREEN:
Depth
Diameter
Top 8,0
Botforn 18.0
Ft. 2.0 in.
Top
Bottom
Ft. in.
Tap
Bottom
Ft. in.
10. SANDIGRAVEL PACK:
Depth
Size
Top 6.0
Bottom 18.0
Ft. 20-40
Top
Bottom
Ft.
Top
Bottom
Fl.
11- DRILLING LOG
Top
0.0
4.0
1
1
Bottom
4.0
13.0
13.0
1
1&0
I
I
1
1
1
I
1
Slot Size Material
.010 in. PVC
tn.
in.
Material
FINE SILICA SAND
Formation Description
BLACK SILTY CLAY
TAN SILTY CLAY
PARTIALLY WEATHERED ROCK
12. REMARKS:
BENTONITE �jEAL FROM 3.0 TO 6 0 FEET
I Od HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED 10ACCORDANCE WITH
VHELL CONSTRUCTION STANWDS, AND THAT A COPY OF THIS
rpplq BEEN PROVIDED TO THE ER.
^ _.� 04/27111
SIGNATLIRc D RTlrED WEEL COP) DATE
C. WATER LEVEL Below Top of Casing: 13.0 FT. BRIAN THOMAS
(Use'+" if Above Top of Casing] : PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Form GW-1a
sdIatnitwitfiin 34 days ietion to: i]ivision.of Water• uali InForrnation:Pracessing,
1Y ' Rev. 2ra9
ql4 C 27699.151, PhonO =

-esr Swtp
ff �
i. WELL CONTRACTOR:
BRIAN THOMAS
NONRESIDENTIAL WELL CONSi•RUMON RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quali:7
WELL CONTIRACFOR CERTIFICA'I'IOiN # 2581
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE NC 28625
City or Town Slate Zip Code
70� 4 a 872-7686
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT* NIA
OTHER ASSOCIATED PERMITS(if applicable)
SITE WELL lD #{f appl;cabIa) EBMW-32
3. WELL USE (Check One Box) Monitoring d Municipal/Public C7
IndustriallCommercial ❑ Agricaiitural ❑ Recovery p Injection ❑
Irrigation❑ Other L} (list use)
DATE DRILLED 04115M 1
4. WELL LOCATION:
104 FABRIC LANE 28621
(Street Name, Numbers, Commurvty, Subdivision, Lot No. Parcel, Zip Code)
CITY: ELKIN COUNTY SURRY
TOPOGRAPHIC 1 LAND SETTING: (check aparopnate box)
ZlSlope ❑Valley 0Flat ❑Ridge CjOther
LATITUDE �'� ' DMS OR DID
LONGITUDE �' ` DMS OR DD
Lalitudefloogitude source: [BPS UopographiC map
(location of welt must be shown on a USGS tope map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where Itw well is located.}
CM - WIN P
NIA
Facility Name
Facility )D* (if
applicable)
104 FABRIC LAN
Street Address
ELKIN
NC
28621
City or Town
State
Zip Cade
CMI INC
Contact Name
4399 CORPORATE ROAD
Mailing Address
_
CHARLESTON
SC
2940
City or Town
State
Zip Code
Area code Phone number
d. TOP OF CASING IS 2.5 FT. Above Land Surface'
'Top of casing terminated atlor below land surface may require
a variance in accordance with 15A NCAC 2C .011S.
e. YIELD (gpm): NIA METHOD OF TEST NIA
f. DJSINFECTION:Type NIAAmount NIA
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thlcicriv%si
7, CASING: Depth Diameter Weight Material
Top 0.0 Bottom_ 10.0 FL 2 INCH SCH 40 PVC
Top Bottom Ft.
Top Bottom Ft.
6. GROUT: Depth Material Method
Top 0.0 Bottom 5.0 Ft, ten- l o -%TON- SLURRY
Tap Bottom Ft,
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 10.0 Bottom 20.0 Ft. 2,0 In. 010 in, PVC
: Top Bottom Ft. In. _ in.
Top Bottom Ft. in. in.
10. SANDIGRAVEL PACK:
Depth size
Top 8,0 Bottom 20.0 Ft. 20-40
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top
Bottom
0.0
1
4.0
4.0
i
11.0
11.0
1
20.0
1
1
1
1
1
12. REMARKS:
—BLNTONITE,^1,EAL FF _
Material
FINE SILICA SAND
Formation Descriplion
81ACK SILTY CLAY
TAN SILTY CLAY
PARTIALLY WEATHERED ROCK
6. WELL DETAILS: ' I p0 H E R EBY CE RTI FY THAT THIS WELL WAS CONSTRLICTE4fNACCORDANCE WITH
2C. WELL CON57RL1CT1pN ST ROS, ANp THAT A COPY OF THIS
a, TOTAL DEPTH: 20.0 FEET 5 Bpi �PROVIOEO TO F L pWNER.
�.,r ate,_ 04/27/11
b. DOES WELL REPLACE EXISTING WELL? YE5{7 NOW : SIGNATURE dFCERTIFiEQ WELL CONTRAC QR DATE
c. WATER LEVEL Below Top of Casing: 14.0 FT. BRIAN THOMAS
(Use'+" if Above Top of Casing) 'PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of comp Ietion to: Division of Water Quality tnfarrnatfon Pracvsvn Form GW-1b
Y P ". , 9 Rev. 2109
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : (919) B07-6300

NCDENR - Remedial Construction Completion Report
MACTEC Project 6628-08-4691
July 20, 2011
NOMCDOOV IO97
APPENDIX C
GROUNDWATER SAMPLING DATA SHEETS FOR PRE -INJECTION SAMPLING

AVMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSHEET
MACTEC PROJECT NUMBER 6228-08-4691_ MONITORING WELL NUMBER EBMW-5
SITE NAME CM] WWTP DATE 51I6111 TIME OF SAMPLE
FIELD PERSONNEL Mike Flanik WEATHER CONDITIONS
TOTAL WELL DEPTH (TWD) FT. (measured 1 well tag I drillers log -- circle one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH TOC
DEPTH TO GROUNDWATER (I>GW) IZ50
LENGTH OF WATER COLUMN (LWC) = TWD — DGW —
CASING DIAMETER IN.
ONE STANDING WELL VOLUME = gal,
(NOTE %:" = 0.0102G/Fi': %" = 0.023 GIFT. 1 "= 0.041 G/FT: 2" = 0.163 GIFT: 4" = 0.653 G/FT: 6" = 1.46 GIFT)
THREE STANDING WELL VOLUMES = FIVE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION: BAILER 1 PUMP I OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED:
WELL TYPE: FLUSH MOUNT I ABOVE GRADE
LOCKING CAP YES X NO
PROTECTIVE POST/ABUTMENT
NONPOTABLE LABEL
GAL.
YES NO X
YES X NO
ID PLATE YES X NO
WELL INTEGRITY SATISFACTORY YES X NO
WELL YIELD LOW MODERATE HIGH
COMMENTS In-wcll ter readin s
Time
Volume
PH
Cond.
(A/cm)
Turbidity
(NTU)
Dis.O=
(mglL)
Ternp
CC)
OR.P
(Mv)
Notes
`--
6.48
0.943
5.4
4.36
14.32
-18
Horiba U-22

JVMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSIIEET
MACTEC PROJECT NUMBER 6228-08-069I MONITORING WELL NUMBER EBMW-7
SITE NAM>; CMi WWTP DATE 511611 l TIME OF SAMPLE
FIELD PERSONNEL Mike Flanik WEATHER CONDITIONS
TOTAL WELL DEPTH OFWD) FT. (measured f well tag 1 drillers log — ruck one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH TOC
DEPTH TO GROUNDWATER (I?GW) _ 11.76
LENGTH OF WATER COLUMN (LWC) = TWD — DGW —
CASING DIAMETER IN.
ONE STANDING WELL VOLUME= al.
(NOTE `h" = 0.0102GII'T: %" = 0.023 GIFT: 17= 0.041GfFT: 2" = 0.163 GfFT: 4"= 0.653 GIFT: 6" = 1.46 GfFT)
THREE STANDING WELL VOLUMES = FIVE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION: BAILER f PUMP 1 OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED:
WELT, TYPE: FLUSH MOUNT/ ABOVE GRADE
GAL.
LOCKING CAP
YES X
NO
PROTECTIVE POSTIABUTMENT
YES
NO x
NONPOTABLE LABEL
YES X
NO
ID PLATE
YES X NO
WELL INTEGRITY SATISFACTORY
YES X
NO
WELL YIELD LOW MODERATE
HIGH
COMMENTS In -well water quality reading
Time
Volume
PH(1&cm)
Cond.
Turbidity
(NTU)
Dis.02
(mglL)
Temp
CC)
ORP
(mV)
Notes
—
5.12
0.171
463
2.99
13.01
223
Horiba U-22

4VMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSHEET
MACTEC PROJECT NUMBER 6229-084691 _ _ _ MONITORING WELL NUMBER EBMW-8
SITE NAME CMI WWTP DATE 5/16/11 TIME OF SAMPLE
FIELD PERSONNEL Mike Flanik WEATHER CONDITIONS
TOTAL WELL DEPTH (TWD) FT. (measured 1 well tag 1 drillers log — circle one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH TOC
DEPTH TO GROUNDWATER (DGW) 12,56 _
LENGTH OF WATER COLUMN (LWC) = TWD — DGW =
CASING DIAMETER IN.
ONE STANDING WELL VOLUME = gal.
(NOTE 'h" = 0.0102GIFT: 3/+" = 0.023 GIFT: I "= 0.041 GIFT: 2" = 4.163 GIFT: 4" = 0.653 GIFT: 6" = 1.46 GIFT)
THREE STANDING WELL VOLUMES = FIVE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION: BAILER / PUMP I OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED: GAL.
WELL TYPE. FLUSH MOUNT 1 ABOVE GRADE COMMENTS In -well water quality readings
LOCKING CAP YES X NO
PROTECTIVE POST/ABUTMENT
NONPOTABLE LABEL
ID PLATE
WELL INTEGRITY SATISFACTORY
YES NO x
YES X NO
YES X NO
YES X NO
WELL YIELD LOW MODERATE HIGH
Time
Volume
pH
Cond,
(p&cm)
Turbidity
(NTU)
Dis.O2
(mglL)
Temp
(°C)
ORP
(mV)
Notes
--
6.14
0.518
39.3
5.0
13.96
184
Horiba U-22

AMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSHEET
MACTEC PROJECT NUMBER 6228-08A691 _ MONITORING WELL NUMBER EBMW-10
SITENAME CMI WWTP DATE, 511611I TIME OF SAMPLE
FIELD PERSONNEL Mike Flank WEATHER CONDITIONS
TOTAL WELL DEPTH (TWD) FT. (measured 1 well tag 1 drillers log -- circle one)
SCREENED INTERVAL MEASURING POINT FOR DEPTI-I TOC
DEPTH TO GROUNDWATER (DGW) 12.85
LENGTH OF WATER COLUMN (LWC) = TWD — DGW =
CASING DIAMETER IN.
ONE STANDING WELL VOLUME = dal.
(NOTE %z" = 0.0102GIFT: %" = 0.023 GIFT: 1 "= 0.041 GIFT: 2" = 0.163 GIFT: 4" = 0.653 GIFT: 6" = 1 A6 GIFT)
THREE STANDING WELL VOLUMES = FIVE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION: BAILER I PUMP I OTHER: TYPE
TOTAL VOLUME OF WATER REMOVER: GAL.
WELL TYPE: FLUSH MOUNT / ABOVE GRADE COMMENTS , In-well_water_quality readings
LOCKING CAP YES X NO
PROTECTIVE POST/ABUTMENT
NON -POTABLE LABEL
ID PLATE
WELL INTEGRITY SATISFACTORY
YES NO x
YES X NO
YES X NO
YES X NO
WELL. YIELD LOW MODERATE HIGH
Time
Volume
pH
Cond.
(F&cm)
Turbidity
(NTU)
Dis.02
(mW)
Temp
(°C)
ORP
(mV)
Motes
--
6.52
0,322
5.5
4.75
13.79
166
Horiba U-22

AVMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSHEET
MACTEC PROJECT NUMBER 6 -08-4 91 MONITORING WELL NUMBER EBMW-11
SITE NAME CMI WWTP DATE 5116II I TIME OF SAMPLE
FIELD PERSONNEL Mice Flak _ WEATHER CONDITIONS
TOTAL WELL DEPTH (TWD) FT. (measured 1 well tag I drillers log — circle one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH TOC
DEPTH TO GROUNDWATER (DOW) 11,77
LENGTH OF WATER COLUMN (LWC) - TWD- DGW =
CASING DIAMETER
ONE STANDING WELL VOLUME = ��aL
(NOTE''/"= 0.0102GIFT: %: = 0.023 GIFT: 1"= 0.041G/FT: 2" = 0.163 GIFT: 4" = 0.653 GIFT: 6" = 1.46 GIFT)
THREE STANDING WELL VOLUMES = FIVE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION: BAILER 1 PUMP I OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED:
WELL TYPE: FLUSH MOUNT J ABOVE GMQE
LOCKING CAP YES X NO
PROTECTIVE POSTIABU"TMENT
NONPOTABLE LABEL
GAL.
YES NO X
YES X NO
ID PLATE YES X NO
WELL INTEGRITY SATISFACTORY YES _XNO
WELL YIELD LOW MODERATE HIGH
COMMENTS In-w ll water uaI' readings
Time
Volume
pH
Cond.
(01cm)
Turbidity
(NTLJ)
Dis.O1
(mWL)
Temp
(°C)
DRP I
(mV)
Notes
--
6.04
0.101
62.6
4.72
13.33
220
Horiba U-22

4VMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSHEET
MACTEC PROJECT NUMBER 6228-084691 MONITORING WELL NUMBER EBMW-12
SITE NAME CID WWTP DATE 5I16111 TIME OF SAMPLE
FIELD PERSONNEL Mike Flanik WEATHER CONDTFIONS
TOTAL WELL DEPTH (TWD) I T. (measured I well tag 1 drillers log — circle one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH TOC
DEPTH TO GROUNDWATER (DGW) 18.73
LENGTH OF WATER COLUMN (LWC) = TWD — DGW =
CASING DIAMETER IN.
ONE STANDING WELL VOLUME = at.
(NO'T'E'/2" = 0.0102G/FT: Ye" = 0.023 GIFT: 1"= 0.041GIFT: 2" = 0.163 GIFT: 4" = 0.653 GIFT: 6" = 1.46 GIFT)
THREE STANDING WELL VOLUMES =
FIVE STANDING WELL VOLUMES =
METHOD OF WELL, EVACUATION: BAILER 1 PUMP / OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED: GAL,
WELL TYPE: FLUSH MOUNT 1 ABOVE GRADE
LOCKING CAP YES X NO
PROTECTIVE POST/ABUTMENT YES NO X
NONPOTABLE LABEL
ID PLATE
YES X NO
YES X NO
WELL INTEGRITY SATISFACTORY YES X NO
WELL YIELD LOW MODERATE HIGH
COMMENTS In -well water quality readin s
Time
Volume
PH
Cond.
(pSJcm)
Turbidity
(NTU)
Dis. Us
(mg/L)
Temp
(°C)
ORP
(rnY)
Notes
--
5.22
0.357
17.9
3.86
14.83
233
Horiba U-22

4VMACTEC
MACTEC ENGHgEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSHEET
MACTEC PROJECT NUMBER 6228-OSA691 MONITORING WELL NUMBER �HM -13
SITE NAME CMI WWTP DATE 5116111 TIME OF SAMPLE
FIELD PERSONNEL Mike Flank WEATHER CONDITIONS
TOTAL WELL DEPTH (TWD) FT. (measured 1 well tag 1 drillers lag — circle one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH. TOC
DEPTH TO GROUNDWATER (DGW) 16.8
LENGTH OF WATER COLUMN (LWC) = TWD — DGW =
CASING DIAMETER IN.
ONE STANDING WELL VOLUME = gal.
(NOTE 14" = 0.0 IO2GIFT: %" = 0.023 G1FF: I"= 0.041 GIFT: 2" = 0.163 GIFT: 4" � 0.653 GIFT: 6" = 1.46 GIFT)
THREE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION
FIVE STANDING WELL VOLUMES =
BAILER I PUMP I OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED:
GAL,
WELL TYPE: FLUSH MOUNT 1 ABOVE GRADE COMMENTS In -well water quality readings
LOCKING CAP YES X NO
PROTECTIVE POST/ABUTMENT
NONPOTABLE LA13EL
ID PLATE
YES NO X
YES X NO
-
YES X NO
WELL INTEGRITY SATISFACTORY YES X NO
WELL YIELD LOW MODERATE HIGH
Time
Volume
pH
Coed.
Turbidity
(NTU)
Dis. ❑t
(mg/L)
Temp
(C)
ORP
(mV)
Notes40cm)
`--past
No measurements.
Horiba cannot get
10' in well

AMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSHEET
MACTEC PROJECT NUMBER 6228 S-4 91 MONITORING WELL NUMBER EBMW-14
SITENAME QbM WWTP DATE 5116111 TIME OF SAMPLE
FIELD PERSONNEL Mike F aWk WEATHER CONDITIONS
TOTAL WELL DEPTH MVD) FT. (measured / well tag 1 drillers log — circle one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH TOC
DEPTH TO GROUNDWATER (DGW) i 14.67 - --
LENGTH OF WATER COLUMN (LWC) = TWD — DGW =
CASING DIAMETER
ONE STANDING WELL VOLUME = dal.
(NOTE h" = 0.0102G/FT: N" = 0.023 GIFT: 1 "= 0.041 GIFT: 2" = 0.163 G/FT: 4" = 0.653 GIFT: 6" - i .46 GIFT)
THREE STANDING WELL VOLUMES = FIVE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION: BAILER 1 PUMP 1 OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED: GAL.
WELL TYPE: FLUSH MOUNT 1 ABOVE GRADE
LOCKING CAP
YES
X
NO
PROTECTIVE POSTIABUTMENT
YES
NO X
NONPOTABLE LABEL
YES
X
NO
ID PLATE
YES
X
NO
WELL INTEGRITY SATISFACTORY
YES
X
NO
WELL YIELD LOW MODERATE
HIGH
COMMENTS In -well water quality readings
Time
Volume
PH
Cond.
(µSlcm)
Turbidity
(NTU)
Dis.O1
(mg/L)
Temp
(°C)
ORP
(MV)
Notes
`--
4.69
0.439
8.8
5.57
12.70
287
Horiba U-22

AVMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSHEET
MACTEC PROJECT NUMBER 622808A691 _ MONITORING WELL NUMBER EBMW-15
SITE NAME CMI WWTP DATE Il 1 1 TIME OF SAMPLE
FIELD PERSONNEL Mike Flanik WEATHER CONDITIONS
TOTAL WELL DEPTH CTWD) FE (measured 1 well tag 1 drillers fog — circle one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH TOC ' Y
DEPTH TO GROUNDWATER (DGW) 14.15
LENGTH OF WATER COLUMN (LWC) = TWD — DGW =
CASING DIAMETER IN.
ONE STANDING WELL VOLUME _ dal.
(NOTE %," = 0.0102GIFT: X" = 0.023 G/FT: 1 "= 0.041 GIFT: 2" = 0.163 GIFT: 4" = 0.653 GIFT: 6" = 1 A6 G/FT)
THREE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION:
FIVE STANDING WELL VOLUMES =
BAILER 1 PUMP 1 OTHER:
TOTAL VOLUME OF WATER REMOVED:
WELL TYPE: FLUSH MOUNT 1 ABOVE GRADE
LOCKING CAP YES X NO
PROTECTIVE POSTIABUTMENI
NONPOTABLE LABEL
ID PLATE
GAL.
YES NO x
YES X NO
YES X NO
WELL INTEGRITY SATISFACTORY YES X NO
WELL YIELD LOW MODERATE HIGH
TYPE
COMMENTS In -well water quality readings
Time
Volume
PR
Cond.
(µ51cm)
Turbidity
(NTU)
Dis.O2
(mg/L)
Temp
CC)
ORP
(mV)
Notes
—
5.84
0.224
15.5
2.88
14.26
216

4VMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORK.SHEET
MACTEC PROJECT NUMBER 622MB-4691 MONITORING WELL NUMBER EBMW-! 6 T
SITE NAME _ CMI WW`TP DATE_ 511611 l TIME OF SAMPLE
FIELD PERSONNEL Mile Fla ik _ WEATHER CONDITIONS
TOTAL WELL DEPTH (TWD) _-_Tr. (measured / well tag 1 driflers log — circle one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH TOC
DEPTH TO GROUNDWATER (DGW) 12.35
LENGTH OF WATER COLUMN (LWQ = TWD — DGW =
CASING DIAMETER IN.
ONE STANDING WELL VOLUME = dal.
(NOTE 'W' = 0.0 I42G/FT: 1/4" = 0.023 GIFT: 1 "= O.D4 I G/FT: 2" = 0.163 G/Fi": 4" = 0.653 GIFT: 6" = 1.46 G/F I")
THREE STANDING WET I. VOLUMES =
FIVE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION: BAILER 1 PUMP / OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED: GAL.
WELL TYPE: FLUSH MOUNT I ABOVE GRADE COMMENTS In --well water quality readings
LOCKING CAP YES X NO
PROTECTIVE POST/ABUTMENT
NONPOTABLE LABEL
YES NO x
YES X NO
ID PLATE YES X NO
WELL INTEGRITY SATISFACTORY YES X NO
WELL YIELD LOW MODERATE HIGH
Time
Volume
PA
Cond.
(Pglcm)
Turbidity
(NTU)
Dis.O2
(mg/L)
Temp
CC)
ORP
(mom
Notes
`—
4.83
0.113
204
3.29
14.12
261
Horiba U-22

AVMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSHEET
MACTEC PROJECT NUMBER 6228-08A691 MONITORING WELL NUMBER EBMW-18
SITE NAME CMI WWTP DATE 5/16/11 TIME OF SAMPLE
FIELD PERSONNEL Mike Flanik WEATHER CONDITIONS
TOTAL WELL DEPTH (TWD) FT. (measured I well tag I drillers log — circle one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH TOC
DEPTH TO GROUNDWATER (DGW) 11.97
LENGTH OF WATER COLUMN (LWC) = TWD — DGW =
CASING DIAMETER IN.
ONE STANDING WELL VOLUME = _gal.
(NOTE '/a" = 0.0102GIFT: '/," = 0.023 GIFT: 1 "= 0.041 GIFT: 2" _ 0.163 GIFT: 4" = 0.653 GIFT: 6" = 1.46 GIFT)
THREE STANDING WELL VOLUMES = FTVE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION: 13AILER I PUMP I OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED: GAL.
WELL TYPE: FLUSH MOUNT/ ABOVE GRADE
LOCKING CAP YES X NO
PROTECTIVE POST/ABUTMENT YES NO X
NONPOTABLE LABEL YES X NO
ID PLATE YES X NO
WELL INTEGRITY SATISFACTORY YES X NO
WELL YIELD LOW MODERATE HIGH
COMMENTS In -well wat uali readin
Time
Volume
PR
Cond.
(µ.Slcm)
Turbidity
(NTU)
Dis. Ux
(mglL)
Temp
CC)
ORP
(mom
Notes
--
6.83
L57
7.8
3.11
14
-11
Hariba U-22

AMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSHEET
MACTEC PROJECT NUMBER 6228-OR-4691 MONITORING WELL NUMBER EBMW-19
SITE NAME ClV1I WWTP DATE 5116111 TIME OF SAMPLE
FIELD PERSONNEL Mike Flanik _ WEATHER CONDITIONS
TOTAL WELL DEPTH (TWD) FT. (measured 1 well tag i drillers log -- circle one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH TOC
DEPTH TO GROUNDWATER (DGW) 18.61
LENGTH OF WATER COLUMN (LWC) = TWD — DGW =
CASING DIAMETER IN.
ONE STANDING WELL VOLUME = a1.
(NOTE %" = 0.0102GIFT: Y44" = 0.023 GIFT: 1 "= 0.041 GIFT: 2" = 0.163 GIFT: 4" = 0.653 GIFT.- 6" = 1.46 GIFT)
THREE STANDING WELL VOLUMES =
FIVE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION: BAILER i PUMP 1 OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED: GAL.
WELL TYPE: FLUSH MOUNT I ABOVE GRADE COMMENTS In -well water quality readings
LOCKING CAP YES X NO
PROTECTIVE POST/ABUTMENT
NONPOTABLE LABEL
ID PLATE
WELL INTEGRITY SATISFACTORY
YES NO X
YES X NO
YES X NO
YES X NO
WELL YIELD LOW MODERATE HIGH
Time
Volume
PH
Cond.
(µSlcm)
Turbidity
(NTM
Dis.Ox
(mg'L)
Temp
CC)
❑RP
(mv)
Notes
--
6.75
0.397
5.4
8.67
15.30
145
Horiba U-22

4VMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSHEET
MACTEC PROJECT NUMBER 6228-08-4691 _ _ MONITORING WELL NUMBER EBMW-21
SITE NAME CMI WWTP DATE 5116I11 TIME OF SAMPLE
FIELD PERSONNEL _ Mike Flani c _- -- WEATHER CONDITIONS
TOTAL WELL DEPTH (I'WD) FT. (measured I well tag I drillers log — circle one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH TOC
DEPTH TO GROUNDWATER (DGW) 15.44
LENGTH OF WATER COLUMN (LWC) = TWD — DGW =
CASING DIAMETER IN.
ONE STANDING WELL VOLUME = dal.
(NOTE %x" = 0.01020/FT: 3A" = 0.023 GIFT: 1 "= 0.041GIFT: 2" = 0.163 G/FT: 4" = 0.653 GIFT: 6" = 1.46 GIFT)
THREE STANDING WELL VOLUMES = FIVE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION: BAILER 1 PUMP I OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED:
GAL.
WELL TYPE: FLUSH MOUNT 1 A13OVE GRADE COMMENTS In -well water quality readings
LOCKING CAP
YES
X
NO
PROTECTIVE POSTIABUTMENT
YES
NO X
NONPOTABLE LABEL
YES
X
NO
IDPLATE
YES
X
NO
WELL INTEGRITY SATISFACTORY
YES
X
NO
WELL. YIELD LOW MODERATE
HIGH
Time
Volume
PH
Cond.
(µ5lcrn)
Turbidity
(NTU)
Dis.O2
(mg/L)
Temp
CC)
ORP
(mV)
Notes
`--
7.27
0.316
5.4
6.79
13.49
129
Horiba U-22

JrMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSHEET
MACI"EC PROJECT NUMBER 6228-084691 MONITORING WELL NUMBER _ EBMW-22
SITENAME CMI WWTP DATE 5116/11 TIME OF SAMPLE
FIELD PERSONNEL Mike Elanik WEATHER CONDITIONS
TOTAL WELL DEPTH (i VD) FT. (measured I well tag 1 drillers log -- circle one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH C
DEPTH TO GROUNDWATER (DGW) 11.24
LENGTH OF WATER COLUMN (LWC) = TWD — DGW =
CASING DIAMETER 1N,
ONE STANDING WELL VOLUME = gal.
(NOTE W' = 0.0102G1FT: 11/."= 0.023 GIFT: 1"= 0.041GIFT: 2" = 0.163 GIFT: 4" = 0.653 GIFT: 6" = 1.46 GIFT)
THREE STANDING WELL VOLUMES = FIVE STANDING WELL VOLUMES
METHOD OF WELL EVACUATION: BAILER I PUMP 1 OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED: GAL.
WELL TYPE: FLUSH MOUNT/ ABOVE QRADE
LOCKING CAP
YES
X
NO
PROTECTIVE POST/ABUTMENT
YES
NO X
NONPOTAB LE LABEL
YES
X
NO
ID PLATE
YES
X
NO
WELL INTEGRITY SATISFACTORY
YES
X
NO
WELL YIELD LOW MODERATE
HIGH
COMMENTS In -well walter.quality readin s
Time
Volume
PH
Land.
01Slcm)
Turbidity
(NTL)
Dis.OZ
(mglL)
Temp
(°C)
ORP
(mV)
Notes
`--
8.33
0.462
5.6
7.41
13.68
-49
Horiba U-22

4VMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSHEET
MACTEC PROJECT NUMBER 6228:Q8-4691 MONITORING WELL NUMBER EBMW-29
SITENAME CMI WWTP DATE 515111 TIME OF SAMPLER 11.00
FIELD PERSONNEL Mike Flanik WEATHER CONDITIONS
TOTAL WELL DEPTH (TWD) 27 40 FT. measured / well tag / drillers log — circIe one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH, -T C
DEPTH TO GROUNDWATER (DGW) 18.48 _ _ _
LENGTH OF WATER COLUMN (LWC) = TWD — DGW = 8,92
CASING DIAMFTER
ONE STANDING WELL VOLUME = _— 1,45 seal.
(NOTE IA" = 0.0102GIFP: N" = 0.023 GIFT: 1" = 0.041GIFT: 2" = 0.163 GIFT: 4" = 0.653 GIFT: 6" = 1.46 GIFT)
THREE STANDING WELL VOLUMES = 4.36 FIVE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION: BAILER 1 PUMP 1 OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED: 4.36 GAL.
WELL TYPE: FLUSH MOUNT 1 ABOVE GRADE
LOCKING CAP YES X NO
PROTECTIVE POST/ABUTMENT
NONPOTABLE LABEL
YES NO x
YES X NO
ID PLATE YES x NO
WELL 1NTEGRi71Y SATISFACTORY YES x NO
WELL YIELD LOW MODERATE x HIGH
COMMENTS
Time
Volume
pH
Cond.
(IiSlcm)
Turbidity
(NTU)
Dis.O1
(m)
(mom)
Temp
f C)
ORP
(jnV)
Notes
1
4.97
0.484
191
5.94
15.22
371
Horiha U-22
2
5.17
0.467
162
4.45
15.13
325
3
5.32
0.459
360
3.86
15.12
283

OMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSHEET
MACTEC PROJECT NUMBER 622MS-4691 MONITORING WELL NUMBER ERMW-30
SITE NAME CMI WWTP DATE 5I5111 TIME OF SAMPLE 11:20
FIELD PERSONNEL Mike Flanik WEATHER CONDITIONS
TOTAL WELL DEPTH (TWD) 25.00 FT. measured I well tag 1 drillers log — circle one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH TOC
DEPTH TO GROUNDWATER (DGW) 2Q,77
LENGTH OF WATER COLUMN (LWC) = TWD — DG W = 4.23
CASING DI.A.METER 2 IN.
ONE STANDING WELL VOLUME _ 0.68 al.
(NOTE '%" = 0.0102G/FT: 'I," = 0.023 GIFT: I 0.041 GIFT: 2" = 0.163 G/FT: 4" = 0.653 GIFT: 6" = 1.46 GIFT)
THREE STANDING WELL VOLUMES = 2.07 FIVE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION: BAILER I PUMP 1 OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED: 2.07 GAL.
WELL TYPE: FLUSH MOUNT 1 ABOVE GRADE
LOCKING CAP YES X NO
PROTECTIVE POST/ABUTMENT YES NO X
NONPOTABLE LABEL YES X NO
ID PLATE YES X NO
WELL INTEGRITY SATISFACTORY YES X NO
WELL YIELD LOW MODERATE X HIGH
16I016TlUVIAZIO
Time
Volume
pH
Cond.
Wcmj
Turbidity
(NM
Dis.O2
(M?)L)
Temp
(CC)
ORP
(MV)
Notes
1
5.87
0.659
564
3.83
14.63
81
Horiba U-22
2
5.85
0.712
674
3.53
14.65
84
3
5.92
0.720
521
3.12
14.68
57

AMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSIIEET
MACTEC PROJECT NUMBER 6228-08-4691 MONITORING WELL NUMBER ERMW-31
SITE NAME _CM WWTP DATE 5I ! 1 TIME OF SAMPLE 11:50
FIELD PERSONNEL Mike Flanik WEATHER CONDTTIONS
TOTAL WELL DEPTH (TWD) 20.13 FT. (�� I well tag I drillers log — circle one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH TOC
DEPTH TO GROUNDWATER (DGW) 14.88
LENGTH OF WATER COLUMN (LWC) = TWD — DGW = 5.25
CASING DIAMETER 2 IN.
ONE STANDING WELL VOLUME = 0.86 eat.
(NOTE `h" = 0.0102GIFT: V4" = 0.023 GIFT: 1"= O.Q4IGIFT: 2" = 0.163 GIFT: 4" = 0.653 GIFT: 6" = 1.46 G/F )
THREE STANDING WELL VOLUMES = 2.57 FIVE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION: BAILER I PUMP I OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED: 2J7 _ __ _ GAL.
WELL TYPE: FLUSH MOUNT I ABOVE GRADE
LOCKING CAP YES X NO
PROTECTIVE POST/ABUTMENT YES NO X
NONPOTABLE LABEL YES X NO
ID PLATE YES X NO
WELL INTEGRITY SATISFACTORY YES X NO
WELL YIELD LOW MODERATE X HIGH
COMMENTS
Time
Volume
pH
Cond.
(µSlcm)
Turbidity
(NTU)
Dis. Di
(mg L)
Temp
OC)
ORP
(mv)
motes
1
5.36
0.242
220
6.04
13.12
196
Horiba U-22
2
4.88
0.215
343
5.66
13.04
234
3
4.66
0.311
420
4.84
13.13
260

4VMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSHEET
MACTEC PROTECT NUMBER 6228-084691 MONITORING WELL NUMBER EBMW-32
SITE NAME WWTP DATE 515/11 TIME OF SAMPLE �12:20
FIELD PERSONNEL Mike FlanA -- WEATHER CONDITIONS
TOTAL WELL DEPTH (TWD) 22.05 FT. measured 1 well tag I drillers log -- circle one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH TOC
DEPTH TO GROUNDWATER (DGW) I4.07
LENGTH OF WATER COLUMN (LWC) = TWD — DGW = 7.98
CASING DIAMETER 2 IN.
ONE STANDING WELL VOLUME = 1.3 gal.
(NOTE!/2" = 0.0102GIFT: Y4" = 0.023 GIFT: I "= 0.041 GIFT: 2" = 0.163 GIFT: 4" = 0.653 GIFT: 6" = 1.46 GIFT)
THREE STANDING WELL VOLUMES = 3.9 FIVE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION: BAILER i PUMP I OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED: 3.9 GAL.
WELL TYPE: FLUSH MOUNT i ABOVE GRADE
LOCKING CAP YES X NO
PROTECTIVE POSTIABUTMENT YES NO X
NONPOTABLE LABEL YES X NO
ID PLATE YES X NO
WELL INTEGRITY SATISFACTORY YES X NO
WELL YIELD LOW MODERATE X HIGH
COMMENTS
Time
Volume
pH
Cond.
(µSlcm)
Turbidity
(NTM
Dis.02
(mglL)
Temp
CC)
ORP
(mV)
Motes
1
4.80
0.389
608
6.13
12.82
298
Horiba U-22
2
4.69
0.480
830
5.12
12.88
313
3
4.69
0.514
---
5.15
12.90
315

4VMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSHEET
MACTEC PROJECT NUMBER 6228-084691 MONITORING WELL NUMBER IW-12+A
SITE NAME CMI WWTP DATE 5116111 TIME OF SAMPLE
FIELD PERSONNEL. Mike Flanik WEATHER CONDITIONS
TOTAL WELL DEPTH (TWD) FT. (measured / well tag 1 drillers log - circle one)
SCREENED INTERVAL MEASURING POW I' FOR DEPTH
DEPTH TO GROUNDWATER (DGW) 17.92
LENGTH OF WATER COLUMN (LWC) = TWD - DGW W
CA -SING DIAMETER LIV.
ONE STANDING WELL VOLUME _ gal.
(NOTE %" = 0.0102GIFT: 3G" = 0.023 G11=T: i"= 0.041GIFT: 2" = 0.163 GIFT: 4" = 0.653 GIFT: 6" = 1.46 GIFT)
THREE STANDING WELL VOLUMES -
FIVE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION: BAILER 1 PUMP 1 OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED: GAL.
WELL TYPE: FLUSH MOUNT/ ABOVE GRADE
LOCKING CAP
PROTECTIVE POST/ABUTMENT
NONPOTABLE LABEL
ID PLATE
WELL 1NTEGRITY SATISFACTORY
COMM[ENTS In -well water quality readings
YES
X
NO
YES
NO x
YES
X
NO
YES
X
NO
YES
X
NO
WELL YIELD LOW _MODERATE HIGH
Time
Volume
PA
Coad.
(01cm)
Turbidity
(NTU)
Dis.O1
(mglL)
Temp
(°C)
ORP
(mV)
Notes
`--
5.72
0.423
8.5
3.41
15.33
93
Horiba U-22

A MACTEC
N ACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSHEET
MACTEC PROJECT NUMBER 6228&8-4691 MONITORING WELL NUMBER IW-14+
SITE NAME CMI WWTP DATE 511 fill 1 TIME OF SAMPLE
FIELD PERSONNEL Mike Flanik WEATHER CONDITIONS
TOTAL WELL DEPTH 9WD) FT. (measured i well tag I drillers log — circle one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH TOC
DEPTH TO GROUNDWATER (DGW) 15.01
LENGTH OF WATER COLUMN (LWC) = TWD — DGW =
CASING DIAMETER IN.
ONE STANDING WELL VOLUME = al.
(NOTE h" = 0.0102GIFT: N" = 0.023 GIFT: 1"= 0.041GIFT: 2" = 0.163 GIFT: 4" = 0.653 GIFT: 6" = 1.46 GIFT)
THREE STANDING WELL VOLUMES =
FIVE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION: SAILER I PUMP I OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED: GAL.
WELL TYPE: FLUSH MOUNT I ABOVE GRADE COMMENTS In -well water quality readings
LACKING CAP YES X NO
PROTECTIVE POST/ABUTMENT YES NO x
NONPOTA13LE LABEL YES --ANO
iD PLATE YES X NO
WELL INTEGRITY SATISFACTORY YES X NO
WELL YIELD LOW MODERATE HIGH
Time
Volume
pR
Cond.
(µSlcm)
Turbidity
(NTU)
Dis.O1
(m1;fL)
Temp
CC)
ORP
(mV)
Notes
`-
6.77
2.17
6.1
3.76
14.15
101
Horiba U-22

AVMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSHEET
MACTEC PROJECT NUMBER 2 -08-4 91 MONITORING WELL NUMBER FAMW-1
SITE NAME CMI WWTP DATE 511611 i TIME OF SAMPLE
FIELD PERSONNEL Mik-HoA __ WEATHER CONDITIONS
TOTAL WELL DEPTH (TWD) FT. (measured 1 well tag 1 drillers log — circle one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH TOC
DEPTH TO GROUNDWATER (DGW) 14,29
LENGTH OF WATER COLUMN (LWC) = TWD—DGW =
CASING DIAMETER IN.
ONE STANDING WELL. VOLUME _ dal.
(NOTE 'li" = 0.0102GIFT: 'I." = 0.023 GIFT: 1 "= 0.041 GIFT: 2" = 0.163 GIFT: 4" = 0.653 GIFT: 6" = 1.46 GIFT)
THREE STANDING WELL VOLUMES =
FIVE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION: BAILER / PUMP 1 OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED: GAL.
WELL TYPE: FI..USH MOUNT / ABOVE GRAPE COMMENTS In -well water quality readines
LOCKING CAP YES X NO
PROTECTIVE POST/ABUTMENT
NONPOTABLE LABEL
YES NO X
YES X NO
ID PLATE YES X NO
WELL INTEGRITY SATISFACTORY YES X NO
WELL YIELD LOW MODERATE HIGH
Time
Volume
PA
Cond.
(0/cm)
Turbidity
(NTU)
DIs.O2
(m91L)
Temp
CC)
ORP
(mV)
Notes
—
5.77
0.156
535
6.67
14.37
207
Horiba U-22

4rMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSHEET
MACTEC PROJECT NUMBER 6228-08A691 MONITORING WELL NUMBER EBMW-10
SITE NAME WWTP DATE 411VI I TIME OF SAMPLE 15:00
FIELD PERSONNEL Mike Flanik WEATHER CONDITIONS
TOTAL WELL DEPTH FWD) 55.34 FT.(measured / well tag / drillers log — circle one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH TOC
DEPTH TO GROUNDWATER (DGW) 12.14
LENGTH OF WATER COLUMN (LWC) = TWD — DGW = 43.20
CASING DIAMETER 2 IN.
ONE STANDING WELL VOLUME = 28.2 gal.
(NOTE 'IN' = 0.0102GIFT: '/." � 0.023 G/F T: I"= 0.04I GIFT: 2" - 0.163 GIFT: 4" - 0.653 GIFT: 6" = 1.46 GIFT)
THREE STANDING WELL VOLUMES = 84.6 FIVE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION: BAILER/ PUMP 1 OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED: 28.2 GAL.
WELL TYPE: FLUSH MOUNT/ ABOVE GRADE
LOCKING CAP YES X NO
PROTECTIVE POST/ABUTMENT YES NO X
NONPOTABLE LABEL YES —,X—NO
I D PLATE YES X NO
WELL INTEGRITY SATISFACTORY YES X NO
WELL YIELD LOW MODERATE X HIGH
COMMENTS
Time
Volume
PH
Cand•
(µStem)
Turbidity
(NTU)
Dis.02
(mg/L)
Temp
cc)
OItP
(mV)
Notes
0.33
7.36
0.302
44.4
3.72
15.17
64
0.66
7.22
0.278
48.4
2.69
14.36
69
l
7.11
0.281
48.7
3.10
14.30
71

4tMACTEC
MACTEC ENGINEERING AND CONSULTING, INC.
MONITORING WELL SAMPLING FIELD DATA WORKSHEET
MACTEC PROJECT NUMBER 6228-08-4691 MONITORING WELL NUMBER EBMW-k 8
SITE NAME CMI WWTP DATE 4118111 TIME OF SAMPLE 14:00
FIELD PERSONNEL Mike Flani.k WEATHER CONDITIONS
TOTAL WELL DEPTH (TWD) 79.7 FT.(measured / well tag/drillers log— circle one)
SCREENED INTERVAL MEASURING POINT FOR DEPTH TOC
DEPTH TO GROUNDWATER (DGW) 11.43
LENGTH OF WATER COLUMN (LWC) = TWD — DG W = 0-27
CASING DIAMETER 2 IN.
ONE STANDING WELL VOLUME = 11.12 pal.
(NOTE 'h" = 0.0102GIFT: %" = 0.023 GIFT: I "= 0.041 GIFT: 2" = 0.163 GIFT: 4" = 0.653 GIFT: 6" � 1.46 G/FI)
THREE STANDING WELL VOLUMES = 33.36 FIVE STANDING WELL VOLUMES =
METHOD OF WELL EVACUATION: BAILER / PUMP / OTHER: TYPE
TOTAL VOLUME OF WATER REMOVED: 33.5 GAL,
WELL TYPE: FLUSH MOUNT/ ABOVE GRADE
LOCKING CAP
PROTECTIVE POST/ABUTMENT
NONPOTABLE LABEL
1D PLATE
YES X NO
YES NO X
YES X NO
YES X NO
WELL INTEGRITY SATISFACTORY YES X NO
WELL YIELD LOW MODERATE X HIGH
COMMENTS
Time
Volume
pH
Cond.
(NS/cm)
Turbidity
(NTU)
Dis. Uz
(mglL)
Temp
CC)
ORP
(mV)
Motes
1
6.46
1.39
16.4
1.14
16.66
257
2
7.07
1.54
27.9
0.69
16.55
-165
3
7.07
1.59
31.5
0.68
16.34
-71

NCDENR — Remedial Construction Complelion Report July 20, 2011
MRCTEC Project 6628-08-4691 NOMCDO001092
APPENDIX D
LABORATORY REPORT - PRE -INJECTION GROUNDWATER SAMPLES

ace Analyfical9
+vww.pacdsas.cam
April 26, 2011
Mr, Mark Filardi
Mactec Charlotte
2801 Yorkmont Road
Charlotte, NC 28208
Pace Analytical Services, Inc.
205 Eas! Meadow Road - Suil9A
Eden, NC 27288
(336)W-a921
RE: Project: CMI WWTP
Pace Project No.: 929225C
Pace Analytical Services, Inc.
2225 Riverside Or.
Ashev die. NC 288n4
[phone]
Pace Analytical Services, Inc,
9800 Kincey Ave. Suite 1 N
Huntarsvile, NC 28078
(704)875,9092
Reviewed by
MPF 715111
Dear Mr. Filardi:
Enclosed are the analytical results for sample(s) received by the laboratory on April 18, 2011, 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.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
The samples were received outside of required temperature range. Analysis was completed upon
client approval.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
�r
r
Kevin Godwin
kevin.godwin@pac,elabs.com
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in Full,
without the written consent of Paco Analytical Services. Inc..
L. if
Page 1 of 15

_ aceAna",ol
wwvraaradabam"
Project: CMI WWTP
Pace Project No.: 9292250
Pace Analytical Services, Inc.
205 East Meadow Road - SuIla A
Eden, NC 27288
Charlotte Certification fDs
9800 Kincey Ave. Ste t00, Huntersville, NC 28078
LouisianalLEI-AP Certification #: W34
New Jersey Certification #: NCO12
North Carolina ❑rinking Water Certification # 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #. 12
Pennsylvania Certificalion #' 6a-007a4
South Carolina Certification #: 99006W1
Asheville Certification IOs
2225 Riverside Or., Asheville, NC 28804
Connecticut Certificalion #: PH-0106
Flarida/NELAP Certification #: E87648
Massachusetts Certification #: M•NCO30
New Jersey Certification #: NC011
North Carolina Bioassay Certification #: 9
Nnrth Cnrnfina 0rink Inc Water Certification #; 37712
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 26804
CERTIFICATIONS
[phone]
South Carolina Drinking water Celt. #-. 99ON003
Virginia Certification #: 00213
Connecticut Certification #: PH-0104
FloNatNELAP Certification #: E87627
Kentucky LIST Certificalion #: 84
Louisiana DHH Drinking Water # LA 100031
West Virginia Gertiflcatic n #: 357
North Carolina Wastewater Certification #: 40
Pennsylvania Certification #: 68-03578
South Carolina Bioassay Certification #: 99030002
South Carolina Certification #: 99030001
Virginia Certification #: OW72
West Virginia Certification #: 356
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
wi hout the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc,
98M Kincey Ave. Sulle 100
Huntersville, NC 2807E
[phone]
Page 2 of 15

aceAnalj&calr
n Pdowsbs.mm
Project: Choi WWTP
Pace Project No.: 9292250
Lab 10 Sample I❑
9292250001 ESIAW-18
9292250002 EBMW-10
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 272M
(336)G23-8921
9292250003 DEVELOPMENT WATER 91
Pace Analytical Services, Inc.
2225 Rtversrde Or-
Ashe nlie, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Method
EPA 6010
EPA 7470
EPA 6010
EPA 7470
EPA6010
EPA 7470
EPA 8260
REPORT OF LABORATORY ANALYSIS
This report shall not W reproduced, except In full,
Wiithcut the written consent of Pa ce A natytical Services, Inc.-
..
Pace Analytical Services, Inc.
9600 Kincey Ave. Suite 100
Huntersville, NC 28076
(704)B75.9092
Analytes
Analysts Reported Laboratory
JMW
7
PASI-A
SHB
1
PASI-A
JMW
7
PASI-A
SHB
1
PASI-A
JMW
7
PASi-A
SHE
i
PASi-A
MCK
63
PASI-C
Page 3 of 15

aC6malXicals
>tiww.pea94bs cnm
Project: Civil WWTP
Pace Project No.- 929225D
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden. NC 27286
[phone]
Pace Analyticat Services, Inc,
2225 Riverside Or.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9 800 Kn cey Ave. Suite 100
Huntersv+Ile, NC 25078
(704)876_a092
Sample: EBMW-18 Lab ID: 9292250001 Collected: 0411&11 14:00 Received. 0411&11 16A7 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Dual
6010 MET ICP Analytical Method: EPA 6010 Preparation Method: EPA 3010
Arsenic
ND uglL
5.0
1
04/22/11 13:15
04/25111 21:00
7440-38-2
Barium
67.0 uglL
5.0
1
04/22111 13:15
04/25/11 21:00
7440-39-3
Cadmium
NO uglL
1.0
1
04/22111 13:15
M25111 21:00
7440-43-9
Chromium
10.5 uglL
5.0
1
04r22111 1315
04125/11 21:00
7440-47-3
Lead
ND ug1L
5.0
1
04/22/11 13.15
04/25111 21:00
7439-92-1
Selenium
ND uglL
10.0
1
04/22/11 13:15
0412511121:00
7782-49-2
Silver
9.6 ugiL
5.0
1
04/22/11 1315
04/25111 21:00
7440-22-4
7470 Mercury
Analytical Method: EPA7470
Preparation Method: EPA7470
Mercury
NO uglL
0.20
1
04/21111 10:30
04/21/11 1523
7439-97.6
Sample: EBMW-10 Lab ID: 9292250002 Collected: 04118/11 15.00 Received: 04/18/11 16:47 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
NO ug1L
5.0
1
04122/11 13:15
04/25/11 21:06
7440-38-2
Barium
31.6 ug1
5.0
1
04122/11 13:15
0412"1 21:06
7440-39-3
Cadmium
NO ug1L
1.0
1
04122/11 13:15
04/25/11 21:06
7440.43-9
Chromium.
ND ul;&
5.0
1
04/22/11 13:15
0412601 21:06
7440-47-3
Lead
NO ug1L
5.0
1
04/22111 13:15
04/25111 21:06
7439-92-1
Selenium
NO ugyL
10.0
1
C4122111 1315
04/25/11 21:06
7782-49-2
Silver
NO ug1L
5.0
1
04122/11 13.15
0412511121:06
7440-22.4
7470 Mercury
Analytical Method. EPA 7470
Preparation Method: EPA 7470
Mercury
NO uglL
0.20
1
04/21/11 10:30
(4121111 15:26
7439-97-6
Sample: DEVELOPMENT WATER #1 Lap ID: 9292250003 Collected: 04/18111 15:15 Received: 04/18111 16:47 Matrix: Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
$010 MET ICP Analytical Method: EPA6010 Preparation Method: EPA3010
Arsenic
ND ug11
5.0
1
04/22111 13:15
4W25111 17;52
7440-38-2
Barium
386 uglL
5,0
1
04122J11 13:15
04/25/11 17:52
7440-39.3
Cadmium
ND uglL
1-0
1
04122/11 13:15
04125/11 17:52
7440-43-9
Chromium
26.4 uglL
5.0
1
041M1 1315
0412501 17:52
7440-47-3
Lead
35.2 ug1L
5.0
1
04/22/11 13:15
04125/11 17:52
7439-92-1
Selenium
ND uglL
10.0
1
04QW11 13:15
04/25111 17:52
7782.49-2
Silver
ND uglL
5.0
1
04/22/11 13:15
04/25/11 17:52
7440-22-4
7470 Mercury
Analytical Method: EPA 7470 Preparation Method: EPA 7470
Mercury
NO uglL
0.20
1
04/21/11 10:30
W21111 15:28
7439-97-6
Date: 04/26/2011 04:23 PM REPORT OF LABORATORY ANALYSIS Page 4 of 15
This report shall not he reproduced, except in lull,
without the written consent of Pace Analytical Services, Inc..
1 �CidC

aceAnalytical"
w.rw.�eebs.cm+
Pace Anaiytltal Services, Inc.
Z05 East U.Meacow Row - Suite A
Eden, NC 272U
[phone]
Pace Analytical Services, inc.
2225 Rivem4e Dr.
Asheville, NC 288N
ANALYTICAL RESULTS
[phone]
Pace Analytical Services, Inc.
98DO t4nc4ay Ave. Suite 100
Huntersville, NC 28078
(704 W5-9092
Project: CMI WWTP
Pace Proiect No. 9292250
Sample: DEVELOPMENT WATER #1
Lab Id: 9292250003 Collected: M18/11 15:15 Received:
04118111 16:47 Matrix: Water
Parameters
Results Units
Report Limit
DF Prepared
Analyzed
CAS No. Quaff
8260 MSV Low Level
Analytical Method: EPA 8260
Acelone
NO uglL
25.0
1
04122/11 17:35
67-64-1
Benzene
NO ug1L
1.0
1
04/22/11 17:35
71-43-2
Bromicibenzena
NO uglL
1.0
1
04122J11 17:35
108-86-1
Bromochloromethane
NO ug1L
1.0
1
04122/11 17:35
74-97-5
Bromodichlofomethane
ND uglL
1.0
1
04J22111 17:35
75-27-4
Bromoform
ND u9k
1.0
1
04/22/11 17:35
75.25-2
Bromomethane
ND ugR
2.0
1
04/22/11 17:35
74-83-9
2-Butamne (MEK)
NO uglL
5.0
1
04/22/11 17:35
78-93-3
Carbon tetrachloride
NO uglL
1.0
1
04/22/11 17:35
56-23-5
Chlorobenzene
NO tKYL
1.0
1
04/22/11 17:35
108-90-7
Chloroethane
37.9 ugA-
1.0
1
04122/11 17:35
75-00-3
Chloroform
6.9 ugR
1.0
1
04/22/11 17:35
67-66-3
Chloromethane
N❑ u91L
1.0
1
04/22111 17.35
74-87-3
2-Chlorotoluerte
NO ugR
1.0
1
04/22/11 17:35
95AM
4-Chbrotoluene
ND uglL
1.0
1
04/22111 17:35
106-43.4
1,2-Dibroma-3-chloropropane
ND ug1L
5.0
1
04122111 17.35
96.12-8
Dlbromochlaromethane
ND ug1L
1.0
1
04/22111 17:35
124-48.1
1,21)ibromoethane (EfDB)
ND uglL
1.0
1
04/22/11 17:35
106-93-4
Dibromomethane
ND uglL
1.0
1
04/22/11 17:35
74-95-3
1,2-Dichiorobenzene
ND ug1L
1.0
1
04/22/11 17:35
95-50-1
1,3-Dichlorobenzene
ND uglL
1.0
1
04/22/11 17:35
541-73-1
1,4-Dichtorobenzene
NO uglL
1.0
1
D4122111 17:35
106-46-7
Dich4orodifVuoromethane
ND ugR
1.0
1
M22/11 17,35
75-71-8
1,1-Dichloroelhane
2550 ugR
200
200
04/23111 21:56
75-34-3
1,2-Dichloroethane
4.1 uglL
1.0
1
04/22/11 17:35
107-06.2
1,1-01chloroetherne
1200 ug1L
200
200
04123/11 21:56
755-35--4
65-1,2-Dichloroethene
ND ug1L
1.0
1
04122/11 17:35
156-59-2
trans-1,2-Dichloroethene
NO uglL
1.0
1
04/22/11 17:35
156-60-5
1,2-Dichicropropane
NO ug1L
1.0
1
04/22/11 17:35
78-87.5
1,3-Dichtoropropane
ND uglL
1.0
1
041221i1 17:35
142-28-9
2,2-Dichloropropane
ND ugR
1.0
1
04/22/11 17:35
594-20-7
1,1-Dichloropropene
ND ug1L
1.0
1
04/22111 17;35
563-58-6
cls-1,3-Dichloroprapene
ND ug1L
1.0
1
04122111 17:35
10061-01-5
trans- 1, 3-Dich lorop rape ne
ND ug1L
10
1
04/22/11 17:35
10061.02-6
Diisopropyl ether
NO ug1L
1.0
1
0W22111 17:35
108-20.3
Ethylbenzene
ND uglL
1.0
1
04/22111 17.35
100-41-4
Hexachlofe-1,3-butadiene
N❑ ug1L
1.0
1
04122Ji1 17:35
87-68-3
2-Hexanone
ND ug1L
5.0
1
04122/11 17:35
591.78-6
p4sopropyltaluene
N❑ ug1L
1.0
1
04122/11 17:35
99-87-6
Methylene Chloride
NO ug1L
2.0
1
04122/11 17:35
75-09-2
4- Meth yl-2-pentanane (MIBK)
ND ug1L
5.0
1
04/22/11 17:35
108-10-1
Methyl -tart -butyl ether
NO ugfL
1.0
1
04122/11 17:35
1634-04-4
Naphthalene
N❑ ug1L
1.0
1
04/22/11 17:35
91-20-3
Styrene
1.3 uWL
1.0
1
04122111 17:35
100-42-5
1.1,1,2-Tetachlorcelhane
ND ug1L
1.0
1
04/22/11 17:35
530-20-6
1.1.2,2-Te1rachloroethane
NO uglL
1.0
1
04/22111 17:35
79-34-5
Tetra chloroe th ene
14.7 ug1L
1.0
1
04/22/11 17:35
127-18-4
Date: 04126/2011 04.23 PM
REPORT OF LABORATORY ANALYSIS
Page 5 of 15
This report shall not
be raproduted, except In Tull.
wiftut the written consent of Pace AnaiyticaI
Services, Inc..
[l_74=•_ ��H

Pace Analytical Services, fne.
Pace Analytical Se"kes, Inc.
Pace Analytical Services, Inc.
accAnalytical
205 Easl Meadow Roa4 - SuAeA
2225 Riverside Df
9NO Kincey Ave. Stile 100
paz%�s�rcnm
Eden, NC 27288
Asheville. NC 288D4
Nunter5vile. NC 26078
(33W23-8921
(B2B)254-7176
f D4)675-9092
ANALYTICAL RESULTS
Pro;ecl Cmi WVVTP
Pace Prcject No.: 9292250
Sample: DEVELOPMENT WATER #1
Lab ID: 92M50003 Collected- 04/18/11 15:15
Received. 04118111 16747 Matrix: Water
Parameters
Results Units
Report Limit
OF
Prepared Analyzed
CAS No. "I
B260 MSV Low Level
Analytical Method: EPA 6260
Toluene
3.8 ugrL
1.0
1
04a2J11 17:35
10B-B8-3
1,2,3-Trichlorohenzene
ND ug1L
1,0
1
04/22/11 17:35
87-61-6
12,4-T&h1orobenzene
ND ug2
1,0
1
04/22/11 17:35
120-82-1
1,1,1-Trichic roethane
14300 ug1L
200
200
04123/11 21:56
71.55-6
1,1,2-Trichloroethane
11.9 uglL
1.0
1
04/22111 17:35
79-04.5
Trichloroethene
4.6 ug1L
1.0
1
04/22/11 17:35
79-01-6
Trichforonuoromethane
NO uglL
1.0
1
D4122111 17:35
75-69-4
1,2,3-Tn&Iompropane
ND ug1L
1,0
1
04/22/11 17:35
96-18-4
Vinyt acetate
NO ugA-
2.0
1
04/22/11 1735
108.054
Vinyl chloride
4.0 uglL
1.0
1
04/22111 17:35
75-01-4
m&p-Xylene
ND uA
2.0
1
04122/11 17:35
179601-23-1
o-Xylene
NO ug1L
1.0
1
04122/11 17:35
95-47-6
4-BramofVuorobenzene (S)
98 °%
70-130
1
04/22/11 17.35
460-00-4
Oibromofluoromethane (S)
104 %
70.130
1
04/22/11 17:35
1668-53-7
1,2-0ichloroelhane-d4 (S)
142 %
70-130
1
04/22/11 17:35
17060-07-0
Toluene -dB (S)
100 %
70-130
1
04122/11 17:35
2037-26.5
Date. 04/2612011 04:23 PM REPORT OF LABORATORY ANALYSIS Page 6 of 15
This reporl shall riot 6e reproduced, except to full,
without the written consent of Pzce Analytical 9arvl er, {nc..
. 1 1GiGLC,

aceAnalyticaie
r�ncpare.'a5s-tm
Pace Anatyticat Sory ice s, Inc.
205 Easl kleadaw Road - Suite A
Eder, NC 27288
[phone]
Pace An aIyrlcal Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Projecl- CMI WWTP
Pace Project No.: 9292250
❑C Batch: MPRP18230 Analysis Method- EPA 6010
QC Batch Method. EPA 3010 Analysis Des&plicn: 6010 MET
Associated Lah Samples: 9292250p01, 9292250002
METHOD BLANK: 594902
Matrix: Water
Associated Lap Samples:
9292250001, 9292250002
Blank
Reporting
Parameter
LIPAS
Resull
Limit
Analyzed Qualifiers
Arsenic
uglL
ND
5.0
04)2511119:26
Barium
uglL
NO
5.0
0412511119:26
Cadmium
uglL
ND
1.0
0412511119:26
Chromium
ug1L
ND
5.0
04/2511119:26
Lead
ug1L
NO
5.0
04/25111 19:26
Selenium
uglL
NO
10.0
0412511119-26
Silver
ug1L
ND
5.0
04/2511119:26
Pace Analydcat Services, Inc-
9800 KinceyAve-Suite 100
Huntersvine, NC 28079
(704)875-"2
LABORATORY CONTROL SAMPLE-
594903
Spike
LCS
LCS
to Rec
Parameter
Units
Conc-
Result
% Rec
Limits Qualifiers
Arsenic
uglL
500
503
101
80-120
Barium
uglL
500
512
102
80-120
Cadmium
ug1L
500
523
105
80-120
Chromium
ug1L
500
505
101
80-120
Lead
ug1L
500
509
102
80-120
Selenium
uglL
511)(]
505
101
80-120
Silver
ugA-
250
255
102
80-120
MATRIX SPIKE & MATRIX SPICE DUPLICATE:
594906
594907
MS
MSD
9292183006
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Llmils
RPD
Arsenic
uglL
ND
500
500
512
505
102
101
75-125
1
Barium
uglL
88-7
500
500
605
695
103
101
75-125
2
Cadmium
ug!L
ND
500
500
519
507
104
101
75-125
2
Ghromium
ug1L
ND
500
S00
506
490
101
98
75-125
3
Lead
uglL
NO
500
500
509
497
102
99
75-125
2
Selenium
ug1L
NO
500
500
511
503
102
101
75-125
2
Silver
uglL
ND
250
250
255
251
102
100
75-125
2
Date: 04/26/2011 04:23 PM REPORT OF LABORATORY ANALYSIS Page 7 of 15
This reprxt shall not i,e reproduced, except In full,
without the wrilten consent of Pace Analytical Services, Inc-.

��aeAnalytical
ww�+:yaa�zcvn
Pace Artatyticai Services, Inc.
205 East Meaeuw Road - Suile A
Eden, NC 27288
1336 )623-892 t
Project: CM VWVTP
Pace Project No.: 9292250
QC Batch: MPRP18231
QC Batch Method: EPA 3010
Associated Lab Samples. 9292250003
METHOD BLANK: 594910
Associated Lab Samples: 9292250003
Parameter
Units
Arsenic
ug1L
Barium
ug11
Cadmium
ug1L
Chromium
uq&
Lead
uglL
Selenium
ug)L
Silver
uglL
LABORATORY CONTROL SAMPLE: 594911
Parameter Units
Arsenic
UA
Barium
uglL
Cadmium
uglL
Chromium
uglL
Lead
ug1L
Selenium
ug1L
Silver
ug1L
Pace Analytical Services, Inc,
2225 Rwrslda Qr.
AsfteVilie, NC 289A
{820)254-71 >6
QUALITY CONTROL DATA
Analysis Method:
EPA 6010
Analysis Description:
6010
MET
Matrix: Water
Blank Reporting
Result Limit
Analyzed Qualifiers
ND
5.0
04r2511117:45
NO
5.0
0412511117A5
NO
1.0
0412511117:45
ND
5.0
04QS11117:45
NO
5.0
0412511117:45
NO
10.0
04/25/11 17:45
ND
5.0
04/25/11 17:45
Pace Analytical Services, Inc.
9300 NhnceyAve. Suite 100
Huntersvite, NC 28078
[phone]
Spike
LCS
LCS
% Rec
Conic,
Result
% Rec
Limits Qualifiers
50O
504
101
80-120
500
505
101
80-120
500
520
104
80-120
500
504
101
80-120
500
506
101
80-120
50O
494
99
80-120
250
252
101
80-120
MATRIX SPIKE SAMPLE:
Parameter
594912
Units
9292250003
Result
Spice
Conc.
MS
Result
MS
% Rec
% Rec
Limits Qualifiers
Arsenio
u9fL
NO
500
505
101
75-125
Barium
uglL
386
500
861
95
75-125
Cadmium
ug1L
NO
500
493
99
75-125
Chromium
ug1L
26.4
500
507
96
75-125
Lead
uglL
352
500
502
93
75-125
Selenium
ug1L
NO
500
496
99
75-125
Silver
uglL
NO
250
246
98
75-125
SAMPLE DUPLICATE: 594913
9292003003
Dup
Parameter
Units
Result
Result
RPO
Qualifiers
Arsenic
uglL
NO
ND
Barium
uglL
78.1
77,8
Cadmium
uglL
NO
NO
Chromium
ugii
NO
NO
Lead
uglL
NO
ND
Date: 04126/2011 04:23 PM REPORT OF LABORATORY ANALYSIS Page 8 of 15
This re part shall not be reproduced, except in full,
millout Iha written consertl 01 PPaCee Analytical SBrviCes, Inc
. ! 1 IG1QLl:

x! 0
aceMaly aif
>rww�oMehucoonr
Prcjezt: CMI VVWTP
Pace Project pia.' 9292250
SAMPLE DUPLICATE, 594913
Parameter
Selenium
Silver
Pace Analytical Services. Inc. Paco AnakyUcW So micas, Inc. Pace Analytical Services, Inc.
205 East Meadow Road - Suite 2225 Riverside Or. 9800 KinceyAve. Suile 100
Eden, NC 27288 Asheville, NC 2$804 Huntarsville, NC 28078
[phone] [phone] (7n4)875-W92
QUALITY CONTROL DATA
9292003003 Dup
Units Result Result
ug/L ND NO
ug1L NO ND
RPD Qualifiers
Date. 04/26/2011 04.23 PM REPORT OF LABORATORY ANALYSIS Page 9 of 15
This report shall not he reproduced, except in full,
without the written cansml of I Pace Analytical Sarmces, Inc..
ek,.

aceAnalyiical'
�.Fan sb>ca
Face Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
(33fi)623-8921
Pace Analytical Servlc", Inc.
2225 PjVCr5ide Dr.
Asheville, NC 2a804
[phone]
QUALITY CONTROL DATA
Project: CMI VW TP
Pace Project Na.: 9292250
LAC Batch: MERP13418 Analysis Method: EPA 7470
QC Bata Method: EPA 7470 Analysis Description: 7410 Mercury
Associated Lab Samples: 9292250001, 9292250002, 9292250003
METHOD SLAW 593389 Matrix: Water
Associated Lab Samples: 9292250009, 9292250002. 9292250003
Blank Reporting
Parameter Uniis Result Limit Analyzed Qualifiers
Mercury U91L N❑ 0.20 04/2111114:30
Paco Analytical Sarvices. Inc.
9800 KinceyAve . Suite 100
HuntwsviAe, NC 28078
[phone]
LABORATORY CONTROL SAMPLE: 593390
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Mercury ug1L 2.5 2.1 86 80-120
MATRIX SPIKE b MATRIX SPIKE DUPLICATE: 593391 593392
MS MSD
9292183006 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Car1c. Cane. Result Result % Rec % Rec Limits RPD Quaff
Mercury ug1L ND 2.5 2.5 2.0 2.1 79 83 75-125 5
Date 04126/2011 D4:23 PM REPORT OF LABORATORY ANALYSIS Page 10 of 1!�
This report Shall nol W roproduCed, orc"l in full.
withoul the written consent of Pace AnalyUcai Services, Inc..

aceRnavica(
wrrw,papplap3-Cn,^
Project. CfUM1 WWTP
Pace Project No.: 9292250
Pace Analytical Se rvl ces. Inc.
205 fast Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analyticat Services, Inc.
2225 Riverrrlda Dr
Asheville, NC 28804
(8281254-7176
QUALITY CONTROL DATA
QC Batch: MSVfl4900 Analysis Method: EPA 8260
QC Batch Method: EPA 8260 Analysis Description; 8260 MSV Low Level
Associated Lab Samples: 9292250003
METHOD BLANK- 595311 Matrix Water
Associated Lab Samples: 9292250003
Parameter
1.1,1,2-Tetrachlam ethane
ugfL
1.1.1-Trichloroethane
ugfL
1,1,2,2-Telrachloroethane
u9111-
1,1,2•Trichloroethane
ugfL
1,1-Dichloroethane
uglL
1,1-Dichlomethene
ug1L
1,1-Dichloropropene
uglL
1,2,3-Trrchlorobenzene
uglL
1,23-Trichlompropane
uglL
1,2,4-Teichlorobelizene
uglL
1,2-Dibromo-3 -chic rapropane
ug1L
1,2-Dibromoethane (EOH)
ug1L
12-Dichiorobencene
ug1L
1.2-Di chloroethane
ug1L
1,2-Dichloropropane
ug1L
1,3-1)ichIoroberizene
ug1L
1,3-Dichloropropa ne
ug/L
1,4-0ichlorobenzene
ugll
2,2-Dichloropropane
uglL
2-Butanone (MEK)
ugfL
2-Chlarololuene
ug1L
2-Hexanone
ugfL
4-Chlorotoluene
uglL
4-Methyl-2-pentanone (MIBK)
UA
Acetone
ugli
Benzene
uglL
Bromobanzene
ugfL
Bromochloramethane
uglL
Bromodichloromethane
ugfL
Bromoform
ugfL
Bromomethane
ug1L
Carbon tetrachloride
ugA-
Chlorobenzene
uglL
Chloroethane
uglL
Chloroform
uglL
Chlorametharte
upfL
cis-1,2-0ichloroethene
uglL
cis-1,3-Dichlaropropene
ugfL
Dibromochloromelhane
uglL
Dibromamethane
ugfL
DichlorodiSluoromethane
ug1L
Diisopropyl ether
ug1L
Elhyibenzene
ug1L
Oate 04/25/2011 04:23 PM
Blank
Units Result
Reporting
Limit
Analyzed
ND
1.0
041221111538
NO
1.0
0412211115:38
ND
1.0
04122J1115;38
NO
1.0
D412211115:38
NO
1.0
0412211115:38
ND
1.0
0412211115:38
ND
1,0
0412211115:38
ND
1.0
041220115:38
ND
1.0
0412211115:38
ND
1.0
04122/1115:38
ND
5.0
04122/11 1538
N❑
1.0
04122/1115:38
N❑
1.0
04/2211115:38
ND
1.0
0412211115,38
ND
1.0
0412211115:3B
ND
1.0
0412211115:38
ND
1.0
0412211115:38
ND
1.0
04122/1115.38
ND
1,0
0412211115,38
ND
5.0
0412211115:38
NO
1.0
04122/11 15:38
N D
5.0
04122/11 15:38
ND
1.0
04122/1115:38
ND
5.0
0412211115:36
ND
25.0
0412211115:38
ND
1.0
0412211115:38
ND
U
04/2211115.38
NO
1,0
04122J111538
ND
1.0
04/22111 15:38
N D
1.0
04/22111 15:38
ND
2.0
0412211115-38
ND
1.0
04122J1115:3B
ND
1.0
04122/1115:38
ND
1.0
0412211115.38
N❑
1.0
D111221111518
ND
1.0
041221111538
ND
1.0
0422J1115:36
ND
1.0
0412211115:38
ND
1.0
04/22/11 15:38
N0
1,0
0412211115:38
N ❑
1.0
04122J11 15:38
ND
1.0
04122/1115:3B
N❑
1.0
04122J1115:38
REPORT OF LABORATORY ANALYSIS
This report shall not be reproducea, except in lull,
without the written consent of Pace Anatytical
Services, Inc..
Qualifiers
Pace Analytical Services, tnc.
9600 KincayAve. Suite 100
Hunlersville, NC 28078
(704)87-' -9092
Page 11 of 15

aceAnaiyticai*
K*wP&'G4N,rm
Pace Analytical Sarvices, Inc.
205 East Meadow Road - SOW A
Eden. NC 21288
[phone]
Pace Analytical 8arvices, Inc.
2225 Riverside 13r.
Asheville, NC 28804
(828)254-717C
QUALITY CONTROL DATA
Project: CMI WWTP
Pace Project No.: 9292250
METHOD BLANK: 595311 Matrix: Water
Associated Lab Samples: 9292250003
Parameter
Units
Blank
Result
Reporting
Limit
Analyzed
HexacNora- l,3-butad[an a
uglL
ND
1.0
0412211115:3B
m&p-Xylene
uglL
ND
2.0
0412211115:38
Methyl-tert-butyl ether
ug1L
ND
1.0
OQ22111 15:38
Methylene Chloride
ug1L
NO
2.0
04/22/11 15:38
Naphthalene
ug1L
NO
1.0
04/22/1115:38
o-Xylene
ug1L
ND
1.0
0412211115,38
p-Isopropylloluene
uglL
NO
1.0
041221111518
Styrene
KIL
NO
1.0
0412211115:38
Tetrachloroethene
U91L
No
1.0
0412211115:38
Toluene
uglL
ND
1.0
0412211115:38
trans-1.2-Dichloroethene
ug1L
NO
1.0
0412211115:38
tran s- 1. 3- Di ch I oropropen e
ug&
ND
1.0
0412211115.38
Trichloroethene
ug1L
ND
1.0
0412211115.38
TrichloraAuoromeJlane
uglL
ND
1,0
0412211115:38
Vinyl acetate
ug1L
NO
2.0
04 MIll 15:38
Vinyl chloride
uglL
ND
1.0
D4122111 15:38
1,2-Dichloroelhane-d4 (S)
%
98
70-130
04/22/11 15:38
4-Brornofluorobe»zene (S)
%
98
70.130
04/22/11 15:38
Dibromo8uorornelhane. (S)
%
101
70-130
04/22/11 15:38
Toluene-dB(S)
%
101
70-130
04/22/11 15.38
Qualifiers
LABORATORY CONTROL SAMPLE:
Parameter
595312
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limlls
1,1.1.2-Tetrachtoroethane
ugJL
50
49.5
99
70-130
1,1,1-Trlchlolvethane
ug[L
50
49.5
99
70-130
1,1,2,2-Tetrachlomethane
ug1L
50
48,6
97
70-130
1,1,2-Trichloroethane
uglL
50
47.9
96
70-130
1,1-Dichloroelhane
uglL
50
50.2
100
70-130
1,1-Dichloroethene
uglL
50
48.6
97
70-132
1,1-Dichlompropene
uglL
50
45.1
90
70-130
1,2.3-Trichtorobenzene
ug1L
50
52.6
105
70-135
1,2,3-Trichloropropane
uglL
50
48.7
97
70-130
1,2,4-7richtcrobenzene
ug1L
50
54.2
108
70-134
1,2-Dibromo-3•chioropropane
ug1L
50
52.0
104
70-130
1,2-Dibrcmoethane (EDB)
ug1L
50
51A
102
70-130
1,2-Dichlorobenzene
ug1L
50
50.7
101
70-130
1,2-Dichloroethane
ug1L
50
48.5
97
70-130
1,2-Dichloropropane
uglL
50
47.0
84
70-130
1,3-DicNioroberuene
ug1L
50
497
99
70.130
1,3-❑ichloropropane
uglL
50
48.5
97
70-130
IIA-Dichlorohenzene
uglL
50
49.3
99
70-130
2.2-Di chloropropane
ug1L
50
48.6
97
58-145
2-Butanone (MEK)
uglL
100
95.5
96
70-145
2-Chlorotoluene
ug1L
50
48.9
98
70-130
Pace Analytical Services, Inc.
9800 Kincey Ave. Suile 100
Hunlersvft, NG 28073
(704AT5-9092
Qualifiers
Date- 04/26/2011 04,23 PM REPORT OF LABORATORY ANALYSIS Page 12 of 15
This repcul "11 n01 he repraduced, except in tull,
w Mout the written consenI of Pa cee Analytical 5ervices, Inc...
rrJ �L�LlL,:

a
Pace Analytical Ser Vices, lne. Pace Analytical Serrlces, Inc.
/,❑ �17+ I
a�cG a�r 1Clr j�r'al
205 East Meadow Read - Sutte A 2225 Riverside Dr.
Eden, NC 27288 Asheville, NC 26a04
(336)623-B@21 t8281254.7176
QUALITY CONTROL DATA
Project: C M I V1rWiP
Pace Project No.: 9292250
LABORATORY CONTROL SAMPLE: 595312
Parameter
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
2-1iexanone
uglL
100
94.2
94
70-144
4-Chlorotoluene
ug/L
50
52.5
105
70-130
4-Methyl-2-pentanone (MI8K)
ug/L
100
99.7
100
70-140
Acetone
ugfL
100
84.6
8s
50-175
Benzene
ugfL
50
45.9
92
70-130
Sromobenzene
LKA
50
50.3
101
70-130
Bromochloromethane
LVL
50
48.8
98
70.130
Bromodichlaromethane
ug/L
50
51.1
102
70-130
Brornoform
uglL
50
52.8
106
70.130
Bromomethane
VWL
50
53.9
108
54-130
Carbon tetrachloride
ug/L
50
45.1
90
70-132
Chlorobenzene
ug1L
50
46.7
93
70-130
Chioraethane
ug/L
50
47.9
96
64-134
Chloroform
ugtL
50
50.4
101
70.130
Chloromethane
ug1L
50
46.7
93
E4-130
cis-1,2-❑ichloroethene
ug/L
50
46.3
93
70-131
6s-1,3-Dichlorapropene
ug/L
50
51.2
102
70.130
Dibromachlorornethane
ug/L
50
50.7
101
70-130
Dibromomethane
ug/L
50
49.5
99
70-131
Oich lo rodill uorome than a
ug/L
50
46.9
94
56-130
Diisopropyl ether
ug1L
50
48.2
96
70.130
Ethylbenzene
ug/L
50
48.5
97
70-130
Hexachlom-13-hutadiene
u911-
50
51.1
102
70.130
m&p-Xylene
ug/L
100
95.8
97
70-130
Methyl-tert-butyl ether
ug1L
s0
51.7
103
70.130
Methylene Chloride
uglL
50
45.9
92
63-130
Naphthalene
uglL
50
54.8
110
70-138
o-Xyterie
ugfL
50
50.5
101
70-13D
p4sopropylloluene
uglL
50
51.8
104
70-130
Styrene
uglL
50
48.3
97
70-130
Tetrachloroethene
ug1L
50
48.7
97
70-130
Toluene
ug1L
50
45.3
91
70-130
trans-11,2-Dichloroetnene
ug1L
50
47.0
94
70-130
trans-13-Dichloropropene
u911-
50
49.7
99
70-132
Trichloroethene
ug1L
50
47.4
95
70-130
Trlchlorafluorolnethane
ug1L
50
49A
98
62-133
Vinyl acetate
ug/L
100
105
105
66-157
Vinyl chloride
ug/L
50
45.8
92
69-130
1,2-Dichlaroethane-d4 (S)
%
97
74-130
4-Bromoftuorobenzene (S)
%
98
70-130
ClibromcHuoromethane (S)
%
101
70-130
Toluene-d8 (S)
115
99
70-130
Pace Ar,alyticaf Services, Inc.
9800 FGnceyAve. Suite 100
Huntersville, NC 28078
{704)875-9092
Qualifiers
Date- 04/26/2011 04:23 PM REPORT OF LABORATORY ANALYSIS Page 13 15
This report shah not be reproduced, oxcept m full,
wilheuI the wntlen conso}n-tt of�Pecee Analyl"I Services, Inc..
'1 ICif�L':

;aceAnaVical-
wwwc00"4'sw-
Praject CMl VVINTP
Pace Project No.: 9292250
Pace Analytical Services, Inc.
205 Easl 6iaadow Road - SuileA
Eden, NC 27268
(336)62M921
Paca Analytical Services, Inc.
7225 Riverside Dr.
Asheville, NC 26804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9W Kin coy Ave. Suite 100
Nuntersville, NC 29078
(704)875.W92
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 595313
9292186009
Parameter Units Result
MS
Spike
Conc.
MSD
Spike
Conc.
595314
MS
Result
MSD
Result
MS
°/, Rec
MSD
% Rec
% Rec
Limits
RPD
t,1-0ichloroe lhene
uglL
ND
50
50
52.5
51.7
105
103
70-166
2
Benzene
ug/L
ND
50
50
54.2
5&4
108
111
70-148
2
Chlorobenzene
ug/L
ND
50
50
58.3
57.4
113
115
70-146
2
Toluene
ug14
ND
50
50
55.9
50.0
112
116
70-155
4
Trichloroethene
uglL
N❑
50
50
57.3
58.9
115
118
69-151
3
1,2-Dichloraethane-N (S)
%
104
1t74
70-130
4-Bromofluarabenzene (S)
%
95
90
70-130
Dibromokwomethane (S)
%
102
100
70-130
Toluene -dB [Sj
%
97
99
70 i30
Qual
Date: 04126/2011 04:23 PM REPORT OF LABORATORY ANALYSIS Page 14 of 15
This report shall ool ha reproduced, except in lull.
without the writlen consent of Pace AnalylicaI Services, Inc..

aceAnalXiical
nwwpaesratrs CCO�
Project: CMl VVWTP
Pace Project No.: 9292250
DEFINITIONS
Pare Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden NC 27288
[phone]
QUALIFIERS
Pace Analytical Services, lne.
2225 Riverside Dr.
ASI-PWIle. NC 28804
[phone]
Pace Analytical Services, inc.
9800 KlnceyAve- Suite 100
HuntersviEe, NC 28078
[phone]
❑F - 0iiufion 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.
MID -Adjusted Method Detection Limit.
S - Surrogate
1.2-Diphenythydrazine (8270 listed analyte) decomposes toA/obenzene.
Consistent with EPA guidelines, unrounded da(a 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 Dupiicale
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but r of delectec.
N-Nitrosodipherty{amine decomposes and cannot be separated from Diphenylamine using Method a270. The result reported for
each analyle is a combined concentration.
Pace Analytical is NELAP accredited. Contact your Pace Pfaf for the current list of accredited anaiytes.
LABORATORIES
PAST -A Pace Analytical Services - Asheville
PAS)-C Pace Ana "cal Services - Charlotte
Date:4412512011 04:23 PM REPORT OF LABORATORY ANALYSIS Page 15 of 15
This report shall nol be reproducad, except ir, full,
wlthotll the wrilten mnEent oror PareAneyllcal SmiCas, Ino..
1 R./Clll►. �-

; eAnaVical'
CHAIN -OF -CUSTODY J Analytical Request Document
The Chain -of -Custody IS a LEGAL DOCUMENT" All :elwant fmida miss[ be cnmpketed accuratnly.
Pap.: of
Section A Section B Section C
1475216
R.qulrrd fr1i.n1 Inky atm. Wquired Project Intnrmehonl knw��u In! --t—W
Company i4apen To Attunklon: �/
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41-IFf
Addreas! rs s-f��%�h✓ y f
rT- �f/I
Copy To.
Campwv Noma:
REGULATORY AGENCY
D��i� • �f
Address- -
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F NPOES 1— GROUNDWATER j- DRINKING WATER
r' UST RCRA �' OTHER
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Purchase Order tlo."
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Site Locatlon
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Paco PrvAle i. } [�
Requoltte
afysis
Filtarn
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Sect.on D Ma via Godaa
N4gvd-i!0i W.—Von bMTRM I CODE
§
COLLECTED
Preservafivos
x
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Water W r
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CCSTART TL
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Sample IDs MUST RE LINIDUE T65u. TS
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DATE
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ADDITIONAL CDMMENT3
REI-TNQUI SHED AY 7 "TION
DATE
TIME
ACCEPTED HY 1 AFFRJAT ION
DATE
TIME
SAMPLE CONDITIONS
k
Cghily
IZ35
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13 3
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►�d Jmn
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SAMPLER NAME AND SIGNATURE J �,/3
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ORIGINAL
U
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PRINT Name of SAMPLER:
eff
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SIGNATURE of SAMPLER:
11!
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PDIVYI� r�/
'tnparlanf Nale 9y slparp IhIs Fp rau al. her ps fq P.u'• NET 30 day paywwl wmi and aqr 1pp w Iafs chup.a of 1.5%par month for ary64"s rot paid vA1h1n 7O days - F-ALL-Q-020mv-OT, 15-May-2007

Sample Condition Upon Receipt
Fko nalyfical _
Where Received: fl�Huntersville ❑ Asheville ❑ Eden
Courier: ❑ Fed Ex ❑ UPS ❑ USPS Client ❑ Commercial ❑ Pace Other
Custody Seal on CoolerlSox Present: ❑ m I no Seals intact: ❑ yes
Packing Material: ❑ Bubble Wrap 013ubble Bags ❑ Non ❑Other
(��(?, ;4 �C
❑ tional - '
❑ no Proj: Due Date:
Proj. Name:
Thermometer Used: I Gun : T1101 Type of Ice: te)
Slue None Samples on ice, cooling process has begun
Tema Correction Factor: Add l Subtract a 'C
Corrected Cooler Tern C
Biological Ttssue Is Frozen: Ye too
Date and 1 ti is f en mining
P
content
Temp should be above freezing to 6*C
Comments:
Chain of Custody Present:
res
❑No
❑NIA
1.
Chain of Custody Filled Out:
Yes
ONO
❑NIA
2- 3 I.
Chain of Custody Relinquished:
res
❑l+to
CA
�g7
3- p
Sampler Name & Si nature on COC:
res
❑No
❑NIA
4-
Samples Arrived within Hold Time:
res
❑No
❑NIA
5-
Short Hold Time Anal is (a72hr):
❑Yes
VINa
❑NIA
6.
Rush Turn Around Time Requested:
Yes
❑No
❑NIA
7.
Sufficient Volume:
Yes
❑No
El VA
g.
Correct Containers Used:
dies
�]No
❑NIA
g, N` 7 R`"d-'- ("C'
J
-Pace Containers Used:
Yes
Nc
El WA
Containers Intact:
Yes
❑No
❑NJA
10,
Filtered volume received for Dissolved tests
❑Yes
❑No
A
11.
Sample Labels match COC:
res
❑No
❑NIA
12,
-Includes date/timePD/Anal sis Matrix:
� C_
All containers needing preservation have been checked.
Dyes
ONO
NiA
13.
All containers needing preservation are found to be in
Dyer,
❑Ho
compliance with EPA recommendation.
�N1A
exceptions: VOA, coworm, TOC, O&G. WI-0RD (waver)
❑Yes
❑No
Initial when completed
Samples checked for dechlohnatlon:
0Yes
❑No
'NIA
1 C
Headspace in VOA Vials (>6mm):
Ores
[]No
WA
15.
Trip Blank Present:
❑Yes
❑No
�WA
16.
Trip Blank Custody Seals Present
❑Yes
❑No
1,WA
Pace Trip Blank Lot # if purchased
Client Notification/ Resolution Field Data RequireC7 y 1 N
Person Contacted: �L Date(Time: T
Commentsl Resolution:
SCURF Review:l 12
4V► Coate: I YI SRF Review:_ .ff k _Date:I `fly
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the North Carolina ❑EHNR
Certification Office (i.e out of hold, Incorrect preservalive, out of temp, incorrect containers)
F-CH R-CS-003-rev.03 13Apr2011

rw . • awe A lClpical t.
WWK pe-Ara.z —
May 11, 2011
Mr. Mark Filardi
Mactec Charlotte
2801 Yorkmont Road
Charlotte, NC 28208
Pace Analytical Services, Inc.
205 Eas, Meadow Road - Suite A
Eden, NC 27288
(336)B23-8421
RE: Project: CMI
Pace Project No.: 9293621
Pace Analytical Services, Inc.
2225 Riverside Or.
Asheville, NC 28804
j92Bj254-7176
Pace Analyticai Services, ins.
9800 KinceyAve. Sure 100
Hunlersville, NC 28070
[phone]
Reviewed by
MPF 715111
Dear Mr. Filardi:
Enclosed are the analytical results for sample(s) received by the laboratory on May 06, 2011. The
results relate only to the samples included in this report. Results reported herein conform to the
most current NEL.AC standards, where applicable, unless otherwise narrated in the body of the
report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Kevin Godwin
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
-his report shall not oe reproduced, mcopi in fuli-
wnhout the written consent of Pace An alp ical Services, Inc.
6heb n:
Page 1 of 17

2aceAnapical
wtilw.pacda.hs.cr
Project; Civil.
Pace Project No.: 9293621
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
Charlgtte Certification IDs
9800 Kincey Ave. Ste 100, Huntersvilla, NC 28078
LouisianalLELAP Certification #: 04034
New Jersey Certification #: NC012
Na1h Carolina Drinking Water Geflification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
Pennsylvania Certification #: 6a-00784
South Carolina Certification 4: 99008001
(336)a23-8921
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28a04
140ffim107—Allbolt I
(a29)254-7176
South Carolina Drinking Water Cent. #- 99006003
Virginia Certification #- 00213
Connecticut Certification M. PH-0104
FiaridaMELAP Certification #- E87627
Kentucky UST Certification 84
Louisiana EJHH Drinking Water # LA 100031
West Virginia Ceflification #. 3,57
REPORT OF LABORATORY ANALYSIS
This report stlall not ha re pioduted, except in toll,
without the written consent of Paco An alytical Services, Inc..
�r
Pace Analytical Servlcea, Inc.
9600 Kincey Ave, Suft 100
Huntersviile, NC 25078
[phone]
Page 2 of 17

1192cekaoicalA
WW*_P8arle &=m
Pac¢ Analytical Services, Inc.
205 East Meadow Rand - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Rlverssde Or,
AshevillP-, NC 28B04
(828)25,t-7176
SAMPLE ANALYTE COUNT
Pace Analytical Survlces, Inc.
9800 Kficoy Av ri. Sulle 1 Do
Nuntersville, NC 28078
(704)675-W92
Project:
CN1I
Pace Project No-!
9293621
Anal ytes
Lab ED
Sample ID
Method
Analysts
Reported
Laboratory
9293621001
EBMW-29
EPA 6269
MCK
63
PASI-C
9293621002
EBMW-30
EPA 6260
MCK
63
PASi-C
9293621003
EBMW-31
EPA8260
MCK
63
PASI-C
9253621004
EBMW32
EPA8260
MCK
63
PASI-C
Page 3 of 17

1.2
aceArWj4ical
lM>v� cvr,
Project. CMI
Pace Project No.: 9293621
Sample: EBMW•29
Parameters
8260 M S V Law Level
Acetone
Benzene
Brornobenzene
Bromochloromelhane
B ro modi ch loro m e tha n e
Bromoform
Bramomethane
2-Butanone (MEK)
Carbon tetrachloride
Chlorobenzene
Chloroelhane
Chloroform
Chleromethane
2-CHarotoluene
4-Chlorololuene
1,2-Dlbromo-3-chlorepropane
Dibrome ch to ro m e tha ne
1,2-Dlbromoethane (FOB)
Dibromomethane
12-Dichlorobenze ne
1,3•Oichlorobenzene
1,4-❑ichlcrobenzane
Oic h lorod if] uarometh an e
1,1-Dichloroethane
1,2-Dichloroethane
11-Dichloroethene
cis-1,2-Dichloroethene
trans-1, 2- Di chloroet hene
1,2-Dichioropropane
1,3-Dlctiloropropane
2,2-Dichloropropane
1.1-Dichloropropene
cls-1, 3-Dichlompropene
trans-1, 3-D i chlo ropropen e
Diisopropyi ether
Ethylbenzene
Hexachloro-1,3-buladiene
2-Hexanone
p-Isopropyltoluene
Methyfene Chloride
4-Methyl-2-penlanone (M18K)
Methyf-lert-bulyl elher
Naphthalene
Styrene
1.1,1,2-Tetrachloroethe ne
1,1.2,2-Tetrachloroethe ne
Telrachioroethene
Pare Analytical Se"Icts, Inc.
206 East Meadow Road - Suita A
Eden, NC 27288
Pace Anslytical5ervices, Inc.
2225 Riverside Dr.
Ashaville, NC 28804
t828J254-7176
ANALYTICAL RESULTS
Pace Analytical Services. Inc.
9800 Kincey Ave. Suite 100
HuntersvlNe, NC Z8078
[phone]
Lab lD: 9293621001 Collected: 05105J11 11.00 Received: 05406111 14:55 Matrix: Water
Results Units Report Limit DF Prepared Analyzed CAS No.
Analytical Method. EPA 8260
NO ug+L
ND ugk
NO uglL
HD uglL
NO ug1L
NO ug1L
NO uglL
NO ug1L
NO ug1L
NO ug1L
NO ug1L
ND ug1L
ND ug+'L
NO ug1L
N❑ uglL
NO uglL
NO ogIL
NO ug1L
NO ug1L
NO ug1L
NO ug1L
NO uglL
NO uglL
66.7 uglL
NO ug -
51.1 uglL
NO uglL
ND uglL
NO ug1L
NO uglL
NO uglL
NO uglL
NO uglL
NO ug1L
NO ug1L
ND ug1L
ND uglL
ND vglt-
NO uglL
ND uglL
NO uglL
ND uglL
NO uglL
ND ugA-
ND ugA-
ND ug1L
NO ug1L
25.0
1
05/07/11 1848
67 &4-1
1.0
1
0510711118,48
7143-2
1.0
1
05107/11 18:48
108-Wl
1.0
1
0540711118.48
74-97-5
1.0
1
05/07/11 18:48
75-27-4
1.0
1
0510711118:48
75-25.2
2.0
1
05107111 18:48
74-83-9
5.0
1
0510711118:48
78-93-3
1.0
1
05107111 18:48
56-23-5
1.0
1
05/07/11 18:48
108-90-7
1,0
1
05/0711118:4B
75-00-3
1.0
1
0510711116:48
67-66-3
1,0
1
051071111848
74-87-3
1.0
1
05107/1118.48
95-49-8
1.0
1
05/07/11 16:48
106.43.4
5.0
1
05M7/1118:48
96-12-8
1.0
1
05107/11 18:48
124-48-1
1.0
1
05M7111 18:48
106-93-4
1.0
1
0510711118-48
74.95-3
1.0
1
0510711118:48
95-50-1
1,0
1
0510711118:48
541-73-1
1.0
1
M07111 18:45
106-46-7
1.0
1
0510N1116:48
75-71-8
1.0
1
05/07/11 18:48
75-34-3
1.0
1
05/07111 18.48
107.06.2
1.0
1
GW71ll18:48
75-35-4
1.0
1
05107/11 18.48
156-59-2
1.0
1
05107111 18:48
156-60.5
1.0
1
05107111 18:48
78-87-5
1.0
1
05107/11 18748
142-29.9
1.0
1
0510711118:48
594-20-7
1.0
1
05107111 18:48
553-58.5
1.0
1
05/07/11 18!48
10061-01-5
1.0
1
ON07111 18:48
10061-02.5
1.0
1
05/07/11 1848
108-20-3
1,0
1
05/07/11 18:48
100-41-4
1.0
1
0510711118:48
87-68-3
5.0
1
05107111 18:48
591-78-6
1.0
1
0510711118:49
99-07-5
2.0
1
0510711118:48
75-09-2
5.0
1
05/07/11 18A8
105-10-1
1.0
1
05107111 18.48
1634-04-4
1.0
1
05/07111 18:48
91.20-3
1.0
1
05/07111 18:48
100-42-5
1.0
1
0510711118:48
630-20.6
1.0
1
05/0711118:48
79-34-5
1.0
1
OU07111 18:48
127-18-4
❑ ;at
Dale: 05/1112011 04 15 PM REPORT OF LABORATORY ANALYSIS Page 4 of 17
Thls report shall not be reproduced, except in full,
without the written consent or Pace
+ArOytical Services, Inc..
i IGiCiLr:

2ace Analytical
Pace Analytical Services, Int.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Uc
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Paca Anatyucall 5ervicas, Inc.
9800 Kincay Ave. Suite 100
Huntersville. NC 2SO78
[phone]
Project. CMt
Pace Projed No.: 9293621
Sample: ERMW-29
Lab ID: 9293624001 Coilecled: 05M5111 11.00 Received-
OW6111 14:55 Matrix: Water
Parameters
Resltlls units
Report Limit
OF Prepared
Analyzed
CAS No. Qual
8260 MSV Low Level
Ana lyttcaI Me(hod. EPA 8260
Toluene
ND uglL
1.0
1
05J07111 18:48
108-88-3
1,2,3-Trichlorobenzene
ND uglL
1.0
1
05/07/11 18:48
87.61-6
1,2,4-Trichlorobenzene
N❑ ug)L
1.0
1
05/07/11 18:48
120-82-1
1,1,1-TdcMoroethane
278 ug1L
10.0
10
05/08/11 10.36
71-55-6
1,1,2-TOChloroethane
ND uglL
1.0
1
05M7111 18.40
79-00-5
Trichlorvelhene
ND ug1L
1.0
1
05/07/11 18:48
79-01-6
Tdchlorofiuo€omethane
ND uglL
1.0
1
05M7111 18:48
75.69.4
1.2,3-Trichloropropane
NO uglL
1.0
1
OW7111 18:48
96.18-4
Vinyl acetate
NO uglL
2.0
1
GEW07111 18:48
106-05-4
Vinyl chloride
NO uglL
1.0
1
05/07/11 18:48
75-01-4
mSp-Xylene
ND uglL
2.0
1
0,907111 18:48
179601.23.1
o-Xylene
ND ug1L
1.0
1
05107/11 18.48
95-47-5
4-Bromoiluorobenzene (S)
93 °%
70-130
1
051071t1 18:48
460-00-4
Oibromofluoromethane (S)
131 %
70-130
1
05107/11 18.48
1868-53.7 S2
1,2-❑ichloroethane-d4 (S)
127 %
70-130
1
M07111 18:48
17060-07-0
Toluene-d8 (S)
102 °k
70-130
1
05/07/11 18:48
2037-26-5
Sample: EBMW-30
Lab ID' 9293621002 Collected: 05WIll 11.20 Received.
05106111 14.55 Matrix: Water
Parameters
Results Unils
Report Limit
OF Prepared
Analyzed
CAS No. Oual
8260 MSV Low Level
Analytical Method: EPA 8260
Acelone
ND uglL
25.0
1
05/07/11 19:13
67.64-1
Benzene
NO uglL
1.0
1
M07111 19:13
71-43-2
Bromobenzene
N❑ ug&
1.0
1
OW7111 19:13
108-86-1
Bromochloromethane
NO ug1L
1.0
1
05/07/11 19:13
74-97-5
Bromadichloromethane
NO uglL
1.0
1
05/07/11 19:13
75.27-4
Bmmoform
NO uglL
1.0
1
05107/11 19:13
75-25-2
Bromomethane
NO uglL
2.0
1
05107111 19:13
74-83-9
2-Butanone {MEK)
5.1 ug1L
5.0
1
05/07/11 19:13
78-93-3
Carlson tetrachloride
NO uglL
1.0
1
05107I11 19:13
56-23-5
Chlarobenzene
ND uglL
1.0
i
OW7111 19:13
108-90-7
Chloroethane
2.6 LeglL
1.0
1
OW7111 19:13
75-00-3
Chloroform
4.4 ugA-
1.0
1
M07111 19:13
67.66-3
Chloromethane
ND uglL
1.0
1
05/07/11 19.13
74.87-3
2-Chlorololuene
NO uglL
1.0
1
05M7M 1 19:13
95-49-8
4-Chlorotoluene
NO ug1L
1.0
1
051'07111 19:13
106-43-4
1,2-Dibromo-3-ch}oropropane
NO uglL
5.0
1
05107/11 19:13
96-12-8
Dibromochloromethane
NO uglL
1.0
1
05/07111 19:13
124-48.1
1,2-Dibromoethane (EDB)
NO ug1L
1.0
1
05107/11 19:13
106-93-4
Dibromomethane
NO uWL
1.0
1
OV07111 19,13
74.95-3
12-Dlchlarobenzene
NO ug1L
1.0
1
05107I11 19:13
95-50.1
13•Dichlerobenzene
ND ug1
IX
1
OW7111 19:13
541-73-1
1,4-Dichtorobe nzene
NO uglL
1.0
1
05/07/11 1913
106-46.7
DiCh}orodiflucronnethane
NO ug.rL
1.0
1
05/07/11 19:13
75-71-8
1,1-Dichloroethane
2850 uglL
250
250
05/08111 11 00
75-34-3
Date: 05/1112011 04:15 PM
REPORT OF LABORATORY ANALYSIS
Page 5 of 17
This report shall
riot ha rnproduG9d,
uxcepl in full,
without the written consent of Paco Analytical Services, Inc..

a
Pace Ana"caI Services, Inc. Pace Analytical Services, trnc.
Pace Analytical Sorvtees, Inc.
aceAnalXical
205 East Meadow Road - Suite A
2225 Rivesside Dr.
9800 Kimey Ave. Suite 100
~ bs-cam
Eden. NO 2728a
Asheville, NC 2B804
Hunterwi;ie, NO 28078
(336)6234WI
[phone]
[phone]
ANALYTICAL RESULTS
Project: CM!
Pace Projecl No.: 9293621
Sample: EBMW-30
Lab !D: 9293621002 Collected: 051051i1 11,20
Received: 05106/11 14.55
Matrix: Wafer
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
8260 M5V Low Level Analytical Method: EPA 8260
1,2-Dichlorpethane
ND ug1L
1.0
1
05/07/11 19:13
107-06-2
1,1-Dichloroethene
2590 uglL
250
250
05/08/11 11:00
75-35-4
cis-1,2-1)ichlarcethene
ND ug/L
1.0
1
M07111 19:13
156-59-2
trans-1,2-Dichloroethene
ND ug/L
1.0
1
05/07/11 19.13
156-60.5
1,2-Dichloropropane
ND ug/L
1.0
1
05/07111 19:13
78-87-5
1,3-Dichioropropane
ND ugrL
1.0
1
05/07/11 19:13
142.28.9
22-Dichloroprdpane
NO ug/L
1.0
1
05/07/11 19:13
594-20-7
1,1-Dichloropropene
NO ug/L
1.0
1
051071ll 19:13
563.5a-6
cis- 1.3•Dichloropropene
NO ug/L
1.0
1
05/07/11 19:13
10061-01-5
trans- 1,3-Dlchlorapro perle
NO ug/L
1.0
1
05/07111 19:13
10061-02-6
Diisopropyl ether
NO ug/L
1.0
1
05/07/11 19:13
108-20-3
ETLylbenzene
NO ug/L
1.0
1
05/07/11 19:13
100-414
Hexachloro-1,3-butadiene
ND ug1L
1.0
1
05/07/11 19:13
87-68-3
2-Hexanone
NO ug1L
5.0
1
05/07/11 19:13
591-78 6
p4sopropyltdoene
1.6 uglL
1.0
1
05/07111 19:13
99.87-6
Methylene Chloride
NO ug/L
2.0
1
05/07/11 19:13
75.09.2
4-Methyl-2-penlanone (MIBIQ
NO ug1L
5.0
1
05/07/11 19.13
108-10-1
Methyl-tert-butyl ether
NO ugfL
1.0
1
05/07/11 19.13
1634-04.4
Naphthalene
NO ug/L
1.0
1
05/07111 19:13
91-20-3
Styrene
NO ug/L
1.0
1
05/07/11 19:13
100.42.5
1,1.1,2-Tatra chtoroethane
ND ugX
1.0
1
05/07/11 19:13
630.20.6
1,1.2,2-Tatra chlorcethane
NO uglL
1.0
1
05/07/11 19:13
79-34-5
Tetrachloroethene
3.7 uglL
1.0
1
05/07/11 19.13
127-18-4
Toluene
ND uglL
1.0
1
05/07/11 19:13
108.88.3
1,2,3-Trichlorobenzene
NO ug/L
1.0
1
05/07/11 19:13
87-61-6
12,4-Trichlorobenzene
ND ug/L
1.0
1
05107/11 19:13
120-82-1
11,1-Trichloroethane
22000 ug1L
2511
250
05/08/11 11:00
71-55-6
1,1.2-Trichlore ethane
4.9 ug/L
1.0
1
05107/11 19:13
79-00-5
Trlchloroethene
5.9 ug/L
1.0
1
05/07/11 19:13
7"1-6
Trichlorolluommethane
ND ug/L
11,0
1
M07111 19:13
75-69.4
1,2,3-Ttichlompropane
N❑ ug/L
1.0
1
05/07/11 19:13
96-18-4
Vinyl acetate
NO ug/L
2,4
1
05/07/11 19:13
108-05-4
Vinyl chloride
2,7 uglL
1.0
1
05/07/11 19:13
75-01-4
map-Xytene
NO uA
2.0
1
05/07/11 19:13
179601-23.1
o-Xylene
NO ug/L
1.0
1
05/07/11 19:13
95-47-6
4-Bromofluorcbenzene (S)
99 %
70-130
1
05/07111 19:13
460-00-4
Dibromofluoromethane (S)
77 %
70.130
1
05/07/11 19:13
t866-53-7
1,2-01chioroethane-d4 (S)
106 %
70-130
1
05/07111 19:13
17060-07-0
Toluene-d8 (S)
100 %
70-130
1
05/07/11 1913
2037-26-5
Sample: EBMW-31 Lab 10. 92SJ621003 Collected: 05/05/11 11:50 Received: 05/06/11 14:55 Matrix. Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. 4ual
8260 MSV Low Level Analvlical Method- EPA B260
Acetone NO ugil- 25.0 05/07/11 19:38 67-64-1
Date:05111/2011 04:15 PM REPORT OF LABORATORY ANALYSIS Page 6 of 17
This re pert shall not be reproduced, except in full,
wilhput the wri"n consent of Pac�ee An2lyt:cal Services. Inc:.,

c
Pace Analytical Services, Inc.
Pace Analytical Services, Inc.
Pace An atytica1 5ervlce5, Inc.
❑ �I +
ac A! alXi .�+ al
:� East Meadow Rood - SuheA
2225 Riverside Dr.
WOO }GnceyAve. Suite 10U
wwwpawos.. sI_
Eden. NC 27288
Asheville, NC 2WN
Huntersville, NC 28078
(336)a23-8921
(828)254•7 t 76
[phone]
ANALYTICAL RESULTS
Project, CMl
Pace Project No.: 9293621
Sample: ESMW�31
Lab ID: 9293621003 Collected: 05105111
11:50 Received.
05/06/11 14.55 Matrix: Water
Parameters
Results Units
Report Limit
DF Prepared
Analyzed
CAS No. Qual
8260 M5V Low Level
Analytical Method: EPA 8260
Benzene
NO uglL
1.0
1
05/07111 19:38
71-43-2
Bromobenzene
NO uglL
1-0
1
M07111 19:38
108-86-1
8romochloromethane
ND ugrL
1.0
1
05/07/11 19:38
74-97-5
Bromodlch;oromethane
NO uglL
1.0
1
05/07/11 19!38
75.27-4
Bramoform
ND ug1L
1.0
1
05107111 19:38
75-25-2
Bromomethane
NO ug&
2.0
1
05/07111 19:38
74-83-9
2-Butanone (MEK)
NO uglL
5.0
1
05107/11 19:3a
78.93.3
Carbon tetrachloride
NO uglL
1.0
1
05107/11 1938
56-23-5
Chlorobenzene
NO uglL
1.0
1
05107111 19:38
108-90-7
Chloroethane
44.0 ug1L
1.0
1
05107/11 19:38
75.00-3
Chloroform.
13.8 ug1L
1.0
1
05107i11 19:35
67-66-3
Chloromathane
NO uglL
1.0
1
05107/11 19:38
74.87-3
2-Chlorotaluene
NO uglL
1.0
1
05/07/11 19:38
95-49-8
4-Chlorotaluene
NO uglL
1.0
1
05/07111 19:38
106-43-4
1,2-Dibromo-3-chloropropane
NO tig1L
5.0
1
05/07/11 19:38
96-12-8
Dibromochloromettlane
NO ug1L
1.0
1
05/07/11 19:38
124-48.1
1,2-Dibromoethane (EDB)
NO uglL
1.0
1
05/07111 19:38
106-93-4
Dibromomethare
NO uglL
1.0
1
06/07/11 19:38
74-95-3
1.2-Dichlorobenzene
ND ug1L
1.0
1
05107/11 19:313
95-50-1
1,3-Dichlorobenzene
NO u91L
1.0
1
05/07/11 19:38
541-73-1
1,4-Oichlorobenzene
NO uglL
1.0
1
05107/11 19:38
106.46.7
Dichlorodifluoromelhane
NO uglL
1.0
1
0&07111 19:38
75-71-8
1,1-Dichlorcethane
3960 uglL
1000
1000
05108/11 21:53
75-34-3
1.2-Dichloroethane
15.6 ug1L
1.0
1
05/07/11 19:36
107-06-2
1,1-Dichloroethene
3720 ug1L
1000
1000
05/08/11 21:53
75-35-4
ds-1,2-0ichloroethene
4.3 ug1L
1.0
1
M07111 19:38
156-59-2
trans-1,2-0Echloroothene
NO ug1L
1.0
1
05/07/11 19:38
156-60-5
1,2-Dichloropropane
ND ug1L
1.0
1
05/07/11 19,38
78-87-5
1,3-Dichlompropane
NO uglL
1.0
1
05/07/11 19:38
142-28-9
2,2-Dichloropropane
NO uglL
1.0
1
05107/11 19:38
594-20-7
1,1-Dichloropropene
NO ug1L
1.0
1
05107/11 19:38
563-58-6
cis- 1,3-Dichioroprope ne
NO uglL
1.0
1
05/07/11 19.38
10061-01-5
trans-1,3-Dichloropropene
NO ug1L
1.0
1
05/071111938
10061-02-6
Dilsopropyl ether
NO ug1L
1.0
1
05/07/11 19:38
108-20-3
Ethylbenzene
NO uglL
1.0
1
05/07/11 19:36
100-41-4
Hexachloro-1,3-butadiene
NO uglL
1.0
1
05/07/11 19:36
87-68-3
2-Hexanone
NO ug1L
5.0
1
(15107111 19.35
591-78-6
p-150propylloluene
NO uglL
1.0
1
05/07/11 19:38
99-87-6
Methylene Chloride
NO ug1L
2.0
1
05r07111 19:38
75-09.2
4-Methyl-2-penlanone Q016K)
NO ug1L
5.0
t
051071.11 19:38
108-10-1
Methyl-leR•butyl ether
NO uglL
1.0
1
05107/11 19:38
1634-04-4
Naphthalene
NO uglL
1.0
1
05107/11 19:38
91-20-3
Styrene
NO uglL
1.0
1
OW7111 19738
100-42-5
1.1,1.2JelrachIoroethane
NO uglL
1.0
1
05J07111 19:38
630-20-6
1.1,2,2Jet rachloroethane
NO uglL
1.0
1
M07/11 19:36
79-34-5
Tatra ch loroeth e no
48.1 ug1L
1.0
1
05 V11 19:38
127.18-4
Toluene
ND ug1L
1.0
1
05107)11 19:38
108.88-3
Date: 051111201104715 PM
REPORT OF LABORATORY
ANALYSIS
Page 7 of 17
This report shalt rot"reproduced,
oxcept in luil,
wilhoul the written consent of Pace Ana lytica[ Services. Inc..

e
Pace Analytical Services, Inc. Pace Analyucai
Services, Inc.
Pace Analytical Services, =nc.
aeeAna f � i l
205 Eas: Meadow Road - Suite A
2225 Riverside Qr.
98flp Kincey Ave. Suite 100
WWW Pa blabs =
Eden, NC 27288
Ashevike, NC 28W4
Huntersville, NC 28078
[phone]
[phone]
[704]875-9992
ANALYTICAL RESULTS
Project: CMI
Pace Project No.: 9293621
Sample: EBMW-31
Lab ID: 9293621003 Collected. 05/05111 11:50
Received: 05/06/11 14:55
Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6260 MSV Low Level Analytical Method: EPA 8260
1,2,3-Trichlorobenzene
NO UA
1.0
1
05/07111 19:38
87-61-6
1,2,4-Tdchlorobenzene
NO ug1L
1.0
1
05/07/11 19:38
120-82-1
1,1,1-Trichloroethane
39300 ug/L
1000
1000
05/08/11 21:53
71-55-6
1,1,2-Trichloroethane
24.8 ug/L
1.0
1
05/07111 19:38
79-00-5
Trichloroethene
11.6 ug1L
1.0
1
0510711i 19:38
79-01.6
Tric h$of of] uo rome thane
N❑ ug1L
1.0
1
05/07/11 19:38
75-69-4
1,2,3-Trichlorcpropane
ND ugA-
1.0
1
0510711119:38
96-18-4
Vinyl acelate
NO ug&
2.0
1
05/07/11 19:38
10"5-4
Vinyl chloride
1.9 ug1L
1.0
1
05107/11 19:38
75-01-4
m8,p-Xylene
NO ug/L
2.0
1
M07111 19:38
179601-23-1
0-Xylerle
NO ug/L
1.0
1
05/07/11 19:38
95-47-6
4-Bromoiluorobenzene (S)
98 %
70-130
1
05/07/11 19:35
480-00-4
Dibromoflumomethane (S)
45 °%
70-130
1
M07111 19:38
1156a-53-7 S2
1,2-Dichloroelhane-d4 (5)
96 %
70-130
1
05/07/11 19:38
1706D-07-0
Toluene-d8 (S)
96 °%
70-130
1
M7111 19:38
2037-26-5
Sample: EBM W-32 Lab III- 9293621004 Collected: 05/05/11 12.20 Received: 05106111 14 55 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
500
20
05/08/11 12:13
67-64-1
Benzene
NO ug/L
20.0
2D
05/08/11 12:13
71-43-2
Brornobenzene
NO ug/L
20.0
20
05/08/11 12.13
108-86-1
Brornochloromelhane
NO ugfL
20.0
20
05/08/1112:13
74-97-5
Bromodichloromelhane
NO ug/L
20.0
20
05/08/11 1213
75-27-4
Bromoform
ND uglL
20.0
20
05108/11 12:13
75-25-2
Bromomeihane
NO ug/L
40.0
20
05108/11 12:13
74-83-9
2-Butarwne (MEIS)
NO uglL
100
20
05/08/11 12.13
78-93-3
Carton tetrachloride
NO ug/L
20.0
20
05/08/11 12:13
56-23-5
Chlorobenzene
NO ug/L
20.0
20
05/08/11 12,13
108-90-7
Chloroethane
NO ug/L
20.0
20
05/08/11 12:13
75.00-3
Chloroform
NO u91L
20.0
20
05/05/11 12:13
67-66-3
Chiaromethane
NO ug1L
20.0
20
0510B111 12:13
74-87-3
2-Chlorotoluene
NO ug l-
20.0
20
05/08/11 12:13
95-49-8
4-Chlarotoluene
NO ug/L
20.0
20
05108/11 12:13
106-43-4
1,2-Dlbromo-3-chloropropane
NO ug/L
100
20
W0811112:13
96-12-8
❑ibromechloromethane
NO ug1L
20.0
20
0&08111 12:13
124-48-1
1,2-Dibrcmoethane (EDO)
NO uglL
20.0
20
05/08111 12:13
106-93-4
Dibromomathane
NO uglL
20.0
20
05/08/11 12:13
74-95-3
1,2-Dichlorobenzene
ND ug1L
20.0
20
05/08111 12:13
95-50-1
1,3-Dichlorobenzene
NO uglL
20.0
20
D5108/11 12:13
541.73.1
1,4-Dichlorobar,zene
NO uglL
20.0
20
05/06/11 12:13
106-46-7
❑ichlorodifluoromeihane
NO ugA-
20.0
20
MOW11 12:13
75-71-8
11-Dichlooethane
3590 uglL
20.0
20
05/08111 12:13
75-34-3
1,2-Dichloroelhane
NO u9I
20.0
2D
05/08/11 12:13
107-06-2
❑file 05/11/2011 04:15 PM
REPORT OF LABORATORY
ANALYSIS
7h:5 report shall not be reproduced, except
in full,
withoul the written consent of Pace Analytical Services. Inc..
Page 8 of 17

e
Paco An alyticM Services, Inc.
Pace Analytical $ervIces, Inc.
Pace Analytical Savicaa, Inc.
aceAnaliXicai
205 Eas; Meradow Road - Sake
2225 Nvers da Dt.
9800 Kincey Ave. Suite 100
rw.p ca.sy• ��
Eden, NC 272U
Asheville, NC 28804
Huntersvlte, NC 28075
[phone]
[phone]
f704j875-9092
ANALYTICAL RESULTS
Project: C'Ni
Face Project No.: 9293621
Sample; EBMW-32 Lab ID: 9293621004 Collected: OM5111 12:20 Received: 05/06111 14:55 Matrix: Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Oual
6260 MSV Low Level Analytical Method: EPA 8260
11-Dichloroethene
101 uglL
20.0
20
0510811112:13
75-35-4
cis-1,2-Dichloroethene
ND uglL
20.0
20
05/08/11 12.13
156-59-2
trans-1.2-Dichlorcethene
NO uq&
20.0
20
05108/11 12:13
156-60-5
1,2-Dichioropropane
NO uglL
20.0
20
051081t1 12:13
78.87-5
1,3-Dichioropropane
NO uglL
20.0
20
05/08/11 12:13
142-28-9
2,2-Dichkwopropane
NO ug/L
20.0
20
05/08/11 12:13
594-20-7
i,i-Dichloropropene
NO ug1L
20.0
20
05/08111 12:13
563-5&6
cis-1,3-Dichloropropene
NO uglL
20.0
20
05/08/11 12:13
10081-01-5
trans -1,3-Dichlorapropeoe
NO uglL
20.0
20
05/08/11 12:13
10061-02-6
Diisopropyl ether
NO ug/L
20.0
20
05/08/11 12.13
108-20-3
Ethylbenzene
NO u9I
20.0
20
05/08/11 12:13
100-41-4
liexachloro-1.3-butadiene
NA uglL
20.0
ZO
05/08/11 12:13
67-68-3
2-Hexanone
NO uglL
100
20
05108/11 12:13
591-78-6
p4sopropyitoluene
NO u911-
20 0
20
05/08111 12:13
99-87-5
Methy(ene Chloride
NO ug1L
40.0
20
05/08111 12:13
75-09-2
4-Methyl-2-pentanone (MIRK)
NO ug/L
i00
20
05108/11 12713
106-113-1
Methyl-tert-butyl ether
NO ug/L
20.0
20
WOW 1 12:13
1634-04-4
Naphthalene
NO ug/L
20.0
20
05108/11 t2.13
91.20-3
Styrene
NO ug1L
20.0
20
05/08/11 12:13
100.42-5
1,1.1,2-Tetrachloroethane
NO ug/L
20.0
20
05/08/11 12:13
630-20-6
1,1,22-Tetrachloroethane
NO ug1>_
20.0
20
051ff8111 12:13
79-34-5
Tetrachloroethene
NO ugll
20.0
20
05/08111 12:13
127-18-4
Toluene
NO ugA-
20.0
20
05/08/11 12:13
106-88.3
1,43-Trichlorobenzene
NO ug/L
20.0
20
05/08/11 12:13
87-61.6
12,4-Tdchlorobenzene
NO ug/L
20.0
20
05108/11 12:13
120-82-1
1,11-Trichloroethane
1970 ug1L
20.0
20
05/08/11 12:13
71-55-6
1,1,2-Trichloroethane
NO ug/L
20.0
20
05/08/11 12:13
7MO-5
Trtchloroethene
ND uglL
20.0
20
051081111213
79-01-6
Trichiorontioromethane
ND ug/L
20.0
20
05108/11 12:13
75 69-4
1,2,3 -Trichloroprop ane
N❑ ug/L
20.0
20
05/08/11 12:13
96-18-4
Vinyl acetate
NO ug1L
40.0
20
WWI 12.13
108-05-4
Vinyl chloride
NO uglL
20.0
20
05108/11 12:13
75-01-4
rn&p-Xylene
NO ug1L
40.0
20
05108/11 12:13
179601-23-1
0-Xylene
NO ug/L
20.0
20
05108111 12:13
95-47-6
4-Bromofluorobenzene (S)
98 %
70-130
20
05/08/11 12:13
460-00.4
❑lbromofluoromethane (S)
108 %
70.130
20
05108111 12:13
1868-53-7
1,2-DicMoroethene-d4 (S)
112 °%
70-130
20
05/08/11 12:13
17060.07-0
Toluene -dB (S)
102 %
70-130
20
05/08/11 1213
2037.26.5
Rate: 05/11/2011 04.15 PM REPORT OF LABORATORY ANALYSIS Page 9 of 17
This report shall not be reproduced, except In lull.
without the written consent or Pace An alytical Services, Inc..

ace Analytical
Project: CtAl
Pace Project Na.: 9293621
Pace Analytical Services, Inc.
205 East Meadow Roaa - Sulle A
Eden. NC 2720
(336)62"921
Pace Analytical Services, Inc.
2225 Riverside Or,
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Balch: MSVII5147 Analysis Method:
QC Batch Method: EPA 8260 Analysis Description:
Associated Lab Samples: 9293621001, 9293621002, 9293621003
EPA 8260
8260 M5V Low Level
METHOD BLANK: 602974
Matrix: Water
Associated Lab Samples. 9293621001,
9293621002, 9293621003
Blank Reporting
Parameter
Units Result Limit
Analyzed
1,1.1,2-Tatrachloraethane
ug/L
NO
1.0
05107/1114:59
1.1.1-Trichloroethana
ug1L
N❑
1.0
05107/il14:59
1,1,2,2-Telrachtoroethane
uglL
NO
1.0
05/07/il 14:59
1.1,2-Trichloroethane
uglL
N❑
1.0
05M711114759
1,1-Dichloroethane
uglL
N❑
1.0
05J07/1114:59
1,1-Dichlorcalhene
uglL
NO
1.0
05/0711114�59
1,1-Mchtoropropene
ug/L
NO
1.0
05107/1114:59
1,2,3-Trichlorobenzene
ug/L
N❑
1-0
0510711114:59
1,2,3-Trichioropropane
ug/L
NO
1.0
(1510711114:59
1,2,4-Trichlorobenzene
ug1L
ND
1.0
M0711114:59
1,2-0ibromo-3-chloropropane
uglL
ND
5.0
OSIC711114:59
1,2-Dibromoethane (EDB)
uglL
NO
1.0
05/07/11 14:59
1,2-Dichlombenzene
ug(L
ND
1.0
0510711114:59
f,2-Dichloroethane
uglL
ND
1.0
0510711114:59
1,2-Dichloropropane
ug/L
N❑
1.0
0510711114:59
1,3-Dichlorobenzene
ug/L
N❑
1.0
05107/1114;59
1,3-Dichk)ropropane
ug/L
ND
1.0
05107/1114:59
1,4-Dichlorobenzene
uglL
NO
1.0
0510711114:59
2,2-Dichloropropane
ug/L
ND
1.0
0510711114:59
2-Butanone (MEK)
ug/L
NO
5.0
05/07/11 14:59
2-Chlorotoluene
ug/L
NO
1.0
0510711114:59
2-Hexanone
ug/L
NO
5.0
0510-111114-59
4-Chlorotoluene
ug/L
ND
1.0
05107/1114:59
4-Methyi-2-pentanone (MIBK]
ug/L
ND
5.0
05/07/11 14:59
Acetone
uglL
ND
25.0
0610711114:59
Benzene
ug/L
ND
1.0
0510711114:59
Bromobenzene
uglL
NO
1.0
0510711114:59
Bromochlorometharte
ug/L
NO
1.0
0510711114:59
Bromodichloremethane
uglL
N❑
1.0
05/07/11 14:59
Bromofonn
ug(L
NO
1.0
05107/1114:59
Bromomethane
ug)L
NO
2.0
0510711114:59
Carbon tetrachloride
ug)L
NO
1.0
05/07/11 14:59
Ch)orobenzene
uglL
ND
1,0
05/07/11 14:69
Chloroelhane
uglL
NO
1.0
05/0711114:59
Chloroform
u91L
NO
1.0
05/0711114.59
ChWomethane
ug/L
NO
1.0
05107/1114:59
cis-1,2-Dich[circa therie
ug/L
ND
1.0
0510711114:59
cis-1,3-Dichloropropene
ug/L
ND
1.0
0510711114:59
Dibromochtoromelhens
ug/L
ND
1.0
OW0711114:59
Dibromomethane
ug1L
NO
1.0
05107/1114:59
DichlorodlIluoromalhane
ug/L
NO
1.0
0510711114:59
Diisopropyl ether
ug/L
ND
1.0
0S107111 14:59
Ethytbenzene
ug/L
NO
1.0
M0711114.59
Date: 05111/2011 04:15 PM
REPORT OF LABORATORY ANALYSIS
his report shalt not be ro prod u[ed, except in ful,,
withcul the written consent of Pace Analytical Services, Inc..
Qualifiers
Pace Analytical Services, inc.
98W IGncay Ave, Suite 100
Hun}ersville, NC 28078
[phone]
Page 10 of 17

1!;ac Analytical R
W. WCWE'�'S CPT:
P ac it Analytical Services, Inc.
206 East Meadow Road - Suite A
Eden, HC 27288
[phone]
Pace Analytirat SorWces, Inc.
2225 Riverside Dr.
F,5hevilie, NC 25804
[phone]
QUALITY CONTROL DATA
Project: CMI
Pace Project Noz 9293621
METHOD BLANK: 602974
Matrix: water
Associated Lab Samples: 9293621001, 9293621002. M3621003
Blank
Reporting
Parameter
Units Result
Limit
Analyzed
Hexachloro-1,3-buladiene
uglL
N❑
1.0
0510711114:59
m&p-Xylene
ug1L
N❑
2.0
05/0711114:59
Methyl-lert-butyl ether
ug1L
ND
1.0
M07111 14:59
Methylene Chloride
uglL
NO
2.0
05/07/11 14:59
Naphthalene
uglL
NO
1.0
0510711114:59
o-Xyiene
uglL
ND
1.0
05107/1114:59
p-Isopropylloluene
IJA
ND
1.0
OW0711114:59
Styrene
ug1L
ND
1.0
0510711114:59
Telrachlorcethens
ug1L
NO
1.0
05107/1114:59
Toluene
uglL
ND
1.0
051071i114:59
trans-1,2-Dichloroetherie
ugJL
ND
1.0
0510711114:59
trans-11,3-Dichlaropropene
uglL
NO
1.0
0510711114:59
Trichloroelhene
ugrl-
N❑
1.0
0510711114:59
Trichlorofluoromethane
uglL
NO
1.0
OW0711114:59
Vinyl acetate
uglL
ND
2.0
05/07/11 14:59
Vinyl chloride
ug1L
N❑
1.0
OSM7111 14:59
1,2-Dichloroethane-d4 (S)
%
120
70-130
05107/11 14:59
4-Bromofluorobenzene (S)
%
95
70-130
M07111 14:59
Dibromofluoromethane (S)
%
121
70-130
05/07/11 14:59
Toluene-d8 (S)
0i;
100
70-130
05/07/11 14;59
Qualifiers
LABORATORY CONTROL SAMPLE.
Parameter
502975
Units
Spike
Corte.
LCS
Result
LCS
% Rec
% Rec
Limlls
1,1,1,2-Telrachloroethane
ug1L
50
57.5
115
70-130
1,1,1-Trichiorcethane
uglL
50
55.8
112
70-130
1,1,2,2-Tetrachloroelhane
uglL
50
54.5
109
70-l30
1,1,2-Trichloroelhane
uglL
50
56.5
113
70-130
1,1-Dichloroethane
uglL
50
56.8
114
70-130
1,1-Dichloroethane
uglL
50
55.8
112
70.132
1,1-Dirhioropropene
uglL
50
54.4
109
70-130
1,2,3-Trichlorobenzene
uglL
50
52.7
105
70.135
1,2,3-Trichicropropane
uglL
50
54.6
109
70.130
1,2,4-Trlchlorobenzene
uglL
50
49.4
99
70.134
1,2-01bromo-3-chloropropane
ug1L
50
50.6
101
70-130
1,2-Dibromoethane (EDB)
ug1L
50
57.7
115
70-130
1,2-DichIorobenzene
uglL
50
56.6
113
70-130
12-Dichloroethane
uglL
50
54.7
109
70-130
1,2-Dichloropropane
uglL
50
54.4
109
70-130
1,3-Dichlorobenzene
ug1L
50
56.8
114
70.130
1,3-Dichioropropane
ug1L
50
56.9
114
70-130
14•Dichhorobenzene
ug)L
50
52.9
106
70-130
2,2-Dichlorepropane
uglL
50
55.9
112
58-145
2-Butanone (MEK)
u91L
100
110
110
70-145
2•Chlorotoluene
uglL
50
58.6
117
70-130
Pace Analyllcaj Services, Inc.
9800 IGncey Ave. Suite 100
Huniersvdle, NO 28075
(704]875-9092
Qualifiers
Date: 05/11/2011 04:15 PM REPORT OF LABORATORY ANALYSIS Page 11 of 17
`n s report snail riot be reproduced, except Ln tuil,
without the written wrisant of Pa ce Analytical Services, inc..

aceAna&lical
WWW oxc kaAl =-
Project- CM1
Pace Project No.. 92,33621
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27286
[phone]
Pace Analytical Services, Inc.
2225 Riverside Or.
Ashevitle, NC 28604
(a28)254-7176
QUALITY CONTROL DATA
LABORATORY CONTROL SAMPLE:
Parameter
602975
Units
Spike
Canc.
LCS
Result
2-Hexanone
ug1L
!DO
97.0
4-Chlorotaluene
ug+L
50
SO.D
4-Methyl-2-pentanone (Ml6K)
uglL
100
97.0
Acetone
uglL
100
107
Benzene
uglL
50
55.4
Bromobenzene
ugX
50
54.4
Bromochloromethane
ug1L
50
55.0
Bromodiahbromethane
uglL
50
57A
Bromororm
uglL
50
51-2
Bromomelhane
ugk
50
44-5
Carbon tetrachloride
uglL
50
53A
Chtorobenzene
uglL
So
54.3
Chloroelhane
uglL
50
60.0
Chloroform
ugA-
50
54-7
Chloromethane
uglL
50
42.5
cis-1,2-Dichioroethene
ugA-
50
53.8
cis-1,3-Dichiaropropene
uglL
50
50.D
Dlbromachtoramethane
ugA-
50
57.3
Dibromomethane
uglL
50
55-2
DichlorcdMuoromethane
uglL
50
47.1
Diisopropyl ether
uglL
50
54.7
Ethylbenzene
uglL
50
59.5
Hexachloro-1,3-butadiene
uglL
50
54.5
m&p-Xylene
ug1L
100
120
Methyl-tert-butyl ether
uglL
50
55-9
Methylene Chtoride
ug&
50
56.6
Naphthalene
ug)L
50
50.0
o-Xylene
uglL
50
54-6
p-Iscpropyltoluens
uglL
50
54.6
Styrene
ugIrL
5G
55.0
Tetrachtorcethene
uglL
50
56.0
Toluene
uglL
5o
54.6
trans-1,2-Dichloroethene
uglL
50
55.0
trans-1,3-Dichloropropene
uglL
50
49.7
Tdchloroethene
uglL
50
58.8
Tdchlorofluoromethane
ug1L
50
51-5
Vinyl acetate
uglL
1 GO
106
Vinyl chloride
uglL
50
51.6
1,2-Dichloroethane-d4 (S)
%
4-Bromofluoroberrzene (S)
%
Dibromafluoromethane (S)
%
TOluene-dS (S)
%
LCS
% Rec
% Rea
Limits
97 70-144
120 70-130
97 70-140
107 50-175
111 70-130
109 70-130
110 70-130
115 70-130
102 70-130
89 54-130
106 70-132
109 70-130
120 64-134
109 70-130
85 64-130
108 70-131
100 70-130
115 70-130
110 70-131
94 56-130
109 70-130
119 70.130
109 7G-130
120 70.130
112 70-130
113 63-130
1GO 70-138
109 70-130
109 70-130
110 70-130
112 70.130
109 70-130
110 70-130
99 70-132
118 70-130
103 62-133
106 66-157
103 69-130
96 70-130
102 70-130
98 70-130
100 70.130
Pace Analytical Services, Inc-
9300 Klrrcey Ave. Suite 100
Hunters0e, NC 280743
(704)875-t3092
Qualifiers
Date: 05/11/2011 04:15 P110 REPORT OF LABORATORY ANALYSIS Page 12 of 17
This report shall not be reproduced, except In full,
without the wrl tie consent of Pace
An alyllcal Services, Inc..
. � •i l lG�1rr

aceAnaiXiCal�
www.:ep7.�6s �.,m
Project. CMI
Pace Project No.: 9293621
Pace Analytical Services, Inc.
205 Easi Meadow Road - SuitoA
Eden. NC 2728E
(335)623•8921
Pace Analytical Services, Inc.
2225 Riverside Or
A5hevile, NC 28W4
(B28)254-7176
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincr ryAve. Suite 100
i-luniersville, NC 23078
(704)67Fr9092
MATRIX SPIKE & MATRIX SPIKE DUPLICAM.
602976
602977
NIS
MSD
92916480111
Spike
Spike
MS
MS❑
MS
MST]
%Rec
Parameter
LIMS
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Rua[
1,1-Dichloroethene
uglL
ND
50
50
58.5
62.9
117
125
70-166
7
Benzene
ug/L
0.84J
50
50
52.6
57.0
103
112
70-148
8
Chlorobenzene
ug/L
ND
5o
50
53.6
57A
107
114
70-146
7
Toluene
uglL
ND
50
50
53.9
57.3
108
115
70-155
6
Tridliorcethene
ug/L
0.511
50
50
49.2
52A
97
105
69-151
7
1,2-DicNorcethane-d4 (S)
%
114
114
70-130
4-Bromofluomberzene (S)
%
92
90
70-130
Dibromofluorometharle (S)
%
111
114
70-130
Touene-d8 (S)
%
93
93
70-130
Date: 05/11/2011 04:15 PM REPORT OF LABORATORY ANALYSIS Page 13 of 17
This report shall not be reproduced, except in full,
without the written consent of Pace An aIyticai Services, 1nc..

/ a 2
aceAnalyfical
wwx:yyuain:s ^:,.r
Project: CMI
Pace Project No.: 9293621
Pace Analytical Semites, Inc.
205 East Meadow Read - Suite A
Eden, NC 27288
(338)623-882l
Pace Anarocal Servicai, Inc.
2225 Riverside Dr.
Asheville. NC 2UO4
[phone]
QUALITY CONTROL DATA
Pace Analyttcai Services, ioc.
9800 Kincey Ave. Suite 1 DO
Huntersvillo, NC 28078
[phone]
QC Balch. MSV115148
QC Batch Method. EPA 8260
Associated Lab Samples:/3293621004
Analysis Method.
Analysis Description:
EPA 8260
8260 MSV Low Level
METHOD BLANK: 603096
Matrix: Water
Associated Lab Samples: 9293621004
Blank Reporting
Parameier
Units Result Lund
Analyzed Qualirpers
1,1,1,2-Tetrachloroelhane
ug[L
N❑
1.D
051081tl 09A8
1,1,1-Tdchioroelhane
ug/L
NO
1.0
0510811109.48
1,1,2,2-Telrachloraethane
ug1L
ND
1.0
0510811109:48
1.1,2-Trichloroothana
ug/L
ND
1.0
0510811109:48
1,1-Dichloroethane
ug1L
ND
1.0
0510811109:48
1,1-Dichloroethene
ug1L
ND
1.0
05/0811109:48
1,1-Dichloropropene
ug/L
NO
1.0
05/0811109:48
1,2,3-Trichlorobenzene
ug/L
NO
1.0
0510811109:48
1,2,3-Trichloropropane
ug/L
ND
1.0
0510811109:48
1,2,4-Trichlorobenzane
uglL
ND
1.0
051a811109:48
1,2-Dibrorno-3-chloropropane
ug/L
N❑
5.0
05108/1109:48
1,2-0ibromoelhane (EDB)
ug/L
ND
1.0
05/08/11 09AB
1,2-Dichlorvbenzene
uglL
NO
1.0
OSM811109:48
1,2-❑ichlomethane
ug/L
ND
1.0
05/0811109:48
1,2-Dichloropropane
ug/L
ND
1.0
0510811109:48
1,3-Dichlorobenzene
ug/L
NO
1.0
0510811109:48
1,3-Dichloropropane
t4L
NO
1.0
0510811109A8
1,4-Dichlorobenzene
ug1L
NO
1.0
0510B11109AB
2,2-01 chi oropropane
ug1L
NO
1.0
05/08/1109:48
2-Butanone (MEK)
ug/L
ND
5.0
05/08/11 09.48
2-Chlcroloiuene
ug)L
NO
1.0
0510811109.48
2-Hexanone
ug/L
ND
5.0
0510811109:43
4-Chlorololuene
ug1L
NO
1.0
05/0811109:48
4-Melhyl-2-pentanane (MIBK)
uglL
ND
5.0
051a6111 09:48
Acetone
ug1L
ND
25.0
051DB/l 1 09:48
Benzene
ug/L
N❑
1.0
0510811109:48
Bromobenzene
ug1L
ND
1.0
05(0011109:48
Bromochlommethane
ug/L
ND
1.0
0510811109:48
Bromedichloromethane
ug/L
ND
1,0
0510BJll09:48
Bromcfarm
ug1L
NO
1.0
05MEVIl09.48
Bromomethane
uglL
NO
2.0
0510B11109A8
Carbon tetrachloride
ug/L
NO
1.0
0510811109:48
Chlorobenzene
ug
ND
1.0
0510811109.48
Chloroethane
uglL
NJ)
1.0
0510811109:48
Chloroform
ug/L
ND
1.0
05108/1109,48
Chlaromelhane
ug/L
NO
1.0
0510811109:48
cis-1,2-0ichloroethene
ug/L
NO
1.0
0510811109:48
cis-1,3-Dichiorepropene
ug/L
ND
1.0
051081110948
❑ibromochimmethane
ug/L
N❑
1.0
0510811109748
Dibromomethene
uglL
ND
1.0
05108/1109.-48
Dichiorodiiluommethone
uglL
N❑
1.0
0510811109:48
Diisopropyl ether
uglL
NO
1,0
05/08/11 09AS
Ethylbenzene
uglL
ND
1.0
0510811109A8
Date: 05/11/2011 04:15 PM
REPORT OF LABORATORY ANALYSIS Page 14 of 17
This *por; shall net be ruproouced, excapl
In full,
without the written consent of Pace Analytical $eMces, Inc..

-�aceAnalytrca,t
www.pe0H9bs.cem
Project. CMI
Pace Project No.: 9293621
Pace Anal yticaf 5"ices, Inc.
205 Fast Meadow Road - Suite A
Caen. NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
AOeville, NC 28804
(r328)254.7176
QUALITY CONTROL DATA
METHOD SLINK: 603096
Associaled Lab Samples:
Parameter
9293621004
Units
Matrix: Water
Blank Reporting
Result Limit
Analyzed
Hex achIcro-1,3-butadlene
ug/L
NO
1.0
05/t! 8!11 09:48
m&p-Xylene
ug/L
ND
2.0
05/08/11 %48
Methyl-tert-butyl ether
ug/L
NO
1.0
05/08/11 09:48
Methylene Chloride
ug/L
NO
2.0
05/08/11 09!48
Naphihalene
ug)L
ND
1.0
0510811109,48
O-Xylene
ugJL
NO
1.0
0510811109:48
P-Isopropylloluene
ug&
NO
1.0
05M/1109:48
Styrene
ugIL
NO
1,0
05108/1109A8
Tetrachloroethene
tiglL
NO
1.0
05/0811109:48
Toluene
uglL
NO
1.0
0510811109A8
trans-1.2-Dichloroethene
UA
N❑
1.0
05108/1109:48
trans-1,3-❑ichloropropene
ug1L
No
1.0
0510811109748
Trichloroethene
ug1L
ND
1.0
0510811109748
Trichlorofluoromethane
ug/L
ND
1.0
0510811109:48
Vinyl acetate
ug/L
ND
2.0
05108/11 09:48
Vinyl chloride
ug1L
ND
1.0
05)09111 0948
1.2-DieNoroethane-d4 (S)
%
115
70-130
05IM11 09:48
4-Sromalluorobenzene (S)
%
97
70-130
05/08/11 09:48
Dibromofluoromethane (S)
%
110
70-130
05/08/11 09.48
Toluene-d8 (S)
%
100
70-130
05/08/11 09:48
Qualifiers
V+BQRATORY CONTROL SAMPLE:
Parameter
603097
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,1,1,2-Tetrachlorcethane
ug1L
50
55.0
110
70-130
1, 1, 1 -Trichloroetha no
ug/L
50
55.2
110
70-130
1.1.2,2-Tetrachloroethane
ug/L
50
52.3
105
70-130
1,1,2-Trichloroethane
ug1L
50
51.8
104
70-130
1,1-Di0ioroethane
uglL
50
54.2
108
70.130
1,1-Dichloroelhene
uglL
50
56.4
113
70-132
1,1-Dichlaropropene
uglt
50
48.7
97
70-130
1,2,3-Trichlorobenzene
ug/L
50
58.1
116
70-135
1,2,3-Trichloroproparle
ug1L
50
51.1
102
70.130
1,2,4-Trichlorobenzene
ug/L
50
54.6
109
70-134
1,2-Dibromo-3-chloropropane
ug1L
50
58.3
117
70.130
1,2-Dibromoethane (EDS)
ug/L
50
52.5
105
70-130
1.2-Dichlorobenzene
uglL
50
50.1
100
70-130
1,2-Dichlomethane
uglL
50
55.1
110
70-130
1,2-1)ichloropropane
uglL
50
49.9
100
70-130
1,3-Ol0lorobenzene
ug/L
50
50.6
101
70-130
1,3-Dichloropropane
ug/L
50
51.4
103
70-130
1,4-Dichlornbenzene
ug1L
50
49.4
99
70.130
2,2-Dlchloropropane
uglL
50
57.0
114
58-145
2-Buianone (MEK)
uglL
100
116
116
70-145
2-Chlorotoluene
ugfL
50
50.6
101
70-130
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersvttle, NC 28078
[phone]
Qualifiers
Date: 05/11/2011 04:15 PM REPORT OF LABORATORY ANALYSIS Page 15 of 17
This report shall not be reproduced, except In full,
without the written consent a Pace Analytical Services, Inc..

aceAnalytcal
w wp&-&%r6s.ma
Pace AnatylieaI Services, Inc.
205 East M8adow Road - Suila A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Rivers de Dr.
Asheville, NC 28804
{828}254.1116
QUALITY CONTROL DATA
Project: CMI
Pace Project No.: 9293621
LABORATORY CONTROL SAMPLE.
603097
Spike
LCS
LCS
°I Rec
Parameter
Emits
Conc.
Result
Yo Rec
Limits
2-Hexanone
4L
100
114
114
70-144
4-Chloratoluene
uglL
50
54.5
109
70-130
4-Methyl-2-pentanone (MIBK)
uglL
100
109
109
70-140
Acetone
ug1L
100
123
123
50-175
Benzene
uglL
50
48.8
96
70-130
Bromobenzene
uglL
50
51.3
103
70-130
Bromachloromethane
ug(L
50
50.6
101
70-130
Bromodichloromethane
uglL
50
54.8
110
70-130
Bromeform
ug)L
50
56.3
113
70-130
Bromemethane
ug1L
ra0
61.3
123
54-130
Carbon tetrachloride
uglL
50
53.2
106
7D-132
Chlorobenzene
uglL
50
50.1
100
70-130
Chloroethane
4L
50
51.3
103
64-134
Chloroform
uglL
50
54.7
109
70.130
Chloromethane
u911-
50
52.4
105
64-130
cis-1,2-Oichlaroethene
uglL
50
52.1
104
70-131
cis- 1,3-Dichlempropene
uglL
50
55.7
111
70-130
Dibramochloromelhane
ug1L
50
54A
109
70-130
Dibrom,omethane
ug&
50
52.8
106
70-131
DicNorodifluoromethane
uglL
50
51,3
103
56-130
❑iisopropyl ether
ugA-
50
52.1
104
70-130
Ethylbenzene
ugll-
50
52.0
104
70-130
Hexacbloro-11.3-butadiene
uglL
50
49.4
99
70-130
m&p-xylene
ug1L
100
105
105
70-130
Methyl-tert-butyl ether
uglL
50
54.3
109
TG-130
Methylene Chloride
uglL
50
50.3
101
63-130
Naphthalene
uglL
50
60.2
120
70-138
o-Xylene
ugA-
50
54.2
108
70-130
p-tsopropylloluene
uglL
50
53.9
108
70-130
Styrene
tig1L
50
50,1
100
70130
Tetrachloroethene
uglL
50
54.1
108
70-130
Toluene
uglL
50
45$
97
70-130
trans-1,2-Oichtoruethene
ug1L
50
52.3
105
70-130
trans-1,3-Dichloropropene
ugll_
50
53A
106
70-132
T6chlorcethene
ug1L
50
52.6
105
70-130
Trichlorofluoromelharie
uglL
50
56.5
113
62-133
Vinyl acetate
ug&
100
120
120
66-157
Vinyl chloride
uglL
50
52.0
104
69-130
1,2-Dichloreelhane-d4 (S)
%
102
70-130
4-Bromoftuarobenzene (S)
%
102
70-130
Dibromoftuoromethane {S)
%
101
70-130
Toluene-0 (S)
%
99
70-130
Pace Analytical Serv1cws, Inc.
9800 Kincey Ave. Suite 1 W
Hunlersville, NC 28078
(704}875-9092
Qualifiers
Dale 05/11/2011 04:15 PM REPORT OF LABORATORY ANALYSIS Page 16 or 17
This report shall nat be reproduced, ekcept in full,
wil hoot She written consent or Pace Analytical services, Inc..

,xe;�
www Pa�6:aSs.[:m
Project CMI
Pace Project No.: 9293621
DEFINITIONS
Pace Analytical Services, inc.
205 East Meadow Road - Suite A
Eden, NC 272BB
(338)623-952:
QUALIFIERS
Pace AnatyIle at 5"icer, Inc.
2225 Riverside Dr.
Asheville, NC 28W
[phone]
Pace Analytical Services, Inc.
%00 KnceyAve. Suits 100
Hun!ersville, NC 28078
(704)875-W92
bF - Dilution Factor, If reported, represents the fa et or applied I the reported data due to changes in sample preparation, ditulion of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting Dmit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
S - Surrogate
1,2-13lphenylhyidrazine (8270 listed analyze) decomposes to Azobenzene.
Consistent with EPA guidelines, unfounded data are displayed and have been used to calculate % recovery and RP values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Lip
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylarnine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Ana lyztcaI is NELAP accred Ile d. Contact your Pace PM for the current list of accrediled analyzes.
LABORATORIES
PASI-C Pace Analytical Services - Charlotte
ANALYTE QUALIFIERS
S2 Surrogate recovery outside laboratory control limits due to matrix interferences {confirmed by similar results from sample
re -analysis}.
Date- Ob111/2011 04 15 PM REPORT OF LABORATORY ANALYSIS Page 17 of 17
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a i�,��4
:. '�.

2ceAnal4ical -
CHAIN -OF -CUSTODY I Analytical Request Document
The Chain -&-Custody is a LEGAL DOCUMENT. All rclovant fields must he completed acaaataiy.
i�
. --- -...,-
Page: of
3ectt�n
A Section B Section C
1478471
R.qr.
ad Giant Infomimon. Required Proiaci I'NomW!tOn� Invo.ce lnlo a lone
ny: Repod To Anern on.
core
L T r L
.4ddre
s! f r � 1
p�
Cagy TO; n ++ L
fin S Ar-tT�
�
m
Company Name:
REGULATORY AGENCY
G
F NPDE3 r GROUND WATER i— DRINKING WATER
UST RCRA r OTHER
Email
o: �P. C
Pvchase Drd ra 14"..
Pace 9uwc
t
a�eo�e;
P
Fax
PrOprl Name
P" Proj.cl
Site Locsllon
Manager:
R.
ud pu. DitalFAT: h p
Prv1eC Nutn.bar ,L tfD , `�`-
P Prono s. .2 -7 7
Requested
Analysis
Fl[tered
(YIN)
��I
SI-vn
"' D Madt. Coda0
x
a
t.wcaw�+l mhmrwm �ryTH % , cr.,F
8
COLLECTED
Prosorvnlhrus
�
Drantt7 Water OW
g
V
Water WTWaste
$
ci
tcurvane
Product !IK e
y
�p
cn«rc3i*e
STMT
kNWiJNa
w
SvWSaud SL
0
rn
SAMPLE ID ow L
?
LA•Z, 0-91: Y Alf AR
Sample 16s MUST 9E UNlgllE TS
❑w❑
❑
�
w
n
fi
C
y
l41
!c
Other Dr
ou,.r
x
w
'wv
L>
Q
uo
4
0
W
DATE
TIME
DATE
TIME
x
z
z
mi
D
T
Pace Project No./ Lam I.O.
2
>.�
, tia
� 6t�ti•- - �Z
��La
3
6
7
B
9
16
1t
l2
ADDITIONAL COMMENTS
RELIN,]LOSHM BY (AFFILIATION
DATE
TIME
AC D AFIt
T1oN
D E
TIME
SAMPLE CONDIMN5
t
6 V
A A VA 411
3
_
6 L.c
SAAAPLER NAME AND VGNATURE
a
ORIGINALr
y
V
z
PLAINT Nam. of SAMPLER;
i
SIGNATURE of SAMPLER: `
DATE
-Y w—v -- aam yar .r0 acropw* rara's NEf W my pwMw lem,. and .pmNrq tv lat. urge. w 1.6%p6r moeln for any ewaa.. bt paid _Vd. 30 d.y.. F-ALL •Q-naflr.w R7

- . . so ■ • -
^, .. �Face.4nalyfrcal -- - . -- - - - -
Client Name: �— Project # � 2`3(c, z
Where Received: Zuntersville ❑ Asheville ❑ Eden
Courier: ❑ Fed Ex ❑ UPS ❑ USPS ❑ Client ❑ C mercial Pace Other Optional -
Custody
y no Seals intact: ❑ yes ❑ no Projy flue,Date- T--
Sea! an Cooler/Box Present: ❑ pro.w
Packing Material: ❑ Bubble Wrap ubble Bags ❑ None ❑Other
Thermometer Used: lR Gun : T1101 Type of lie: a Blue None Samples on ice, cooling process has begun
Temn rnrrA.rfinn Farfnr- Add f Suhtmet n •r-
Corrected Cooler Temp.: C
$lolo Biological Tissue Is Frozen: Yes No
S
Date and Initial of p e Ining
contents:
Temp should he above freezing to VC
Comments:
Chain of Custody Present:
ye ❑No
DMA
1.
Chain of Custody Filled Out:
yes No
❑wA
2-
Chain of Custody Relinquished:
res ONo
OwA
3,
Sampler Name & Signature on CDC:
yes No
❑NIA
4.
Samples Arrived within Hold Time:
res ❑No
❑NiA
5-
Short Hold Time Analysis (e72hr)-
Dyes No
❑wA
6.
Flush Turn Around Time Requested:
Oyes ON-
C311A
7,
Sufficient Volume:
res ❑No
©TA
g.
Correct Containers Used:
yes ❑No
❑NIA
g.
-Pace Containers Used:
.Gres ❑No
❑NIA
Containers Intact:
Elyes ONO
OMAA
0-
Filtered volume received for Dissolved tests
Dye s No
fA
11,
Sample Labels match COC: 51(CII<
s o
❑wA
12. 0-- q r7R3 tlra �¢
-Includes dateltimellalAnalysis Matrix:
All containers needing preservation have been checked.
es ONO
©NIA
13.
All containers needing preservation are found to be in
es ❑Na
❑N1A
compliance with EPA recommendation-
exception9' VOA, coliform, TOC. OdG, WI•DRO (water)
Dyes ❑No
Initial when compketed
Samples checked for dechlorination:
Dyes ❑Na
OINIA
14.
Headspace in VOA Vials f >6mmj:
Dyes 2<o
❑NA
15,
Trip Blank Present:
Dyes ❑No
!A
16.
Trip Blank Custody Seals Present
Oyes ❑No
A
Pace Trip Blank Lot # (if purchased):
Client Notification) Resolution: Field Data Required? Y r' N
Person Contacted: Date/Time:
Comments' Resolution:
SCURF Review;,_1 Date; .�!— t SRF Reviev
Note: Whenever tt a discrepancy affecting North Carolina compliance samples, a copy
Certification Office ( Le out of hold, incorrect preservative, out of temp, Incorrect containers)
form wilf be sent to the North Carolina DEHNR
F-C H R-CS-003-rev.03 13Apr2011

NCDENR — Remedial Construction Completion Repon July 20, 2011
MAC7EC Project 6628-08-4691 NVNCDOOM92
APPENDIX E
INJECTION FIELD FORMS AND LOCATION PLAN

►4
1
-
i
�AIAW-2 �'
EBMW-15
i. ARE/\ C (NOT COMPLETED)`
— ,.
/
/-
mm
EBMW-23
BRICK MANHO 8-x6 h
M'�!E r
x •S_�y �ss
Ty—
EBIrW—I� a -is vil_es
EBMW-24 A_a,
• \ �•� _H,
6-xa
EBMW--16 e_i l$s
~ k
t
A-9O
Se
H-9
A 6x• A-i7
A-66
fi�
14 F
/ EBMw-27
EBMw-18 W 5 I �rss
EBMw-11 S �' r. A-7
"-On
F-a' -pH
0-+7
B-+' a-�� a-;x s_,� Lit
EBMw-22
a-,i0-5 34 9-1
0-1
lEBMw-28
A-;s � � � �
A-'% N.
BMW-14 •,
a-� i
a-i Q-] EBMw-6�
1
A- xI r
A41 A-71 , �
\
Jj+1
_
A 48
A_73 MW
4Wl,1
qf.A
, AG
A. ��'•
A -By f6�
A-x7 -
AREA B
_Sy�-�
A-" EBMw-10 \�,.
F-2t . EBMw-21 E W-7 N
OEBMW-12
y I�I�
A-]s EB1Aw-25 A-% A-iA ♦.
�[j]y ]6 A A--7y
T� A•30 A-xy 1*1
A-62
`�• A-6
IW
A_-12+A A-yx
is A-A5
-59 A-w
•-IQ A-i9
A-U A�j.l + A A-36 A_x+ A-• t
A 16A
A..i A -ix EBMW-3
NO7£S:
.-As
A-aT
EBMW-3 . AREA
A
BASE MAP AFTER SPATCO ENVIROMENTAL
SERVICES
A-50 1-14 A-/7 A-jx
A-07 A-N F-{{ A-;/ -91
AAI F-4 A-10 fl3
EBMW-13 A-b —
IV A-11 — — A-1 A:y A-3
I -5./ •-. — EBMW-30
mmEBMw-19
6TT A ] -�
I A-1
YADM )rTGP OI 6AInf K
/ rAppl 9n"ER
I �
L EXPLANATION
DRAWING No. 9-179D. FIGURE 2
ytiR MONITORING WELL LOCATIONS AFTER BLlNN
ENGINEERING SURVEY MAP, PROJECT NO. 8020603
fLpw 6/6/04 (REWISED 10/24/05 and 10102106)
SELECT MONITORING WELLS SURVEYED BY R.B. PHARR
ON 6123111, ALONG WITH THE LOCATION OF ALL
TEMPORARY INJECTION POINTS.
STREAM
OVERBURDEN WELLS
- — — - PROPERTY LINE
E
BEDROCK WELLS
—a— SEWER LINE
UPPER BEDROCK INJECTION WELL (25-45•)
— — — — APPROXIMATE TOP OF BANK
I
PILOT TEST INJECTION WELLS (ABANDONED)
A-/
TEMPORARY OVERBURDEN INJECTION POINT
APPROXIMATE SCALE IN FEET
IMACTEC
MON EK TCTAC A CASK Mr AC.
CHARLOTTE• HARM CAII"A
AS BUILT INJECT10N PLAN
CMI WWTP
ELKIN, SURRY COUNTY. NORTH CAROLINA

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: �- Date Drilled: J' /G - Borehole Depth: �y
Date Borehole
Date Injected: Abandoned:
Time Start injection: Time Finish Injection:
Lin 1
Lift 2
Lift 3
Notes
Lift depth
- a0d
D3' - 17'
Gals Solution
CYS,
i-�_
Pumping Rate
575
7 S
$�
COMMENTS: Field Rep-: Yh • k� -
Borehole Number: A- 0 Date Drilled: Borehole Depth: {
Date Borehole
Date Injected: 1t; - I! Abandoned: S •� I r
Time Start injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
D6 - a
Gals Solution
9_5
Pumping hate
COMMENTS: Field Rep-: r'''
Borehole Number: 1�)- Date Drilled: Borehole Depth!
Date Borehole
Date Injected: Abandoned: S -17- Il
Tirne Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3 Notes
Lift Depth
9 : Z)-7'
Gals Solution
Pumping Rate
�•
COMMENTS: Field Rep-: M EC

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: ' Hate Drilled: 5-- / 7 - I ( Borehole Depth 6
Date Borehole
Date Injected: S 17- II Abandoned: .S- I V- II
Time Start Injection: Time Finish Injection:
Uf! 1
Lift 2
Lift 3
Notes
Lift Depth
06
Gals Solution
Pumping Rate
COMMENTS: Field Rep.: - in-` K -
Borehole Number: r Date Drilled: 1 7 Borehole Depth: a�S
Date Borehole
Date injected. Abandoned: '9-12. II
Time Start Injection: Time Finish Injection:
Lift 1
laft 2
Uf# 3
Notes
Lift Depth
Gals Solution
a
�S
Pumping Rate
S:.S`
COMMENTS: Field Rep.:
a
Borehole Number: fit- 6 Date Drilled: Borehole Depth:
_ Date Borehole
Date Injected: J' J 7� Abandoned: 'S 47 P
Time Start injection: Time Finish Injection:
Lift 1
Lift 2
Lilt 3 Notes
Lift Depth
g1 = ���
�` - f 7'
1;7'
Gals Solution
Pumping Rate
COMMENTS: Field Rep.: l�'1
6,ev. ItP : t4�--'7
4. ff = Z�f-zo
�1�7 I rl (i•�j.oF �k a►a�v� Z y
ZC!-17
F- S�

FIELD FORM - SOIL BORING AND INJECTION RECORD
hg"� ?/I C1 r I
Borehole Number: Date Drilled: �j -%� /� Borehole Depth: 00
Date Borehole
Dateinjected: Abandoned:
Time Start Injection: Time Finish injection:
Lift I
Lift 2
Litt 3
Notes
Lift Depth
a�v1- / �'
19 - /
/'7
Gals Solution
1?
Pumping Rate
$T•S"
COMMENTS: Field Rep.: �t -
Borehole Number. Date Drilled:. '/ I� Borehole Depth:
Date Borehole
Date Injected: rr- f, Abandoned: J ' /,f-
Time Start Injection: Time Finish Injection:
Lit 1
Lift 2
Litt 3
Notes
Lift Depth
3 - a n%
fl' - ) 7
/7•' I
Gals -Solution
Pumping Rate
{�
COMMENTS. Field Rep.: � • kL
Borehole Number: /+-/o Date Drilled: it Borehole Depth:
Date Borehole
Date Injected: Abandoned:
Time Start Injection: Time Finish injection:
Lift I
Lift 2
Lift 3 Notes
Lift Depth
;;)3• P3
p'- /7'
17 1
Gals Solution
Pumping Rates
COMMENTS: Field Rep.: �1 �.

FIELD FORM - SOIL BORING AND INJECTION RECORD
AWL--, (M Il
Boreho her: - fl Date Drilled: Il Borehole Depth:
Date Borehole
Date Injected: Abandoned:
Time Start Injection: Time Finish _1vidTom
Lill 1
Lift 2
Notes
Lift Depth
Gals Solution
Pumping Rate
COMMENTS: field Rep_: YV\ %
Borehole Number: - g Date Drilled: P Borehole Depth:
Date Borehole
Date Injected: Abandoned: Il
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
04�-- 0 1
/7- /
Gals Solution
Ps
Pumping Rate
if
5�
COMMENTS: Field Rep.:
Borehole Number: Date Drilled: ' 1 rr- I Borehole Depth: a
_ Date Borehole
Date Injected: - / Fr- p Abandoned. -
Time Start Injection: Time Finish Injection:
Litt 1
Lift 2
Lift 3 Notes
Lift Depth
a t% - [
al'/7
/P /�/_
Gals Solution
Pumping Rate,
5`
COMMENTS: Field Rep.: t

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: /3 Date Drilled: �`'g. I t Borehole Depth: Jq
Date Borehole
Date Injected: 1 Abandoned: A9-I1
Time Start Injection: Time Finish injection:
Lift I
Lilt 2
Lifr33
Notes
Lift Depth
1
1-7- 17
Gals Solution
�s
�S
rr
Pumping Rate
6-. S
COMMENTS: Field Rep.: WI ►��
Borehole Number: Date Drilled: Borehole Depth:
Date Borehole
Date Injected:- /9- !L Abandoned: J/
Time Start Injection: Time Finish Injection:
Lill 1
Lift 2
Lift 3
Notes
Lift Depth
I
of - 17
f J / y
Gals Solution
'Ps-
Pumping Rate
<_ 3r
COMMENTS: Field Rep.: ft,\
Borehole Number: ] - f Date Drilled: 5 19 - It Borehole Depth: 96
Date Borehole
Date Injected: Abandoned:
Time Start injection: Time Finish injection:
Lift 1
Lift 2 Lift 3
Notes
Lift Depth
6 - da
- f ,y %,?-
Gals Solution
i
Pumping Rate
COMMENTS: Field Rep.:

FIELD FORM - SOIL BORING AND INJECTION RECORD -
Borehole Number: - ( Date Drilled: I`P' I Borehole Depth: 0471 +
Date Borehole
Date Injected: Abandoned: j J ef- f1
Time Start injection: Time Finish Injection:
Lift 1
Lift 2
Litt 3
Notes
Lift Depth
- do
901 /6
161 /�
Gals Solution
Pumping Rate
�.
COMMENTS: Field Rep_:
Borehole Number: A - &/'7 Date Drilled: 19 ' d Borehole ❑epth: ov
Date Borehole
Date Injected: Abandoned: 9
Time Start injection: Time Finish injection:
Lift 1
Lift 2
Litt 3
Notes
Lift Depth
Q' '% '
f i - 1 S
�---
Gals Solution
Pumping Rate
K
COMMENTField Rep._
Borehole Number: Date Drilled; Borehole Depth:
Date Borehole •
Date injedted::.. - 11 Abandoned: 5--1,9 — r+
Time Start
Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
Gals Sol
Pumpin '
S
r
COMMENT& - Field Rep.: (� •�
µ_.

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: Date Drilled: /9-�� Borehole Depth: COO,
Date Borehole
Date Injected: Abandoned: <_
Time Start Injection: Time Finish injection -
Lift 1
Litt 2
Lift 3 i
Notes
Lift Depth
Do -!r-7'
12 - Pr
Gals Solutions
j
Pumping Rake
6 • S
6. S
sr 5-
COMMENTS: Field Rep.:
Borehole Number. A- ao Date Drilled: Borehole Depth: go `
Date Borehole
Date injected: - I Abandoned:- 19 it
Time Start Injection: Time Finish injection:
Lift l
Litt 2
Ld 3
Notes
Lift Depth
j- )'7
IT—
A -
Gals Solution
r%0
9S
Pumping Rate
%,,r
%
6.
COMMENTS: Field Rep_: >� kQ-
Borehole Number: Date Drilled: I l Borehole Depth:
Date Borehole
Date Injected: S QQ�- I t Abandoned' S'' a b' it
Time Star! Injection: Time Finish Injection:
Lift t
Lift 2
Lrfl 3
Notes
Lift Depth
Gals Solution
Pumping Rate �.
COMMENTS: Field Rep.: Y►'L L

FIELD FORA! - SOIL BORING AND INJECTION RECORD
Borehole Number: Date Drilled: , a - It Borehole Depth:
Date Borehole
Date Injected: 1/ Abandoned: -)-0 - It
rime Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lill 3
Notes
Lift Depth
aj - 17
17 • /�
/S I�
Gals Solution
Pumping Rate
COMMENTS: Field Rep.:
Borehole Number: Date Drilled_ - ao • 1 Borehole Depth:
Date: Borehole
Date Injected: - aJ - ) I Abandoned: r
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Ui! 3
Notes
Lift Depth
Q p' _ 1-7
"- J<-
/S - 13
Gals Solution
Pumping Rate
f
�•
COMMENTS: Field Rep.:
Borehole number: Date Drilled: 'S" O o - A Borehole Depth:
Date Borehole
Date Abandoned. aa. N
ime Start injection: Time Finish Injection:
Lift 1
Lift 2
LiR 3 Notes
Lilt Depth
Gals Solution
Pumping Rate
Sr
COMMENTS: Field Rep.: L

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: v Date Drilled: — Borehole Depth CP1
Date Borehole
Date Injected: Abandoned: '�-- -)0-
Time Start Injection: Time Finish injection:
Lift t
Ltft 2
taH 3
Motes
Lift Depth
c-� 1- 1 F
! ,F- 15
I s
Gals Solution
Pumping Rate
,f • S
COMMENTS: Field Rep-: k -
Borehole Number. Date Drilled: i4 Borehole Depth:
Date Borehole
Date Injected: S- as - IJ Abandoned:
Time Start Injection: Time Finish Injection:
Litt 1
Lift 2
Litt 3
Notes
Lift Depth
ce�o
Gals Solution
Pumping Rate
S•
COMMENTS: Field Rep.: -q—
Borehole Number: Date Drilled: $- Jc>- Borehole Depth:
Date Borehole
Date Injected: 5" a o _ JJ Abandoned: S • Ji
Time Start Injection: Time Finish Injection:
Lift 1
Litt 2
Lift 3 Notes
Lrft Depth
/ L
/6 - A/
/V /a
Gals Solution
Pumping Rate
s
COMMENTS: �j �,� �������� �,� Field Rep.: ti�

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: A, Date Drilled: Borehole Depth: (3
Date Borehole
Date Injected: Abandoned: C- �!, • (
Time Start Injection: Time Finish Injection:
Lift I
Lift 2
Uft 3
Notes
Lift Depth
. 17
%7. 1
/S- /_7"
Gals Solution
IV
9<
Pumping Rate
7. v
ri.
1-- 5'
COMMENTS: Field Rep-: -��-
Borehole Number: Date Drilled: 0 - j j Borehole Depth: '
Date Borehole
Date Injected: j*J Abandoned:
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3
tr Notes
Litt Depth
14-7'1� Jd -Iy
Gals Solution
�r
Pumping Rate
;?
�S
COMMENTS: Field Rep.: t•ti��c �-
Borehole Number: A Date Drilled: Borehole depth: C90 `
Date Borehole
Date Injected: 5 -+j Abandoned: 5-:) j1
Time Start Injection: Time Finish Injection:
Lift'I
Lift 2
Lift 3 Notes
Lift Depth
Gals Solution
$
7 Ibr f1
Pumping Rate
COMMENTS: Field Rep.: I'�• �k�-

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: A- 3! Date Drilled: Borehole Depth: I
Date Borehole
Date Infected: Abandoned:
Time Start Injection: Time Finish Injection:
Lift i
Lift 2
LA 3
Notes
Lit Depth
01 - 18
- A
&
Gals Solution
�j
K_
Q
Pumping Rate
COMMENTS: r , Field Rep.:
f*,r..c.-rlg/r.
Borehole Dumber: Date Drilled: - a3 ' tl Borehole Depth: 00i
Date Borehole
Date Injected: 5- �3• �� Abandoned: 'T"a7-
ime Start Injection: Time Finish Injection:
Lift i
Lift 2
[A 3
Notes
Lift Depth
0 - 19
lr l-?
Gals Solution
9�
17�_
Pumping Rate
yr
S
COMMENTS: Field Rep.:'"��
Borehole Number: A-22 Date Drilled: Borehole Depth:
Date Borehole
Date Injected: S' �s�' l Abandoned:
ime Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3 dotes
Lift Depth
00 f ]?
/ • 1
I S - !-?
Gals Solution
Xr
Pumping Rate
COMMENTS; Field Rep.: �"•� t�

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number Date Drifted: S - - f Borehole Depth: �d
Date Borehole
Dateinjected: Abandoned:
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Litt 3
Notes
Uff Depth
oQD— 1
Gals Solution
CY0
0
Pumping Rate
COMMENTS: + '� Field Rep.: �•
��wov%4
Borehole Number Date Drilled: 5 =- j! Borehole Depth: ZZ
_ Date Borehole
Date injected: Abandoned:
Time Start Injection: Time Finish Injection:
Litt 1
Litt 2
Litt 3
Notes
Lift Depth
(9.;) - 0
19 • ?
17- /S
Gals Solution
_
Pumping Rate
COMMENTS: Field Rep.: ,k
s_7�qr It
Borehole Number: (A-f Date Drilled: { Borehole Depth-
.2-q Date Borehole
Date Injected: It Abandoned:
Time Start Injection: Time Finish Injection:
Lift I
Lift 2
Lift 3 Motes
Lift Depth
/7
Gals Solutions
Pumping Rate
-7-(
�f
S
COMMENTS: Field Rep.: iY\ ��

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: A - Date Drilled: Borehole Depth:
Date Borehole
Date injected: S -c-) q - j Abandoned:
Time Start Injection: Time Finish injection:
Lift 1
Lift 2
UR 3
Notes
Litt Depth
q- a r
I7
Gals Solution
-! t.Irl+r
Pumping Rate
COMMENTS: Field Rep._ - ►�
Borehole Number, Date Drilled: S'ad' Ji Borehole Depth:
Date Borehole
Date Injected: j .J- JJ Abandoned. 5-,D4- P
Time Start Injection: Time Finish injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
2
go_
I
Gals Solution
11__6_
r J"
Pumping Rate
9
f
COMMENTS- Field Rep.:
4
Borehole Number: -A- Date Drilled: Borehole Depth: 3
Date Borehole
Date Injected: - I Abandoned:
Time Start injection: Time finish Injection:
Lift 1
!'rift 2
Lift 3 Notes
Litt Depth
IF- K
Gals Solution
Pumping Rate
COMMENTS: Field Rep.: k`"��-

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole plumber: Date Drilled: I rl Borehole Depth: a y
Date Borehole
Date Injected: S - C� y- ] Abandoned:
Time Start Injection: Time Finish injection:
Lift 1
Lift 2
Lift 3
Notes
Licit depth
V -; I
9 i-% 9
I Q"
Gals Solution
Pumping Rate
COMMENTS: Field Rep.: >
/� 1
Borehole number: A � Date Drilled: S - � Borehole Depth: �-�-
Date Borehole
Date injected: Abandoned: A-
ime Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
Z?rl'f814
rj
1 17-/
Gals Solution
Pumping Rate
r7 s�
S
S• S
COMMENTS: Field Rep.:
Borehole Number: jl� - c) Date Drilled:- fr Borehole Depth: cgz/
Date Borehole
Date lnjeated: d- P Abandoned:
Time Start Injection: Time Finish Injection:
Lift 1
Litt 2
Lift 3
Notes
Lift Depth
cf - 1
1(91- /`F
1 /? • -7
Gals Solution
'► ! r
Pumping Rater
COMMENTS: Field Rep_: .. +�

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number:-40 1/.; Date Drilled: Borehole Depth:
Date Borehole
Date injected: Abandoned: S- J - 11
Time Start Injection: Time Finish Injection:
Lift t
Litt 2
Litt 3
Notes
Lift Depth
27-Z
1`rZY-
Zy
1$' t�
Gals Solution
1-5-
Pumping Rate
{,
COMMENTS: Field Rep_:
Borehole Number: -� Date Drilled: Borehole Depth: 07
Date Borehole
Dale Injected: Abandoned: 6 — d - fl
Time Start Injection: _ Time Finish Injection:
Lift i
Lift 2
Litt 3
Notes
Lift Depth
-i tv) �+
Gals Solution
Pumping Rate
5'r
G
COMMENTS: Field Rep.:
t1
"Z - 1� l -_ .61
Borehole Number: JS y- Date Drilled: �� �r `Borehole Depth:
1,q "Lsr Rate Borehole
Date Injected: j - - tl Abandoned:
Time Start Injection: Time Finish Injection:
Lift l
Lilt 2 Lilt 3
dotes
Litt Depth
a - 14
Iq'- t7
Gals Solution
F_ .�� �.•
'� �/� �`:
Pumping Rate
COMMENTS: Field Rep.: ���-L

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: A- q6 Date Drilled. i�-aS-1f Borehole
Date Borehole
Date Injected: S-alb _ i Abandoned:
Time Start Injection: Time Finish Injection:
Litt 1
Lift 2
Lit 3
Notes
Lift Depth
�Z-�'F
�g—r7
Gals Solution
fS
Pumping Rate
g
COMMENTS: Field Rep.: C- -
Borehole Number: Date Drilled: S^ a!� - 1t Borehole Depth:,Pf--, I
Date Borehole
[late Injected: � � �T ' l i Abandoned: l
Time Start Injection: Time Finish Injection:
Lift 1
Litt 2
Lift 3
Notes
Lift Depth
ZZ-11
L-7-� 1 --17
A--K-Y 7f-1
Gals Solution
19;s-
§
Pumping Rate
F
COMMENTS: Field Rep.: OA
Borehole Number: A - Date Drilled: Borehole Depth
Date Borehole
Date Injected: Abandoned: S X ` ( l
Time Start Injection: Time Finish injection:
Lift i
Lift 2
UR 3 Notes
Lift Depth
- jG
JF- 16
Gals Solution
Pumping Rate
6
COMMENTS: Field Rep.:
Pri y
In

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Humber: �- �� Date Drilled: Borehole Depth: �t
Date Borehole
Date Injected: t) Abandoned: S-as- ri
Time Start injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
a I - / V
l F - 16
16 -
Gals Solution
157s-
Pumping Rate
COMMENTS: Field Rep-:
Borehole Number: A -s o Date Drilled: S--QS- A Borehole Depth:
Date Borehole
Date Injected: Abandoned:-c75' tl
Time Start Injection: Time Finish Injection:
Lift i
Lift 2
Lift 3
Notes
Lift Depth
f - / �_
1v - IG
Jd - /S/
Gals Solution
SS
�,rArL
Pumping Rate
it
COMMENTS: Field Rep_: r ,k�
Borehole Number: A-:5-t Date Drilled: Borehole Depth --
Date Borehole
Date Injected: - ' 11 Abandoned: S - S' 0
ime Start Injection: Time Finish Injection:
Lift t
Lift 2
Lift 3 Notes
Lift Depth
a1-
IF- IG
e• 1
Gals Solution
rn-
Pumping Rate
COMMENTS: Field Rep_: 1,•._., �

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole dumber: - v� Date Drilled: C 75 i k Borehole Depth:
Date Borehole
Date Injected: S Abandoned:
Time Start:ln}ection: Time Finish tnjecbon:
Lift t
Lift 2
Lift 3
Notes
Lift Depth
Gals Solution
F5
�Sr
Pumping Rate
6.
COMMENTS: Field Rep.: -
Borehole Number: f-1- t; Date Drilled: J S -I I Borehole Depth:
Date Borehole
Date Injected: S - ! I Abandoned:
Time Start Injection: Time Finish Injection:
Lift i
Lift 2
Lift 3
Notes
Lift Depth
qwax-jv
Gals Solution
R
7 9-
&5f`
Pumping Rate
6
COMMENTS: Field Rep_: Ir�t
:x
Borehole Number: q Date Drilled: S-- a S - j{ Borehole Depth: �3
Date Borehole f
Date Injected: �• �$' - It Abandoned: 6-
ime Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lilt 3 Notes
Lift Depth
F A
Gals Solution
T4
Pumping Rate
COMMENTS: Field Rep.:•c

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: date Drilled: S-- r II Borehole Depth:
Date Borehole
Date injected: Abandoned: S ar' ll
Time Start Injection. Time Finish Injection. -
Lift ?
Litt 2
Lift 3
Notes
U t depth
i- 1k
)r-16
16 1
Gals Solution
S
Pumping Rate
.714110
-+1IV I'
COMMENTS: Field Rep.: -
Borehole Number: - !�-G Date Drilled: 6 ' �.E Borehole Depth: �Q
Date Borehole
Date Injected: Abandoned:
Time Start Injection: Time Finish Injection:
Lilt f
Lift 2
Lftt 3
Notes
Lift Depth
ao-
Gals Solution
!�T
f
f
Pumping Rate
r%
7. ]
6
y
COMMENTS: Field Rep.: l� l K �
Borehole NumberA- S7 Date Drilled: Borehole Depth:
Date Borehole
Date Injected: Abandoned: S-c_�G -
Time Start Injection: Time Finish Injection:
Lift I Lift 2
Lift 3 Notes
Lift Depth
's 2 � a d - at
;A - 1 I
Gals Solution
b
Pumping Efate
II
COMMENTS: Field Rep.:��-�

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: 14 Spa Elate Drilled: �'- P-C I Borehole Depth: 911
Date Borehole
Date Injected: -99 - I t Abandoned: s- aG- 11
Time Start Injection: Time Finish Injection:
Litt 1
Lift 2
Lift 3
Notes
Lift Depth
0�1 - i4
/?- ) ?
1-7- 14
Gals Solution
Pumping Rate
7.5
COMMENTS: Field Rep-: f-y\
Borehole Number. Date Drilled: c)b- I Borehole Depth: t
Date Borehole
Date Injected: S--ab- 1 Abandoned:
rime Start Injection: Time Finish Injection:
Lift t
Lift 2
Lift 3
Notes
Lift Depth
/?_ 15
Gals Solution
¢
9r
Pumping Rate
]
7,
d
COMMENTS- Field Rep.: A_
Borehole Number: Hate Drilled: Borehole Depth: t
Date Borehole
Date Injected: Abandoned:
Time Start lnjeCbDn: Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
[ -
— r
f
Gals Solution
?
Pumping Rate
COMMENTS: i f Field Rep_: i'►\ ►�� t.
rt�� n

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number.-0 Date Drilled: S"af • jl Borehole Depth:
Date Borehole
Date Injected: Abandoned:
Time Start Injection: Time Finish Injection:
Lift t
Lift 2
Lilt 3
Notes
Lift Depth
at- I
is- It
]-
Gals Solution
la o
IDa
Pumping Rate
7 S
7•f
6
COMMENTS: Field Rep.:
Borehole Number: fA' - Date Drilled: �5 -a6 - [ Borehole Depth:
Date Borehole
Date Injected: 9�_- 44 - t l Abandoned:
Tin* Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
4
I 1
Gals Solution
Pumping Rate
t7,
7. {
COMMENTS: Field Rep-: 'c-
Borehole Number: - (, Date Drilled: JG - t Borehole Depth: a
Date Borehole
Date Injected: �5_- aG - i t Abandoned:
Time Start Injection: Time Finish Injection:
Lift t
Lift 2
Lift 3
Notes
Lift Depth
)I- j7
17-15
Gals Solution
Pumping Rate
9. �
COMMENTS: Field Rep-: ern A< -A--

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: 1 ` ^ "4 Date Drilled: 6 - �� Borehole Depth:
Date Borehole
Date Injected: S- j 1 Abandoned: It
Time Start Injection: Time Finish Injection:
Litt t
Lift 2
Lin 3
Notes
Lift Depth
c4f - j 9
M ' 1?
Gals Solution
0
J�o
Pumping Rate
COMMENTS: Field Rep.:
Borehole Number: f - C5 Date Drilled: Q16 - Jt Borehole Depth:
Date Borehole
Date Injected: S- 11 Abandoned:
Time Start Injection: Time Finish Injection:
Lift 1
Litt 2
Lift 3
Notes
Lift Depth
aQ
a-0 - I N-
16
Gals Solution
pb
J i'b
f D b
Pumping Rate
7.S
s
$
COMMENTS: Field Rep.:
Borehole Number: Date Drilled: S - 26 - kL Borehole Depth:
Date Borehole
Date Injected: a6 - IL Abandoned: $'� ZG• [t
Time Start injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3 Notes
Lift Depth
7 -
-
r- IG
Gals Solution
S
{
Pumping Rate
?
7►t
C
COMMENTS: Field Rep-:

FIELD FORM - SOIL BORING AND INJECTION RECORD
C-7G-r/
Borehole Number: - { Date Drilled: Borehole Depth --
Date Borehole /� e{
Date injected: -ZG-f1 Abandoned:
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
,Q - 1-7
j 7 --1 C5,
5"- 1
-711V I�
Gals Solution
Pumping Rate
COMMENTS: Field Rep.: -
Borehole Number: - b% Date Drilled: rj Borehole Depth:
Date Borehole
Date injected: Abandoned:
Time Start injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
2 I- f
44P
Gals Solution
Pumping Rate
COMMENTS: Field Rep-:
Borehole Number: Date Drilled: IBorehole Depth: j9
Date Borehole + l
Date injected: -4-?-f I Abandoned: Z- 7
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3 1 Notes
Lift Depth
/Li - f '-L-
-71 M1 t i
Gals Solution
Pumping Rate
COMMENTS: Field Rep.: ' k-G

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number; i" ' { ~ Date Drilled: S Z7 ! I Borehole Depth:
Date Borehole
Date Injected: S- 1� 1 Abandoned. y [ r r Awe- -7 rtv///
Time Start Injection: Time Finish Injection:
Lift i
Lift 2
Uit 3
Notes
Lift Depth
1 9 -
l G —f
1 "r �—
J v%4-- -7 1134,11
Gals Solution
W4
Pumping Rate
COMMENTS: field Rep_:
Borehole Number: P� -r][ Date Drilled: S 1.27I1► Borehole Depth:
Date Borehole
Date injected: rl 77 1 f Abandoned: -7 t ic-1 y
Time Start Injection: Time Finish Injection:
Lift I
Lift 2
Lift 3
Notes
Lift Depth
/fn
-( 'f
Icy —1 Z
Vv '_ /(t-/ rI
Gals Solution
c r
Pumping Rate
COMMENTS: Field Rep.:
Borehole Number: Date Drilled: 5 / Z7/1 f Borehole Depth:
Date Borehole7 �Irl� b
Date Injected: C-Z -11 ►► Abandoned: ] [ 2, 7 / 1 1
ime Start injection: Time Finish injection:
Lift I
Lift 2
Lift 3 Notes
Lift Depth
r* rT - l if
4
i Z 1
7 tirl `+
Gals Solution
F
Pumping Rate
i
COMMENTS: - Field Rep_: rf�e-

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: rA^ 13 DateDrilled- ��Z { rl Borehole Depth: b
� Date Borehole
Date Injected: S rf Z '7 1 Abandoned' 577 7 f
Time Start Injection: Time Finish injection:
Lift 1
Litt 2
Lift 3
Notes
Lift Depth
/& r r 3
13 r
r
Gals Solution
J)-
Pumping Rate
COMMENTS: ( r Field Rep.: - r'
dA"-f- 'f, �q*
Borehole Number: Date Drilled: Z-7 r' + Borehole Depth: �$
Date Borehole
Date injected: -7 1 1 Abandoned: yam/ g-P I I
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
Gals SoMion
S
Pumping bate
OMMENTS: Field Rep-:
Borehole Number: -- DateDrilled. Borehole Depth: I
-E-7 - y v Date Borehole �r 3 a
Dateinjected: _ i Abandoned:
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lilt 3 Notes
Lilt Depth
isr —i T
r— us
I �j t►
Gals Solution
Si
m 1fid 1,
Pumping Rate
COMMENTS: Field Rep.: 1��

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: Date Drilled: 3i f r Borehole Depth:
Date Borehole � 1�8"{ t►
Date Injected: C' 3 Z; I { Abandoned:
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
I Ir r► ,
(5-
"3 iv- ( k
Gals Solution
f
Pumping Rate
COMMENTS: Field Rep_: I- �—
Borehole Number: A _ ?`� Date Drilled: �'")� t ' Borehole Depth: b
Date Borehole
Date Injected: Abandoned: 5,0 r 1 ­7 r or LL,
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
f jr- 1
{ S— 17
) 3— 1 ►
xt- - 71►r1►.
Gals Solution
Pumping Rate
COMMENTS: Field Rep.: AiA
Borehole Number: 7 Date Drilled: t of 3'RIK Borehole Depth: f q
Date Borehole
Rate Injected: j 13011► Abandoned: SD (I ({ {�
Time Start Injection: 'Fiore Finish Injection:
Lift 1
Lift 2,J
3 Notes
Lift Depth
�� {i
— % T
/JUft
J 7 rI z
Gals Solution
Pumping Rate
COMMENTS: Field Rep_:

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: Date Drilled: 5 R Borehole Depth'
Date Borehole
Date Injected: - - 11 Abandoned: 5' 1
Time Start injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
I `1 t q
F�
14 ID
Gals Solution
�,rj
V
Pumping Rate
G
COMMENTS: Field Rep-: •' T''��
Borehole Number: - 0 Date Drilled: - l - t Borehole Depth:
Date Borehole
Date Injected: r, - 3 i - iAbandoned: 5-s - t
Time Start Injection: Time Finish injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
i' j S
1
13, It
Gals Solution
9(
Pumping Rate
6
COMMENTS: Field ReP-Y'���
Borehole Number: A Date Drilled: - P' it Borehole Depth: `
Date Borehole
Date Injected: S - 3 j Abandoned: �g- 21-11
Time Start Injection: Time Finish injection:
Lift 1
Lift 2 Lift 3
Notes
Lift Depth
a )?- f
' J a IT Id-1
Gals Solution
07
fr
Pumping Rate
Y
6
COMMENTS: Field Rep.:--

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: Q. Date Drilled: Borehole Depth: f
Date Borehole
Date Injected: S- 3 f ' If Abandoned:
Time Start Injection: Time Finish Injection:
Lilt 1
Lift 2
Lilt 3
Notes
Lift Depth
q - a
Gals Solution
a P
Pumping Rate
COMMENTS: Field Rep_:
+� eW A .�` r S-•
Borehole Number: Date Drilled: Borehole Depth: J9'
Date Borehole
Date Injected:- �1. ji Abandoned: S`-_;(-)1
Time Start Injection: Time Finish Injection:
Lift 1
Lilt 2
Lift 3
Notes
Lift Depth
19 IG
16 . Jq
I�" I'�
Gals Solution
950
Pumping Rate
7 S
7 r
6
COMMENTS: Field Rep.: V, \\+—
Borehole Number: - Dale Drilled: Borehole Depth: 6 '
Date Borehole 1
Date Injected: Abandoned:
Time Start Injection: Time Finish Injection:
Lift 1 Lift 2
Lift 3 Notes
Litt Depth
A- 2- r?1
'Fr
Gals Solution
7W II
Pumping Rate
�� 7•�
6
COMMENTS: Field Rep.: Y, � �

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: Date Drilled: - �J- lr* Borehole Depth:
Date Borehole
Date Injected: Jy • N Abandoned: S_-
Time Start Injection: Time Finish Injection:
Lift 1 Lift 2
Litt 3
Notes
Lift Depth
7
Gals Solution
�j ���
•y'�Cri l t
Pumping Rate
'7�_
COMMENTS: Field Rep-:,
Borehole Number: C- S Date Drilled: L Borehole Depth:
Date Borehole
Date injected: S - 31 - II Abandoned:
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lilt 3
Notes
Lift Depth
14
0 - P
17. 15
Gals Solution
J
Pumping Rate
S
S
;7 S
COMMENTS.- Field Rep.: r-
Borehole Number: - Date Drilled: S---?I- A Borehole Depth: l 9
Date Borehole
Date Injected: Abandoned:
Time Start injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3 Notes
Lift Depth
Gals Solution
t
Pumping Rate
6
COMMENTS: Field Rep.: ?^" +-�-

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: - `] Date Drilled: Borehole De r--
-?I- !� pth:
Date Borehole
Date Injected: Abandoned: __ W_ /I
Time Start Injection: Time Finish injection:
Lift I
Lift 2
lift 3
Notes
Lift Depth
9i • 17
)T I S
iS - 13
Geis Solution
1-If
Pumping Rate
COMMENTS: Field Rep.: N -
Borehole Number: Date Drilled: Borehole Depth:
Date Borehole
Date Injected: 1- t Abandoned:
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Litt 3
Notes
Lift Depth
d - r7
Z- 15
15 -
Gals Solutions
Pumping Rate
6
COMMENTS: Field Rep.: 114 .
Borehole Number: Date Drilled: 6 - f ' i1 Borehole Depth'.
Date Borehole
Date Injected: - Abandoned: 6 - j
Time Start Injection: Time Finish Injection:
Lift t
Lift 2
Lift 3 Notes
Lift Depth
Q- 1
? - I S
Gals Solution
?s GS
Pumping Rate
7 S
? G
COMMENTS: Field Rep.:

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Dumber: L] - l'd Date Drilled: G -1- Ir Borehole Depth: �V
Date Borehole
Date Injected: ( I- 1 Abandoned_ 6-
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Litt 3
Notes
Lift Depth
19
A:IEf?-I,?
Ac-/�
Gals Solution
d
��
Pumping Rate
COMMENTS: Field Rep.: -� -
Borehole Number: �' �� Date Drilled. f Borehole Depth: +
Date Borehole
Date Injected: ❑` 1- 11 Abandoned:
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
I1R 3
Notes
Lift Depth
d 5- -
a3 - 1 `1
1 `I ' 1?
Gals Solution
�7
Pumping Rate
COMMENTS: Field Rep.: Y"'A�' �-
Borehole Number: Date Drilled: y - J Borehole Depth: C -al
Date Borehole
Date Injected: G - l i Abandoned:
Time Start injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3 Notes
Litt Depth
ac7 - I?
1;?- r S-
IS - /'.?
Gals Solution
�p
Pumping Rate
COMMENTS: Field Rep.: i►'�►�-�

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number:Date Drilled: 6 - 1-i i' Borehole Depth:
Date Borehole
Date Injected: - J - 11 Abandoned: 6 - Id (
Time Start Injection: Tune Finish injection:
Lit i
Lift 2
Lift 3
Notes
Left Depth
9- C
G - N
N-1 d2
Gals Solution
�7
Pumping Rate
r%
tS
64,
COMMENTS: Field Rep_:
Borehole Number: "�� Date Drilled: t4 i'+ 1r► Borehole Depth:
Date Borehole
Date Injected: " Abandoned: 1,
Time Start Injection: Time Finish injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
da- 19
/ T ]2
l7 /:�_
Gals Solution
4; � &
Pumping Rate
7 f
COMMENTS: Field Rep.:
Borehole Number: - s hate Drilled: G 1; I I Borehole Depth:
Date Borehole
Date Injected: 6-1- )1 Abandoned ,(' I -
Time Start Injection: Oo r.. Time Finish Injection:
LM 1
Lift 2
Lift 3 Notes
Lift Depth
15
l§ • 1�?
_?• 1(
Gals Solution
$' 'J 0
7U
rb
Pumping Rate
7
S
9, <
COMMENTS: Field Rep.- ■`(mot

FIELD FORM - SOIL BORING AND INJECTION RECORD
i
Borehole Number: - r!6 Date Drilled: 6- J - j Borehole Depth:
Date Borehole
Date injected: Abandoned: 6 - f - 1 r
Time Start Injection: Time Finish Injection:
Lift 'I
Lift 2
Lift 3
Notes
Lift Depth
J q- 16
Gals Solution
�c?
Pumping Rate
7 i
G
COMMENTS: Field Rep.=-.,�•—�
Borehole Number: • Date Drilled: G - !t Borehole Depth: /�
Date Borehole
Date injected: G • a- e i Abandoned:
Time Start Injection: Time Finish injection:
Litt i
tiff 2
Lift 3
Notes
Lift Depth
Q- 6
1� • 1�
�� la
Gals Solution
�d
d
Pumping Rate
� f
7 t;
f7, f
COMMENTS: Field Rep.: �`•'L
Borehole Number: Date Drilled: �-- 1+' Borehole Depth: 16P,
Date Borehole
Date Injected: Abandoned: 6 t{
Time Start Injection- Time Finish Injection:
Lift t
Lift 2
Lift 3
Notes
Lift Depth
1S
Gals Solutions
�d
Pumping Bate�-
COMMENTS: Field Rep-:

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: L5 ' [ Date Drilled: G -a' l l Borehole Depth: p '
Date Borehole
Date Injected: G-1- ll Abandoned: G •Q- /I
Time Start injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
Gals Solution
�D
Pumping Rate
6X
%
6
COMMENTS: Field Rep_: - �--
Borehole Number: >_k Date Drilled: 6 - -, - 1 ( Borehole Depth: J if
Date Borehole
Date injected: 6- a- t{ Abandoned: G-ate It
Time Start Injection: Time Finish injection:
Lift 1
Litt 2
Lift 3
Notes
Lift Depth
i'S
) S - r3
3. H
Gals Solution
RZ)
90
Pumping Rate
6, �
COMMENTS: Field Rep.: ►' \1<1 �
Borehole Number: Date Drilled: 6 -�- 11 Borehole Depth:
Hate Borehole
Date Injected: - ai - I Abandoned:
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3 Notes
Lift Depth
TT
- /
Gals Solution
Pumping Rate
`%
6
COMMENTS: Field Rep.: v_ •�`

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: A- Date Drilled: G - ox . I Borehole Depth:
Date Borehole
Date Injected: 6 - a - It Abandoned:
Time Start Injection: Time Finish Injection:
Lift 1
Litt 2
lift 3
Notes
Lift Depth
/If - 15
/S - !
/V - 11
Gals Solution
Pumping Rate
7
rf
G
COMMENTS: Field Rep.: -' Y►� t�
Borehole Number. -A- 'R6 Date Drilled: G - j i Borehole Depth: 7
Date Borehole
Date injected: 6-,� - 1 Abandoned: 6-a- j
ime Start injection: Time Finish Injection:
Lit 1
Lift 2
U# 3
Notes
Lift Depth
7- L
Ia
Gals Solution
Pumping Rate
9
7
COMMENTS: Field Rep.:
Borehole Number: - Date Drilled: Borehole Depth: I d
Date Borehole
Date Injected: _ a- I L Abandoned: G- 3- I C
Time Siam Injection- Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
/_?, Il
Gals Solution
Pumping Rate
COMMENTS: Field Rep.:

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: A' 90 Date Drilled: G - a - 1 1 Borehole Depth: '
Date Borehole
Date Injected- (p t 7,t u Abandoned: (oo L.
Time Start Injection: Time Finish Injection:
Lift t
Lift 2
Lift 3
Holes
Ulf Depth
f %-1 Y
-
Gals Solution
IFS
A
Pumping Rate
(. s-
6 .S
G
COMMENTS: Field Rep.:
Borehole Number: Date Drilled: 6,- -7- P Borehole Depth: J%
Date Borehole
Date Injected- G - Abandoned: 6 --?" Il
Time Start Injection: ,'Q% Time Finish Injection:
Lift 1
Lift 2
Litt 3
Notes
Lift Depth
7-
Gals Solution
r]
fit}
�a
Pumping Rate
(,
COMMENTS: Field Rep_- G2
Borehole Number: &Cx) Date Drilled: . f Borehole Depth:
Date Borehole
Date Injected: 4131m Abandoned: 60r3J11
Time Start Injection: 0 SI Time Finish Injection: 10; 11
Lift t
Lift 2
Lift 3
Notes
Lift Depth
Ir? V
-
I
Gals Solution
�V
Pumping Rate
COMMENTS: Field Rep.: r-

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole number: -o13 Date Drilled: 6-2- // Borehole Depth: Id
Date Borehole
Date Injected: Abandoned: 6'-_�-
Time Start Injection: /0;5 Time Finish Injection: /1` 37
Litt 1
Lift 2
Lstt 3
Notes
Lift Depth
IJ
IS" -lam
I~?-11
Gals Solution
Irb
&gb
go
Pumping Rate 1
(.
,S .
C:
COMMENTS: Field Rep-: - -
Borehole Number: �'�I Date Drilled: Borehole Depth: / rr
Date Borehole
Date Injected: Abandoned:
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
Gals Solution
60
Pumping Rate
c
COMMENTS: Field Rep.:
Borehole Number: 0 - X Date Drilled: ' }' 11 Borehole Depth: 1�
Date Borehole
Date Injected: - �- >{� Abandoned: G - 2 ' 1�
Time Start InjectioTime Finish Injection:
Lift 1
Lift 2
Lift 3 Notes
Litt Depth
��- ►�
1S- 1�
l� -1�
Gals Solution
Pumping Rate
�•
C•
COMMENTS: Field Rep.:

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: 'dp Date Drilled: 6---? Ir Borehole Depth:
Date Borehole
date Injected: Abandoned. -
Time Start Injection: ." Time Finish Injection:
Lift 1
2
Litt 3
Notes
Lit Depth
�9 I't
`tit
X- /7
1L1 Iv�
Gals Solution
frO�
Pumping Rate
6
G
COMMENTS: Field Rep.:
Borehole Number: �- Date Drilled: Borehole Depth:
Date Borehole
Date Injected: - - II Abandoned:
Time Start Injection: r�: Time Finish injection:
Lilt 1
Lift 2
Lift 3
Notes
Lift Depth
fs - K
Gals Solution
Pumping Rate
'�f
G
COMMENTS: Field Rep.:
Borehole Number: • v Date drilled: �- l� Borehole Depth: I I
Date Borehole
Date Injected. � = - t; '�- j l Abandoned: C- 6, t 1
Time Start injection: • 5-5 Time Finish Injection:
Lift 1
Lift 2
Lift 3 Notes
Lift Depth
i- 16
rI T
' /,;�
Gals Solution
M
Pumping Rate
I % ^
5
6
COMMENTS: Field Rep_: G r!�—

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: o1q Date Drilled: 6-6- Borehole Depth:
Date Borehole
Date Injected' - A Abandoned: 6.6 -
Time Start injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3
Motes
Lift Depth
r 6
(f-w
Gals Solution
d
�d
Pumping Rate
G•
tr
COMMENTS: Field Rep.: 1►ti���
■
Borehole Number: ►� �� Date Drilled: 6 6 - 1{ Borehole Depth:
Date Borehole
Date Injected: 6- 6 - I( Abandoned:
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
a_7/ J 1(_
1�-1 q
14�
Z
Gals Solution
.+4431— 3 D
4z: Ip
-7 ",g-/��
Pumping Rate
6.
6
COMMENTS: Field Rep.:
Borehole Number: Number: Q ' pate Drilled: (, • G - U Borehole Depth:
Date Borehole
Date Injected: G - G - { Abandoned: G - 6 1�
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3 Notes
Lift Depth
Gals Solution
Pumping Rate
G
[,
COMMENTS: Field Rep.: �-c�

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: �-�a[ Date Drilled: G-G- I/ Borehole Depth: If
Date Borehole
Date Injected: G • G ! t Abandoned: - 6-
Time Start Injection: Time Finish Injection:
Lift 1
Litt 2
Lilt 3
Notes
Litt Depth
Gals Solution
Pumping Rate
COMMENTS: Field Rep.: •�:-�
Borehole Number: A- Date Drilled6- If Borehole Depth: /01-- �
Date Borehole
Date Injected: Abandoned: 6• G• K
Time Start Injection: Time Finish Injection:
Lift t
Lift 2
Lift 3
Notes
Lift Depth
• x
1 --12
13 - f l
Gals Solution
0-
v
Pumping mate
6�%
G
COMMENTS: Field Rep.:-�-
Borehole Number: ] - Date Drilled: 6- 7- t I Borehole Depth:
Date Borehole
Date Injected: jI Abandoned: 6- �• �D
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
Gals Solution
Pumping Rate
6.5
COMMENTS: Field Rep.:

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number. - Date Drilled: G - 7- j 1 Borehole Depth: ! D
Date Borehole
Date Injected: Abandoned: 6•
Time Start Injection: Time Finish Injection:
Lift t
Lift 2
Lift 3
Notes
Lift Depth
'�. ��
K - r.?
13 I i
Gals Solution}
Pumping Rate
COMMENTS: Field Rep.:
I
Borehole Number: Date Drilled: 6- f%- Borehole Depth:
Date Borehole
Date Injected: 6-q- Abandoned: 6- r%• ��
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Uft 3
Notes
Lift Depth
J5 - - 0
/ ,?- j R
Gals Solution
Pumping Rate
COMMENTS- Field Rep.: ►t''���`�
r
Borehole Number: Date Drilled: Borehole Depth: 17
Date Borehole
Date Injected: 1 - - Abandoned: 6• 7- It
Time Start Injection: Time Finish Injection:
Lift t
Lift 2
Ltft 3
Notes
t-"rft Depth
Gals Solution
L. If/g14
Pumping Hate
GOMMENTS: Field Rep-:

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: Date Drilled: 6-/? // Borehole Depth:
Date Borehole
Date Injected: 1.7- /1 Abandoned: C-13. 11
Time Start Injection: Time Finish injection:
Litt 1
Lift 2
Litt 3
Notes
Lift Depth
Gals Solution
Pumping Rate
COMMENTS: Field Rep.: k� -
Borehole dumber: Date Drilled: 6I1 Borehole Depth:
Date Borehole
Date Injected: [, - I?- It Abandoned:
Time Start Injection: Time Finish injection:
Lift 1
Lift 2
Litt 3
Dotes
Lift Depth
_ 17
17 /T
Gals Solution
c1
:
Pumping Rate
COMMENTS: Field Rep.: Kk1< [-
Borehole Number: Date Drilled: 6, 13 It Borehole Depth:
Date Borehole
Date Injected: /Y. fI Abandoned: d• /-i'- [�
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
Gals Solution
7 100
Pumping Rate
7• S'
r
r
COMMENTS: Field Rep.: 14��

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number-XW-14 + Date Drilled: Borehole Depth:Ir+oR,b.a,,;,
Date Borehole
Date Injected: t; g-ir !f Abandoned:
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
0S - C/ C>
Gals Solution
41 q
Pumping Rate
1, `a
COMMENTS: r �^ S Field Rep_:
In G �' � �� l
Borehole Number: EM""" Date Drilled: Borehole Depth --
Date Borehole
Date Injected. G- g7- It Abandoned:
Time Start injection: Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth�LS'�
Gals Solution
Q c l
Pumping Rate
6 6'
COMMENTS: �S r} Field Rep_: f'^•��
Borehole Number: 0 + A Date Drilled: Borehole Depth:
Date Borehole
Date Injected: Abandoned:
Time Start Injection: Time Finish Injection:
Lift 1
Lift 2 Lift 3 Notes
Lift Depth-
q)
Gals Solution
I
Pumping Rate
COMMENTS: Field Rep.: 1+���

FIELD FORM - SOIL BORING AND INJECTION RECORD
Borehole Number: Date Drilled: 6 Borehole Depth:
Date Borehole
Date Injected: 6- Abandoned:
Time Start Injection, Time Finish Injection:
Lift 1
Lift 2
Lift 3
Notes
Lift Depth
53
Gals Solution
Pumping Rate
COMMENTS: Field Rep.: - -
Borehole Number: >LTt--.P - ]d Date Drilled: Borehole Depth: 5
Date Borehole
Date Injected: 1 Abandoned:
Time Start Injection: Time Finish Injection:
Lift 1
Litt 2
Uf# 3
Notes
Lift Depth
qf
Gals Solution
Dd
Pumping Rate
6. j
COMMENTS: + Field Rep.:
�c
0 '�t 0'e 36 4
Borehole Number: €ovo - Date Drilled: Borehole Depth: _75—
Date Borehole
Date Injected: [ - ! Abandoned:
Time Start Injection: Time Finish injection:
Lift I
Lift 2
Lift 3 Notes
Lift Depth
Gals Solution
v1o1S
Pumping Rate
COMMENTS: Field Rep.:
I P
� E

NCDENR — Remedial Construction Completion Report July 20. 2011
MACTF_C Project 6628-08-4691 NONCD000109Z
APPENDIX F
PHOTOGRAPHS

NCDENR - Remedial Construction Completion Report
AMCTEC Project 662&08-4691
Photograph 3: Injection into newly installed injection well.
Judy 20, 2011
MOrNCDM01092

APPENDIX E
Underground Injection Control Permit Application

li)[o 'van f d G
amec
January 13, 2012
Mr. Kim Caulk, P.G. -
Inactive Hazardous Sites Branch
Superfund Section - Division of Waste Management
North Carolina Department of Environment and Natural Resources
401 Oberlin Road, Suite 150
Raleigh, North Carolina 27699
Subject: Second Quarterly Groundwater Monitoring and Remedial Action
Progress Report and
Fourth Quarter 2011 Status Report
CMI Waste Water Treatment Plant Site
NONC❑ 0001092
Elkin, Surry County, North Carolina
MACTEC Project 6228-08-4691
Dear Mr. Caulk:
In accordance with 111,E of the Administrative Agreement For Registered Environmental
Consultant -Directed Assessment and Remedial Action pursuant to N.C.G.S. 130A-310.9(c)
and 15A NCAC 13C .0300, AMEC Environment & Infrastructure, Inc. (AMEC) is pleased to
submit this Second Quarterly Groundwater Monitoring and Remedial Action Progress Report
and Fourth Quarter 2011 Status Report. The planned work is progressing in a manner to
achieve the mandatory work phase completion deadlines set out in 15A NCAC 13C.0302(h)
as modified to accommodate project delays as previously discussed with you and
summarized in our Quarterly Reports.
Quarterly Status Report
Previous Quarter (Fourth Quarter 2011)
■ Received analytical results from Month 3 groundwater sampling activities.
+ Performed Month 6 groundwater field parameter monitoring on December 6, 2012.
Current Quarter (First Quarter 2012)
■ Conduct Month 9 groundwater sampling event in March 2012.
Correspondence:
AMEC Environw"t R Infrastructure, Inc.
2801 Yorkwont Road, Suite 100
Charlotte, North Carolina 28209
www.tunre,rann
Tel [phone]
Fax [phone]

Second Quarterly Groundwater Monitoring arrd Remedial Action Progress Reporl January 13, 2012
and Fount) Quarter 2011 Status Report Page 2
CMI Waste Water Treatmeni Plant Site (NONCD 0001092)
AMEC Prefect No.: 6228-08-4691
• Pursue land Use Restriction of property to limit exposure at the Site, as
funding allows.
• Discuss project status with NCDENR related to limited remaining funds.
2nd Quarterly Groundwater Monitoring and Remedial Action Progress Report
Pursuant to 15A NCAC 13C (.0306) (o) and in general accordance with the Groundwater
Monitoring Procedures and Reporting correspondence dated September 28, 2011, AMEC
provides the following post -injection performance monitoring evaluation.
O&M Results
The remedial action implemented at the site consisted of in -situ chemical injection
(Regenesis 3DMe and HRC) into overburden soils and shallow bedrock via a network of
existing and newly installed injection and monitoring wells, and temporary injection points.
As such, operation and maintenance (O&M) of a remedial system is not applicable.
Performance Evaluation Results
Performance evaluation of the groundwater injection activities includes implementation of the
proposed groundwater monitoring program as specified in the Groundwater Monitoring
Procedures and Reporting correspondence dated September 28, 2011. The monitoring
program includes collection of field geochemical parameters on a quarterly basis, as well as
collection of groundwater samples for laboratory analysis of volatile organic compounds and
natural attenuation parameters at months 3,6,9 and 18 after injection and pending available
funds.
To date, baseline, Month 1, Month 3, and Month 6 monitoring activities have been completed
in May, July, October, and December 2011, respectively. Evaluation of field parameter data
(pH, conductivity, turbidity, dissolved oxygen, temperature and oxidation reduction potential)
indicates generally favorable conditions for dechlorination of chlorinated volatile organic
compounds (CVOCs) in groundwater at the Site. Additional discussion of monitoring results
for select field parameters is presented below. A summary of field parameter measurements
recorded during the four monitoring events is presented in Table 1.
Dissolved Oxygen
It is generally accepted that dissolved oxygen (DO) is one of the most thermodynamically
favored electron acceptors used by microbes for the degradation of organic carbon. ❑O

Second Quarterly Groundwater Monitoring and Remedial Action Progress Report January 13, 2012
and Foarth Quarter 2011 Statas Report Page 3
CMI Waste Water Treatment Plant Site (NONGO 0001092)
AMEC Project No.: 6228-08-4691
concentrations of less than 5 milligrams per liter (mglL) are considered acceptable for
reductive dechlorination while concentrations of less than 0.5 mg1L are considered highly
favorable. A significant reduction in DO levels was observed in the data collected during the
Month 1 post -injection monitoring event. Prior to injection, ❑O levels were generally
measured between 3 and 5 mg/L. ❑O levels measured during the Month 1 post -injection
event were generally less than 1 mg/L. Rebound of D❑ levels was observed in some wells
during the Month 6 post -injection monitoring event; however, the levels were still generally
below 5 mg1L.
Oxidation Reduction Potential
Oxidation reduction potential (ORP) is a measure of electron activity in groundwater, which
influences rates of biological degradation. Biological reduction of TCA, 1,1-DCA, and 1,1-
❑CE can be achieved by various anaerobic bacteria over a wide range of ORP (+50 millivolts
[mV] to -400 mV); however, for complete dechlorination to ethane or ethane, the ideal ORP
range is between -100 and -225 mV. In general, ORP measurements obtained during the
Month 9 activities indicated favorable conditions for reductive dechlorination.
PH
A pH range of 5 to 9 is considered to be optimum for reductive dechlorination, Comparison
of pre- and post -injection pH levels also indicate favorable conditions for reductive
dechlorination in the majority of wells measured at the Site.
Field and Laboratory QA/QC Procedures
In accordance with T15A NCAC 13C .0300, AMEC personnel performed the following
general quality assurance/quality control (QAIQC) protocols in the field during field parameter
monitoring and groundwater sampling.
• Measurement and sample collection beginning with less contaminated wells and
moving toward more highly contaminated wells;
• Dedicated disposable nitrile gloves were used at each well;
• Dedicated sampling tubing was used at each well;
• Down -well instruments (i.e. water level meter, submersible pump) were
decontaminated between wells using a 3-stage process that included separate
LiquinoxOldistilled water, distilled water, and distilled water rinses in series; and,
Containerization of well purging and decontamination water in 55-gallon drums for
subsequent disposal when samples were collected for laboratory analysis.

Second quarterly Groundwater Monitoring and Remedial Action Progress Report January 13, 2012
anor Fourth Quarter 20 11 Status Report Page 4
CMI Wasle Water Treatment Plant Site (NONCD 0001092)
AMEC Proiect No.; 6228-08-4691
In addition to field QA/QC protocols, AMEC also submitted the following QAIQC samples to
the laboratory for analysis of VOCs using SW-846 Method 8260B during the Month 3 post -
injection sampling event:
One equipment rinse blank per event;
• One field duplicate sample per event; and,
■ One trip blank per laboratory cooler (for a total of three samples).
No target analytes were detected in the trip blank samples (TRIP BLANK 1, TRIP BLANK 2,
and TRIP BLANK 3y, indicating that contaminants of concern were not introduced during
shipping/transport and field handling procedures. No target analytes were detected in the
rinsatelequipment blank (RB-1) sample, indicating that adequate decontamination of non -
dedicated sampling equipment (i.e. submersible pump) was acheived during the sampling
event. The field duplicate sample (DUPLICATE) was collected from well EBMW-15.
Comparison of the analytical data between the standard and duplicate samples collected
from EBMW-15 yielded almost identical results. Based on these results and associated
laboratory quality control procedures, the results are considered acceptable for their intended
purpose of evaluating groundwater quality at the Site.
Sampling Results
To date, AMEC has conducted one groundwater sampling event (Month 3 — October 2011)
subsequent to injection. The next groundwater sampling event is scheduled for March 2012.
As such, comparison of pre- and post -injection groundwater quality data is considered pre-
mature. An evaluation of these data, including data obtained during the planned March 2012
sampling event, will be included in the 4`�' Quarterly Monitoring Report. For reference,
groundwater quality data obtained from select monitoring and injection wells at the Site to
date are shown on Table 2. The laboratory analytical reports are attached to this report.
Map
A site map showing groundwater monitoring and injection wells within and in the vicinity of
the treatment area is attached to this report,

Second Quarterly Groundwater Monitoring and Remedial Action Progress Reporl January 13, 2012
and Fourth Quarter 2011 Status Report Page 5
CMl Waste Water Treatment Plant Site (NOMCa 0001092)
AMEC Project No.: 6228-08-4691
The Remediating Party and Registered Site Manager Certification Statements are attached
in accordance with 15A NCAC 13C.0306(h).
Sincerely,
MACTEC ENGIN WNGrAN CONSULTING, INC. -
I
Mark P. Filardi, P.G. dre lark, L.G.
Senior Geologist Principal Geologist
Cc: Mr. David Goodrich, Aquifer Protection Section, 1636 Mail Service Center, Raleigh, NC 27699
Enclosures:
REC Certifications
Tables
Figure
Month 3 Laboratory Analytical Reports

REC PROGRAM CERTIFICATION

REC PROGRAM DOCUMENT CERTIFICATION FORM - PAGE 1 OF 2
IHSB SITE NAME CMI Waste Water Treatment Plant Site
DATE & NAME OF DOCUMENT 2nd gqalterly Groundwater Monitoring and RA Progreso 1/11/2012
TYPE OF SUBMITTAL (chyle an that apply lR-eport Work plan, Work Phase Comp. Statement, Schedule Change
RE, MEDIATING PARTY DOCUMENT CERTIFICATION STATEMENT (.0306(B)(2)}
"I certify under penalty of Iaw that I have personally examined and am familiar with the information contained in this
submittal, including any and all documents accompanying this certification, and That, based on my inquiry of those
individuals immediately responsible for obtaining the information, the material and information contained herein is,
to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant pen olties
for willfully submitting false, inaccurate or incomplete information."
Jaynes A. Ovenden
Name of Rmnediating Party
Si ilHC o Reme 5aturg Panty pate
NOTARIZATION
'Sak 1111 1 y, (F.iiter Slate)
Gn COUNTY
TM CWl!����7 'bbn a Notary Public of said County and State, de hereby certify that
S.
t 0 -6-, N1 -t°,6-1 did personally appear and sign before me this day, produced proper identification
in the form ofwas duly sworn or affirmed, and declared that, to the best of his or her
knowledge and belief, after thorough investigation, the information contained in the above certification is trite and
accurate, and he or she Bien signed this Certification in my resenee. �h
SS my hand and official seal this 10 day of oUli
ota Pu 5�;�� SEAL.}
ry (signature) k�•�,GEy PLe,q
/Y Qp . • , •.. , +4g .
01,
My connnission expires:tytJTA� J-
PuquG
,�
•.
Document Certification Form No. DC -I
(J?euised 8111)

REC PROGRAM DOCUMENT CERTIFICATION FORM - PAGE 2 OF 2
IHSB SITE NAME CMI Waste Water Treatment Plant Site
DATE & NAME OF DOCUMENT Second gjuVerly Groundwater Monitoring and Remedial Pd 1 3 2 11
TYPE OF SUBMITTAL (circle all that apply). AOpa , Work plan, Work Phase Comp. Statement, Schedule Change
REGISTERED SITE MANAGER CERTIFICATION OF SIGNATURES
As the Registered Environmental Consultant for the Site for which this filing is made, I certify that the signatures included
herewith are genuine and authentic original handwritten signatures and/or true, accurate. and complete copies of the genuine and
authentic original handwritten signatures of the persons who purport to sign for this filing. I further certify that I have collected
through reliable means the originals and/or copies of said signatures from the persons authorized to sign for this filing who, in
fact, signed the originals thereof. Those persons and I understand and agree that any copies of signatures have the same legally
binding effect as original handwritten signatures. and I certify that any person for whom I am submitting a copy of their signature
has provided me with their express consent to submit said copy. Additionally, I certify that I am authorized to attest to the
genuineness and authenticity of the signatures, both originals and any copies, being submitted herewith and that by signing
below, I do in fact attest to the genuineness and authenticity of all the signatures, both originals and copies, being submitted for
this filing.
Andrew M. Clark
ltiia Eta ' t d Site Manager
r' 1
ature oTftegistered Site Manager bate
REGISTERED SITE MANAGER DOCUMENT CERTIFICATION STATEMENT (.0306(b)(1))
"I certify under penalty of law that I am personally familiar with the information contained in this submittal, including any and
all supporting documents accompanying this certification, and that the material and information contained herein is, to the best of
my knowledge and belief, true, accurate and complete and complies with the Inactive Hazardous Sites Response Act G.S. 130A-
310, et seq, and the remedial action program Rules 15A NCAC 13C .0300. I am aware that there are significant penalties for
willfully submitting false, inaccurate or incomplete information."
Andrew M. Clark
Name of d Si anager
Sign atugis to Manager
NOTARIZATION
Q1;il A-914EnI LT SLate]
(( 1�()Z
pate
COUNTY
I, LAL a Notary Public of said County and State; do hereby certify that
(Ja did personally appear and sign before me this day, produced proper
identification in the form of C [IV i i mcp- , was duly swam or affirmed, and declared that, he or she is the
duly authorized environmental consultant of the remediating party of (lie property referenced above and that, to the best
of his or her knowledge and belief. after thorough investigation, the information contained in the above ceiiifications is
true and accurate, and lie or she then signed these Certifications in my presence.
WITNESS rru hand and official seal this day of
(OFF14L SFA 1. )
Nolary lic ignat y
wstp L (tang
My commission expires! _.NawyN �>r
Mottle cook&
Document Certification Form No. DC- 11
(Revised 8/1 l)

Table 1
Performance Monitoring Water Quality parameters and Monitored Natural Attenuation Parameters
Former CMI WWTP
Elkin, North Carolina
AMEC Project; 6228.08-4691
Well ID
Date
Depth to
Water bt0c}
(ft
Temperature
{`C]
Turbidity
{NTIJ]
Canducli�ity
[US1cm]
Total Hardness
(mglL]
Total Dissolved
Solids
(mglL)
oxygen
Reduction
Potential �mV]
pH
Alkalinity (total)
as Ca CD,
(mgfL}
Ferrous
Iron {mglL]
Manganese
[pgR]
Calcium
[pg1L}
Methane
(poll-)
Dissolved
OxygenOxygen
Nitrate
[mglL]
Nitrite
[mglL]
Sulfate
(mglL)
Sulfide
{mg1L]
Chloride
(mg1L)
Ethane
[}7g1L)
Ethane
(pg1L)
TOC
[mgll ]
EBMW-1
8125=09
13.02
2240
NM
-••
NM
0.970
1,10 _
1.06
NA
NA
NA
NA _
533
NA
91
6,87
455o
NO
NA
NA _
NA _
2.69
NA
NA
NA
4,15
NO
NO
79.7
NO
83.4
NO
ND
50,2
512011
••
-_ ..--
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
W1212011
14.96
1C10
634
NA
-9
6.95
NA
NA
NA
NA
1,20
NA
NA
NA
NA
NA
NA
NA
NA
10/3/2011
WAS
15.15
0.00
464
NA
127
7.11
447.0
0.50
156
0,188
1,93
40.20
-o.10
6.9
C0.10
712
<10D
<10,0
7.3
12/8/2011
15,59
15.91
3,90
-110
B.47
NA
NA
NA
NA
2.42
NA
NA
NA
NA
NA
NA
NA
NA
EBMW-5
8128MM
12AS
17.90
NM
NM
0.993
1.13
1,44
NA
NA
NA
-49
5,95
139,0
10,8
NA
NA
NA
NA
0,14
ND
NO
NO
NO
182.0
NO
NO
24,8
W16I2o11
12,50
14.32
5,40
NA
-IS
&48
NA
NA
NA
NA
4,36
NA
NA
NA
NA
NA
NA
NA
7/12/2011
13.69
54.99
-999
NA
NA
-119
4.64
NA
NA
NA
NA
NA
0.11
NA
NA
NA
NA
NA
NA
NA
_NA
NA
1012DII
- NA'
12AMI1
12,54
Imo
195
NA
NA
-464
5.43
NA
NA
NA
NA
NA
2.03
NA
NA
NA
NA
NA
NA
NA
E13MW-6
5116I2011
NM
NM
NM
NM
NM
NA
NA
NM
NM
NA
NA
NA
NA
NA
NM
NA
NA
NA
NA
NA
NA
NA
NA
711212011
NM
NM
NM
NA
NA
NM
NM
NA
NA
NA
NA
NA
NM
NA
NA
NA
NA
NA
NA
NA
NA
10=11
NA
NA
12JU2-01 -IT
12.65
15.49
137
1,26
NA
NA
.233
6,71
NA
NA
NA
NA
NA
0.19
NA
NA
NA
NA
NA
NA
NA
NA
8129/2009
17.35
17.0D
NM
NM
NA
NA
176
4.81
6.7
NO
NA
NA
NA
132
1.9
No
19.5
NO
34A
NO
NO
2.0
5+1812Q71
1136
13,01
463
0.171
NA
NA
223
5.12
NA
NA
NA
NA
NA
2.99
NA
NA
NA
NA
NA
NA
NA
EB1�AW-7
7112t2011
19,32
13,87
0A0
0,96
NA
NA
-236
6.09
NA
NA
NA
NA
NA
1.26
NA
NA �
NA
NA
NA
NA
NA
NA
1014011
19.95
18,99
527
1,22
345
838
-93
SAO
34,0
81.9
1.48
103
0.0486
IA2
40.20
uii
5-0
o.58
91.1
ii0.0
s10.0
425,0
12/8/2011
16.36
16.13
0,00
1,07
NA
NA
-222
8.11
NA
NA
NA
NA
NA
1.47
NA
NA
NA
NA
NA
NA
NA
NA
&2812009
i1.90
19,60
NM
NM
NA
NA
-7
5.98
86.1
31
NA
NA
NA
0.34
NO
NO
18.7
NO
105.0
NO
ND
ml
5116i2011
12.58
13.69
39.30
0.518
NA
NA
184
6.14
NA
NA
NA
NA
NA
5.00
NA
NA
NA
NA
NA
NA
NA
NA
EBMW$
7112/2011
i3,48
14,63
136
EL49
NA
NA
230
2.58
NA
NA
NA
NA
NA
9.2e
NA
NA
NA
NA
NA
NA
NA
NA
12B12011
14.23
1587
208
5,73
NA
NA
223
3.14
NA
NA
NA
NA
NA
0,41
NA
NA
-NA
NA
NA
NA
NA
NA
8)2612DD9
14,81
16.60
NM
NM
NA
NA
-w
6.30
136.17
24A
NA
NA
NA
0.20
ND
NO
6.5
NO
197.0
NO
NO
362
512011
NA
NA
••
»
NA
NA
NA
NA
NA
••
NA
_
NA
_
NA
NA
NA
NA
NA
NA
EBMW-9
V1212011
1&49
ie,34
aggg
3,74
NA
NA
10
3.76
NA
NA
0,74
NA
NA
NA
NA
NA
NA
NA
NA
1012011
NA
NA
NA
12W2011
14,37
15,49
` 20.40
8.49
NA
NA
-407
3,61
NA
NA
NA
NA
NA
1,51
NA
NA
NA
NA
NA
NA
NA
NA
&+3012009
12.52
i8.36
NM
NM
NA
NA
-26
5,98
12D,0
NO
NA
NA
NA
OA8
t7
NO
1&6
NO
30A
No
NO
45,0
Ulwo11
12,85
13.79
5.50
0.322
NA
NA
166
eZ7
NA
NA
NA
NA
NA
4J5
NA
NA
NA
NA
NA
NA
NA
NA
EBMW.10
7/12/2011
13.01
14,17
589
0.900
NA
NA
309
2,89
NA
NA
NA
NA
NA
0,51
NA
NA'
NA
NA
T NA
NA
NA
NA
1012011
1216f2011
14.55
15,77
487
0413
NA
NA
289
3,2D
NA
NA
NA
NA
NA
0.63
NA
NA
NA
NA
NA
NA
NA
NA
541612011
11.T7
13,33
62,60
0,101
NA
NA
220
6.04
NA
NA
NA
NA
NA
432
NA
NA
NA
NA
NA
NA
NA
NA
EBMW-11
7112=11
12.12
16.45
76.80
GA17
NA
NA
297
4,89
NA
NA
NA
NA
NA
1.32
NA
NA
NA
NA
NA
NA
NA
NA
10121211
NM
NM
NM
NM
NM
NM
NM
NM
NA
NA
NA
NA
NM
NA
NA
NA
NA
NArjok
NA
NA
1V&=1
13.23
15.48
81,37
0.12
NA
_
NA
264
4,91
NA
NA
_NA _
- NA
NA
NA
1-46
NA
NA
NA
NA
NA
NA
NA
5/16/2011
18-73
14.93
17.90
0,357
NA
NA
233
522
NA
NA
NA
NA
NA
3.86
NA
NA
NA
NA
NA
NA
NA
EBMW-12
71t2gD11
19.32
15,93
fief
0-607
NA
NA
-72
&63
NA
NA
NA
NA
NA
0,40
NA
NA
NA
NA
NA
NA
l NA
101201 i
NM
NM
NM
NM
NM
NM
NM
NM
NA
NA
NA
NA
NA
NM
NA
NA
NA
NA
NA
NA
NA
1216/2011
i7.93
16.47
675
0.93
NA
NA
-63
&56
NA
NA
NA
NA
NA
0,32
NA
NA
NA
NA
NA
NA
NA
EBMW-13
5/16/2011
16.80
NM
NM
NM
NM
NM
NM_
W
NM
NA
NA
NA
NA
NA
NM
NA
NA
NA
NA
NA
NA
NA
7/12/2011
20.89
NM
NM
NM
NM
NM
NM
NA
NA
NA
NA
NA
NM
NA
NA
NA
NA
NA
NA
NA
1012DII
I NM
NM
NM
NM
NM
NN1
NM
NM
NA
NA
NA
NA
NA
NM
NA
NA
NA
NA
NA
NA
NA
NA
1216/2011
1 20,37
NM
NM
NM
NM
NM
NM
NM
NA
NA
NA
NA
NA
NM
NA
NA
NA
NA
NA
NA
NA
NA
&2BI2009
16.25
21,20
NM
NM
NA
NA
187
4.54
7,3
ND
NA
NA
NA
2.40
30,7
1 NO
3&9
NO
13A
NO
NO
6.9
&1812011
14.67
12.70
8,80
01439
NA
NA
287
4,69
NA
NA
NA
NA
NA
5.57
NA
NA
NA
NA
NA
NA
NA
NA
EBMW-14
7112I2011
17.20
14.09
0.80
0.688
NA
NA
•105
6.00
NA
NA
NA
NA
NA
0,21
NA
NA
NA
NA
NA
NA
NA
NA
101412DII
18,D6
16,07
0.00
0.811
48.90
482
451
6.64
223-0
63,0
7Z5
10.0D
0.201
2A7
aD,ZO
0.33
ea()
Z025
38.4
410.0
410.0
63.6
1216/2011
16.59
15,45
233
1.07
NA
NA
-205
6.58
NA
NA
NA
NA
NA
Z47
NA
NA
NA
NA
NA
NA
NA
_-
�NA
5116I2011
14.15
1626
15M
0,224
NA
NA
216
5.84
NA
NA
NA
NA
NA
2AS
NA
NA
NA
NA
NA
NA
NA
NA
EBMW-i5
7172I2011
15.28
NM
NM
NM
NM
NM
NM
NM
NA
NA
NA
NA
NA
NM
NA
NA
NA
NA
NA
NA
NA
NA
10/4/2011
16.53
16.69
1 0,00
0,837
161
350
78
8.1e
290-0
40.50
182
3&40
cA73
2.14
40.2D
40.10
15A
40.10
60.9
410,0
410.0
15.6
121 Ml1
1 &54
16.33
209
1.25
NA
NA
-32
6.58
NA
NA
NA
NA
NA
0.75
NA
NA
NA
NA
NA
NA
NA
NA
5116I2011
12,35
14.12
204
0,113
NA
NA
261
4.83
NA
NA
NA
NA
NA
3.29
NA
NA
NA
NA
NA
NA
NA
NA
EBMW-16
7/12/2011
13.53
I&DO
10,20
0,3430
NA
NA
�aD
5.36
NA
NA
NA
NA
NA
0.65
NA
NA
NA
NA
NA
NA
NA
NA
1216*1311
14,25
16.31
999
0,93
NA
NA
-96
5.90
NA
NA
NA
NA
NA
1.42
NA
NA
NA
NA
NA
NA
NA
NA
612011
NM
NM
NM
NM
NM
NM
NM
NM
NA
NA
NA
NA
NA
NM
NA
NA
NA
NA
NA
NA
NA
NA
EBMW-17
7=11
NM
NM
NM
NM
NM
NM
NM
NM
NA
NA
NA
NA
NA
NM
NA
NA
NA
NA
NA
NA
NA
NA
10/412011
15.95
15.41
0.00
0.407
52.20
213
-71
9,07
1410
c0.50
0,D537
18.90
0,016
2,02
1.7
t0,10
12.8
0.10
55.0
410,0
15,3
20.4
12/812011
19,90
15.67
253
0,45
NA
NA
-158
9.48
NA
NA
NA
NA
NA
0.53
NA
NA
NA
NA
NA
NA
NA
NA
613012009
9,45
km
NM
NM
NM
NM
•141
5-41
1 TU
ND
NA
NA
NA
0.46
NO
6.3
ND
310.0
DA
0.2
33.9
$11612011
11,97
_ 14,00
7.80
1,57
NA
NA
-11
6,83
NA
NA
NA
NA
NA
3.11
NA
NA
NA
NA
NA
NA
NA
EBMW-18
7/1212011
12,54
IK 2
0,00
1,440
NA
NA
-111
7.18
NA
NA
NA
NA
NA
0.27
NA
JTII
NA
NA
NA
NA
NA
NA
50/412011
13.51
_7399
iK517
000
060
1.61
604
1030
-94
7.35
217.0
-0.50
0,134
2110
0.026
2.19
411.20
__5.4
NA
Nq
e0.10
348.0
BDD
an
43.6
12161201t
13.36
1,56
NA
N
-Us
7.26
NA
NA
NA
NA
NA
047
NA
NA
NA
NA
NA
NA

Table 1
Performance Monitoring Water Quality Parameters and Monitored Natural Attenuation Parameters
Farmer CMI WWTP
Elkin, North Carolina
AMEC Project: 6228.06.4691
Well ID
pate
Depth to
Water
(ft bloc)
Temperature
('C)
Turbidity
(NTII)
Conductivity
({1SIcm)
Total Hardness
(mgfL)
Total Dissolved
Solids
(mg1L)
Oxygen
Reduction
Potential (mV)
pH
Atka Iinity (fatal)
as CaCO3
(mglL)
Ferrous
Iron (mglL)
Manganese
(pg1L1
Calcium
[pgk)
Methane
(pg1L)
Dissolved
Oxygen
(mg1Lj
Nitrate
[mg1L)
Nltrile
[-OfO
Sulfate
(mg/L)
Sulfide
(mgfL)
Chloride
{mglL)
Ethane
(pglL)
Ethene
(pgIL)
TOC
(mg1L)
EBMW-19
V112009
16.29
I8,20 _
15.30
15.22
_NM _
5.40
458
NM
_ NM
NA
NA
144
NA
tVM
NA
NA
323
NA
-100
145
7,53 _
140.p
NO
NA
NA _
NA
NA
028
NO
NA
NA
ND
NA
NA
125.0
0.1
NO
NP
NO
6.5
5f1812011
13.51
U97
6,75
NA
NA
NA
NA
8.67
8.17
NA
NA
NA
NA
NA
NA
711212011
19.33
0.434
42
6.98
NA
NA
KA
NA
NA
NA
NA
NA
NA
NA
NA
i07312011
10.90
19.83
_
0.015
0,624
30
8,05
151.0
c0.50
0.41
34,60
<0'010
7,27
c0.23
1.1
146.0
<0.25
<5.0
r10.0
�10.0
21A
12MMI1
20.08
1&92
>g9y
0,65
-89
6.77
NA
NA
NA
NA
NA
0.92
NA
NA
FLA
NA
_
NA
NA
NA
NA
EBMW-21
812W2D09
11AD
20.80
NM
NM
NM_
KA _
NA
112 _
NA
_ NM
NA
NA
Z08
NA
52
7.50
156,0
NO
NA
NA
NA
6,15
NO
NO
No
NO
22$
NO
NA
NO
5-1
y16f2011
15.44
13.49
5.40
0.316
129
7.27
NA
NA
NA
NA
NA
6,79
NA
NA
_wi
NA
NA
NA
NA
7112J2011
16.D9
_
1&36
>m
0,348
282
6.30
NA
NA
NA
NA
NA
3.28
_
NA
NA
NA
NA
NA
NA
NA
NA
1014=11
721612Q11
13,87
18.16
0.00
0,442
-92
7.15
77.1
<0,50
0.0318
36,W
0,021
2.71
cO,20
<0.10_
5.8
<0.10
s5.0
�10.0
NA
0OX
16,0
15.95
15.32
0.00
0,38
-145
6.66
NA
NA
NA
NA
NA
0.86
NA
NA
NA
NA
NA
NA
NA
6IM2009
y1612011
5.65
18.70
NM
NM
NM
NM
-3
9.89
76.8
NO
NA
NA
NA
5.38
NO
NO
12&0
NO
26A
NO
0,0
11,6
1124
13.6E
5.60
0.462
NA
NA
:9
8.33
NA
NA
MA
NA
NA
7,41
NA
_
NA
NA
NA
NA
NA
NA
NA
EBMW-22
7112Y1011
12.15
15.84
911
0.527
NA
NA
-72
9.04
14A
NA
NA
NA
NA
O,d4
NA
NA
NA
NA
NA
NA
NA
NA
10/3/2011
18,36
0.00
2,780
1140
480
-82
12.21
735.0
<0,5D
0,45
401
0,D474
2,81
<D.20
c0.10
136.D
c0,10
1919
■10.0
45.4
9.0
12/6/2011
_13.18
13.8d
15.81
W.40 _
0.57
NA
NA
-369
9.05
NA
NA
NA
NA
_
NA
0.58
NA
NA
I NA
NA
NA
NA
NA
NA
EBMW-23
71V2009
16.88
19.20
NM
NM
NM
NM
122
5.45
35.7
NO
NA
NA
NA
6.98
1,0
NO
84,0
NO
24.4
NO
NO
2.5
&512511
19.48
15.12
360
D.45a
NA
NA
783
5.32
NA
NA
NA
NA
NA
3,85
NA
NA
NA
NA
NA
NA
NA
NA
EBMW-29
711=011
19.22
15.73
483
0.457
NA
NA
-20
5,65
NA
NA
NA
NA
NA
0,48
NA
NA
NA
NA
NA
NA
NA
NA
SQ1312011
20.76
21,72
0.00
0.594
80.30
159
170 _
-196
67.5
1.3
7AS
21,40
0.0136
1,82
<0.20
eGAD
813
<0J0
c5.0
Z10.0
a10.0
9A
12/6/2011
20.40
16.10
95.70
13 7m
NA
NA
_5.49
6,07
NA
NA
NA
NA
NA
3,12
NA
NA
NA
NA
NA
NA
NA
NA
51512Q11
2077
20,77
521
0,72D
NA
NA
57
5.92
NA
NA
NA
NA
NA
3,12
NA
NA
NA
NA
NA
NA
NA
NA
EBMW-30
711212011
21.66
15.30
557
0.753
NA
NA
145
6.05
NA
NA
NA
NA
NA
0.45
NA
NA
NA
NA
NA
NA
NA__
NA
1015fZQ11
22.40
NM
NM
NM
_
182
_
392
NM
NM
175.0
18.7
7.00
41.50
0.01$4
NM
<0.20
0.46
<50
1 0.56
83.0
c10.0
c0_0
1
26.5
NA
IM2011
21,52
15.99
693
0,92
-- -- NA
NA
-203
B-15
tJA
NA
NA
NA
NA
2.65
NA
NA
NA
NA
NA
NA
NA
51512Q11
14,a8
13.13
420
0.311
NA
NA
250
4,66
NA
NA
NA
NA
NA
4.84
NA
NA
NA
NA
NA
NA
NA
NA
EBMW-31
7112/2011
1&30
14.37
>qw
BA33
NA
NA
40
5.47
NA
NA
NA
NA
NA
i,80
NA
NA
NA
NA
NA
NA
NA
NA
10/512011
18,13
NM
NM
NM
322
-
624
NM
NM
41.7
58.4
6.34
71.OD
0.0147
NM
�0.20
0.14
<5L
&0,10
292.0
c10,0
00.0
4&5
12/6/2011
18.78
15.62
359
1.25
NA
NA
-72
5,47
NA
NA
NA
NA
NA
3,54
NA
NA
NA
NA
NA
NA
NA
NA
5/512011
14.07
12.90
NM
0.514
NA
NA
315
4.69
NA
NA
NA
NA
NA
5.15
NA
NA
NA
NA
NA
NA
NA
NA
EBMW-32
7/12/2011
16,02
14,33
>999
0.725
NA
NA
-24
&25
NA
NA
NA
NA
NA
- 038
NA
NA
NA�
NA
NA
NA
NA
NA_
IQ1812011
lam
NM_
�15.30
_ NM
16.10
NM
1.39
281
NA
708
NM
-111
NM
5.65
719
~fJA
77.9
3.28
79.90
OA423
NM
cO,20
6.11
<5.0
c0,10
269A
�10.Q
�10.0
54.1
IZV2011
`l&22
_
NA
- NA
NA.
NA
NA
2.45
NA -
- NA
NA
NA
NA
NA
NA
_
NA
IW-12aA
51161W011
17.92
15,31
8.50
0.423
NA
NA
93
5.72
NA
NA
NA
... _ NA
NA
NA
3.41
NA
NA
NA
NA
NA
NA
NA
NA
NA
711212Q71
_
26.59
16.61 _
597
- - 617
I.340
NA
NA
170
3.78
NA
NA
NA
NA
1,56
NA
NA
NA
NA
NA
NA
Nfi
_
121612011
23.47
15.89 ---
1.476
NA
NA
209
3.56
NA
NA
NA
NA
NA
1.37
NA
NA
NA
NA
NA
MA
NA
NA
FW-14+
SI161Z011
15.01
14.15
6AC
2.17
NA
NA
101 _
5.77
NA
NA
NA
NA _
- -NA
NA
NA
3.76 _
0.2Z
NA_
NA
NA
NA
NA
NA
NA
NA
NA
7112/2011
_
16,52
14.89
>999
Z360
NA
NA
-43
5.34
NA
NA
NA -
NA
NA
NA
NA
NA
NA
NA
12161201,
1&63�
15.35
>999
08
NA
NA
119
3,31
NA
NA
NA
NA
NA
2,02
NA
NA
NA
NA
NA
NA
NA
NA
5/16/2011
14.39
14.37
535
0.156
NA
NA
207
5.77
NA
NA
NA
NA
NA
5167
NA
NA
NA
NA
NA
NA
NA
NA
FAMW-1
7I2011
«
..
..
«
..
..
1012017
..
..
..
..
..
«
..
..
..
..
- «
..
1216/2011
16.44
16,28
>999
0,178
NA
NA
285
5.42
NA
NA
NA
NA
NA
3.31
NA
NA
NA
NA
NA
NA
NA
NA
5f2D15
NM
NM
NM
NM
NM
NM
NM
NM
NA
NA
NA
NA
NA
NM
NA
NA
NA
NA
NA
NA
NA
NA
FPM
71Z011
NM
NM
NM
NM
NM
NM
N
NM
NM
� NM
NA
NA
NA
N0.
NA
NM
NA
NA
NA
NA
NA
NA
NA
NA
10=11
NM
NM
_
NM
NM
NM
NM
NM
NM
NA
NA
NA
NA
NA
NM
NA
NA
NA
NA
_
NA
NA
NA
NA
12mmi1
NM
NM
NM
NM
NM
NM
NM
NM
I NA
NA
NA
NA
NA
NM
NA
I NA
NA
NA
NA
NA
NA
NA
SM11
NM
NM
NM
NM
NM
NM
NM
NM
NA
NA
NA
NA
NA,
NM
NA
NA
NA
NA
NA
NA
NA
NA
FPMW-5
712411
NM
NM
NM
NM
NM
NM
NM
NM
NA
NA
NA
NA
NA
NM
NA
NA
NA
NA
NA
NA
_
'NA
lVA
f015YLQ11
15.81
16.34
0.00
1.11
184
302
133
7.83
292
11
1.43
65,40
cDAIO
209
�20
c0110
14 0
<GA0
es'o
s10.0
c10.0
14.6
t2f612011
13.51
15A5
7d.80
0.573
NA
NA
103
5.55
NA
_
NA
NA
NA
MA
727
NA
NA
NA
NA
_NA
NA
NA
NA
Notes
Pre-uryecWn measurements - May 2011
1-m0rdh Ptrsi-injection meaaurmenls = JOl 2011
3-month posl•injecW measurem ent5 = Oclaber 2011
rt bloc = feet be)ow top of casvtg
ystem = mk r[rsiemens Per cart-eter
NTV = neprldomelric turbrdily units
mg = militg rams per liter
'C = degrees celous
mV = millivolts
= Inject" presem in well, f ald wamemem not measured or anal gzea
[Auld not locate well at tlma of %8m play
NM - Not measured
EEMW13 - ObsWeled and ins of ,dent vol urn es 10 called measuram ems
EBMW-30. 31. 32 - Wells band dry, a ererbre waler quality measummems cat measured
FPMW-4 - Well obsmxled. measrremmts not collected
NA = Not Analyzed
Prepared BylOate'
13/p_
1,z

Table 2
Summary of Well Construction Details and Recent Groundwater Quality Data
VOC Analyses
Former CMI WWTP
Elkin. North Carolina
Well Construction Details
CDC Concentrations
Top of
Well !D
Casing
Screened
Constructed
Sampling
1,1.1-
1,1,2-
Vinyl
Elevation
Interval
Well Depth
Aquifer
pate
TCA
TCA
1,i-DCA
1,1-DCE
PCE
TC8
Chloride
(MSL)
Lft bgsj
ift 5gsj
Injection Wells
10/5/2006
183,000
NO
15,800
14,000
NO
N❑
ND
189,000
16,100
EBMW-5
94.29
29-39
39.0
SBR
12/17/2007
NO
16.500
<10,000
<10.000
<10,000
280,000
NO
NO
6/26/2009
57.5
43.8
49.6
15.1
NS
10/2011
NS
NS
NS
NS
NS
NS
10/1012006
87,200
NO
4,800
5,500
N❑
NO
ND
240,000
EBMW-8
96.52
21.7-31.7
36.7
SBR
12/18/2007
ND
11,200
10,600
<10.000
<10,000
<10,000
109,000
4,810
6/26/2009
47
8,530
35.1
98.0
5.7
NS
10/2011
NS
NS
NS
NS
NS
NS
10/4/2006
184,000
ND
9,920
13,000
ND
ND
ND
214,000
16,300
EBMW-9
96,29
45-55
55.0
SBR
1211W2007
ND
10,400
<10,000
<10,000
<10,000
327,000
ND
18,900
6/26/2009
61.2
11.6
39.3
8.5
NS
NS
1012011
NS
NS
NS
NS
NS
10/10/2006
202,000
ND
9,650
7,800
ND
ND
ND
73,000
EBMW-10
97.18
40-55
55.0
SBR
12/18/2007
ND
ND
NO
-
<16,000
<16,00.0
<16,000
23,200
6/30/2009
8.4
ND-
NO
44.4-
8.2
1_.1
NS
10/2011
NS
NS
NS
NS
NS
NS
IW-12+A
102.67
25-40
40.0
SBR
10/2011
NS
NS
NS
NS
NS
NS
NS
tW-14+
97A6
25-40`
40.0
SBR
10/2011
NS
NS
NS
NS
NS
NS
NS
Monitorin
Wells
10/4/2006
3,000
N❑
3,340
1,160
ND
ND
NO
EBMW 1
98.61
23,5-33,5
33.5
SBR
12/18/2007
6,100
NO
5,810
3,070
<160
<160
<160
6/25/2009
2,490
3A
4,190
1,330
<1.0
2.1
1.2
10/3/2011
796
<20.0
2 260
818
<20.0
<20.0
<20.0
EBMW-6
94.39
10-20
20.0
SBR
10/2011
NS
NS
NS
NS
NS
NS
NS
10/10/2006
71,000
ND
10,800
3,930
ND
ND
ND
EBMW-7
100.83
10.5-20.5
20.5
OVB
12/18/2007
80,100
NO
11,400
4,480
<4,000
<4,000
<4,000
6/29/2009
5,830
5
2,580
ND
22.9
8.1
<1.0
10/3/2011
8,900
<50.0
29,400
2290
<50.0
63.5
<50.0
EBMW-13
101 A 8
12-22
22.0
OVB
10/2011
NS
NS
NS
NS
NS
NS
NS
10/5/2006
34,200
NO
832
1,080
N❑
ND
ND
12/17/2007
110,000
N❑
ND
N❑
<5,000
<5,000
<5,000
EBMW-14
98.64
8.5-18.5
18.5
OVB
6/26/2009
17,600
ND
696
802
31.8
4_9
2,.2
10/4/2011
88,100IND
19,300
3,120
166
<100
<100
EBMW-15
100.87
8-18
18.0
OVB
10/4/2011
7.8
4A
9.1
<1.0
<1.0
<1.0
EBMW-16
98.77
8-18
18.0
OVB
10/2011
NS
NS
NS
NS
NS
NS
EBMWA7
95.58
75-90
90.0
SBR
10/4/2011
<1.0
2.7
1.0
<1.0
<1.0
<1A
10/10/2006
348,0003�0
fi,900
ND
ND
ND
309,00048,500
EBMW-18
97.43
68-78
78.0
DBR
12/18/2007
ND
<16,000
<16,000
<16,000
104,000
39,200
6/30/2009
ND
7,620
<50.0
<50.0
103
42�400
10/4/2011
<500
54100
3,500
<500
<500
<500
10/10/2006
54.9
NO
5.2
3.3
NO
ND
ND
EBMW-19
103,25
90-100
100.0
DBR
12/18/2007
11 A
NO
4.7
NO
-- <1
r1
<1
7/1/2009
2.6
NO
2.5
ND
<1.0
<1.0
<1-0
10/312011
<1.0
<11.0
1.4
<1.0
<1.0
<1.0
<1.0
10/9/2006
2,580
ND
136
90.0
N❑
ND
EBMW-21
100.94
110-125
125.0
DBR
12/18/2007
1,540
ND
61
50.5
<50
_ND
-<50
<50
6/29/2009
4,360
NO
1,190
280.0
3.7
<1.0
1.8
10/4/2011
341
<2.0
234
45.5
<2.0
<2.0
<2.0
10/5/2006
10,800
ND
1,820
1,050
ND
N❑
ND
5,160
EBMW-22
96.67
105125
125.0
❑BR
12M9/2007
ND
772
500
<400
<400
<400
6/25/2009
5,080
ND
2,230
1,090
<1.0
1,1
3
10/3/2011
2,860
<20.0
2,640
741
<20.0
<20.0
<20.0
EBMW-29
103.16
15-25
25.0
OVB
515/2011
278
<1.0
66.7
51.1
<1.0
<U
t1.0
10l312011
234
<1.0
79.8
48.4
<1.0
<1.0
<1.0
EBMW-30
104.37
12-22
22.0
OVB
5/5/2011
22,000
4.9
2,850
2,590
3_7
5_9
2_7
32 700
10/5/2011
<200
32,800
fi 330
<200
<200
<200
EBMW-31
99.05
8-18
18,0
OVB
5/5/2011
39,300
24.8
3,960
3,720
48.1
11.6
1_9
221.000
1014/2011
<200
22.600
19.600
<200
<200
<200
EBMW-32
97.1
10-20
20.0
OVB
5/5/2011
1.970
<20.0
3,590
101
<20.0
<2U
<20.0
10/4/2011
28,300
53.4
30 300
3 980
<20.0
29.0
21.5
FAMW-1
101.87
4.8-14.8
14.8
OVB
1012011
NS
NS
NS
NS
NS
NS
NS
FPMW-4
96,12
6-16
16.0
OVB
1012011
FPMW-5 1
95.02
6-16
16.0
OVB
1015/2011
<1.0
t1.0
9.8
<1.0
<1.0
<1.o
<1.0
2L Standards
200
-
70
7
0,7
3
0.03
Notes:
1. Concentrations reported in units of ug1L.
2. Concentrations in bold -face underlined type exceeded the 2L Standards.
3. Groundwater quality data from 2005-2006 adapted from Table 3 of Supplementary Phase 11 Test Pit and
Monitoring Well Explorations and Soil, Groundwater, Stream, Sediment, and Surface Water Sampling
Report, dated January 29, 2007 and prepared by Trigon Engineering Consultants, Inc.
4. Groundwater quality data from 2007 adapted from Table 3-4 of 2007 Annual Groundwater Monitoring Report,
dated May 2008 and prpared by Sevee & Maher Engineers, Inc.
5. Injection completed June 13, 2011,
6. NS = Not Sampled.
7- Well IW-14+ installed as an open -borehole bedrock well.
8. Wells EBMW-5,6,8,9,10,13 and 16 had injectat present and were not sampled in October 2011.
9. Wells FAMW-1 cout not be located during Otober 2011.
10. Well FPMW-4 has a down well obstruction and can not be sampled.
11. SBR = Shallow Bedrock.
12. DBR = Deep Bedrock.
13, OVB = Overburden.
Frepared hy: _3r .1,3110�
P:18228 Ernironmerilalljvhsl2D0818228 f1&d697 CMI WW P RFCEEPjIRAP Implemerkal anlPasi-Injection MonitvringlPerfvrmance Montoring VpCs, WO, and MNA Checked hy: 4;1 � i ���

FIGURE

.I
. 1
1
,` 11
FLYASH
BASIN
1
I 1
` EBMW-4
I _Ji-
YAMW-x i
/ 1
AREA c (NOT core
EBMw-23 1
EBMW-24 \
t.
/ ti 1 �"
\ss
� ass~ •
' —ss
EBMW-2 7 EBMW-18 � � f fl3EBMW-22
M E8Mw-11
--
� r
\'F <BiAW-14 - � J r
EBAAW
+EBMW-28
AREA• E
EBMW-21 f13 EB►aw-7 \`
:FAMW-1 'AEB>d
EBMW-12 W-25Fm \
.
EBMW-3 -'� EB�AW-32 AREA A
-f EBMW-.20 �
EBMW-13
EBMW-30
�EBM•W-19 - . � ..
APPROXIMATE TOP OF
. BANK OF YADKIN RIVER
y EXPLANATION
STREAM OVERBURDEN WELLS
— — PROPERTY LINE BEDROCK WELLS
—SS— SEWER LINE UPPER BEDROCK INJECTION WELL (25-45•)
APPRID MATE SCALE IN FEET — — — APPROXIMATE TOP OF BANK PILOT TEST INJECTION WELLS (ABANDONED)
TEMPORARY OVERBURDEN INJECTION POINT
50 25 0 50
FPMW-50.
NOTES:
BASE MAP AFTER SPATCO ENVIROMENTAL SERVICES
DRAWING No. 9-179o. FIGURE 2
MONITORING WELL LOCATIONS AFTER BUNN
ENGINEERING SURVEY MAP, PROJECT NO. B020603.
6/8/04 (REVISED 10/24/05 and 10/02/06)
SELECT MONITORING WELLS SURVEYED BY R.H. PHARR
ON 6/23/11, ALONG WITH THE LOCATION OF ALL
TEMPORARY INJECTION POINTS.
a

MONTH 3 LABORATORY ANALYTICAL REPORTS

1!aceAnalylical4
wwwpaCefaks,471P
October 12, 2011
Mr. Mark Filardi
AMEC-Chariotte
2801 Yorkmont Road
Charlotte, NC 28208
PaceAna lytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27286
(336P3-8921
RE: Project: CM WWTP 6228-08-4691
Pace Project No.: 92103587
Pace Analytical Services, Inc.
2 22 5 Riverside ❑r.
Asheville, NC 28804
{826y254.7176
Received by MPF
10/12/11
Pace Analytical Services, Inc.
9800 Klncey Ave. Suite 100
Nuntersville, NC 28078
[phone]
Dear Mr. Filardi:
Enclosed are the analytical results for samples} received by the laboratory on October 04, 2011.
The results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards, where applicable, unless otherwise narrated in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
It you have any questions concerning this report, please feel free to contact me.
Sincere#y,
Kevin Godwin
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Ana10cal Services, Inc..
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e Pace Analytical Services, Inc. Pace Analytical Services, Inc.
_ acemalytical 205 East Meadow Road - Suite A 2225 Riverside Dr.
j' www.puefabs.wm Eden, NG 272U Asheville, NC 28804
(336)62"921 [phone]
CERTIFICATIONS
Project: CMI WWTP0228-08-4691
Pace Project No.: 92103587
Minnesota Certification IDs
1700 Elm Street SE Suite 200, Minneapolis, MN 55414
A2LA Certification #: 2 926. 01
Alaska Certification #: UST-078
Alaska Certification #MN00064
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Charlotte Certification IDs
9800 Kincey Ave. Ste 100. Huntersville, NC 2 807 8
North Carolina prinking Water Certification #: 37706
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North Carolina Wastewater Certification #: 12
South Carolina Cerlificatlon #: 99006001
South Carolina Drinking Water Geri. #: 99008003
Virginia Drinking Water Certification #: D0213
Asheville Certification IDs
2225 Riverside Dr., Asheville. NC 28804
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FloridafNELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana D H H Drinking Water # LA 1OD031
West Virginia Certification #: 357
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REPORT OF LABORATORY ANALYSIS
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[phone]
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Pace Analytical Services, Inc- Pace Analytical Services, Inc. Pace Analytical Services, tnc.
a'OAnalyllcal 205 East Meadow Road • Suite A 2225 Riverside Dr 9800 Kincey Ave. Suite 100
nwwpa�l scam Eden, NC 27288 Asheville, NC 28804 Huntersville, NG 29078
[phone] [phone] [phone]
SAMPLE ANALYTE COUNT
Project CMI WW7P6228-08-4691
Pace Project No.. 92103587
Analytes
Lab ID Sample I❑ }Method Analysts Reported Laboratory
92103587001 EBMW4 RSK 175 SK4 3 PASI-M
SM 23408 JMW 1 PASI-A
EPA6010 JMW, SHB 2 PASI-A
EPA 8260 MCK 63 PASI-G
SM 23208 AES 2 PASI-A
SM 2540C GW1 1 PASI-A
SM 3500-Fe 0#4 LEP 1 PASI-A
SM 4500-S2C AES 1 AASI-A
EPA 300-0 SAJ 1 PASI-A
EPA 353.2 DMN 2 PASI-A
SM 4500-CI-E JDA 1 PASI-A
SM 5310B SAJ 1 PASI-A
92103587002 EBMW-22 RSK 175 SK4 3 PAS!-M
SM 2340B JMW 1 PASI-A
EPA 6010 JMW, SHB 2 PASI-A
EPA 8260 MCK 63 PASI-C
SM 2320E AES 2 PASI-A
SM 25400 GW1 1 PASI-A
SM 3500-Fe D#4 LEP 1 PASI-A
SM 4500-S2D AES 1 PASI-A
EPA300.0 SAJ i PASI-A
EPA 353.2 DMN 2 PASI-A
SM 4500-CI-E JDA 1 PASI-A
SM 53108 SAJ 1 PASI-A
92103587003 EBMW-19 RSK 175 SK4 3 PASI-M
SM 2340B JMW 1 PASI-A
EPA6010 JMW 2 PASI-A
EPA 8260 MCK 63 PASI-C
SM 23208 AES 2 PASI-A
SM 2540C GW1 1 PASI-A
SM 3500-Fe D04 LEP 1 PASI-A
SM 4500-S2D AES 1 PASI-A
EPA 300.0 SAJ 1 PASI-A
EPA 353.2 DIVIN 2 PASI-A
SM 4500-0I-E JDA 1 PAS [-A
SM 5310B SAJ 1 PASI-A
92103587004 EBMW-29 RSK 175 SK4 3 PASI-M
REPORT OF LABORATORY ANALYSIS Page 3 of 40
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.
aceAnalytical 205 East Meadow Road - Suite A 2225 Riverside Dt.
worwp"ahs arm Eden, NC 27288 A5hevtlle, NC 26804
[phone] [phone]
SAMPLE ANALYTE COUNT
Project: CMI WWTP6228-08-4691
Pace Project No.: 92103587
Lab ID Sample ID
92103587005 EBMW-7
92103587006 Trip Blank
Pace Analytical Services, Inc,
9800 Kineey Ave. Suite 100
Hunkusville, NC 28078
[phone]
Method
Analysts
Analytes
Reported
Laboratory
SM 2340B
JMW
1
PASI-A
EPA 6010
JMW
2
PASI-A
EPA 8260
MCK
63
PASI-C
SM 2320B
AES
2
PASI-A
SM 2540C
GW1
1
PASI-A
SM 3500-Fe D#4
LEP
1
PASI-A
SM 4500-S20
AES
1
PASI-A
EPA 300.0
SAJ
1
PASI-A
EPA 353.2
DMN
2
PASI-A
SM 4500-CI-E
JRA
1
PASI-A
SM 5310B
SAJ
1
PASI-A
RSK 175
SK4
3
PAS]-M
SM 2340B
JMW
1
PASI-A
EPA6010
JMW, SHB
2
PASI-A
EPA 8260
MCK
63
PAS]-C
SM 2320B
AES
2
PASI-A
SM 254OG
GW 1
1
PASI-A
SM 3500-Fe D#4
LEP
1
PASI-A
SM 4500-S2D
AES
1
PASI-A
EPA 300.0
SAJ
1
PASI-A
EPA 353.2
❑MN
2
PASI-A
SM 4500-GI-E
JDA
1
PASI-A
SM 5310B
SAJ
1
PASI-A
EPA 8260
MCK
63
PASI-C
REPORT OF LABORATORY ANALYSIS Page 4 of 40
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

Pace Analytical Services, Inc. PaceAnalytical Services, Inc. Pace Analytical Services, Ime.
aceMalytical 205 East Meadow Road - Svile A 2225 Riverside Dr. 9800 KinceyAve. Suite 100
Kwwpamfabs.com Eden, NC 27288 Asheville, NC 28804 Huntersvilie, NC 28078
(336)623-8g21 (8281254.7176 [phone]
ANALYTICAL RESULTS
Project. CM WWTP 6228.08-4691
Pace Project No.: 92103587
Sample: EBMW-1 Lab ID: 92103587001 Collected: 10/03/11 10:20 Received: 1D104111 11A9 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qua]
RSK 175 AIR Headspace Analytical Method: RSK 175
Ethane
ND ug&
10.0
1
10/07/11 127D0
74-84-0
Ethene
ND ug)L
10.0
1
10107/11 12:00
74-85-1
Methane
188 ug/L
10.0
1
10/07/11 12:W
74-82-8
2340E Hardness, Total (Calc)
Analytiral Method: SM 2340B
Total Hardness
464 mg)L
6.5
10
10110/11 1fi:55
6010 MET ICP
Analytical Method: EPA 6010 Preparation Method: EPA 3010
Calcium
156000 ug/L
1000
10 10/06/11 10:15
10/10/11 16:55
7440-70-2
Manganese
2690 ug1L
5.0
1 10/06/11 10:15
10/08/11 00:51
7439.96.5
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND ug1L
500
20
10/05/11 14:54
67-64-1
Benzene
ND ug/L
20.0
20
10/05/11 14:54
71-43-2
Bromobenzene
ND ug/L
20.0
20
10/05/11 14:54
108-86-1
Bromochlvromethane
ND ug/L
20.0
20
10/05/11 14:54
74-97-5
Bromodichloromethane
ND ug/L
20.0
20
1W05111 1454
75-27-4
Bromoform
ND ug/L
20.0
20
10/05/11 14:54
75-25-2
Bromomethane
ND ug/L
40.0
20
101051i1 14.54
74-83-9
2-Butanone (MEK)
ND ug/L
100
20
10105/11 14754
78-93-3
Carbon tetrachloride
ND ug/L
20.0
20
10/05/11 14:54
56-23-5
Chlorobenzene
ND ug/L
20.0
20
10/05/11 14:54
108-90-7
Chloroethane
63.6 ug/L
20.0
20
1010511i 14:54
75-00-3
Chloroform
ND ug/L
20.0
20
10105(11 14:54
67-66-3
Chloromethane
ND ug/L
20.0
20
10/05/11 14:54
74-87-3
2-Chlorotoluene
ND ug/L
20.0
20
10/05/11 14:54
95-49-8
4-Chlorotoluene
N❑ ug/L
20.0
20
10/05/11 14:54
106-43-4
1,2-Dibromo-3-chloropropane
ND ug/L
100
20
10/05/11 14:54
96-12-8
Dibromvchloromethane
ND ug/L
20-D
20
10/05/11 14:54
124-48-1
1,2-Dibromoethane (ED8)
ND ug/L
20.0
20
10/05/11 14:54
106-93-4
Dibrornornelhane
ND ug/L
20.0
20
10/05/11 14:54
74-95-3
1.2-Dich)Drobenzene
ND ug/L
20.0
20
10105/11 14:54
95-50-1
1,3-Dichlorobenzene
ND ug/L
20.0
20
10/05/11 14:54
541-73.1
i,4-Dichforobenzene
ND ug/L
20.0
20
10/05/11 14:54
106-46-7
Dichlorodifluoromethane
ND ugIL
20.0
20
10/05111 14:54
75-71-8
1,1-Dichtoroethane
2260 ug1L
20.0
20
10/05111 14:54
75-34-3
1,2-Dich#oroethane
ND ug/L
20.0
20
10/05/11 14:54
107-06-2
i,'I-Dichloroethene
818 ug/L
20.0
20
10105/11 14:54
75-35-4
cis-1,2-Dichloroethene
ND ug/L
20.0
20
10/05/11 14:54
156.59.2
trans-1,2•Dichloroethene
ND ug/L
20.0
20
10/05111 14:54
156-60-5
1,2-Dichloropropane
ND ug/L
20.0
20
10105111 14:54
78-87-5
1,3-Dichtoropropane
ND uglL
20,0
20
10/05/11 14:54
142-28-9
2,2-Dichioropropane
ND ug/L
20.0
20
10105/11 14:54
594-20-7
1,1-Dichloropropene
ND ug/L
20.0
20
10/05111 14:54
563-58-6
cis- 1.3-Dichloroprapene
ND ug/L
20.0
20
10/05111 14:54
10061-01-5
(ran s-1,3-Dichloropropene
ND ug/L
20.0
20
10/05141 14:54
10061-02-6
Date. 10/12/2011 D1:55 PM REPORT OF LABORATORY ANALYSIS Page 5 of 40
This report shall not be reproduced, except In Tull,
without the written consent of Pace Analytical Services, Inc..

4P
aceAnapical
K"pamtab&com
Pace Analytical Services. Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Anaiyilcall Services, Inc
2225 Riverside Dr
Asheville, NG 28004
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Klncey Ave Suite 100
Huntersville, NC 28078
[phone]
Project: C M I WWTP6228-0B-4691
Pace Project No.: 921D3587
Sample: EI3MW-1 Lab ID: 92103587001 Collected: 10103/11 10-20 Received: 10104/11 11:49 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. ❑ual
8260 MSV Low Level Analytical Method: EPA 8260
Diisopropyl ether
ND ug1L
20.0
20
10/05/11 14:54
108-20-3
Ethylbenzene
ND ug1L
20.0
20
10/05/11 14:54
IDD-41-4
Hexachloro-1,3-butadiene
N❑ ug1L
20.0
20
10105/11 14:54
87-68-3
2-Hexanone
ND uglL
1D0
20
10105/11 14:54
591-78-6
p-Isopropyltoluene
ND uglL
20.0
20
10/05/11 14,54
99-87.6
Methylene Chloride
ND uglL
40.0
20
10/05/11 14:54
75-09-2
4-Methyl-2-pentanone (MI13K)
ND uglL
100
20
10/05/11 14:54
108-10-1
Methyl-tert-butyl ether
ND uglL
20.0
20
10/05/11 14:54
1634-04-4
Naphthalene
ND ugll_
20.0
20
10/05/11 14:54
91-20-3
Styrene
ND uglL
20.0
20
10105/11 14:54
100-42-5
11,1,2-Tetrachloroethane
ND ug1L
20,0
20
10105111 14;54
630-2D-8
1,1,2,2-Tetrachloroethane
ND uglL
20.0
20
10/05/11 14:54
79-34-5
Tetrachloroethene
ND uglL
20.0
26
10/05/11 14:54
127-18-4
Toluene
ND tiglL
20.0
20
10/05/11 14:54
108-88-3
1,2,3-Trichlorobenzene
ND uglL
20.0
20
10/05/11 14:54
87-61-6
1,2,4-Trichlorobenzene
ND uglL
20.0
20
10/05/11 14:54
120-82-1
1,1,1-Trichloroethane
796 uglL
20.0
20
10105/11 14:54
71-55-6
1,1,2-Trichloroethane
ND uglL
20.0
20
10/05/11 14:54
79-00-5
Trichloroethene
ND uglL
20.0
20
1010&11 14:54
79-01-6
Trichlorofiuoromethane
ND uglt.
20,0
20
10/05/11 14:54
75-69.4
1,2,3-Tfichloropropane
ND uglL
20.0
20
10/05/11 14:54
96-18-4
Vinyl acetate
ND uglL
40,0
20
10/05/11 14:54
1W05-4
Vinyl chloride
ND uglL
20.0
20
10/05/11 14:54
75-01-4
m&p-Xylene
ND uglL
40.0
20
10/05/11 14:54
179601-23-1
o-Xylene
ND uglL
20.❑
20
10105/11 14:54
95-47-6
4-Bromofluorobenzene (S)
94 %
70-130
20
10/05/11 14:54
460-00-4
Dibromofluoromethane {Sj
88 %
70-130
20
10105M1 14-54
1868-53-7
1,2-Dichloroethane-d4 (S )
90 %
70.130
20
10/05/11 14:54
17060-07-0
Toluene-d8 {S)
101 %
70-130
20
10/05/11 14:54
2037-26.5
2320B Alkalinity
Analytical Method: SM 2320B
Alkalinily,Bicarbonate (CaCO3)
447 mglL
5.0
1
10/09/11 16:20
Alkalinity, Total as CaCO3
447 mg1L
5.0
1
10/09/11 16:20
2540C Total Dissolved Solids
Analytical Method: SM 254DG
Total Dissolved Solids
533 mg1L
25.D
1
10/05/11 15A1
Iron, Ferrous
Analytical Method: SM 3500-Fe D#4
Iron, Ferrous
ND mg1L
0.50
1
10/10/11 16:50
4500S2D Sulfide Water
Analytical Method: SM 450D-S2D
Sulfide
ND mglL
0.10
1
1010W11 12:00
18496-25-8
300.0 1C Anions 28 Days
Analytical Method: EPA 300,0
Sulfate
8.9 mg1L
5.0
1
10/05/11 1726
14808-79-8
H1.N2
Date: 10/1212011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 6 or40
This report shall not he reproduced, except In Full,
without the written consent of Pace Ana lyllcaI Services, Inc..

Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
1�;a'ce A nalXical 705 East Meadow Road - Suite A 2225 Riverside Dr. 9800 KinceyAve . Suite 100
nnw.pamerabs.Czn Eden, NC 27288 Asheville, NC 28804 Huntersville, NC 28078
[phone] (8261254-7176 t704j875-9092
ANALYTICAL RESULTS
Project: C M I WWTP6228-08-4691
Pace Project No.: 92103587
Sample: EBMW-1 Lab ID: 92103587001 Collected, 10/03/11 10:20 Received; 10/04111 11.-49 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No, Qual
353.2 Nitrogen, N021NO3 unpres Analytical Method: EPA 353.2
Nitrogen, Nitrate NO mg1L 0.20 1 10/04/11 23:18
Nitrogen, Nilrite NO mg1L 0.10 1 10/04/11 23A8
4500 Chloride Analytical Method: SM 4500-CI-E
Chloride 73.2 mg1L 25.0 5 10/07/11 14:44 16887-00-6
5310B TQC Analytical Method: SM 53103
Total Organic Carbon 7.3 mg1L 1.0 1 10/07/11 15:32 7440-44-0
Sample: EBMW-22 Lab 10: 92103587002 Collected: 10/03/11 12:00 Received: 10/04/11 11:49 Matrix: Water
Parameters Results units Report Limit OF Prepared Analyzed CAS No, Qual
RSK 175 AIR Headspace Analytical Method: RSK 175
Ethane
NO uglL
10.0
1
10/07/11 12:11
74-84-0
Ethene
46.4 ug1L
10.0
1
i0107111 12;11
74-85-1
Methane
47.4 uglL
10.0
1
10107111 12:11
74-82-8
234DB Hardness, Total (Calc.)
Analytical Method: SM 2340B
Total Hardness
1140 mg1L
6.5
10
10/10/11 17:16
6010 MET ICP
Analytical Method: EPA 6010 Preparation
Method: EPA 3010
Calcium
401000 ug/L
1000
10 101D6111 10:15
10/10/11 17:16
7440-70-2
Manganese
453 uglL
5.0
1 10106111 1015
10/08/11 00:57
7439-96-5
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
NO uglL
5D0
20
10105111 23:26
67-64-1
Benzene
NO ug1L
20.0
20
10/05/11 2126
71-43-2
Bromobenzene
NO uglL
20.0
20
10/05/11 23:26
108-86-1
Bromochloromethane
NO uglL
20.0
20
10/05111 23:26
74-97-5
Sromodichloromethane
NO ug1L
20.0
20
10/05111 23;26
75-27-4
Bromolorm
NO uglL
20.0
20
10/05111 23:26
75-25-2
Bromomethane
N❑ ug1L
40.0
20
10/05/11 23:26
74-83-9
2-Butanone (MEK)
ND uglL
100
20
1U05111 2326
78-93-3
Carbon tetrachloride
ND ug1L
20.0
20
10/05/11 23:26
56-23-5
Chlorobenzene
ND uglL
20.0
20
10/0501 23:26
108-90-7
Chloroethene
N❑ ug1L
20.0
20
10/05/11 23:26
75-00-3
Chloroform
NO ug1L
20.0
20
10/05/11 2126
67-66-3
Chtoromethane
NO ug1L
20.0
20
10/05/11 23:26
74-87-3
2-Chlorotoluene
NO ug1L
20.0
20
10ID5111 2326
95-49-8
4-Chlorotvluene
NO ug1L
20.0
20
10/05/11 2126
106-43-4
1,2-Dibromo-3-chloropropane
NO ug1L
100
20
10/05/11 23:26
96-12-6
Dibromochloromethane
ND uglL
20.0
20
10/05111 23-26
124 48 1
1,2-Dibromcethane (EDB)
ND ug1L
20.0
20
10105111 23:26
106-93-4
Dibromomethane
NO ug1L
20.0
20
1 D105111 23:26
74-95-3
Date: 10/1222011 01:55 PM
REPORT OF LABORATORY
ANALYSIS
Page 7 of 40
This report shall not be reproduced, except in full,
without the written consent or Pace Analytical Services, Inc.

o
Pace Analytical
Services, Inc.
Pace Analytical
Services, Inc. Pace Analytical Services, Inc.
acema4dical
205 East Meadow Road - Suite A
2225 Riverside Dr.
9800 Kincey Ave. Suite 100
1 WAWPacelab.s.avn
Eden, NC 27288
Asheville, NC 28804
Huntersvllle, NC 28078
[phone]
[phone]
[phone]
ANALYTICAL RESULTS
Project: CM WWTP6228-08-4691
Pace Project No.: 02103587
Sample: EBMW-22
Lab ID: 92103587002 Collected: 10103/11 12:00
Received: 10/04111 11:49 Matrix: Water
Parameters
Results
Units Report Limit
OF
Prepared Analyzed
CAS No. Oval
8260 MSV Low Level
Analytical Method:
EPA 8260
1,2-Dichlorobenzene
NO uglL
20.0
20
10/05/11 23:26
95-50-1
1,3-Dichlorobenzene
NO ug1L
20.0
20
10/05/11 23:26
541-73.1
IA-Dichlorobenzerie
N❑ uglL
20.0
20
10/05/11 23:26
106-46.7
Dichiorodinuoromethane
NO uglL
20.0
20
10/05/11 23:26
75-71-8
1,1-Dichloroethane
2640 ug1L
20.0
20
10/05/11 23:26
75-34-3
1,2-Dichloroethane
ND ug1L
20.0
20
10/05/11 23:26
107-06-2
1,1-Dichloroethene
741 uglL
20.0
20
10105/112126
75-35-4
cis-1,2-Dichloroethene
NO ug1L
20.0
20
10/05/11 23:26
156-59-2
trans-1,2-Dichloroethene
ND ug1L
20.0
20
10/05/11 23:26
156-60-5
1,2- Dichloro propane
ND ug1L
20.0
20
10/05/11 23:26
78-87-5
1,3-Dichloropropane
NO uglL
20.0
20
10105111 23:26
142-28-9
2,2-Dichloropropane
ND ug1L
20.0
20
1 D105111 2126
594-20-7
1,1-Dichloropropene
ND ug1L
20.0
20
10/05/11 2316
563-58-6
cis-1,3-Dichloropropene
NO uglL
20.0
20
10105/11 23:26
10061-Dl-5
trans-1,3-Dichloropropene
ND uglL
20.0
20
10/05111 23:26
10061-132.6
Diisopropyl ether
NO ug1L
20.0
20
10/05/11 23:26
108-20-3
Ethylbenzene
ND uglL
20.0
20
1010W11 23:26
100-41-4
Hexach loro- 1 .3- b utadlen e
NO uglL
20.0
20
10/05/11 23:26
87-68-3
2-Hexanone
ND uglL
100
20
10/05/11 23:26
591-78-6
p4sopropyltoluene
ND uglL
20.0
20
10/05/11 23:26
99-87-6
Methylene Chloride
NO ugIL
40.0
20
10/05/11 23:26
75-09-2
4 -Methyl-2-penta none (MIBK)
109 uglL
100
20
10/05/11 23:26
108-10-1
Methyl-tert•butyl ether
NO uglL
20.0
20
10/05/11 2126
1634-04-4
Naphthalene
NO ug1L
20.0
20
10/05/11 23:26
91-20-3
Styrene
NO uglL
20.0
20
10/65/11 23:26
100-42-5
1,1,1,2-Tetrachloroe lhane
ND ug1L
20.0
20
10105/11 23:26
630-20.6
1,1.2,2-Tetrachlaroe lhane
N❑ uglL
20.0
20
10/05/11 23:26
79-34-5
Tetrachforoethene
ND uglL
20.0
20
10/05111 23:26
127-18-4
Toluene
ND uglL
20.0
20
10105/11 2126
108-88-3
1,2,3-Trichlorobenzene
ND ug/L
20.0
20
10105/11 23:26
87-61-6
1,2,4-Trichlorobenzene
ND uglL
20.0
20
10105/11 23:26
120-82-1
1. 1. 1 -Trich loroethan e
2860 ug1L
20.0
20
10/05/11 23:26
71-55-6
1,1,2-Tdchloroethane
ND ug1L
20,0
20
10/05/11 23:26
79-60-5
Trichlaroethene
ND uglL
20.0
20
10/05/11 23:26
79-01-6
Trichlorolluoromethane
NO uq&
20.0
20
10/05/11 23:26
75-69-4
1,2,3-Tdchloropropane
ND ug1L
20.0
20
10/05/11 23:26
96-18-4
Vinyl acetate
NO uglL
40.0
20
10/05/11 23:26
108-05-4
Vinyl chloride
ND ug1L
20.0
20
10105/11 23:26
75-01-4
m&p-Xylene
ND ug1L
40,0
20
10/05/11 23:26
179601-23-1
o-Xylene
ND uglL
20.0
20
10/05/11 23:26
95-47-6
4-Bromotiuorobenzene (S)
95 %
70-130
20
10/05/11 23:26
460-00-4
Dibromoi uoromethane (S)
114 %
70.130
20
10/05/11 23:26
1868-53-7
1,2-Dichloroethane-d4 (S)
114 %
70-130
20
10/05/11 23:26
17060-07-0
Toluene-d8 (S)
99 eta
70-130
20
10/05/11 23:26
2037-26-5
2320E Alkalinity
Analytical Method:
SM 2320B
Alkalinily,Bicarbonate (CaG03)
535 mg1L
5.0
1
10/09/11 16:20
Date: 10/12/2011 01:55 PM REPORT OF LABORATORY ANALYSIS Page Ent 40
This report shaft not be reproduced, except in Fui1.
without the written son sent of Pace Analytical Services, InC..

/7;5'ce A nalj4ical�
www.paoefahs.mm
PaceAnalyticalServices, Inc.
205 East Meadow Road - SuIte A
Eden, NC 27288
R338y623-8921
Pace Analytical Services, Inc,
2225 Riverside ❑r
Asheville, NC 28804
I8281254-7176
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Sulte 100
Huntersville, NC 28078
[phone]
Project: CMI WWTP 6228-08-4691
Pace Project No.: 92103587
Sample: F-BMW22
Lab ID: 92103587002 Collected:
10/03/11 12:00
Received: 10/04/11 11:49 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared
Analyzed
GAS No.
dual
2326E Alkalinity
Analytical Method. SM 2320B
Alkalinity, Total as GaCO3
735 mg1L
5.0
1
10/09111 16Q0
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
486 mg1L
25.0
1
1(/05/11 15A1
Iron, Ferrous
Analytical Method: SM 3500-Fe D#4
Iron, Ferrous
ND mg1L
0.50
1
10/10/11 16:53
H1,N2
4500S2D Sulfide Water
Analyticat Method: SM 4WD-S2D
Sulfide
ND mg1L
0.10
1
10/08/11 12:00
18496-25-8
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
138 mglL
50.0
10
10/06/11 15:09
14808-79-8
353.2 Nitrogen, N021NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
NO mg1L
0.20
1
10/04/11 23:20
Nitrogen, Nitrite
NO mglL
0.10
1
10/04/11 23:20
4500 Chloride
Analytical Method: SM 450D-CI-E
Chloride
19.9 mglL
5.0
1
10/07/11 14:35
16887-00-6
5310B TOC
Analytical Method: SM 53106
Total Organic Garton
9.0 mg1L
1.0
1
10/07/11 15:52
744044-0
Sample: EBMW19
Lab TD; 92103587003 Collected:
10103/11 13:30
Received: 10/04/11 11:49 Matrix: Water
Parameters
Results Units Report Limit
OF
Prepared
Analyzed
CAS Na.
Quai
RSK 175 AIR Headspace
Analytical Method: RSK 175
Ethane
NO ug1L
10.0
1
10/07/11 12:22
74-84-0
Ethene
ND uglL
10.0
1
10107/11 12:22
74-85-1
Methane
NO ug1L
10.0
1
10/07/11 12:22
74-82-8
2340B Hardness, Total (Catc.)
Analytical Method: SM 2340B
Total Hardness
1" mg)L
0.65
1
10/08/11 01:04
6010 MET ICP
Analytical Method: EPA 6010 Preparation Method:
EPA 3010
Calcium
34600 uglL
100
1
10/06/11 1015
10/08/11 01:04
7440-70-2
Manganese
409 ug1L
5.0
1
10/06/11 10:15
10/08/11 01:04
7439-96-5
8260 MSV Law Level
Analytical Method: EPA 8260
Acetone
NO ug1L
25.0
1
10/05/11 15:45
67-64-1
Benzene
1.6 uglL
1.0
1
10/05/11 15:45
71-43-2
Bromobenzene
NO uglL
1.0
1
10/05/11 15 45
108-86-1
Date: 10/12/2011 01:55 PM
REPORT OF LABORATORY ANALYSIS
Page 9 of 4D
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services. Inc

e
Pace Analytical Services,ti Inc. Pace Analytical Services, Inc.
Pace Analycal Services, Inc.
r� r� J
�{,,a /"11 ipica
205 East Meadow Road - Suite A
2225 Riverside Of
9800 KlnceyAve. Suite 1W
wxnvpacelahacnm
Eden. NC 27288
Asheville, NC 28804
Huntersville, NC 28078
[338)623.8921
[phone]
[phone]
ANALYTICAL RESULTS
Project: CMI WWTP 6228-08-4691
Pace Project No.: 92103587
Sample: ERMW-19
Lab ID: 92103587003 Collected: 10/03/11 13:30
Received: 10/04/11 11:49
Matrix: Water
Parameters
Results Units Report Limit OF
Prepared Analyzed
CAS No. Ltuai
8260 MSV Low Level Analytical Method: EPA 8260
Bromochloromethane
NO uglL
1.0
1
10/05/11 15:45
74-97-5
Bromodichioromethane
NO uglL
1.0
1
10/05/11 15:45
75-27-4
Bromoform
NO uglL
1.0
1
10/05/11 15:45
75-25-2
Bromomethane
NO ug1L
2.0
1
10/05/11 15:45
74-83-9
2-Butanone (MEK)
ND ug)L
5.0
1
10/05/11 15:45
78.93-3
Carbon tetrachloride
NO uglL
1.0
1
10105/11 15:45
56-23-5
Chlorobenzene
ND uglL
1.0
1
10/05/11 15:45
108-90-7
Chloroethane
ND uglL
1.0
1
10/05/11 15:45
75-00-3
Chloroform
ND uglL
1.0
1
10/05111 15:45
67-66-3
Chloromethane
N❑ ug)L
1.0
1
10/05/11 15:45
74-87-3
2-Chlorotoluene
ND uglL
1.0
1
10105/11 15:45
95-49-8
4-Chlorotoluene
NO uglL
1.0
1
10/05111 15:45
106-43-4
1,2-Dibromo-3-chloropropane
NO uglL
5.0
1
10/05/11 15:45
96-12-8
Dibramochloromethane
NO ug)L
1.0
1
10/05111 15:45
124-48-1
1,2-Dibromoethane (EOB)
NO uglL
1.0
1
10/05111 15:45
106-93-4
Dibromomethane
NO uglL
1.0
1
10/05/11 15:45
74-95-3
1,2-Dichlorobenzene
NO uglL
1.0
1
10105111 15;45
95-50-1
1,3-Dichlorabenzene
NO uglL
1.0
1
10/05111 15:45
541-73-1
1,4-Dichlorobenzene
NO uglL
1.0
1
10/05/11 15:45
106-46-7
Dichicrodinuoramethane
NO uglL
1.0
1
10/05111 15.45
75-71-8
1,1-Dichloroethane
1.4 uglL
1.0
1
10/05111 15:45
75-34-3
1,2-Dichloroethane
NO uglL
1.0
1
10/05111 15:45
107-06-2
1.1-Dichloreethene
NO uglL
1.0
1
10105111 15:45
75-35-4
cis-1,2-Dichloroethene
ND uglL
1.0
1
10/05/11 15:45
156-59-2
trans-1,2-Dichlaroethene
NO uglL
1.0
1
10/05111 15:45
156-60-5
1,2-Dichloropropane
NO uglL
1.0
1
10/05111 15745
78-87-5
1,3-DichIwo propane
NO uglL
1.0
1
10105/11 15:45
142-28-9
2,2-Dichloropropane
NO uglL
1.0
1
10/05111 15:45
594-20-7
1,1-Dichloropropene
NO uglL
1.0
1
10/05/11 15:45
563-58-6
cis-1,3-Dichloropropene
NO uglL
1.0
1
10/05111 15:45
10061-01-5
trans-1.3-Dichloropropene
NO uglL
1.0
1
10/05111 15A5
10061-02-6
Oiisopropyl ether
ND uglL
U
1
10/05111 15:45
108-20-3
Ethylbenzene
ND ug1L
1.0
1
10/05/11 15:45
10041-4
Hexachiaro-1,3-butadiene
ND ug1L
1.0
1
10/05/11 15A5
87-68-3
2-Hexanone
ND uglL
5.0
1
10/05111 15:45
591-78-6
p-Isopropyltoluene
ND uglL
1.0
1
10/05/11 15:45
99-87-6
Methylene Chloride
ND uglL
2.0
1
10/05/11 15:45
75-09-2
4- M ethyl -2-pe nta none (MIBK)
ND ug1L
5.0
1
10/05/11 15:45
108-10-1
Methyl-tert-butyl ether
N❑ ug1L
1.0
1
10/05/11 15:45
1634-04-4
Naphthalene
NO ug1L
1Z
1
10/05/11 15:45
91-20-3
Styrene
ND ug1L
1.0
1
10/05/11 15A5
100-42-5
1.1,1,2-Tetrachloroethane
ND uglL
1.0
1
10/05/11 15A5
630-20-6
1,1,2,2-Tetrachloroethane
N❑ ug1L
1.0
1
10/05111 15:45
79-34-5
Tetrachloroethene
ND uglL
1.0
1
10/05/11 15:45
127-18-4
Toluene
3.9 uglL
1.0
1
10105/11 15:45
108-88-3
1,2,3-Trichlorohenzene
NO ug1L
1.0
1
10/05111 15:45
87-61-6
1,2,4-Trichlorohenzene
ND uglL
1.0
1
10/05/11 15:45
120-82-1
Date: 10/12/2011 01:55 PM REPORT ❑F LABORATORY ANALYSIS Page 10 of 40
This re part shall not be reproduced, except in Full,
without the written consent or Pace Analytical Services, Inc..

n
aceRnalytical
xxw�celabs.cum
Pace Analytical Services, IAC.
205 Past Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc,
2225 Riverside Or.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KInceyAve. Sulte 100
fiuniersville, NC 28078
(704)875.W92
Project CMI WWTP6228-08.4691
Pace Project No.: 92103587
Sample: EBMW-19
Lab ID: 921035B7003 Collected:
10/03/11 13:30
Received: 10/04/11 11A9 Matrix, Water
Parameters
Results Units Report Limit
DF
Prepared Analyzed
CAS No. Qual
8260 MSV Low Level
Analytical Method: EPA 8260
1.1,1-Trichtoroethane
IN uglL
1.0
1
10/05111 15:45
71-55-6
1,1,2-Trichioroethane
ND ug/L
1.0
1
10/05/11 15:45
79.00-5
Trichloroethene
ND uglL
1.0
1
10/05/11 15:45
79-01-6
Trichlorofiuoromethane
ND ug1L
1.0
1
10/05/11 15A5
75-69-4
1,2,3 Trichloropropane
ND ug1L
1.0
1
10/0-9111 15:45
96.18-4
Vinyl acetate
ND uglL
2.0
1
10105/11 15:45
108-05-4
Vinyl chloride
ND uglL
1.0
1
10105/11 15:45
75-01.4
m&p-Xylene
ND ug1L
2.0
1
10105111 15A5
179601-23-1
o-Xylene
ND uglL
1.0
1
10105/11 15:45
95-47.6
4•Bromoikuorobenzene (S)
94 %
70-130
1
10/05/11 15:45
460-00-4
Dibromofluoromethane (S)
86 %
70-130
1
10/05/11 15A5
1868-53-7
1,2-13ichioroethan e-d4 (S)
89 %
70-130
1
10/05/11 15:45
17060-07.0
Toluene-d8 (S)
102 %
70-130
1
10/05/11 15A5
2037-26-5
2320B Alkalinity
Analytical Method: SM 2320B
Alkalinity,Bicarbonate (CaCO3)
151 mglL
5.0
1
10/09/11 16-20
Alkalinity, Total as CaCO3
151 mg1L
5.0
1
10/09/11 16.20
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
323 mg1L
25.0
1
10/05111 15:41
Iron, Ferrous
Analytical Method: SM 3500-Fe 0#4
Iron, Ferrous
N0 mg1L
0.50
1
i0110111 16:55
1­11,192
450052D Sulfide Water Analytical Method: SM 4500-S20
Sulfide
ND mglL
0.25
2.5
10/08/11 12:00
18496-25-8 D3
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
146 mg1L
50.0
10
10106/11 1523
14808.79-8
353.2 Nitrogen, N021NO3 unpres
Analytical Melhod: EPA 353.2
Nitrogen, Nitrate
ND mg)L
0.20
1
10/04/11 2131
Nitrogen, Nitrite
1.1 mg1L
0,10
1
10/04/11 23:31
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
NO mg1L
5.0
1
10/07/11 14.36
16837-00-6
5310E TQC
Analytical Method: SM 5 310 B
Total Organic Carbon
21.6 mglL
1.0
1
10/07/11 16 08
7440-44-0
Dale: 10/12/2011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 11 of 40
This report shall not be reproduced, except in Tull,
without the written consent of Pace Analytical Services, Inc..

a,
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
Pace Analytical Services, Inc.
Analytical
205 East Meadow Road - Suite A
2225 Riverside Dr.
9800 0iceyAve, Suite 100
wimpace.Jahs.cam
Eden. NC 27288
Asheville, NC 28804
Huntersville, NC 28078
t336j623-B921
[phone]
[phone]
ANALYTICAL RESULTS
Project: Civil WWTP 6228-08-4691
Pace Project No.: 92103587
Sample: EBMW-29
Lab ID: 92103587004 Collected: 10103111 14:40
Received: 10/04/11 11:49
Matrix: Water
ace
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
RSK 175 AIR Headspace Analytical Method: RSK 175
Ethane
NO uglL
10,0
1
10/07/11 12:33
74-84-0
Ethane
NO ug/L
10.0
1
1OM7111 12:33
74-85-1
Methane
13.6 ug1L
10.0
1
10/07/11 12:33
74-82-8
2340B Hardness, Total (Calc.j
Analytical Method: SM 2340B
Total Hardness
80.3 mg1L
0,05
1
10/08/11 01:07
6010 MET ICP
Analytical Method: EPA 6010 Preparation Method:
EPA 3010
Calcium
21400 uglL
100
1 10/06/11 10:15
10/08/11 01:07
7440-70-2
Manganese
7860 ug/L
5.0
1 10/06/11 10:15
10/08/11 01:07
7439-96-5
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND uglL
25,0
1
10/10/11 19!50
67-64-1
Benzene
NO ug/L
1,0
1
10110/11 19:50
71-43-2
Bromobenzene
ND ug1L
1.0
1
1011001 19:50
108-86-1
Bromochtoromethane
NO ug/L
1.0
1
10/10/11 19:50
74-97-5
Bromodichloromethane
NO ug/L
1.0
1
10/10/11 19:50
75-27-4
Bromoform
ND ug/L
1.0
1
10/10/11 19:50
75-25-2
Bromomethane
ND ug1L
2,0
1
10/10/11 19:50
74-83-9
2-Butanone (MEK)
N❑ ugIL
5,0
1
10/10/11 19:50
78-93-3
Carbon tetrachloride
ND ugIL
1.0
1
10/10111 19:50
56-23-5
CNorobenzene
NO uglL
1,0
1
10/10111 19:50
108-9D-7
Chloroethane
2.9 uglL
1.0
1
10/10/11 19:50
75-00-3
Chloroform
NO ug1L
1.0
1
10/10/11 19:50
67-66-3
Chloromethane
NO ug/L
1.0
1
10/10/11 19:50
74-67-3
2-Chlorotoluene
NO ug/L
1.0
1
10/10/11 19:50
95-49-8
4-Chlorotoluene
NO uglL
1.0
1
10/10/11 19:50
106-43-4
1,2-Dibromo-3-chioropropane
NO ug1L
5,0
1
10/10/11 19:50
96-12.8
Dibromochloromethane
NO ug1L
1.0
1
10/10/11 19:50
124-48-1
1,2-Dibromoethane (EDB)
NO ug/L
1.0
1
10/10/11 19:50
106-93-4
Dibromomethane
NO ugIL
1.0
1
10/10/11 19.50
74.95-3
1,2-Dichlorobenzene
NO ugIL
1.0
1
10M0111 19:50
95-50-1
1,3-Dichlorobenzene
NO ug/L
1.0
1
10/10111 19:50
541-73-1
1,4-❑ichlorobenzene
NO ug1L
1.0
1
10110111 19:50
106-46-7
Dichlorodifluoromethane
NO ug/L
1.0
1
10/10/11 19:50
75-71-8
1,1-Dichloroethane
79.8 ug1L
1.0
1
10/10/11 19:50
75-34-3
1,2-Dichloroethane
NO ugIL
1.0
1
40110111 19:50
107-06-2
1,1-Dichlaroethene
48.4 ug1L
IZ
1
10110/11 19:50
75-35-4
cis-1,2-Dichloroethene
NO uglL
4.0
1
10/10/11 19:50
156-59-2
trans- l,2-Dichloroeth one
NO uglL
1.0
1
10/10/11 19:50
156-60-5
1,2-Dichloropropane
NO uglL
1.0
1
10/10/11 19:50
78-87-5
1,3-Dichloropropane
NO uglL
1.0
1
10/10/11 19:50
142-28-9
2,2-Dichloropropane
NO ug1L
1.0
1
10/10/11 19:50
594-20-7
1,1-Dichloropropene
NO uglL
1.0
1
10/10/11 19.50
563-58-6
cis-1,3-Dichloropropena
NO ugIL
1,0
1
10/10/11 19.50
10061-01-5
trans-1,3-Dichloropropene
NO uglL
1.0
1
10/10/11 19.50
10061-02-6
Date: 1011212011 01,55 PM
REPORT OF LABORATORY
ANALYSIS
Page 12 of 40
This report shall not be reproduced, except in full,
without the written consent of Pace An atytical Services, Inc..

Pace Analytical Services, Inc. Pase Analytical Services, Inc.
ace Ana lXiea1 205 East Meadow Road - Suite A 2225 Riverside Dr.
nww.pacela6s.cam Eden. NC 27288 Asheville, NC 2B804
[phone] t828j254-7176
ANALYTICAL RESULTS
Project. CMI WWTP 6228-08-4691
Pace Project No.: 92103587
Pace Analytical Services, Inc.
U800 Kincey Ave. Suite 100
Huntersville, NC 28078
{704)875-9092
Sample: EBMW-29 Lab ID: 92103587004 Collected: 16/03111 14:40 Received; 10/04/11 11:49 Matrix: Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Oual
8260 MSV Low Level Analytical Method- EPA 8260
Diisopropyl ether
NO u91L
1.0
1
10/10/11 19:50
108.20-3
Ethylbenzene
NO ugIL
1.0
1
10/10/11 19:50
100-41-4
Hexachloro-1.3-butadiene
NO ug1L
1.0
1
10/10/11 19:50
87-68-3
2-Hexanone
NO uglL
5.0
1
10/10/11 19:50
591-78-6
p-Isopropyltoiuene
NO ug1L
1.0
1
10/10/11 19:50
99.87•6
Methylene Chloride
NO uglL
2.0
1
10110/11 %50
75-09-2
4-Methyl-2-pentanone (MIRK)
NO uglL
5.0
1
10/10111 19:50
108-10-1
Methyl-tert-butyl ether
NO ug1L
1.0
1
101i0111 19:50
1634-04-4
Naphthalene
NO ug1L
1.0
1
10/10/11 19:50
91-20-3
styrene
NO ug1L
1.0
1
10/16111 19:50
100-42-5
1.1.1,2-Tetrachloroethane
ND ug1L
1.0
1
1DI10111 19:50
630-20-6
1,12,2-Tetrachloroethane
ND ug1L
1.0
1
10/10/11 19.50
79-34-5
Tetrachloroethene
N❑ ug1L
1,0
1
10/10/11 19:50
127-18-4
Toluene
ND ug1L
1.0
1
10/16/11 19:50
108-88-3
1,2,3-Trichlarobe naene
ND uglL
1.0
1
10/10/11 19.50
87-61-6
1,2,4-Trichlorobenzene
ND ug1L
1.0
1
10/10/11 19;50
120-82-1
1,1,1-Trichloroethane
234 ug1L
10.0
10
10111/11 12:56
71-55-6
1,12-Trichloroethane
NO ug1L
1.0
1
10/10/11 19750
79-00-5
Trichloroethene
NO ug1L
1.0
1
10/10/11 19:50
79-01-6
Tdchlorofluoromethane
NO ug)L
1.0
1
10/10/11 %50
75-69-4
1,2,3-Trichlaropropane
NO ugli-
1.0
1
10/10/11 19,50
96-18-4
Vinyl acetate
NO ug/L
2.0
1
10/10/11 19:50
108-05-4
Vinyl chloride
NO ug1L
1.0
1
10/10/11 19:50
75-01-4
m&p-Xyiene
NO ug1L
2.0
1
10110/11 19.50
179601-23-1
o-Xylene
NO uglL
1.0
1
10110/11 19:50
95-47-6
4-Sromofluorobenzene (S)
94 %
70-130
1
10/10/11 19:50
460.004
Dibromolluoromethane (S)
130 %
70-130
1
10/10/11 19:50
1868-53-7
1,2-Dichloroethane-d4 (S)
126 %
70-130
1
10/10/11 19:50
17060-07-0
Toluene-d8 (S)
102 %
70-130
1
10/10/11 19750
2037-26-5
2320E Alkatirill ty
Analytical Method: SM 2320B
Atkalinity,Bicarbonate (CaCO3)
67.5 mg1L
5.0
t
10/09/11 16:20
Alkalinity, Total as CaCO3
67.5 mg1L
5.0
1
10/09/11 16:20
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved solids
159 mglL
25.0
1
10105/11 15:42
Iron, Ferrous
Analytical Method: SM 3500-Fe 0#4
Iron, Ferrous
1.3 mg1L
0,50
1
10/10/11 16155
4500S2D Sulfide Water
Analytical Method: SM 4500-S20
Sulfide
NO mglL
0.10
t
10/08111 12:00
18496.25-8
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
81.3 mg1L
25.0
5
10/06/11 15:36
14808-79-8
H1,N2
Date: 10112/2011 01;55 PM REPORT OF LABORATORY ANALYSIS Page 13 of 40
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

fi
aceAnalylical
.pawabs.ton)
Pace Analytical 5ervices, Inc.
205 E a A Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28904
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersvllla, NC 28078
[phone]
Project: CM WVVTP 6228-08-4691
Pace Project No.: 92103587
Sample: EBMW-29 Lab ID: 92103587004 Collected: 10/03/11 14.40 Received: 10/04/11 11:49 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qua!
353.2 Nitrogen, N021NO3 unpres Analytical Method: EPA 353.2
Nitrogen, Nitrate
NO mglL
0.20 1
10J04)11 23:35
Nitrogen, Nitrite
ND mglL
0.10 1
10/04/11 23:35
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
NO mglL
5.0 1
10107/11 14:37 16887-00-6
5310B TOC
Analytical Method: SM 5310B
Total Organic Carbon
9.4 mglL
1.0 1
10/07111 16:18 7440-44-0
Sample: EBMW-7 LabID: 92103587005 Collected: 10103111 16:00 Received: 10/04/11 il;49 Matrix: Water
Parameters
Results Units
Report Limit
OF Prepared
Analyzed
CAS No, Qual
RSK 175 AIR Headspace
Analytical Method: RSK 175
Ethane
NO ug1L
10.0
1
10107111 13:35
74-84-0
Ethene
NO ug1L
I
1
10/07/11 13:35
74-85-1
Methane
48.6 uglL
10.0
1
10/07111 13:35
74-82-8
2340E Hardness, Total (Calc.)
Analytical Method: SM 2340B
Total Hardness
345 mg1L
6.5
10
10/10/11 17:22
6010 MET ICP
Analytical Method: EPA 6010 Preparation Method: EPA 3010
Calcium
103000 uglL
1000
10 10/06/11 10:15
10/10111 17:22
7440-70-2
Manganese
1480 uglL
5.0
1 10/06/11 1015
10/08/11 0111
7439-96-5
8260 INSV Low Level
Analytical Method: EPA 8260
Acetone
NO uglL
1250
50
10/05111 16:36
67-64-1
Benzene
NO ug1L
50-D
50
10/05/11 16:36
71-43-2
Bromobenzene
NO ug1L
50.0
50
10/05/11 16:36
108-86-1
Bromochloromethane
NO ug1L
50.0
50
10/05/11 16:36
74-97.5
Bromodichioromethane
NO ug1L
50.0
50
10/05/11 16:36
75-27-4
Bromoform
NO ug1L
50.0
50
10/05/11 16:36
75-25-2
Bromomethane
NO ug1L
100
50
10/05/11 16:36
74-83-9
2-Buianone (MEK)
NO ug1L
250
50
10/05/11 16:36
78-93-3
Carbon tetrachloride
NO ug1L
50.0
50
10/05/11 16:36
56-23-5
Chlorobenzene
NO uglL
50.0
50
10/05/11 16:36
108-90.7
Chloroethane
130 ug1L
50.0
50
10/05/11 16;36
75-00-3
Chloroform
NO uglL
50.0
50
10/05/11 16:36
67-66-3
Chloromethane
NO ug1L
50.0
50
10/05/11 16:36
74-87-3
2-Chlorotoiuene
NO ug1L
50.0
50
101D5111 16:36
95.49-8
4-Chiorotoluene
NO ugli.
50.0
50
10/05/11 16:36
106-43-4
1,2-Dibromo-3-chloropropane
NO uglL
250
50
10105/11 16:36
96-12-8
Dibromochloromethane
NO uglL
50.0
50
10/05/11 16:36
124-48-1
1,2-Dibromoethane (EDB)
NO uglL
50.0
50
10/05/11 16:36
106-93.4
Dibromomethane
NO uglL
50.0
50
10/05/11 16:36
74-95-3
❑ate: 10112)2011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 14 of 40
This report shad not be reproduced, except in full,
without the written consent cFPace AnaIyticaI 5ervices, Inc..

e Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
a e*alytical 205 East Meadow Road - Suite 2225 Riverside Dr. 9800 Klncey Ave. Suke 100
wtisw.pacefaLs.ram
Eden, NC 27298 Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone] [phone]
ANALYTICAL RESULTS
Project: CM} WW'rP 6228-08-4691
Pace Project No.- 92103587
Sample: EBMW7 Lab ID: 92103587005 Collected: 10103/11 15.00 received: 10/04/11 11:49 Matrix: Water
Parameters
Results Units
Report Limit
DF
Prepared Analyzed
CAS No. Cual
8260 MSV Low Level
Analytical Method: EPA 8260
1,2-Dichlorobenzene
NO ug1L
50.0
50
10/05111 16:36
95-50-1
1,3-Dichlorobenzene
ND uglL
50.0
50
10/05/11 %36
541-73-1
1,4-Dichlarobenzene
ND ug1L
50.0
50
10/05/11 16:36
106-46-7
Dichlorodiflucromethane
ND uglL
50.0
50
10/05/11 16:36
75-71-8
1,1-Dichloroethane
29400 ug/L
250
250
10/06/11 11:48
75-34-3
1,2-Dichloroethane
N❑ ug1L
50.0
50
10/05/11 16:36
107-06-2
1,1-Dichloroethe ne
2290 uglL
50.0
50
10/05/11 16:36
75-35-4
cis-1,2-Dichlorcethene
ND ug1L
50.0
50
10/05/11 16:36
156-59-2
trans-1,2-Dichlomethene
N❑ uglL
50.0
50
10/05/11 16:36
156-60-5
1,2-Dchloropropane
ND uglL
50.0
50
10/05/11 16.36
78-87-5
1,3-Dichloropropane
ND ug1L
50.0
50
10/05/11 16:36
142-28-9
2,2-Dichieropropane
NO ug1L
50.0
50
10/05/11 16:36
594-20-7
11-Dichloropropene
N❑ ug1L
50.0
50
10/05/11 16:36
563-58-6
cis-1,3-Dichloropropene
ND uglL
50.0
50
10/05111 16:36
10061-01-5
Ira ns-1,3-Dichloropropene
ND ug1L
50.0
50
10/05/11 16:36
10061-02-6
❑iisopropyl ether
N❑ ug1L
50.0
50
10/05/11 16:36
108-20-3
Ethylbenzene
NO ug1L
50.0
50
10/05111 16:36
100-41-4
Hexachloro-1,3-butadiene
NO ug1L
50.0
50
10/05/11 16:36
87-68-3
2-Hexanone
NO ug1L
250
50
10/05/11 16:36
591-78-6
p-Isopropyltaluene
ND ug1L
50.0
50
10/05/11 16:36
99-87-6
Methylene Chloride
ND ug1L
100
50
10/05/11 16:36
75-09-2
4-Methyl-2-pentanone (M18K)
ND ug1L
250
50
10/05111 16:36
108-10.1
Methyl-terl-butyl ether
ND ug1L
50.0
50
10/05111 16:36
1634-04-4
Naphthalene
NO ug1L
50.0
50
10/05/11 16:36
91-20-3
Styrene
NO ug1L
50.0
50
101051111 16:36
100-42-5
1,1,1,2-Tetrachloroethane
ND ug1L
50.0
50
10/05/11 16,36
630-20-6
1,1,2,2-Tetrachloroethane
ND uglL
50.0
50
10/05/11 16:36
79-34-5
Tetrachiaroethene
ND ug1L
50.0
50
10105/11 16:36
127-18-4
Toluene
ND ug1L
50.0
50
10/05/11 16.36
108-88-3
1,2,3-Trichlorobenzene
N❑ ug1L
50.0
50
10/05/11 16-36
87-61-6
12,4-Trichlorobenzene
NO ug1L
50.0
50
10/05/11 16:36
120-82-1
1, 1, 1 -Tric hloroethane
8900 ug1L
50.0
50
10/05/11 16:36
71-55-6
1,1,2-Trichloroethane
ND uglL
50.0
50
10/05/11 16:36
79-00-5
Trichloroethene
63.5 uglL
50.0
50
10/05/11 16:36
79-01-6
Trichlorolluoromethane
NO ug1L
50.0
50
10/05111 16:36
75-69-4
1,2,3-Tdchloropropane
ND uglL
50.0
50
10/05/11 16:36
96-18-4
Vinyl acetate
NO uglL
100
50
10/05/11 16:36
108-05-4
Vinyl chloride
NO uglL
50.0
50
10/05111 16:36
75-01-4
m&p-Xylene
NO uglL
100
50
10105111 16:36
179601-23-1
a-Xylene
NO uglL
50.0
50
10/05/11 16:36
95-47-6
4-Bromofiuorobenzene (S)
94 °%
70-130
50
10/05/11 16:36
460-00-4
Dibromofluoromethane (S)
91 °%
70-130
50
10105/11 16:36
1868-53-7
1,2-Dichiorcethane-d4 (S)
91 %
70-130
50
10105M1 16:36
17060-07.0
Toluene-d8 (S)
105 °%
70-130
50
1 D105111 16,36
2037-26-5
2320E Alkalinity
Analytical Method: SM 23208
Alkalinity,6icarbonate (CaCO3)
346 mg1L
5.0
1
10/09/11 16:20
Date: 10/12/2011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 15 at 40
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

d PaceAnalyticaI Services, Inc. Pace Analytical Services, Inc.
�IeAnalyfica f 205 East Meadow Road - Suite A 2225 Riverside 0r.
awwpaeelahs rem Eden, NC 27288 Asheville, NC 28604
(336)62M92l (B28)254-7176
ANALYTICAL RESULTS
Project: CMI WWTP 6228-08-4691
Pace Project No.: 92103587
Pace Analytical Services, Ine,
9800 KinceyAve. Suite f0o
Huntersville, NC 28078
[phone]
Sample: EBMW7
Lab ID: 92103587005 Collected_
10/03111 16-00
Received: 10/04/11 11:49 Matrix. Water
Parameters
Results Units Report Limit
OF
Prepared Analyzed
CAS No. Qual
2320E Alkalinity
Analytical Method: SM 2320E
Alkalinity, Total as CaCO3
346 mg1L
5.0
1
10/09/11 16:20
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
835 mglL
25.0
1
10/05/11 15:42
Iron, Ferrous
Analytical Method: SM 3500-Fe D#4
Iran, Ferrous
81.9 mglL
5.0
10
10/10/11 18:12
H1,N2
4500S21) Sulfide Water
Analyticat Method: SM 4500-S2D
Sulfide
0.58 mglL
0.10
1
10108/11 12:00
18496-25-8
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
ND mg1L
5.0
1
10/05/11 18:47
14808-79-8
353.2 Nitrogen, N021NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
NO mg1L
0.20
1
101051110114
Nitrogen, Nitrite
0.16 mglL
0.10
1
10/05/11 01:14
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
91.1 mglL
25.0
5
10/08/11 14:23
16887-00-5
5310E TOC
Analytical Method: SM 53103
Total Organic Carbon
425 mglL
10.0
10
10/07/11 16:28
7440-44-0
Sample: Trip Blank LabID: 92103587006 Collected, 10/03/11 00:00 Received: 10/04/11 11:49 Matrix: Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
8260 MSV Low level
Acetone
Benzene
Bromobenzene
Bra mochloromethane
Bromodichloromethane
Bromofarm
Bromomethane
2-Butanone (MEK)
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloramethane
2-Chlorotoluene
4-Chlorotoluene
Analytical Method: EPA 8260
ND uglL
NO ugll
NO uglL
NO uglL
NO uglL
ND uglL
ND uglL
NO uglL
N❑ uglL
ND uglL
ND uglL
ND uglL
ND ug1L
ND uglL
ND ug1L
25.0
1
10105/1114:28
67-64-1
1.0
1
1010511114:28
71-43-2
1.0
1
10/05/11 14:28
108-86-1
1.0
1
1010511114:28
74-97.5
1.0
1
1010511114:28
75-27-4
1,0
1
1010511114:28
75-25-2
2.0
1
1010511114:28
74-83-9
5.0
1
10/05/1114:28
78-93-3
1.0
1
10105/1114:28
56-23.5
1.0
1
10/05111 14:28
108-90-7
1,0
1
10/05/1114:28
75-00-3
1,0
1
101051111428
67-66-3
1.0
1
10/05/11 14:28
74-87-3
1.0
1
101051111428
95-49-8
1.0
1
10/05111 1418
100-43-4
Date: 1Off 2/2011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 16 of 40
Tnis report shall not be reproduced, except in full,
without the written con seal of Pace AnalylicaI Services, Inc..

q. Pace Analytical Services, Inc, Pace AnalytFcaI Services, Inc.
2fl5 East Meadow Road - Suite A 2225 Riverside Dr.
aceAnalytical
nrK.pacelahs.aun Eden, NC 27288 Asheville, NC 28804
(33W23-8921 [phone]
ANALYTICAL RESULTS
Project. CMi WWTP 6228-08-4691
Pace Project No.. 92103587
Pace Analylical Servieas, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: Trip Blank Lab ID: 92103587OD6 Collected: 10/03/11 00:00 Received. 10/04/11 11 A9 Matrix: Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
8260 MSV Low Level
1,2-Dibromo-3-chlaropropane
Dibromochlorom ethane
1,2-Dibromoethane (EDS)
Dibromomethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dic hlorodifl uorom eth a ne
1,1-Dichloroethane
1,2-Dichloroethane
1,1-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-Dichloropropen e
Diisopropyl ether
Ethylbenzene
Hexachloro-1,3-butadiene
2-Hexanone
p-Isopropyttoluene
Methylene Chloride
4 -Meth yl-2- pen ta no ne {MIRK}
Methyl-tert-butyl ether
Naphthalene
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Telrachloroethene
Toluene
1.2, 3-Trichlo robe nzene
1,2,4-Trichlorobenzene
1,1,1-Trichiorcethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethan e
1,2,3-Trichtore propane
Vinyl acetate
Vinyl chloride
m&p-Xylene
o-Xylene
4-SromoBuorobenzene (S)
Dibromofluoramethane (5)
1,2-Dichloroethane-d4 (S)
Analytical Method: EPA 8260
ND uglL
&0
1
10/05/11 14:28
96-12-8
NO uglL
1.0
1
10/05/11 14:28
124-48-1
NO ugA-
1.0
1
10105111 14:28
106-93.4
ND uglL
1.0
1
10105/11 14:28
74-95-3
NO uglL
1.0
1
10/05/11 14:28
95-50-1
ND uglL
1.0
1
10105111 14:28
541-73-1
NO ug1L
1.0
1
10/05111 14.28
106-46-7
NO uglL
1.0
1
101D5111 14:28
75-71-8
ND uglL
1.0
1
10/05/11 14,28
75-34-3
NO uglL
1.0
1
10105111 14:28
107-06-2
NO ug1L
1.0
1
10/05/11 14.28
75-35-4
NO uglL
i.0
1
10105/11 14:28
156-59-2
ND ug1L
1.0
1
10/05111 14:28
156-60-5
ND uglL
1.0
1
10/05/11 14:28
78-87-5
NO uglL
1.0
1
1OW11 14:28
142-28-9
ND ug1L
1.0
1
10/05/11 14:28
594-20-7
NO uglL
1.0
1
10/05/11 14:28
583-58-8
ND ug1L
1.0
1
10/05/11 1428
10061-01-5
NO ug1L
1.0
1
10/05/11 14:28
10061-02-6
ND uglL
1.0
1
10/05/11 14:28
108-20-3
NO ug1L
1.0
1
10/05111 14:28
1D0-41-4
NO ug1L
1.0
1
10/05/11 14:28
87-68-3
NO uglL
&0
1
10105/11 14:28
591-78-6
NO ug1L
1.0
1
10/05/11 14:28
99-87-6
NO ug/L
10
1
10/05/11 14:28
75-09-2
ND uglL
5.0
1
10/05/11 14:28
108-10-1
ND ug/L
1.0
1
10/05/11 1428
1634-04-4
NO uglL
1,D
1
10/05/11 14:28
91-20.3
NO uglL
1.0
1
10/05/11 1428
100-42-5
ND uglL
1.0
1
10/05/11 1428
030.20-6
NO ug1L
1.0
1
10/05/11 14:28
79-34-5
NO uglL
1.0
1
10/05/11 1428
127-18-4
NO uglL
1.0
1
10/05/11 14:28
108-88-3
NO uglL
1.0
1
10/05/11 1428
87-61-6
NO uglL
1,0
1
10/05/11 14:28
120-82-1
ND uglL
1.0
1
10/05/11 14:28
71-55-6
ND ug1L
11,10
1
10105/11 14.28
79-OG-5
ND ug1L
1.0
1
10/05/11 14,28
79-01-6
ND ug1L
1.0
1
10M5111 14:28
75-69-4
ND ug1L
1.D
1
10/05/11 1428
96-18-4
NO uglL
2.0
1
10/05/11 14:28
108-05-4
NO ug1L
1.D
1
10105/11 14:28
75.01-4
ND uglL
2.0
1
10/05/11 14:28
179601-23-1
ND uglL
1.0
1
10/05/11 14:28
95-47-6
94 %
70-130
1
i0105111 14:28
460-00-4
87 %
70-130
1
10/05/11 14:28
1868-53-7
89 ❑1❑
70-130
1
10/05/11 14:28
17060-07-0
Dale: 10/12/2011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 17 o►40
This report shall not be reproduced, except In full,
without the written consent of Pace Analylical Services, Inc..

a
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
Pace Analytical Services, Inc.
aceAnalytical
205 East Meadow Road - Sufie A
2225 Riverside dr.
9800 KfnceyAve. Suite 100
K%w.pacelahs.com
Eden, NC 27288
Asheville, NC 28804
Huntersville, NC 28078
[phone]
[phone]
[phone]
ANALYTICAL RESULTS
Project: CMI WWTP6228-08.4691
Pace Project No.: 92103587
Sample: Trip Blank
Lab ID: 92103587006 Collected. 101011 00:00
Received: 10/04/11 11:49
Matrix: Water
Parameters
Results Units Report Limit ❑F
Prepared Analyzed
CAS No. Qual
8260 MSV Low Level
Analytical Method: EPA 8200
Toluene -dB (S)
101 °% 70-130 1
10/05/11 14:28 2037-26-5
Date: 10/12/2011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 18 of 40
This report shall not be reproduced, except in full,
without the written Lonsent of Pace Analyticaf Services, Inc..

a Pace Analytical Services. Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
ll�aceAnalXical 205 East Meadow Road - Suile A 2225 Riverside Dr. 9800 KlnceyAve. Suite 100
w pace s axn Eden, NC 27288 Asheville, NC 28604 Huntersvilie, NC 28078
[336]623 8921 1828)254-7178 [phone]
QUALITY CONTROL DATA
Project: CMI WWTP6228-08-4691
Pace Project No.: 92103587
QC Balch: AIR113302 Analysis Method: RSK 175
QC Batch Method; RSK 175 Analysis Description: RSK 175 AIR HEADSPACE
Associated Lab Samples: 92103587001, 92103587002, 92103587003, 92103587004
METHOD BLANK: 1070404 Matrix: Water
Associated Lab Samples. 92103587001, 92103587002, 92103587003, 92103587004
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Ethane uglL ND 10.0 10/0711110:03
Ethene ug1L ND 10.0 1010711110:03
Methane ug1L ND 10.0 10107/1110:03
LABORATORY CONTROL SAMPLE & LCSD: 1070405
10704DG
Spike
LCS
LCSD
LCS
LCSD
% Rec Max
Parameter Units
Cone.
Result
Result
% Rec
% Rec
Limits RPD RPD Qualifiers
Ethane ug1L
114
124
118
109
104
70-130 5 30
Ethene ug1L
106
117
112
110
106
70-130 4 30
Methane uglL
60.7
68.7
66.8
113
110
70-130 3 30
SAMPLE DUPLICATE: 1070875
Parameter
Ethane
Ethene
Methane
259463002 Dup
Units Result Result
ug1L NO N❑
ug1L ND NO
uglL ND 15.8
RPD Qualifiers
Dale: 10/12/2011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 19 of 40
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

® Pace An atytic aI Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
. aceAnaly#1ca1 205 East Meadow Raad - Suite A 2225 Riverside Dr. 9$00 KInceyAve . Suite 100
nnw.pacelahs.rnm Eden, NC 27?B8 Asheville, NC 28804 Hontersvilla. NC 28076
[phone] [phone] [phone]
QUALITY CONTROL DATA
Project: CM WWTP 6228-06-4691
Pace Project No.- 92103587
QC Batch: AIR/13308 Analysis Method: RSK 175
QC Batch Method: RSK 175 Analysis description: RSK 175 AIR HEADSPACE
Associated Lab Samples: 92103587D05
METHOD BLANK: 1070641 Matrix: Water
Associated Lab Samples: 92103587005
Blank Reporting
Parameter Units Result Limit Analyzed Qualifers
Ethane
uglL
NO
10.0
10/07/11 12:57
Ethane
uglL
NO
11D.0
10/07/11 12:57
Methane
uglL
NO
1 D.0
10/07/11 12:57
LABORATORY CONTROL SAMPLE & LCSD: 1070642
1070643
Spike
LCS LCSD
LCS
LCSD
% Rec Max
Parameter Units
Conc,
Result Result
% Rec
% Rec
Limits RPD RPD Qualifiers
Ethane uglL
114
118 128
104
113
70-130 8 30
Ethane uglL
106
112 120
106
113
70-130 7 30
Methane ug)L
60.7
66.8 6813
110
113
70-130 2 30
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
1072586
1072587
MS
MSD
10171559003
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD oval
Ethane uglL
ND
114
103
120
130
106
126
30-150
8
Ethene uglL
ND
1D6
96A
113
118
106
122
30-150
4
Methane uglL
0.088
60.7
55.1
120
143
53
99
30-150
17
mg/L
SAMPLE DUPLICATE. 1072585
Parameter
Ethane
Ethene
Methane
259463003 Dup
Units Result Result
uglL NO NO
uglL ND ND
ug1L ND ND
RPD Qualifiers
Date 10112/2011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 20 o140
This report shall not be reproduced, except in full,
without tha written consenl of Pace Analytical Services, Inc.

e Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
acemalxical 205 Easi Meadow Road - Suite A 2225 Riverside ❑r. 9800 Kincey Ave. Suite 100
nnwpa adscflm Eden, NC 27288 Asheville, NC 2BB04 Huntersville, NC 28078
[phone] [phone] (7Q4)875-9092
QUALITY CONTROL DATA
Project C M I WWTP 6228-08-4691
Pane Project No.: 92103587
OC Batch; MPRP19159
Analysis Melhod: EPAWO
QC Batch Method: EPA 3010
Analysis description: 6010 MET
Associated Lab Samples: 92103587001, 92103587002. 921035870D3, 92103587004, 92103587005
METHOD BLANK: 669016
Matrix: Water
Associated Lab Samples; 92103587001, 92103587002, 92103587003, 92103587004, 92103587005
Blank Reporting
Parameter
Units
Result Limit Analyzed
Cluali iers
Calcium
uglL
NO 100 10/08/11 00:44
Manganese
ug/L
NO 5.0 1010811i 00A4
LABORATORY CONTROL SAMPLE'
669017
Spike LCS LCS %
Rec
Parameter
Units
Conc. Result % Rec Limits Qualifiers
Calcium
ug/L
5000 5080 102
80-120
Manganese
ug/L
500 488 98
80-120
MATRIX SPIKE SAMPLE-
669018
92103587001 Spike MS
MS
% Rec
Parameter
Units
Result Conc. Result
% Rec
Limits Qualifiers
Calcium
ug/L
156000 5000 167000
216
75-125 M6
Manganese
ug/L
2690 500 3190
99
75-125
SAMPLE DUPLICATE: 669019
92103587002 Dup
Parameter
Units
Result Result RPO
Qualifiers
Calcium
ug1L
401000 394000 2
Manganese
ug1L
453 447 1
Date: 10112J2011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 21 of 40
This report shall not be reproduced, except in Full,
without the written consent of Pace Ana IocaI Services, Inc..

a. Pace Analytical Services, Inc. Pace Analytical 5ervices, Inc.
1�;a'ceAnalyfical 205 Ease Meadow Road - 50e A 2225 Riverside Dr
wxwpmWahscom Eden, NC 27288 AsheVille, NC 28804
[phone] [phone]
DUALITY CONTROL DATA
Project: CMI WWTP 6228-08-4691
Pace Project No.: 92103587
QC Batch: MSV116888 Analysis Method: EPA 8260
UC Batch Method: EPA 8260 Analysis Description: 8260 MSV Low Level
Associated Lab Samples: 92103587001. 92103587002, 92103587003, 92103587005, 92103587006
METHOD BLANK: 668548 Matrix: Water
Associated Lab Samples: 92103587001, 92103587002, 92103587003, 92103587005. 92103587006
Blank Reporting
Parameter Units Result Limit Analyzed
1,1.1,2-Tetrachloroethane
uglL
ND
1.0
1010511114:02
1,1,1-Tdchloroethane
uglL
ND
1,0
10/05/1114:02
1.1.2.2-Tetrachloroethane
uglL
ND
1.0
1010511114:02
1,1,2-Trichloroelhane
uglL
ND
1.0
10105M114:02
1,1-Dichloroethane
uglL
ND
1.0
1010511114:02
1,1-Dichloroethene
ug1L
ND
1.0
10/05/1114:02
1,1-Dichloropropene
ug1L
N❑
1.0
1010511114:02
1,2,3-Tdchlorobenzene
uglL
ND
1,0
10105/1114:02
1,2,3-Trichloropropane
uglL
ND
1.0
1010511114:02
1,44-Trichlorobenzene
ug1L
ND
1A
1010511114:02
1,2-Dibromo-3-chioropropane
uglL
ND
5.0
1010511114:02
1,2-Dibromoethane (EDB)
ug1L
ND
1.0
IW05/11 14:02
1,2-Dichlorobenzene
uglL
ND
1.0
1010511114:02
1,2-Dichloroethane
uglL
ND
1.0
10/05/1114:02
1,2-Dichloropropane
ug1L
ND
1.0
10/0511114:02
1,3-Dichlorobenzene
ug1L
ND
1.0
10105/1114:02
1,3-Dichloropropane
ug1L
ND
1.0
1010511114.02
1,4-Dichlorobenzene
u911-
ND
1.0
10/0511114:02
2,2-Dichloropropane
uglL
ND
1.0
10105/1114:02
2-Butanone (MEK)
ug1L
ND
5.0
10/05111 14:02
2-Chlorotoluene
uglL
ND
1.0
10/05/1114:02
2-Hexanone
ug1L
N❑
5.0
1010511114:02
4-Chiarotoluene
ug1L
ND
1.0
10/05/1114:02
4-Methyl-2-pentanone (MiBK)
uglL
ND
5.0
10/05/11 14:02
Acetone
ug1L
ND
25.0
10105/1114:02
Benzene
ug1L
ND
1.0
10/05/1114:02
Bromobenzene
ug1L
NO
1.0
1010511114:02
Bromochloromethane
uglL
ND
1.0
10105/1114:02
Bromodichloromethane
uglL
ND
1,0
10105(1114:02
Bromoform
uglL
ND
1.0
10105/1114:02
Bromomethane
ug1L
ND
2.0
10105M114:02
Carbon tetrachloride
uglL
ND
1.0
10/05/11 14:02
Chiorobenzene
uglL
ND
1.0
10105/1114:02
Chioroethane
uglL
ND
1.0
1010511114:132
Chloroform
uglL
ND
1.0
10105/1114-02
Chioromethane
uglL
ND
1.0
10105/1114-02
cis-1,2-Dichloroethane
ug)L
ND
1.0
1010511114:02
cis-1,3-Dichloropropene
uglL
ND
1.0
10/0511114-02
Dibromochloromethane
uglL
ND
1.0
1010511114:02
Dibromomethane
ug)L
ND
1.0
1010511114:02
Dichlorodifluoromethane
uglL
ND
1.0
1010511114-02
Diisopropyl ether
uglL
ND
1.0
10/05/11 14:02
Ethylbenzene
uglL
ND
1.0
10105/1114:02
Dale. 10/12/2011 01:55 PM
REPORT OF LABORATORY
ANALYSIS
This report shall not be reproduced, except In full,
without the written consent
of Pa0aAnalylical
Services, Inc -
Qualifiers
Pace Analytical ServtC@S, Inc.
9500 KinceyAVe. Suite 100
HuntersvIlle, NC 28078
[phone]
Page 22 of 40

a Pace Analytical Services, Inc. Pace Analytical Services, Inc.
`aceAnalt I ica f 205 East Meadow Road - Suite A 2225 Riverside Dr.
- �L w�m'W�s.cam Eden. NC 272B8 Asheville, NC 28804
[phone] (828y254-7176
QUALITY CONTROL DATA
Proiect: C M I WWTP6228-D8-4691
Pace Project No.: 92103587
METHOD BLANK: 668548
Associated Lab Samples:
Parameter
Matrix: Water
92103587001, 92103587002, 92103587003, 92103587005, 92103587006
Blank Reporting
Units Result Limit Analyzed
Hexachloro-1.3-butadiene
uglL
ND
1.0
1010511114:02
m&p-Xyiene
ug1L
ND
2.0
1010511114:02
Methyl -tent -butyl ether
ug1L
ND
1.0
10105/11 14:02
Methylene Chloride
ug1L
ND
2.0
10/05/11 14:02
Naphthalene
uglL
ND
1.0
1010511114:02
o-Xyiene
uglL
ND
1.0
101051il14:02
p-isopropyitoluene
uglL
ND
1.0
1010511114:02
Styrene
ug1L
ND
1.0
1010511114:02
Tetrachloroethene
ug1L
ND
1.0
1010511114:02
Toluene
ug1L
ND
1.0
1010511114:02
trans-1,2-Dichloroethene
uglL
ND
1.0
1010511114:02
trans-1,3-13ichloropropene
uglL
ND
1.0
1010511114:02
Trichlaroethene
ug1L
ND
1.0
1010511114:02
Trichloroiluoromethane
uglL
ND
1.0
1010511114:02
Vinyl acetate
vg1L
ND
2.0
10/05/11 14:02
Vinyl chloride
uglL
N❑
1.0
10/05/11 14:02
1,2-Dichloroethane-d4 (S)
%
89
70-130
10/05/11 14:02
4-Bromottuorobenzene (S)
%
93
70-130
10/05/11 14:02
Dibromotluoromethane (S)
%
87
70-130
10/05/11 14:02
Toluene -dB (S)
%
99
70-130
10/05/11 14:02
Qualifiers
LABORATORY CONTROL SAMPLE-
Parameter
668549
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,1,1,2-Tetrachloroethane
ug1L
50
53.5
107
70-130
1,1,1-Trichloroelhane
uglL
50
42.4
85
70-130
1,1,2,2-Tetrachloroethane
uglL
50
53.1
106
70-130
1,1,2-Trichloroethane
uglL
50
52.2
104
70-130
1,1-Dichloroethane
uglL
50
42.1
84
70-130
1,1-Dichloroelhene
uglL
50
43.8
88
70-132
1,1-Oichloropropene
ug1L
50
45.4
91
7D-130
1,2,3-Trichlorobenzene
ug1L
50
50.6
101
70-135
1,2,3-Trichloroproparte
uglL
50
52.3
105
70-130
1,2,4-Trichlorobenzene
ug1L
50
48.0
96
70-134
1,2-Dibromo-3-chloropropane
ug1L
50
52.0
104
70-130
1,2-Dibromoelhane (EOB)
uglL
50
54.4
109
70-130
1,2-Dichlorobenzene
ug1L
50
52.9
106
70-130
1,2-Dichloroethane
uglL
50
473
95
70-130
1,2-Dichloropropane
ug1L
50
5Z8
106
70-130
1,3-Dichlorobenzene
uglL
50
52.0
104
70-130
1,3-Dichloropropane
ug1L
50
54.1
108
70-130
1,4-Dichlorobenzene
uglL
50
49.6
99
70-130
2,2-Dichloropropane
ug1L
50
43.7
87
58-145
2-Butanone (MEK)
uglL
100
108
108
70-145
2-Chlorotoluene
uglL
50
53.8
108
70-130
Date: 10/12/2011 01:55 PM REPORT OF LABORATORY ANALYSIS
This report shall not he reproduced, except in Full,
withvvt the written consent of Pace Analytical Services, inc..
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Clual iers
Page 23 of 40

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
/// aceAnalyfical 205 East Meadow Road - Su teA 2225 Riverside dr.
wrKwwcelabs.mm Eden, NC 27286 Asheville, NC 28804
[phone] {828)254.7176
QUALITY CONTROL DATA
Prcjecl� CMI WW7P6228-08-4091
Pace Project No.: 921 G3587
�l'ie3i�•1Le]i�'L�Ie7.11.�eIE.1�1��i1;1�� I��I���:
Parameter
Units
Spike
Conc.
LC5
Result
LCS
% Rec
% Rec
Limits
2-Hexanone
ugll-
100
97.1
97
70-144
4-Chlorotoluene
uglL
50
55.5
111
70-130
4-Methyl-2-pentanone [MIBK)
uglL
100
99.8
100
70-140
Acetone
ug1L
100
111
111
50-175
Benzene
uglL
50
50.9
102
70-130
Bromobenzene
uglL
50
50.0
10D
70-130
Bromochloromethane
uglL
50
45.0
90
70-130
Bromodichloromethane
uglL
50
52.0
104
70-130
Bromororm
uglL
50
46.1
92
70-130
Bromomethane
ug1L
5o
27.4
55
54-130
Carbon tetrachloride
ug1L
50
49.8
100
70-132
Chlorobenzene
ug1L
50
50.1
100
70-130
Chloroethane
ug1L
50
45.3
91
64.134
Chloroform
ugll-
50
5Z6
105
70-130
Chloromethane
ug1L
50
491
99
64-130
cis-1,2-Drhloroethene
uglL
50
41.7
83
70-131
cis-1,3-Dichloropropene
ug1L
50
50.2
100
70-130
Dlbromochloromethane
uglL
50
53.0
106
70-130
Dibromomethane
ug1L
50
51.8
104
70-131
Dichioroditiuoromethane
ug1L
50
59.7
119
56-130
Diisopropyl ether
uglL
50
44.4
89
70-130
Ethylbenzene
uglL
50
52.6
100
70-130
Hexachloro-1,3-butadiene
uglL
50
51,6
103
70-130
m&p-Xylene
uglL
100
111
ill
70-130
Methyl-tert-butyl ether
uglL
50
46.4
93
70-130
Methylene Chloride
uglt.
50
51.8
104
63-130
Naphthalene
uglL
50
51.2
102
70-138
o-Xylene
ug1L
5o
48,9
98
70-130
p-isopropyitoiuene
uglL
50
49.7
99
70-130
Styrene
uglL
50
50.5
101
70-130
Tetrachioroathene
uglL
5o
60.3
101
70-130
Toluene
ugh-
50
51.1
102
70-130
trans- l,2-Dichioroethene
uglL
50
42,9
86
70-130
trans- 1,3-Dichloropropene
ug&
50
50.0
100
70-132
Trichloroethene
uglL
50
54.9
110
70.130
Trichloronuoromethane
uglL
50
51.5
103
62-133
Vinyl acetate
ug)L
100
86.6
87
66-157
Vinyl chloride
ug1L
50
49,6
99
69-130
1,2-Dichioroethane-d4 (5)
%
90
70-130
4-Sromofluorobenzene (5)
%
99
70-130
DibromoTluoromethane (S)
%
89
70-130
Toluene-d8 (S)
%
100
70-130
Pace Analytical Services, Inc.
9800 KinCey Ave. Suite 100
Hunlersville, NC 28078
Qualifiers
i(704)875-9092
Date: 10/12/2011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 24 of 40
This report shall not GB reproduced, except in full,
without the written consent of Paca Analytical Services, Inc..

x Pace AnalyticaI services, Ina. Pace Analytical Services, Inc.
aceAnalytica j 205 East Meadow Road - Suite A 2225 Riverslde Or,
wmwpa_eJaSs.ccnr Eden. NC 27288 Asheville, NC 28804
[phone] [phone]
QUALITY CONTROL DATA
Project: CMI WWTP 6228-08-4691
Pace Project No.: 92103587
Pace Analytical Services. Inc.
9800 KlnceyAve . Suite 100
Hunlersville, NC 28078
[phone]
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
668550
668551
MS
MSD
92103245024
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
1.1-❑ichloroethene
ug/L
N❑
50
50
49.1
48.5
98
97
M16B
1
Benzene
uglL
ND
50
50
36.9
39.5
74
79
70-148
7
Chlorobenzene
ug/L
ND
50
50
42.4
42.5
85
85
70-146
0
Toluene
uglL
N❑
50
5D
42.4
42.4
85
85
70-155
0
Trichioroethene
ug/L
8.5
50
50
48.1
47.2
79
77
69-151
2
1,2•Dichloroelhane-d4 (S)
%
115
118
7D-130
4-Sromofluorobenzene {S)
%
91
90
70.130
Dibromol7uoromethane (S)
%
114
115
70-130
Toluene -dB (5)
%
92
93
70-130
Date10/12/2011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 25 of 40
Thls report shall not be reproduced, except In full,
without the written consent of Pace Analytica I Services, Inc..

Pace Anatytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc,
205 East Meadow Road - Suite A 2225 Riverside Dr 9800KinceyAve. Suiteloo
1!;a'ceAna1j4ica1"
trww.parefabs.rnm Eden, NC 27286 Asheville, NC 28804 Huntersville, NC 28078
(336)62"921 [phone] [phone]
DUALITY CONTROL DATA
Project: Civil WWTP6228.08-4691
Pace Project No.: 92103587
QC Balch: MSV116914 Analysis Method: EPA 8260
QC Batch Method EPA 8260 Analysis Description: 8260 MSV Low Level
Associated Lab Samples: 92103587004
METHOD BLANK_ 670089
Associated Lab Samples: 92103587004
Parameter
Matrix:
Blank
Units Result
Water
Reporting
Limit
Analyzed
1,1,1,2-Tetrachloroethane
ugiL
ND
1.0
1011011113:00
1.1.1 Trichloroethane
ugiL
ND
1-0
10/10/11 13:00
1,1,2,2-Tetrachloroethane
ug1L
ND
1.0
1011011113:00
1,1,2-Trichloroethane
ugiL
ND
1.0
1011o11113:00
1,1-Dichloroethane
ugiL
NO
1.0
1011011113:00
1,1-Dichloroethene
ugiL
ND
1.0
1011011113:00
1.1-Dichloropropene
ugiL
ND
1.0
10110/1113:00
1,2,3-Trichlorobenzene
ugiL
ND
1.0
1D1i011113:00
1,2,3-Trichlaropropane
ugiL
NO
1.0
10/1oil 113:00
1,2,4-Trichlorobenzene
ugiL
NO
1.0
10/1D11113:00
1,2-Dibromo-3-chloropropane
ugiL
ND
5.0
1011011113:00
1,2-Dibremoethane (EDB)
ugiL
NO
1.0
10/10/11 13:00
1,2-Dichlorobenzene
ugiL
NO
1.0
10/10/11 13:00
1,2-Dichloroethane
ugiL
ND
1.0
1011011113:D0
1,2-Dichloropropane
ugiL
NO
1.0
1011011113:00
1,3-Dichlorobenzene
ugiL
NO
1.0
10110/1113:D0
1,3-Dichloropropane
ugiL
NO
1.0
10110/1113-00
1,4-Dichlorobenzene
ugiL
ND
1.a
10110/1113:00
2,2-Dichloropropone
ugiL
NO
1.0
1011011113:00
2-Butanone (MEK)
ugiL
NO
5.0
10/10/11 13:00
2-Chlorototuene
ugiL
ND
1.0
1D11Dill 13:00
2-Hexanone
ug1L
NO
5.0
1011011113:00
4-Chlorotoluene
ug1L
NO
1.0
10/1011113:00
4- Moth yl-2-pentanone (MlBK)
ugiL
ND
5.0
10/10/11 13:00
Acetone
ugiL
NO
25.0
1011011113:00
Benzene
ug1L
NO
1.0
1011011113-00
Bromobenzene
ug1L
ND
1.0
10110/1113:00
Bromochloromethane
ugiL
ND
1.0
10/10/1113:00
Bromodichlaromethane
ugiL
NO
1.0
1011011113:00
Bromaform
ugiL
NO
1.0
10/1011113:00
Bromomethane
ug1L
ND
2.0
10/10/1113:00
Carbon tetrachloride
ugiL
ND
1.0
10MOIll 13;00
Chlorobenzene
ugiL
ND
1.0
10110/1113:00
Chloroethane
ugiL
ND
1 A
10/10/11 13:00
Chloroform
ugiL
ND
1.0
10110/1113:00
Chloromethane
ugiL
ND
1.0
10110/1113,00
cis-1,2-Dichloroe thene
ugiL
ND
1.0
10/10I1113:00
cis- 1,3-Dichloropropene
uglL
NO
1.0
10110/1113:00
Dibromochloromethane
ugiL
ND
1.0
10110/1/ 13:00
Dibromamethane
ugiL
ND
1.0
1011011113:00
Dichiorodit]ucromethane
ugiL
ND
1.0
10/10/11 13 00
Diisopropyl ether
ugiL
NO
1.0
10/10/11 1100
Elhyibenzene
ugiL
ND
1.0
1011011113:00
Date: 1011212011 01.55 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 26 of 40

�_ Pace Analytical Services, Inc. Pace Analytical Services, Inc.
l aceRnalytical 205 Easl Meadow Road - Suite A 2225 Riverside Dr.
xx�r.pa rlabs.onm Eden, NC 27288 Asheville, NC 28804
[phone] [phone]
QUALITY CONTROL. DATA
Project: CMI WWTP 6228-08-4691
Pace Project No.: 92103587
METHOD BLANK: 670089
Associated Lab Samples:
Parameter
92103587004
Units
Matrix:
Blank
Result
Water
Reporting
Limit
Analyzed
Hexachloro-1,3-butadiene
ug)L
NO
1,0
101101111100
m&p-Xylene
ugIL
ND
2.0
1011011113:00
Methyl-tert-butyl ether
ug/L
NO
1.0
10/10/11 13:00
Methylene Chloride
ug)L
ND
2.0
10/10/11 13:00
Naphthalene
ug/L
ND
1.0
1011011113:00
a-Xylene
ug)L
NO
1.0
10/10/11 13:00
p-tsopropyltoluene
uglL
NO
1.0
10/10/11 13:00
Styrene
ug/L
NO
1.0
10/10/11 13:00
Tetrachloroethene
ug)L
NO
1.0
1011011113:00
Toluene
ug1L
ND
1.0
10110/1113:00
trans-1,2-Dichloroethene
ug/L
ND
1.0
10/10/1113:00
trans-1,3-Dichloropropene
ug/L
ND
1.0
1011011113:00
Trichloroethene
ug1L
ND
1.0
1011011113:00
irichiorollucromethane
ug/L
NO
1.0
10/10/11 13 00
Vinyl acetate
ug1L
ND
2.0
10/10/11 13;00
Vinyl chloride
ug/L
ND
1.0
10/10/11 13:00
1,2-Dichloroethane-d4 (S)
%
118
70-130
10110/11 13:00
4-Bromofiuoroberizene (S)
%
95
70-130
10/10/11 13:00
Dibromofluaromethane (S)
%
116
70-130
10110/11 13:00
Toluene-d8 {S)
%
102
70-130
10/10/11 13:00
Qualifiers
LA13DRATORY CONTROL SAMPLE:
Parameter
670090
units
Spike
Canc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,1,1,2-Telrachlorcelhane
uglL
5D
53.4
107
70-130
1,1,1-Trichloroelhane
uglL
50
45.5
91
70.130
1,1,22-Tetrachloroethane
ug/L
5D
51-9
104
70-130
1,1,2-Trichtoroe lhane
ug1L
50
51.2
102
70-130
11-Dichlaroethane
uglL
50
44.7
8g
70-130
1,1-Dichlorcethene
ug/L
50
45.5
91
70-132
i,1-Dichloropropene
ug/L
50
47.5
95
70-130
1,2,3-Trichlorobenzene
uglL
50
47.9
96
70-135
1,2,3-Trichloropropane
uglL
50
50.15
101
70-130
1,2,4-Trichlorobenzene
ug/L
50
47.0
94
70-134
1,2-Dibromo-3-chloropropane
ug/L
50
53.5
107
70-130
1,2-Dibromoethane (EDB)
ug/L
50
53.7
107
70-130
1,2-Dichlnrobenzene
ug/L
50
50.5
101
70-130
1,2-Dichloroethane
ug/L
50
51.2
102
70-130
1,2-Dichioroprapane
ug/L
50
53.0
106
70-130
1,3-Dichlorobenzene
ug/L
50
50.1
100
70.130
1,3-Dichloropropane
ug/L
50
53.6
107
70-130
1,4-Dichiorobenzene
ug/L
50
47.4
95
70-130
2,2-Dichloropropane
ug/L
50
48.3
97
58.145
2-Butanone (MEK)
ug/L
10t]
116
116
70-145
2-Chiorotoluene
ug/L
50
51.7
103
70-130
Pace Analytical Services, Inc.
9800 Kincey Ave. Suile 100
Huntersvllle. NC 28078
[phone]
Qualifiers
Date: 10/12/2011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 27 of 40
This report shall not be reproduced, except in UT,
without the written consent of Pace Analytical Services, Inc..

z Pace AnalybeaI Services, Inc. Pace Analytical Services. Inc.
205 East Meadow Road - SulteA 2225 Riverside Or1!2eAnaOical
WWW paCvW5 car" Eden. NC 27288 Asheville, NC 28804
[phone] [phone]
QUALITY CONTROL DATA
Project: CMI WWTP 6228-08-4691
Pace Project No.: 92103587
Pace Analytical Serrvlces, Inc.
9300 Kincey Ave. Suite 100
Huntemville, NC 28076
LABORATORY CONTROL SAMPLE:
Parameter
670090
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
2-Hexanone
ug/L
100
102
102
70-144
4-Chlorotoluene
ug/L
50
53.6
107
70-130
4-Methyl-2-pen La none (MIBK)
ug/L
100
102
102
70-140
Acetone
ug/L
100
127
127
50-175
Benzene
ug/L
50
43.2
86
70-130
Bromobenzene
ugIL
50
48.7
97
70-130
Bromochloromethane
ug/L
50
47.9
96
70-130
Bromodichloromethane
uglL
50
51.9
104
70-130
Bromoform
uglL
50
47.8
96
70-130
Bromomethane
uglL
50
19.7
39
54-130 LO
Carbon tetrachloride
uglL
50
48.6
97
70.132
Chlorobenzene
uglL
50
49.2
98
70-130
Chloroethane
uglL
50
46.0
92
64-134
Chloroform
uglL
5o
55.5
111
70-130
Chloromethane
uglL-
50
55.1
110
64-130
cis-1,2-Dichioroethene
uglL
50
43.7
87
70-131
cis-1,3-Dichloropropene
uglL
50
51.1
102
70-130
Dibromochloromethane
ug)L
50
54.0
108
70-130
Dibromomethane
uglL
50
52.3
105
70-131
DichiorodiPuoromethane
uglL
50
64.6
129
56-130
Diisopropyl ether
uglL
50
47.6
95
70.130
Ethyibenzene
ug/L
50
51.4
103
70-130
Hexachloro-1,3-butadiene
ug1L
50
49.8
100
70-130
m8p-Xylene
ug/L
l00
106
106
70-130
Methyl-tert-butyl ether
ug/L
50
51A
102
70-130
Methylene Chloride
uglL
50
52.9
106
63-130
Naphthalene
ugIL
50
49.9
1D0
70-138
o-Xylene
ug/L
50
48A
97
70-130
p-Isopropyltoluene
ug/L
50
48.1
96
70-130
Styrene
ugIL
50
49.3
99
70-130
Tetrachlorceihene
ug/L
50
49.6
99
70-130
Toluene
ug/L
5o
50.3
101
70-130
Ira ns•1.2-0ichloroethane
ugIL
50
44.4
89
70-130
trans-1,3-0ichloropropene
ugIL
5o
50.5
101
7D-132
Trichloroethene
uglL
50
54.2
108
70-130
Tfichlorofluoromethane
ug/L
50
54.3
109
62.133
Vinyl acetate
ug/L
100
92.1
92
66-157
Vinyl chloride
ug1L
5o
53.9
108
69-130
1,2-Dichloroethane-d4 (S)
%
96
7D-130
4-Bromofluorobentene (S)
%
102
70-130
Dibromofluoromelhane (S)
%
94
70-130
Toluene-d8 (S)
%
99
70-130
Date: 10/12/2011 01-55 PM REPORT OF LABORATORY ANALYSIS
This reporl shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
[phone]
Page 28 of 40

R
aceAnalytical
- rrwwpace7ahswm
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
(338 )523-8921
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, INC 28804
{828)254-7176
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
HunSersville, NC 28070
[phone]
Projects CM WWTP 6228-08-4691
Pace Project No.: 92103587
MATRIX SPIKE & MATRIX SPIKE DUPLICATE,
670091
670092
MS
MSD
92103399016
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conn.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
1,1-Dichloroethene
uglL
21.2
50
50
63,7
64A
85
86
70-166
1
Benzene
ug/L
ND
50
50
53.9
55.3
108
111
70-148
3
ChlDrobenxene
ug1L
ND
50
50
60A
61.8
120
124
70.146
3
Toluene
ug1L
ND
50
50
55.9
57A
112
114
70-155
2
Trichloroethene
uglL
ND
50
50
50.6
51.2
101
102
69-151
1
1,2-Dichloroethane-0 (S)
%
119
118
70-130
4-Bromofluorobenxene (5)
%
94
96
70-130
DihromoFluoromethane (S)
%
113
112
70-130
Toluene-d8 (S)
%
89
90
70-130
Date: 1011W2011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 29 of 40
This report shall not be reproduced, except in full,
without the written consent at Pace Analytical Services, Inc..

,, r�s Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceAl7alytical 205 East Meadow Road - Suite A 2225 Riverside Ur. 9800 KinceyAve . Suite 100
n%,a,psce1aha cam Eden, NC 27288 Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone] R704j875-9092
QUALITY CONTROL DATA
Project: CMI WVVTP 6228.08-4691
Pace Project No.: 92103587
OC Balch: WET118181 Analysis Method: SM 2320B
QC Balch Method. SM 2320B Analysis Description: 2320B Alkalinity
Associated Lab Samples: 92103587001, 92103587002, 92103587003, 92103587004, 92103587005
METHOD BLANK: 670489 Matrix: Water
Associated Lab Samples: 92103587001, 92103587002. 92103587003, 92103557004, 92103587005
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Alkalinity, Total as CaCO3 mg1L ND 5.0 10/09/11 16:20
Alkalinity,Bicarbonate, (CaCO3) mg1L ND 5.0 10/09/11 16:20
LABORATORY CONTROL SAMPLE: 670490
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rea Limits Qualifiers
Alkalinity, Total as CaCO3 mg1L 50 50.1 i00 90-110
Alkalinity,Bicarbonate (CaCO3) mglL 9.0
SAMPLE DUPLICATE 670491
92103587001 Dup
Parameter Units Resell Result RPD Qualifiers
Alkalinity. Total as CaCO3 mg1L 447 420 6
Alkalinity,Bicarbonale (CaCO3) mg1L 447 420 6
SAMPLE DUPLICATE: 670492
92103544013 Dup
Parameter Units Result Result RPD Qualifiers
Alkalinity, Total as CaCO3 mg1L 16.9 19.0 12
Aikalinity,Bicarbonate (CaCO3) mg1L 16.9 19.0 12
Dale: 10/12/2011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 30 of 40
This report shall not be reproduced, except in full,
without the written consent 01 Pace Ana Iyhcal Services, Inc .

Pace Analytical Services, Inc, Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aeeAnalXical 205 East Meadow Road - Suite A 2225 Riverside Dr. 980O KinceyAve. Suite 100
• riww.parelabs.wm
Eden, NC 27288 Asheville, NC 28804 Huntersville, NC 28076
[phone] [phone] [phone]
QUALITY CONTROL DATA
Project; GMI WWTP 6228-08.4691
Pace Project No.: 92103587
QC Batch: WET118132 Analysis Method: SM 2540C
QC Batch Method; SM 2540C Analysis Description: 2540C Total Dissolved Solids
Associated Lab Samples: 92103587001, 92103587002, 92103587003, 92103587004, 921035870D5
METHOD BLANK: 668680 Matrix: Water
Associated Lab Samples: 92103587001, 92103587002, 92103587003, 92103587004, 92103587005
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Dissolved Solids mg1L ND 25.0 10/05/11 115:38
LABORATORY CONTROL SAMPLE: 668681
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Total Dissolved Solids mg)L 250 246 98 80-120
SAMPLE DUPLICATE: 668682
92103519001 Dup
Parameter Units Result Result RPO Qualifiers
Total Dissolved Solids mgJL 947 961 1
Date: 10/1212011 01;55 PM REPORT OF LABORATORY ANALYSIS Page 31 of 40
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Ino..

aceAnalyticalCS
nwkpacrJahs.cnm
Pace Analytical Services, Inc.
205 East Meadow Road - Suile A
Eden, NC 27288
[phone]
Project: CMi WWTP 6228-08-4691
Pace Project No.: 92103587
Pace Analytical 5arvices, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
DUALITY CONTROL DATA
QG Batch: WET118158 Analysis Method: SM 35D0-Fe D#4
QC Batch Method: SM 3500-Fe D#4 Analysis Description: Iron, Ferrous
Associated Lab Samples: 92103587001. 92103587002. 92103587003, 92103587004, 92103587D05
METHOD BLANK: 669771 Matrix: Water
Associated Lab Samples: 92103587001. 92103587002, 92103587003, 92103587004. 92103587005
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Iron, Ferrous mg1L NO 0,50 10/10/11 16:48 N2
Pace Analytical Services, Inc.
9800 I(incey Ave. Suite 700
Huntersville, INC 28078
[phone]
LABORATORY CONTROL SAMPLE: 669772
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec. Limits Qualifiers
)ron, Ferrous mg1L 1.5 1.6 105 90-110 N2
SAMPLE DUPLICATE: 669773
Parameter
Iron, Ferrous
92103587001 Dup
Units Result Result
mg1L NO NO
RPD Qualifiers
N2
Date: 10/1212011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 32 of 40
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.

e Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceAna f ` fical 205 East Meadow Road - Suite A 2225 Riverside Dr. 9800 KinceyAve. Suhe l00
xxw.pa[s?a6s.c�m Eden, NC 27288 Asheville, NC 28804 HuntersWle, NC 28078
[phone] [phone] [phone]
QUALITY CONTROL DATA
Projecl. CMI VVWfP 6228-08-4691
Pace Project No.: 92103587
QC Batch: WET118178 Analysis Method: SM 4500-S2Q
QC Batch Method: SM 4500-S2D Analysis Description: 450oS2❑ Sulfide Water
Associated Lab Samples: 92103587001, 92103587002, 92103587003, 92103587004, 92103587005
METHOD BLANK: 670418 Matrix; Water
Associated Lab Samples: 92103587001, 92103587002, 92103587003, 92103587004, 92103587005
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Sulfide mglL ND 0.10 1010811112:00
LABORATORY CONTROL SAMPLE: 670419
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Sulfide mglL 5 0.52 104 90-110
MATRIX SPIKE SAMPLE:
Parameter
670420
Units
92103587001
Result
Spike NIS MS % Rec
Cone. Result % Rec Limits Qualifiers
Sulfide
mg1L
ND
5 0.39 78 75-125
SAMPLE DUPLICATE. 670421
92103587001
Dup
Parameter
Units
Result
Result RPD Qualifiers
Sulfide
mg1L
ND
ND
Date: 10/1212011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 33 of 40
This report shall not he reproduced, except in full,
without the written consent of Pace An aIytical Services, Inc..

e
Pace Analytical Services, Inc.
Pare Analytical Services. Inc.
Pace Analytical Services. Inc.
aeeAnalytical
205 East Meadow Road - Suite A
2225 Riverside Dr.
9800 Kincey Ave. Suite 100
we pacetabswm
Eden, NC 27288
Asheville, NC 28604
Huntersvllle, NC 28078
[phone]
[phone]
[704]875-9092
QUALITY CONTROL DATA
Project: CMI WWTP 6228-08-4091
Pace Project No.: 92103587
QC Batch: WETA110673
Analysis Method: EPA 300.0
QC Batch Method: EPA 300.0
Analysis Description: 300.0 IC Anions
Associated Lab Samples., 92103587001. 92103587002. 92103587003, 92103587004, 92103587005
METHOD BLANK: 668009
Matrix: Water
Associated Lab Samples: 92103587001,
92103587002, 92103587003, 92103,987004, 921035B70G5
Blank Reporting
Parameter
Units
Result Limit Analyzed
Qualifiers
Sulfate
mg1L
ND 5.0 1010511116:59
LABORATORY CONTROL SAMPLE:
068010
Spike LCS LCS °%
Rec
Parameter
Units
Conc. Result % Rec Limits
Qualifiers
Sulfate
mglL
20 19A 97
90-110
MATRIX SPIKE SAMPLE:
668011
92103587001 Spike MS
MS
% Rec
Parameter
Units
Result Conc. Result
°% Rec
Limits Qualifiers
Sulfate
mg/L
&9 20 28.9
100
90-110
MATRIX SPIKE SAMPLE;
668013
92103519005 Spike MS
MS
% Rec
Parameter
Units
Result Conc. Result
% Rec
Limits Qualifiers
Sulfate
mglL
37.0 20 50.7
68
90-110 MI
SAMPLE DUPLICATE: 668012
92103587001 Dup
Parameter
Units
Result Result RPD
Qualifiers
Sulfate
mg1L
8.9 8.9 0
SAMPLE DUPLICATE: 668014
92103519005 Dup
Parameter
Units
Result Result RPD
Qualifiers
Sulfate
mglL
37.0 37.0 0
Gate: 10/12/2011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 34 of 40
This report shall not be reproduced, except in full,
without the written consent 0f Pace Analytical Services, Inc..

Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceAna1j4ica1205 East Meadow Road - SuIle A 2225 Riverside ❑r. 9800 Kincay Ave. Suite 100
Kx�r.pareJabs,com Eden, NC 27288 Asheville, NC 20804 Hontersvllle, NC 28078
[phone] [phone] [phone]
QUALITY CONTROL DATA
Project. CMI WWTP 6228-08-4691
Pace Project NO.' 92103587
QC Batch: WETA110677
Analysis Method: EPA 353,2
QC Batch Method: EPA 353,2
Analysis Description; 353.2
Nitrate + Nitrite, Unpres.
Associated Lab Samples: 92103587001, 92103587002, 92103587003, 92103587004
METHOD BLANK: 668289
Matrix: Water
Associated Lab Samples: 92103587001, 92103587002, 92103587003. 92103587004
Blank Reporting
Parameter
Units
Result Limit
Analyzed
Qualifiers
Nitrogen, Nitrate
mg]L
NO 0.20
10/04/11 22;59
Nitrogen, Nitrite
mg/L
ND 0A0
10104111 22:59
LABORATORY CONTROL SAMPLE'
668290
Spike LCS
LCS %,
Rec
Parameter
Units
Conc. Result % Rec Limits
Qualifiers
Nitrogen, Nitrate
mg/L
5 5.0
100
90-1i❑
Nitrogen, Nitrite
mg1L
1 1.0
102
90-110
MATRIX SPIKE SAMPLE:
668291
92103666002 Spike
MS
MS
% Rec
Parameter
Units
Result Conc.
Result
% Rec
Limits Qualifiers
Nitrogen, Nitrate
mg/L
33.3 5
36.5
64
90-110 MB
Nitrogen, Nitrite
mg/L
N❑ 1
1.3
113
90-110 M1
MATRIX SPIKE SAMPLE:
668293
92103667002 Spike
MS
MS
% Rec
Parameter
Units
Result Conc.
Result
% Rec
Limits Qualifiers
Nitrogen, Nitrate
mg1L
7.6 5
14.7
142
90-110 Mi
Nitrogen, Nitrite
mg/L
NO 1
1.1
110
90-110
SAMPLE DUPLICATE: 668292
92103666002 Dup
Parameter
Units
Result Result
RPD
Qualifiers
Nitrogen, Nitrate
mg1L
33.3 33.8
2
Nitrogen, Nitrite
mg1L
NQ ND
SAMPLE DUPLICATE: 668294
92103667002 Dup
Parameter
Units
Result Result
RPD
Qualifiers
Nitrogen, Nitrate
mglL
7.6 7,8
3
Nitrogen, Nitrite
mg1L
ND ND
Date, 10/12/2011 01,55 PM REPORT 0IF LABORATORY ANALYSIS Page 35 of 40
This report shall not be reproduced, except in full,
without the wriEfen consent of Pace Analytical services, Inc..

a Paca Analytical Servicas, lac. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
205 East Meadow Road - Suite A 2225 Riverside ter. 9800 KioceyAvs Suite Soo
aceAnaiy icaJ
wo pacera>yamm Eden, NC 27288 Asheville, NC 28804 Huhtersvilte, NC 28078
[phone] [phone] [phone]
QUALITY CONTROL DATA
Project: CM WWTP 6228-08-4691
Pace Project No.: 92103587
QC Hatch: WETA110678
Analysis Method: EPA 353.2
QC Batch Method: EPA 353,2
Analysis Description: 353.2 Nitrate + Nitrite, Unpres.
Associated Lab Samples: 92103587005
METHOD BLANK: 668295
Matrix: Water
Associated Lab Samples: 92103587005
Blank ReporUng
Parameter
Units
Result Limit
Analyzed Qualifiers
Nitrogen, Nitrate
mg1L
ND 0,20
10104/11 23:39
Nitrogen, Nitrite
mg/L
N❑ 0.10
10/04/11 23:39
LABORATORY CONTROL SAMPLE;
668296
Spike LOS
LCS °% Rec
Parameter
Units
Conc. Result
°% Rec Limits Qualifiers
Nitrogen, Nitrate
mg/L
5 4.5
90 90-110
Nitrogen, Nitrite
mg1L
1 1,0
103 90.110
MATRIX SPIKE SAMPLE:
668297
92103620003 Spike
MS MS
°% Rea
Parameter
Units
Result Conc.
Result % Rec
Limits Qualifiers
Nitrogen, Nitrate
mglL
ND 5
5.9 117
90-110 M1
Nitrogen, Nitrite
mg1L
NO 1
1.2 115
90-110 M1
SAMPLE DUPLICATE: 668298
92103620003 Dup
Parameter
Units
Result Result
RPO Qualifiers
Nitrogen, Nitrate
mg1L
NO NO
Nitrogen, Nitrite
mg1L
NO NO
Date: 10112/2011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 36 of 40
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc .

a Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical5ervlces, Inc.
aceAnalX cal 205 East Meadow Read - Suite A 2225 Riverside ❑r 9800 Kincey Ave. Suite 100
nKwpaselaGs.Gnm Eden, NC 27265 Asheville, NC 25804 Huntersville, NC 28078
[phone] [phone] [phone]
QUALITY CONTROL DATA
Project: CMI WWTP 6228-08-4691
Pace Project No.: 92103587
QC Batch: WETA110698
Analysis Method: SM 4500-CI-E
QC Batch Method: SM 4500•CI•E
Analysis Description: 4500 Chloride
Associated Lab Samples: 92103587001. 92103587002, 92103587003, 92103587004
METHOD BLANK: 669945
Matrix: Water
Associated Lab Samples: 92103587001. 92103587002, 92103587003, 92103587004
Blank Reporting
Parameter
Units
Result Limit
Analyzed
Qualifiers
Chloride
mglL
NO 5.0
1010711114:20
LABORATORY CONTROL SAMPLE:
669946
Spike LCS
LCS
% Rec
Parameter
Units
Conc. Result
% Rec
Limits Qualifiers
Chloride
mglL
20 20.0
100
90-110
MATRIX SPIKE SAMPLE:
669947
92102974001 Spike
MS
Nis % Rec
Parameter
Units
Result Conc.
Result
°I° Rec Limits Qualifiers
Chloride
mglL
18400 uglL 20
37.3
94 75-125
SAMPLE DUPLICATE: 669948
92102974002 Dup
Parameter
Units
Result Result
RP❑
Qualifiers
Chloride
mglL
23600 ug)L 23.8
1
Date; 10/12/2011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 37 of 40
This report shall not be reproduced, except in full,
without She written consent of Pace Analytical Services, Inc..

4P Pace Analytical services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceAnalytical 205 East Meadow Road - SuiteA 2225 Riverside Dr. 9800 KfnceyAve. Suite 100
1%rn.pacefab&C0M Eden. NC 27288 Ashevllle, NC 28H04 Huntersville, NC 28076
1 [phone] [phone] [phone]
QUALITY CONTROL DATA
Project: C M I WWTP6228-48-4691
Pace Project No.: 92103587
QC Batch: WETA110712
Analysis Method:
SM 4500-CI-E
QC Batch Method. SM 4500-CI-E
Analysis Description:
4500 Chloride
Associated Lab Samples: 92103587005
METHOD BLANK: 670430
Matrix: Water
Associated Lab Samples: 92103587005
Blank Reporting
Parameter
Units
Result Limit
Analyzed
Qualifiers
Chloride
mg1L
ND 5.0 1010811113:44
LABORATORY CONTROL SAMPLE:
670431
Spike LCS
LCS
% Rec
Parameter
Units
Canc. Result
% Rec
Limits Qualifiers
Chloride
mg1L
20 20.7
103
90-110
MATRIX SPIKE SAMPLE:
670432
92103587005 Spike
MS
MS % Rec
Parameter
Units
Result Canc.
Result
% Rec Limits Qualifiers
Chloride
mg1L
91.1 20
109
90 75-125
SAMPLE DUPLICATE: 670433
92103486002 Dup
Parameter
Units
Result Result
RPD
Qualifiers
Chloride
mglL
14.7 15.3
4
Date: 10/12/2011 01.55 PM REPORT ❑F LABORATORY ANALYSIS Page 38 of 40
This report shall not be reproduced, except in full,
without }ate written consent of Pace Analytical Services, Inc..

x Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceAnalXical 205 East Meadow Road - SuiteA 2225 Riverside Dr. 9800 Klncey Ave. Suite 100
nxx,yacotaLs.wm Eden, NC 27288 Asheville, NC 28804 Huntersvllle, NC 28078
[336]623-8921 [phone] [phone]
QUALITY CONTROL DATA
Project: CMI WWTP6228-08-4691
Pace Project No.: 92103587
QC Batch: WETA110684 Analysis Method-. SM 53106
OC Batch Method. SM 5310B Analysis Description: 5310B TOC
Associated Lab Samples: 92103587001, 92103587002, 92103587003, 92103587004. 92103587005
METHOD BLANK: 668627 Matrix; Water
Associated Lab Samples: 92103587001, 92103587002. 92103587003, 92103587004, 92103587005
Blank Reporting
Parameter Units Result Limit Analyzed ❑ualifiers
Total Organic Carbon mglL NO 1.0 10/07/11 15;01
LABORATORY CONTROL SAMPLE: 668628
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
TOW Organic Carbon mg1L 25 22A 90 90-110
MATRIX SPIKE SAMPLE: 668629
92103587001 Spike MS MS % Rec
Parameter Units Result Conc. Result % Rec Limits Qualifiers
Total Organic Carbon mg1L 7,3 25 29.7 90 75-125
MATRIX SPIKE SAMPLE: 668631
92103336005 Spike MS MS % Rec
Parameter Units Result Conc. Result % Rec Limits Qualifiers
Total Organic Carbon mg1L 1.6 25 25.8 97 75-125
SAMPLE DUPLICATE: 668630
92103587002 Dup
Parameter Units Result Result RPD Qualifiers
Total Organic Carbon mg1L 9.0 9.1 1
SAMPLE DUPLICATE: 668632
92103336006 Dup
Parameter Units Result Result RPD Qualifiers
Total Organic Carbon mg/L 1.6 1.6 3
Date: 10/12/2011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 39 of 40
This report shall not be reproduced. except in full,
without the written consent of pace Analytical Services, 1nc..

Pace Analytical Services, Inc.
Pace Analytical Services, Inc.
Pace Analyticat Services, Inc.
G'e �14�fG' f
205 Ease Meadow Road - Suite A
2225 Riverside Dr.
9800 kinceyAve. Suite 100
_
xxwpaJceta6` sram
Eden. NC 27288
Asheville, NC 28804
Huntersville. INC 28078
[phone]
[phone]
[phone]
QUALIFIERS
Project: CM WWTP 6228-08-4691
Pace Project No.: 92103587
DEFINITIONS
OF - Dilution Factor. if reported, represents the factor applied to the reported data due to changes in sample preparation, dilution or
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
142-DOhanylhydrazine (8270 listed analyte) decomposes to Azobenzene.
Consistent with EPAguidelines, unrounded data are displayed and have been used to calculate % recovery and RP values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS�Dj - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NO - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed Tor, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each anaiyte is a combined concentration.
Acid preservation may not be appropriate for 2-Chioroethyivinyl ether, Styrene, and Vinyl chloride.
Pace Analytical is TN accredited. Contact your Pace PM for the current list of accredited anal ytes.
LABORATORIES
PAS I -A Pace Analytical Services - Asheville
PASI-C Pace Analytical Services - Charlotte
PASI-M Pace Analytical Services • Minneapolis
ANALYTE QUALIFIERS
D3 Sample was diluted due to the presence of high levels of non -target analytes or other matrix interference.
H1 Analysis conducted outside the EPA method holding lime.
LO Ana lyte recovery in the laboratory control sample (LCS) was outside 0C limits.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
M6 Matrix spike and Matrix spike duplicate recovery not evaluated against control limits due to sample dilution.
N2 The tab does not hold TNI accreditation for this parameter.
Date: IOft 212011 01:55 PM REPORT OF LABORATORY ANALYSIS Page 44 of 40
Th-s report shall not be reproduced, except in full.
without the written consent of PaceAnalvtical Services. Inc...

;a?ceAnaVica1'
CHAIN -OF -CUSTODY / Analytical Request Document
Th8 Chajn-0f-Custody is a LEGAL DOCUMENT- All relevant Gelds must be camplelad accuratoly-
Pager: ❑f
Section A Sectlon B Section C
150365 2
Re gat red Chen In forma Lori- Required Project Inlormation: In"m Informatian-
Company: Report To: Ahonrion,
Addr �} Gppy
Tp-
Company Name:
REGULATORY AGENCY
7`dJ [i4
AJ <
Address:
[- NPI)ES GROUND WATER I- DRINKING WATER
[- UST RCRA r OTHER
E it To- Purchase
Order No :
Pace auorc
fterorenae:
Phone:
F;sz. Project
Name �r
Paca Prgacl
Site LOG7tivn
C./+"+L-
s TA rjE:
Requested Due Dala/TAT- t F Project
Number: �- }�
ll
Pace Profilo 9 ^] -7 �,
C� L
Requested
Analysis
Filtered
(YIN)
Section D Matrtx Codes
a
x
Roq ulrod Client lnfomm bw MATRjX r CgOE
n
COLLECTED
Preservatives
i
pdrrking I(4 ali]f DW
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Water WTpp
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CW.rr'OSIT[
P
Waste Water WW
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SAMPLE ID Wipe
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Sample IDs MUST 8E UNIQUE �se TS
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DATE
TIME
DATE
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ADDITIONAL COMMENTS
RELIN ISH BY !AFFILIATION
DATE
TIME
ACCEPTED BY 1 AFFILIATION
HATE
TIME
SAMPLE CONDITIONS
ISM p
plqlj
SAMPLER NAME AND SIGNATURE
OP.iGINAL
PRINT Name of SAMPLER-
a
)=
m
r
m m
m -"
cc
m �.
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SIGNATURE pf SAMPLER:
DATE 5lgned (' J
(MMIDDrYY)! [
+�
w
ar--owwnt NOLO; cw 56Qn09 vas rvrm roe are s Vlknq Pace's NeT 30 rrav caymenl InmA and Veep+. - r:,v. charge, 1 11 -rer men"- r-----'nvoir s 'I rw N r I L-O-C '. , 5-1

Document Name: Document Revised: July 29, 2011
f 2eAnjVical Sample Condition Upon Receipt (SCUR) Pace 1 of 2
Document Number: Issuing Authority:
F-CHR-CS-03-rev,05 Pace Huntersville Quality Office
C ' nt Name:
Project # ��� 3�k 7
Where Received: Huntersville ❑ Asheville ❑ Ede
Courier; ❑Fed Ex ❑ UPS❑ LISPS❑ Client❑ G martial Pace tither Q-tlOnal�:-
Praj�d,laepateft"I
,
Custody Seal on CoalerlBox Present: ❑ yes no Seals intact. ❑yes ❑ no Proj.NaiieWt .
Packing Material: ❑ Bubble Wrap Bubble Bags ❑ None Ll Other
Thermometer Used: IR Gun T1102 Type of Ice Blue None Samples on ice, cooling process has begun
Temo Correction Factor Add / Subtract 0 'C
Corrected Cooler Tem. D C
Temp.:
Biological Tissue Is Frozen: Yes No NIA
Date and Initial of er ning
contents: l� '� ��
Temp should be above freezing to 6'C
Comments:
Chain of Custody Present:
Leles No
❑NIA
1.
Chain of Custody Filled Out:
es No
❑NIA
2,
Chain of Custody Relinquished:
EfY.s ❑No
❑NIA
3.
Sampler Name & Signature on COG:
L24 ONO
❑NIA
4.
Samples Arrived within Hold Time:
es No
❑NIA
5.
Short Hold Time Analysis <72hr :
Yes ONO
NIA
g,
Rush Turn Around Time Requested:
Dyes No
❑NIA
7.
Sufficient Volume:
k< No
❑NIA
8.
Correct Containers Used:
Yes No
❑WA
9. _
-Pace Containers Used:
es No
❑NIA
Containers Intact:
ErYes ❑No
❑NIA
O.
Filtered volume received for Dissolved tests
❑Yes No
NIA
11.
Sample Labels match COC:
Oles ONO
©NIA
12.
-Includes date/time/ID/Analysis Matrix:
7-
All containers needing preservation have been checked.
es ON-
❑NIR
1 3-
All containers needing preservation are found to be in
61Y
compliance with EPA recommendation.
rrrr���� ONO
❑NIA
exceptions: VOA, coliform, TOC, O&G, WI -SRO (water)
❑Yes ❑No
Inilial Men completed
Samples checked for dechlodnatlon:
Yes El No
❑NIA
14.
Headspace in VOA Vials { a6mm):
E)Yej ONo
❑NIA
15.
Trip Blank Present:
Y ONO
❑NIA
16.
Trip Blank Custody Seals Present
Yes ONO
ONIA
Pace Trip Blank Lot # {if purchased):
Client Notification) Resolution: Field Oata Required? Y 1 N
Person Contacted: DateMme:
Comments/ Resolution:
SCURF Review: Y Date: I SRF Review: � Qate: ra Y
Note: Wheneve is-, discrepancy affecting North Carolina compliance samples, a cop is form will be sent to the North Carolina DEHNR
Certification Office ( Le out of hold, incorrect preservative, out of temp, incorrect containers)

aceAnapical
wwwpaceraes.oam
October 14, 2011
Mr. Mark Filardi
AMEC-Charlotte
2801 Yorkmont Road
Charlotte, NC 28208
Pace Analytic aI Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
RE: Project: CMI WWTP
Pace Project No.: 92103792
Pace Analytical Services, Inc.
2225 Riverside dr.
Asheville, NC 28804
[phone]
Received by MPF
10/14/11
Pace Analytical Services, Inc.
9800 Kincey Ave. suite 1DO
Huntersville, NC 26078
(704y875-WW
Dear Mr. Filardi:
Enclosed are the analytical results for samples} received by the laboratory on October fly, 2011.
The results relate only to the samples included in this report. Results reported herein conform to the
most current TN standards, where applicable, unless otherwise narrated in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
"Z--
Kevin Godwin
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not he reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..
Page 1 of 67

aceAnalytrcals
nxw.parelabsmm
Project: CMI WWTP
Pace Project No. 92103792
Minnesota Certification lDs
1700 Elm Street 5E Suite 200, Minneapolis,
A2L4 Certification #: 2926.G1
Alaska Certification M UST-078
Alaska Certification #MN00064
Arizona Certification #: AZ•0014
Arkansas Certification M 88-0680
California Certification M 01155CA
EPA Region 8 Certification #. Pace
Flo6da/NELAP Certification #: E87605
Georgia Certification #: 959
Idaho Certification #: MN00064
Illinois Certification #: 200011
Iowa Certification #: 368
Kansas Certification #: E-10167
Louisiana Certification #: 03086
Louisiana Certification #: LA080009
Maine Certification M 2007029
Maryland Certification #: 322
Michigan DEQ Certification #: 9909
Minnesota Certification M 027-053-137
Pace Analytical Services, tnc.
2D5 East Meadow Road - Suite A
Eden, NC 27288
[336)823.8921
Pace Analytical Services, Inc.
2225 Riverside Dr -
Asheville. NC 28804
(828]254-7176
CERTIFICATIONS
MN 55414 Mississippi Certification #: Pace
Montana Certification #: MT CERT0092
Nevada Certification #: MN 00064
Nebraska Certification #: Pace
New Jersey Certification #: MN-002
New Mexico Certification #: Pace
New York Certification M 11647
North Carolina Certification M 530
North Dakota Certification M R-036
North Dakota Certification #: R-036A
Ohio VAP Certification M CL101
Oklahoma Certification #: D9921
Oklahoma Certification M 9507
Oregon Certification #. MN200001
Pennsylvania Certification M 68-00563
Puerto Rico Certification
Tennessee Certification #; 02818
Texas Certffication #; T104704192
Washington Certification #: C754
Wisconsin Certification M 999407970
Charlotte Certification Ids
9800 Kincey Ave. Ste 100. H u ntersvi I le, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Certification #: 99006001
South Carolina Drinking Water Cert. #; 99006003
Virginia prinking Water Certification M. 00213
Asheville Certification IDs
2225 Riverside Dr., Asheville, NC 28804
Florida/NELAP Certification M E87648
Massachusetts Certification #: M-NCO30
North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40
Connecticut Certification #: PH-0104
FloridalNELAP Certification #: E87627
Kentucky UST Certification M 84
Louisiana DHH Drinking Water # LA 1 D0031
West Virginia Certification M 357
VrgtnialVELAP Certification #: 460144
South Carolina Certification #: 99030001
Virginia Certification #: 00072
West Virginia Certification #: 356
VrginafVELAP Certification #: 460147
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc
Pace AnalyticaI Services, Inc.
9800 KinceyAve. Suite 100
Huntersvllle, NC 28078
[704]875-9092
Page 2 of 67

aceAnalyticala
wNw.pacefabs.com
Project: CMI WWTP
Pace Project No.: 92103792
Lab ID Sample ID
92103792001 EBMW-14
92103792002 EBMW-15
92103792003 EBMW-17
92103792RD4 EBMW-18
pace Analytical Services, Inc.
205 Fast Meadow Road - SuiteA
Eden, NC 27288
[336]523.8921
Pace Analytical Services, Inc.
2225 Riverside Or.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Pace Analytical Services, Inc.
9800 Kir"y Ave. Suite 100
Huntersville, NC 28078
[phone]
Method
Analysts
Anatytes
Reported
Laboratory
RSK 175
SK4
3
PASI-M
SM 2340B
JMW
1
PASI-A
EPA SD10
JMW
2
PASI•A
EPA 8260
MCK
63
PASI-C
SM 2320B
AES
2
PASI-A
SM 2540C
GW1
1
PASi-A
SM 3500-Fe D#4
LEP
1
PASI-A
SM 4500-S21D
AES
1
PASI-A
EPA 300.0
SAJ
i
PASI-A
EPA 353.2
DMN
2
PASI-A
SM 4500-CI-E
JDA
1
PASI-A
SM 5310E
SAJ
1
PASI-A
RSK 175
SK4
3
PAS I-M
SM 2340B
JMW
1
PASI-A
EPA 6010
JMW
2
PASI-A
EPA 8260
MCK
63
PASI-C
SM 2320B
AES
2
PASI-A
SM 2540C
GW1
1
PASi-A
SM 3500-Fe D#4
LEP
1
PASI-A
SM 450D-S2D
AES
1
PASI-A
EPA 300.0
SAJ
1
PASI-A
EPA 353.2
❑MN
2
PASI-A
SM 4500-CI-E
JDA
1
PASI-A
SM 53106
SAJ
1
PASI-A
RSK 175
SK4
3
PASI-M
SM 23408
JMW
1
PASI-A
EPA 6010
JMW
2
PASI-A
EPA 8260
MCK
63
PASI-C
SM 2320B
AES
2
PASI-A
SM 2540C
GW1
1
PASI-A
SM 3500-Fe D#4
LEP
1
PASI-A
SM 4500-S21D
AES
1
PASI-A
EPA 300.0
SAJ
1
PASI-A
EPA 353.2
DMN
2
PAS I -A
SM 4500-CI-E
JDA
1
PASI-A
SM 5310B
SAJ
1
PASI-A
RSK 175
SK4
3
PASI-M
REPORT OF LABORATORY ANALYSIS Page 3 of 67
This report shall not he reproduced, except in full,
without the written consent of Pace Ana lyllcal Services, Inr

_ acemaly lcal
W1rN.pdoC1a65. p7m
Project: CMI WWTP
Pace Project No.: 92103792
Lab ID Sample ID
92103792005 EBMW-21
92103792006 EBMW-30
92103792007 EBMW-31
Pace Analytical Services, tne.
205 East !Meadow Road - Suite A
Eden, NC 27288
t336j623.8921
Pace Analytical Services, Inc.
2225 Riverside Or.
Asheville, NC 28804
[828)254-7176
SAMPLE ANALYTE COUNT
Pace Analytical Services, Inc.
9800 KInceyAve . Suite 100
Hunlersville, NC 28078
[phone]
Method
Analysts
Analytes
Reported
Laboratory
SM 2340B
JMW
1
PASI-A
EPA6010
JMW, SNB
2
PAST -A
EPA 8260
NICK
63
PASI-C
SM 2320B
AES
2
PASI-A
5M 2540C
GW1
1
PASI-A
SM 3500-Fe D#4
LEP
1
PASI-A
SM 4500-S2D
AES
1
PASI-A
EPA 300.0
SAJ
1
PASI-A
EPA 353.2
DMN
2
PASI-A
SM 4500-CI-E
JDA
1
PASI-A
SIA 5310E
SAJ
1
PASI-A
RSK 175
SK4
3
PASI-M
SM 2340B
JMW
1
PAS! -A
EPA6010
JMW
2
PASI-A
EPA 8260
MCK
63
PASI-C
SM 2320B
AES
2
PASI-A
SM 25400
GW1
i
PASI-A
SM 3500-Fe D#4
LEP
1
PASI-A
SM 4500-S2D
AES
1
PASI-A
EPA 300.0
SAJ
1
PASI-A
EPA 353.2
DMN
2
PASI-A
SM 4500-CI-E
JDA
1
PASI-A
SM 5310B
SAJ
1
PASI-A
RSK 175
SK4
3
PASI-M
SM 2340B
JMW
1
PASI-A
EPA 6010
JMW
2
PASI-A
EPA 8260
MCK
63
PASI-C
SM 2320B
AES
2
PASI-A
SM 2540C
GW1
1
PASI-A
SM 3500-Fe 0#4
LEP
1
PASI-A
SM 4500-S21]
AES
1
PASI-A
EPA 300.0
SAJ
1
PASI-A
EPA 353.2
DMN
2
PASI-A
SM 4500-CI-E
JDA
1
PASI-A
SM 5310B
SAJ
1
PASI-A
RSK 175
SK4
3
PASI-M
SM 2340B
JMW
1
PASI-A
REPORT OF LABORATORY ANALYSIS Page 4 of 67
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc

aceAnalytical
www.Paaeiabs.mm
Project: CMI WWTP
Pane Project No.: 92103792
Lab ID Sample ID
92103792008 EBMW32
92103792009 FPMW5
92103792010 DUPLICATE
92103792011 RB-1
92103792012 TRIP BLANK 2
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside ❑r.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Pace AnaIytleaI Services. Inc.
9800 Xincey Ave. Suite 100
HuntersWW, NC 28078
(704)875-9P92
Method
Analysts
Ana}ytes
Reported
Laboratory
EPA 6010
JMW
2
PASI-A
EPA 8260
MCK
63
PASI-C
SM 2320B
AES
2
PAS [-A
SM 25400
GW1
1
PAS [-A
SM 3500-Fe D#4
LEP
1
PASk-A
SM 4500-S2D
AES
1
PA51-A
EPA 300.0
SAJ
1
PAS I -A
EPA 353.2
DMN
2
PASI-A
SM 4500-Ci-E
JDA
1
PASI-A
SM 5310B
SAJ
1
PASI-A
RSK 175
SK4
3
PASI-M
SM 2340E
JMW
1
PASI-A
EPA6010
JMW
2
PASI-A
EPA 8260
MCK
63
PA51-C
SM 2326E
AES
2
PASI-A
SM 2540C
GW 1
1
PASI-A
SM 3500-Fe D#4
LEP
1
PASI-A
SM 4500-S2D
AES
1
PAS I -A
EPA300.0
SAJ
1
PAS I -A
EPA353.2
DMN
2
PASI-A
SM 4500-CI-E
JDA
1
PASI-A
SM 5310B
SAJ
1
PASI-A
RSK 175
SK4
3
PASI-M
SM 2340B
JMW
1
PASI-A
EPA6010
JMW
2
PASI-A
EPA 8260
MCK
63
PAS I-C
SM 2320B
AES
2
PASI-A
SM 2540C
GW1
1
PASI-A
SM 3500-Fe D#4
LEP
1
PAST -A
SM 4560-S2D
AES
1
PAS I -A
EPA 300.0
SAJ
1
PASI-A
EPA 353.2
DMN
2
PASI-A
SM 4500-CI-E
JDA
1
PASI•A
SM 5310S
SAJ
1
PASI-A
EPA 8260
MCK
63
PASI-C
EPA 8260
MCK
63
PASI-C
EPA 6260
MCK
63
PASI-C
REPORT OF LABORATORY ANALYSIS Page 5 of 67
This report shall not he reproduced, except to Full,
without the written consent of Pace Analytical Services, Inc

aceAnalytrcale'
-- www.paceWbs,com
Project- CMI WWTP
Pace Project No.: 92103792
Lab IQ Sample I❑
92103792013 TRIP BLANK 3
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 21288
[phone]
Pace Analytical Services, tnc.
2225 Riverside or.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Method
EPA 8260
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in fun,
without tha written consent of Pace Analytical Services, Inc..
Analysts
MCK
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersviile, NC 28078
[phone]
Analytes
Reported Laboratory
63 PA$I-C
Page 6 of 67

aceAnalyiicala
www.paceiabs-cw
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside 0r.
Asheville, NC 28804
(82$)2$4-717$
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KlnceyAve. Suite 100
Hunter5ville, NC 2807E
[phone]
Project: CMI WWTP
Pace Project No.: 92103792
Sample: EBMW-14 Lab tD: 92103792001 Collected: 10/04/11 09:55 Received: 10105/11 16.35 Matrix: Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No, Qual
R5K 175 AtR Headspace Analytical Method: RSK 175
Ethane
NO uglL
10.0
1
10/10/11 16:10
74-84-0
Ethene
NO uglL
10.13
1
10/10/11 16:10
74-85-1
Methane
201 uglL
10.0
1
10/10/11 16:10
74-82-8
2340E Hardness, Total (Calc.)l
Analytical Method. SM 2340B
Total Hardness
48.9 mg1L
0,65
1
1010&11 02:D4
6010 MET ICP
Analytical Method: EPA 6010 Preparation Method: EPA 3010
Calcium
10000 uglL
100
1 10/06/11 10:15
1010&11 02 04
7440-70-2
Manganese
7550 uglL
5.0
1 10/06/11 10:15
10/08/11 02:04
7439-96-5
8260 MSV Low Level
Analytical Method- EPA 8260
Acetone
ND uglL
2500
100
10110/11 20 42
67-64-1
Benzene
N❑ uglL
100
100
10110/11 20:42
71-43-2
Bromobenzene
N❑ uglL
100
100
10/10/11 20:42
108-86-1
Bromochivromelhane
N❑ uglL
100
100
10/10/11 20:42
74-97-5
Bromodichloromethane
ND ug)L
100
100
10/10/11 20:42
75-27-4
Bromoform
ND uglL
100
100
10110111 20.42
75-25-2
Bromomethane
ND uglL
200
100
10/10/11 20:42
74-83-9
2-Bulanone (MEK)
ND uglL
500
100
10/10/11 20:42
78-93-3
Carbon tetrachloride
NO uglL
1DO
100
10MOIll 20A2
56-23-5
Chlorobenzene
ND uglL
100
100
10/10/11 20A2
108-90-7
Chioroethane
291 ug)L
100
100
10/10/11 20A2
75-00-3
Chloroform
NO uglL
100
100
1011OM1 20A2
67-66-3
Chloromethane
ND uglL
100
100
10/10/11 20:42
74-67-3
2-Chlorotoluene
ND ug1L
100
100
10/10/11 20:42
95-49-8
4-Chlorotoluene
ND uglL.
100
100
10/10/11 20:42
106-43-4
1,2-Dibromo-3-chloropropane
N❑ uglL
500
100
10/10/11 2DA2
96-12-8
Dibromochloromethane
ND uglL
100
100
10/10/11 20.42
124-48-1
1,2-Dibromoethane (EDB)
NO uglL
100
1DO
10/10/11 20:42
106-93-4
Dibromomethane
ND uglL
100
100
10110/11 20,,42
74-95-3
1,2-Dichlorobenzene
ND uglL
100
100
10/10/11 20A2
95-50-1
1,3-Dichlorabenzene
ND uglL
100
100
10P0111 20A2
541.73-1
1,4-Dichlorabenzene
NO uglL
100
100
10/10/11 20:42
106-46.7
DichiorodiFluoramethane
NO ug1L
100
100
10/10/11 20:42
75-71-8
1,1-Dichlarcethane
19300 ug1L
100
100
10/10/11 20:42
75-34-3
1,2-01chloroethane
NO ug1L
100
100
10/10/11 20:42
107.06-2
1,1-Dichloroelhene
3120 ug1L
100
100
10/10/11 20:42
75-35-4
cis-1,2-Dichlaroethana
ND ug1L
100
100
10/10/11 2042
156.59-2
trans-1,2-Dichloroethene
ND ug1L
1O0
100
10110/11 2DA2
156-60-5
1,2-Dichloropropane
ND ug1L
100
100
10/10/11 20:42
78-87-5
1,3-Dichloropropane
ND ug1L
100
ion
10/10/11 20:42
142-28-9
2,2-01chloropropane
NO uglL
1DO
100
10/10/11 20:42
594-20-7
1,1-Dichloropropene
NO uglL
100
100
10/10/11 20:42
563-58.6
cis-1,3-Dichloropropene
N❑ uglL
100
100
10/10/11 20.42
1OD61-01-5
trans-1,3-Dichloropropene
ND uglL
100
100
10/10/11 20A2
1OD61-02-6
Date: 10/14/2011 09:06AM
REPORT OF LABORATORY ANALYSIS
Page 7 of 67
This report shall nal be reproduced,
except In Full,
without She written consent of Pace Analytical Services, Inc..

/�;a'cie Analyfical w
WWWpace738s.wm
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27268
[phone]
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]
ProjmL CM WWTP
Pace Project No. 92103792
Sample: EBMW-14 Lab ID: 92103792001 Collected: 10/04/11 09:55 Received: 10/05/11 16:35 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No, Qual
8260 MSV Law Level Analytical Method: EPA 8260
Diisopropyl ether
N❑ ug/L
100
100
Ethylbenzene
ND ug1L
100
100
Hexachloro-1,3-butadiene
ND ug/L
100
100
2-Hexanone
ND ug/L
500
100
p-Isopropyltoluene
ND ug1L
100
100
Methylene Chloride
ND ugIL
200
100
4- Meth yl-2-pentanone (MIRK)
ND uglL
5o0
100
Methyl-tert-butyl ether
ND ug)L
100
100
Naphthalene
N❑ ug&
100
100
Styrene
ND ugIL
1D0
100
1,1,1,2-Tetrachloroethane
ND ugIL
100
100
1,1,2,2-Tetrachloroethane
ND ug/L
100
1D0
TetrachIcroethene
166 ug/L
100
1D0
Toluene
ND ug/L
100
100
1,2,3-Trichlorobenzene
ND ug/L
100
100
1,2,4-Trichiorobenzene
N❑ ug/L
100
100
1,1,1-Tdchloroethane
88100 ug/L
1000
10DO
1,1,2-Tdchloroethane
ND ug1L
100
100
Trichloroethene
ND ug/L
100
100
Tdchlorofluoromethane
ND ug/L
100
100
1,2,3-Tdchloropropane
N❑ ug1L
100
100
Vinyl acetate
ND uglL
200
100
Vinyl chloride
ND ug)L
100
100
m&p-Xylene
ND ugIL
200
100
o-Xylene
ND ug/L
100
100
4-Bromafluorobenzene (S)
92 °%
70.130
100
Dibromofluoromethane (S)
130 °%
70.130
100
1,2-Dichloroethane-d4 (S)
129 °%
70-130
1D0
Toluene-d8 (S)
102 °%
70.130
100
2320E Alkalinity
Analytical Method: SM 2320B
At ka linity, B ica rbon ate {CaCO3)
223 mglL
5.0
1
Alkalinity, Total as CaCO3
223 mg1L
5.0
1
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
482 mglL
25.0
1
Iron, Ferrous
Analytical Method: SM 3500-Fe D#4
Iron. Ferrous
63.0 mg1L
5.0
10
4500S21) Sulfide Water
Analytical Method: SM 4500-S2D
Sulfide
ND mg1L
0.25
2.5
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
ND mg1L
5.0
1
Date: 10/14/2011 09:06AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,
except in full,
wilhoul the written consent of Pace Analytical
Services, Inc..
10/10/11 20 A2
108-2D-3
10/10/11 20:42
100.41-4
1 D110111 20A2
87-68-3
10/10/1120A2
591-78-6
10/1011120:42
99-87-6
10110/11 20:42
75-09-2
10 / 10111 2 0: 42
108-10-1
10110 / 11 2 0: 4 2
16 34-04 -4
10/10/1120:42
91-20-3
10110/11 2 0: 42
100-42-5
1011011120:42
630-20-6
10/1011120-42
79-34-5
10/10/11 20:42
127-18-4
1011011120:42
108-88-3
10110/11 20:42
87.61.6
10/10/11 20; 42
120-82.1
10/12/1102:35
71-55-6
1011011120:42
79-00-5
10/1011120;42
7MI-6
10/10/1120:42
75-69-4
1011011120:42
96-18-4
10/ 10/ 11 20: 42
108-05- 4
1011011120:42
75-01-4
10110/11 20 A2
179601-23-1
10/10/112042
95.47-6
10110/1120A2
460-00-4
10 / 10111 2 0: 4 2
1868-53.7
10110 / 11 2 0: 4 2
1706 0-07-0
10110/1120,42
2037-26-5
10/11/11 10:30
10/11/11 10:30
10/07/11 16:33
100011118:13 H1,N2
1010W1112:00 18496-25-8 D3
10107 / 11 16:16 14 806-7 9-8
Page 8 of 67

aceAnalytical
Kxw.a4CefBGS.[am
Pace Analytical Services, Inc.
205 East Meadow Road - Suite
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
r828]254-7176
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800KinceyAve. SuitefUO
Huntersville, NC 28078
(704 $75.9092
Projecl: CMI WWTP
Pace Project No.: 92103792
Sample: EBMW-14
Lab ID: 92103792001 Collected:
i0104111 09;55
Received:
10/05/11 16:35 Matrix: Water
Parameters
Results Units Report Limit
OF
Prepared
Analyzed CAS No. Qual.
353.2 Nitrogen. N021NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
NO mglL
0.20
1
101051il 22:27
Nitrogen, Nitrite
0.33 mg1L
0.10
1
10/05/11 22:27
4500 Chloride
Analytical Method- SM 4500-CI-E
Chloride
38.4 mg1L
&0
1
10/08/11 13:52 16887-00.6
5310B TOC
Analytical Method: SM 5310B
Total Organic Carbon
63,8 mg1L
5.0
5
10/11/11 09:53 7440-44-0
Sample: EBMW-15
Lab ID: 92103792002 Collected-
10104111
14:30
Received;
10/05/11 16:35 Matrix: Water
Parameters
Results Units Report
Limit
DF
Prepared
Analyzed CAS No. Qual
RSK 175 AIR Headspace Analytical Method: RSK 175
Ethane
NO ug1L
10.0
1
10/10/11 16:21
74-84-0
Ethene
NO ug1L
10.0
1
10/10/11 16 21
74-85-1
Methane
473 uglL
10.0
1
10/10/11 16:21
74.82-8
2340E Hardness, Total {Calc.)
Analytical Method: SM 2340B
Total Hardness
161 mg1L
0.65
1
10/08/11 02 07
6010 MET ICP
Analytical Method. EPA 6010 Preparation Method: I- PA 3010
Calcium
38400 uglL
100
1 10/06/11 10.15
10/08111 02:07
7440-70-2
Manganese
3820 uglL
5.0
1 10/06/11 10:15
10/08/11 02:07
7439-96-5
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
NO uglL
25.0
1
10/12/11 08:07
67-64-1
Benzene
NO ug1L
1.0
1
10/12/11 08:07
71-43-2
Bromobenzene
NO uglL
1.0
1
10/12111 08.07
108-86-1
Bromochloromethane
NO ug1L
1.0
1
10/12/11 08:07
74-97-5
Bromodichloromethane
NO ug)L
1.0
1
10/12/11 0&07
75-27-4
Bromoform
NO uglL
1.0
1
10/12/11 08:07
75-25-2
Bromomethane
NO uglL
2.0
1
10/12/11 08:07
74-83-9
2-Butanone (MEK)
NO uglL
5.0
1
10/12/11 08:07
78-93.3
Carbon tetrachloride
NO uglL
1.0
1
10/12/11 08:07
56-23-5
Chlombenzene
11.9 uglL
1.0
1
10/12/11 08:07
108-90-7
Chloroelhane
NO uglL
1.0
1
10112111 08:07
75-00-3
Chloroform
NO uglL
1.0
1
10112/11 08 07
67-66-3
Chloromethane
NO uglL
1.0
1
10/12/11 08:07
74-87-3
2-Chlorotoluene
ND ug1L
1.0
1
10112/11 08:07
9549-8
4-Chlorotoluene
NO uglL
1.0
1
10/12/11 08:07
106-43-4
1,2-❑ibromo-3-chioropropane
NO uglL
5.0
1
10112/11 08:07
96-12-8
Dibromochloromethane
NO uglL
1.0
1
10112A1 08:07
124-48-1
1,2-Oibromoethane (ED8)
NO uglL
1.0
1
101121il 08:07
106-93.4
Dihromomethane
NO uglL
1.0
1
10112111 08:07
74-95-3
Date: 10/14/2011 09 06 AM
REPORT OF LABORATORY
ANALYSIS
Page 9 of 67
This report shall not be
reproduced, except in full,
without the written consent of PaceAnalytkal Services, 1nc„

1�;a'ceAnalj4ical-
wwwPWelabsMm
Project: CM WWTP
Pace Project No.: 92103792
Pace Analytical Services, Inc. Pace Analytical Services, toc.
205 East Meadow Road - SuiteA 2225 Riverside Dn
Eden, NC 27288 Asheville, NC 28804
[phone] [phone]
ANALYTICAL RESULTS
Paco Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 2807E
Sample: EBM1N-15 Lab ID: 92103792002 Collected: 10/04/11 14.30 Received: 10/05111 16:35 Matrix: Water
Parameters Results units Report Limit DF Prepared Anatyzed CAS No
8260 MSV Low Level Analytical Method: EPA S260
[phone]
1,2-Dichlorobenzene
NO uglL
1.0
1
10/12/11 08:07
95-5(-1
1,3-Dichlorobenzene
NO uglL
1.0
1
10112/11 08:07
541-73-1
1,4-Dichlarobenzene
2.9 uglL
1.0
1
10/12/11 08:D7
106-46-7
Dichlorodifiuoromethane
NO ugJL
1.0
1
10/12/11 08:07
75-71-8
1.1-Dichioroethane
4.4 uglL
1.0
1
10112/11 08:07
75-34-3
1.2-Dichloroethane
ND ug1L
1.0
1
10/12111 08:07
107-06-2
1,1-Dichloroethene
9.1 uglL
1.0
1
10/12/1108-07
75-35-4
Cis-1,2-Dichioroethene
NO uglL
1,D
1
10112111 08:07
156-59-2
trans- 1, 2- Dich loroeth ene
NO ug1L
1.0
1
10/12/11 08:07
156-60-5
1,2-Dichloropropane
ND ug/L
1.0
1
10/12111 08:07
78-87-5
1,3-Dichloropropane
IN ug1L
1.0
1
10/12111 08:07
142-28-9
2,2-Dichloropropane
N❑ ug1L
1.0
1
10/12/11 08:07
594-20-7
i,1-Dichloropropane
N❑ ug1L
1.0
1
10/12/11 08:07
563-58-6
cis- 1,3-Dichloropropene
NO ug1L
1.0
1
10/12/11 08:07
10061-01-5
Iran s-1,3-Dichloropropene
N❑ ug1L
1.0
I
10/12/11 08:07
10061-D2-6
Dilsopropyl ether
N❑ ug1L
1.0
1
10/12/11 0&07
108-20-3
Ethylbenzene
NO ug1L
1.0
1
10/12/11 08:07
100-41-4
Hexachloro-1,3-butadiene
NO ug1L
1.0
1
10/12/11 08:07
87-68-3
2-Hexanone
NO ug1L
5.0
1
10/12/11 08:07
591-78-6
p-isopropyltoluene
NO ug1L
1.D
1
10/12/11 08:07
99-87-6
Methylene Chloride
NO ug1L
2.0
1
10/12/11 08.07
75-09-2
4-Methyl -2-pentanone (MIBK)
N❑ ug/L
5.0
1
10/12/11 08:07
108-10-1
Methyl -tert-butyl ether
NO uglL
1.0
1
10/12/11 08:07
1634-04-4
Naphthalene
ND ug1L
1.0
1
10/12/11 08:07
91-20-3
Styrene
NO ug1L
1.0
1
10/12/11 08:07
1130-42-5
1,1,1,2-Tetrachloroethane
NO ug1L
1.0
1
10/12/11 08:07
630-20-6
1,1.2,2-Tetrachloroethane
ND ug/L
1.0
1
10/12/11 08:07
79-34-5
Tetrachloroethene
NO ug1L
1.0
1
10)12111 08:07
127-18-4
Toluene
NO ug1L
1.0
1
10/12/11 08:07
108.88-3
1,2,3-Trichlorobenzene
NO ug1L
1.0
1
10/12/11 08:07
87-61-6
1,2,4-Trichiarobenzene
NO ug1L
1.0
1
10/12/11 08:07
120-82-1
1.1,1-Trichloroethane
7.8 ug1L
1.0
1
10/12/11 0807
71-55-6
1.1,2-Trichloroethane
NO ug1L
1.0
1
1011211i 08:07
79-00-5
Trichloroethene
NO ug1L
1.0
1
10/12/11 08:07
79-01-6
Trichlarofluoromethane
NO ug1L
1.0
1
10/12/11 08.07
75-69-4
1.2,3-Trichloropropane
N❑ ug1L
1.0
1
10/12/11 08:07
96-18.4
Vinyl acetate
NO ug1L
2.0
1
10/12/11 0&07
103-05-4
Vinyl chloride
ND ug1L
1.0
1
10/12/11 08:07
75-01-4
m&p-Xylene
NO ug1L
2.0
1
10/12/11 0&07
179601-23-1
o-Xylene
NO ug1L
1.0
1
10/12/11 0&07
95-47-6
4-Bromofluorobenzene (S)
93 %
70-130
1
10/12/11 08:07
460-OD-4
Dibramo6uoromethane (S)
129 %
70-130
1
10/12/11 08 07
1868-53-7
1,2-Dichloroethane-d4 (S)
129 %
70-130
1
10/12/11 08:07
17060-07-0
Toluene-d8 (S)
105 %
70-130
1
10/12/11 0&07
2037-26-5
2320B Alkalinity
Analytical Method: SM 2320B
Alkalinity,Bicarbonate (CaCO3)
290 mg1L
5.0
1
10M1111 10:30
Qual
Date: 10/14/2011 09:06 AM REPORT OF LABORATORY ANALYSIS Page 10of 67
This report shall not be reproduced, except in Full,
without the written can sent or face Analytical Services, Inc..

ace Analydlcal a.
" w.pacv+ahs.mm
Project: CMI WWTP
Pace Project No.: 92103792
Pace Anaiyllcal Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Or.
Asheville. NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: EBMW-15
Lab IA: 92103792002 Collected:
10/04/11 14:30
Received: 10/05/11 16:35 Maldx: Water
Parameters
Results Units Report Limit
OF
Prepared Analyzed
CAS No. Oual
2320E Alkalinity
Analytical Method SM 2320B
Alkalinity, Total as CaCO3
290 mg1L
5.0
1
10/11111 10:30
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
350 mg1L
25.0
1
10/07/11 16:34
Iron, Ferrous
Analytical Method: SM 3500-Fe D#4
Iron, Ferrous
ND mg1L
0.50
1
10/10/11 17:10
1-11.N2
450OS20 Sulfide Water
Analytical Method: SM 4500-S21)
Sulfide
ND mg1L
0.10
1
10/08/11 12:00
18496-25-8
300.01C Anions 28 Days
Analytical Method. EPA 300.0
Sulfate
6A mglL
5.0
1
10/07/11 16:56
14808-79.8
353.2 Nitrogen, N021NO3 unpres
Analytical Method EPA 353.2
Nitrogen, Nitrate
ND mg1L
0.20
1
10/05/11 22:36
Nitrogen, Nitrite
ND mg1L
0.10
1
10/05/11 22:36
4500 Chloride
Analytical Melhod: SM 4500-CI-E
Chloride
50.9 mg)L
25.0
5
10/08/11 14:36
16887-00-6
5310E TOC
Analytical Mel hod: SM 5310B
Total Organic Carbon
15.6 mglL
1.0
1
10/10/11 15.31
7440-44-0
Sample: EBMW-17 Lab ID: 92103792003 Collected: 10/04/11 16:30 Received: 10/05/11 18735 Matrix: Water
Parameters Results Units Report Limit ❑F Prepared Analyzed CAS No. Dual
RSK 175 AIR Headspace
Ethane
Ethane
Methane
2340E Hardness, Total (Calc.)
Total Hardness
6010 MET ICP
Calcium
Manganese
8260 MSV Low Level
Acetone
Benzene
Sromobenzene
Date7 10114/2011 09 06 AM
Analytical Method: RSK 175
ND ug/L 10.0 1
10/11/11 15:01
74-84-0
15.3 uglL 10.0 1
10/11/11 15:01
74-85-1
16.2 uglL 10.0 1
1001111 15701
74-82-8
Analytical Method: SM 2340B
52.2 mg1L 0.65 1
1010811102:10
Analytical Method- EPA 6010 Preparation Method- EPA 3010
18900 ugfL 100 1 10/06/11 10:15
10108/11 02:10
7440-70.2
63.7 uglL 5.0 1 10/06/11 10,15
10/08/11 0210
7439-96-5
Analytical Method: EPA 8260
ND uglL 25.0 1
10/11/11 04:47
67-64-1
NO uglL 1.0 1
10111 /11 04.47
71-43-2
ND uglL 1.0 1
10MI111 04A7
108-86-1
REPORT OF LABORATORY ANALYSIS
Page 11 of 67
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

a0Analyfrcal
www.pacelabscom
Project: CMI WWTP
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
205 East Meadow Road - Suite A 2225 Riverside Dr.
Eden, NC 27288 Asheville, NC 28bD4
[phone] [phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
Pace Project No.: 92103792
Sample: EBMW-17 Lab ID: 92103792003 Collected: 10/04/11 16:30 Received: 10/05/11 16:35 Matdx: Water
[phone]
Parameters
Results Units
Report Limit
OF
Prepared Analyzed
CAS No. oval
8260 MSV Low Level
Analytical Method,. EPA 8260
Bromochloromethane
ND uglL
1.0
1
10/11/11 04:47
74-97-5
Bromodichloromethane
ND uglL
1.0
1
10/11/11 04:47
75-27-4
Bromoform
N❑ ug1L
1.0
1
10/11/11 04:47
75-25-2
Bromornethane
ND uglL
2.0
1
10/11111 04:47
74-83-9
2-Butanone (MEK)
ND ug1L
&0
1
10/11/11 04:47
78-93-3
Carbon tetrachloride
ND uglL
1.0
1
10/11/11 04:47
56-23-5
Chlorobenzene
ND uglL
1.0
1
10/11/11 04:47
108-90-7
Chloroethane
ND ug1L
1.0
1
10/11/11 04:47
75-OD-3
Chloroform
ND uglL
1.0
1
10/11/11 04:47
67-66-3
Chloromethane
ND uglL
1.0
1
10/11/11 D4:47
74-87-3
2-Chlorotoluene
ND uglL
1.0
1
i0111111 04:47
95-49-8
4-Chlomtoluene
ND uglL
1.0
1
10/11/11 04:47
106-43-4
1,2-Dibromo-3-Ghloropropane
ND uglL
5.0
1
10/11/11 04:47
96-12-8
Dibromochloromethane
ND uglL
1.0
1
10/11/11 D4:47
124-48-1
1,2-Dibromoethane (EDB)
ND uglL
1.0
1
10P1111 04:47
106-93-4
Dibromvmethane
ND uglL
1.0
1
10/11/11 04:47
74-95-3
1,2-Dichlorobenzene
ND uglL
1.0
1
10111/11 04:47
95-50-1
1,3-Dichlorobenzene
NO uglL
1.0
1
10/11/11 D4:47
541-73-1
1,4-Dichlorobenzene
ND uglL
1.0
1
10/11/11 04:47
106-46-7
Dichlorodinuoromethane
ND uglL
1.0
1
10111/11 04:47
75-71-8
1,1-Dichloroethane
2.7 uglL
1.0
1
10/11/11 04:47
75-34-3
1,2-Dichloroethane
NO uglL
1.0
1
10/11/11 D4:47
107-06-2
1,1-Dichloroethene
1.0 uglL
1.0
1
1011101 04:47
75-35-4
cis- 1,2-Dichloroethene
NO uglL
1.0
1
113/11/11 04:47
156-59-2
trans- 1. 2 -Dich loroet hene
ND uglL
1.0
1
10/11/11 04:47
156-t30-5
1,2-Dichloropropane
NO uglL
1Z
1
10/11/11 04:47
78-87-5
1,3-Dichloropropane
N❑ ug1L
1.0
1
10/11/11 04:47
142-28-9
2.2 -Dichl oro propane
ND uglL
i.0
1
10/11/11 04:47
594-20-7
1,1-Dichloropropene
N❑ uglL
1.0
1
10/11/11 04:47
563-58-6
cis-1,3-Dichloropropene
ND ug1L
i.D
1
10/11/11 04:47
10061-01-5
trans-1,3-Dichloropropene
ND uglL
1.0
1
10/11/11 04:47
10061-02-6
Diisopropyl ether
NO uglL
1.0
1
10/11/11 04:47
108-20-3
Ethyibenzene
NO uglL
I'D
1
10111/11 04:47
100-41-4
Hexachlora-1,3-butadiene
ND ug1L
1.D
1
1D111111 04:47
87-68-3
2-Hexanone
ND uglL
5.0
1
10/11/11 04:47
591-78-6
p-Isopropyltoluene
ND uglL
1.0
1
10/11/11 04:47
99-87-6
Methylene Chloride
NO ug1L
2.0
1
10/11/11 04:47
75-09-2
4- Meth yl-2-pentanone (MIBK)
ND uglL
5.0
1
10/11/11 04:47
108-10-1
Methyl-tert-butyl ether
ND uglL
1.0
1
i011111i 04:47
1634-04-4
Naphthalene
3.6 uglL
1.0
1
10JI1111 04:47
91-20.3
Styrene
ND uglL
1.0
1
10/11/11 04,47
100-42-5
1,1,1,2-Tetrachloroethane
ND ug1L
1.0
1
10111/11 D4:47
630-20-6
1.1.2,2-Tetrachloroethane
ND uglL
1.0
1
10/11/11 04:47
79-34-5
Tetrachloroelhane
ND uglL
1.0
1
10/11/11 04:47
127-18-4
Toluene
ND ug1L
1.0
1
10/11/11 04:47
108-88-3
1,2.3-Trichlorobenzene
NO uglL
1.0
1
10/11/11 04:47
87-61-6
1,2,4-Trichlorobenzene
NO uglL
1.0
1
10111/11 04:47
120-82-1
Dale: 10/14/2011 09:06AM REPORT OF LABORATORY ANALYSIS Page 12of67
This rapers shall not be reproduced, except in full,
wilhoul the written consent of Pac a Analyiical Services, Inc.,

1!;a1C6Ana1jdica1'
www.pa&ahs.com
Pace Analytical SerVIres, Inc.
205 East Meadow Road - Suile A
Eden, NC 2728a
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
980o KinceyAve . Suite 100
Huntersville, INC 28078
[phone]
Project CMI WWFP
Pace Project No.: 92103792
Sample: EBMW-17
Lab ID: 92103792003 Collected:
10/04/11 1630
Received: 10/05111 16:35 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared Analyzed
CAS No. Qual
8260 I,ASV Low Level
Analytical Method: EPA 8260
1,1,1-Trichloroethane
ND ug1L
1.0
1
10/11/11 04A7
71-55-6
1,1,2-Trichloroethane
ND ugIL
1.0
1
10/11/11 04:47
79.MS
Trichloroethene
ND ug/L
1.0
1
10/11/11 04:47
79-01-6
Trichlorofluoromethane
ND ug1L
1,0
1
10/11/11 04:47
75-69-4
1,243-Trichloropropane
ND ug/L
1.0
1
10/11/11 04:47
96-18-4
Vinyl acetate
ND ug1L
2.0
1
10/11/11 04:47
108-05-4
Vinyl chloride
ND ug1L
1.0
1
10111)11 04:47
75-01-4
m&p-Xylene
ND ug1L
2.0
1
10/11/11 04:47
179601-23-1
o-Xylene
ND ug1L
1.0
1
10/11/11 04:47
95-47-6
4-Bromofluorobenzene (S)
95 %
70-130
1
10/11/11 04:47
460-00-4
Dibromofluoromethane (S)
118 %
70-130
1
10/11/11 04:47
1868-53-7
1,2-Dichloroethane-d4 (S)
120 %
70-130
1
i0111111 04:47
17060-07-0
Toluene -dB (S)
101 %
70-130
1
10/11/11 04A7
2037-26-5
2320B Alkalinity
Analytical Method: SM 2320B
Alkalinity,Bicarbonate (CaCO3)
82.3 mg1L
5.0
1
10/11/11 10:30
Alkalinity, Total as CaCC3
143 mg/L
5.0
1
10/11/11 10:30
2540C Total Dissolved Solids
Analytical Method. SM 2540C
Total Dissolved Solids
213 mg/L
25.0
1
10/07/11 16:34
Iron, Ferrous
Analytical Method. SM 3500-Fe D#4
Iron, Ferrous
ND mg/L
0.50
1
10/10/11 17:10
H1,N2
4500S2D Sulfide Water
Analytical Method: SM 4500-S2D
Sulfide
0.10 mg1L
0.10
1
10/08/11 12:00
18496-25-8
300.0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
12.6 mg1L
5.0
1
10107111 17:10
14808-79-8
353.2 Nitrogen, N021NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
1.7 mg/L
0.20
1
10/05/11 22:37
Nitrogen, Nitrile
NO mg)L
0.10
1
10/05/11 22:37
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
ND mg1L
5.0
1
10/08/11 13:53
16887-00-6
5310B TOC
Anatytir I Method: SM 531013
Total Organic Carbon
20.4 mg/L
1.0
1
10/10111 15:52
7440-44-0
Date: 1011412DII 09:06AM REPORT OF LABORATORY ANALYSIS Page 13 of 67
This report sha[I not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAna lyfrcaI a
WWW pacel ft cam
Project: CMI WWTP
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
205 Oast Meadow Road - Suite A 2225 Riverside Dr -
Eden, NC27288 Ashevliie, NC 28804
[phone] [phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Sulte 100
Huntersvflle, NC 28078
Pace Project No.: 92103792
Sample: EBMW-18 Lab 10: 92103792004 Collected; 10/04/11 08:35 Received: 10/05/11 16:35 Matrix: Water
[phone]
Parameters
Results Units
Report Limit
OF Prepared
Analyzed
CAS No. Qual
RSK 175 AIR Headspace
Analytical Method: RSK 175
Ethane
800 ug1L
110
1
10/11/11 15:12
74-84-0
Ethene
222 uglL
10.0
1
10/11/11 15;12
74-85-1
Methane
25.9 uglL
10.0
1
10/11/11 15:12
74-82.8
2340E Hardness, Total (Calc.)
Analytical Method: SM 2340B
Total Hardness
604 mglL
6.5
10
10110N 1 17:26
6010 MET ICP
Analytical Method: EPA 6010 Preparation Method: EPA 3010
Calcium
200000 uglL
1000
10 10/06/11 10:15
10/10/11 17:26
7440-70-2
Manganese
134 ug1L
5.0
1 10/06/11 1015
10/08/11 0214
7439-96-5
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND ug1L
12500
500
10112111 15:29
67.64-1
Benzene
ND ug1L
500
500
10/12/11 15:29
71-43.2
Bromobenzene
ND uglL
500
500
10/12111 15:29
108-86-1
Bromochloromethane
ND ug1L
500
500
10112/11 15:29
74-97-5
Bromadichioromethane
ND ug1L
500
500
10/12/11 15:29
75-27-4
Bromoform
ND ug1L
500
500
10112/11 15:29
75-25-2
Bromomethane
ND uglL
1000
500
10112/11 15:29
74-83-9
2-Butanone (MEK)
ND uglL
2500
500
10112/11 15:29
78-93-3
Carbon tetrachloride
NO ug1L
500
500
10112/11 15:29
56.23-5
Chlorobenzene
NO ug1L
500
500
10/12/11 15:29
108-90-7
Chloroethane
1200 uglL
500
500
10112/11 15:29
75-00-3
Chloroform
NO ug1L
500
500
1011211 15.29
87-66-3
Chloromethane
NO uglL
500
500
10/12/11 15.29
74-87-3
2-Chlorotoiuene
NO ug1L
500
500
10/12111 15:29
95-49.8
4-Chlorotoluene
NO uglL
500
500
10/12/11 15:29
106-43-4
1,2-Dibromo-3-chloropropane
NO uglL
2500
500
10/12/11 15:29
96-12-8
Dibromochloromethane
ND uglL
500
500
10/12/11 15:29
124-48.1
1,2-Dibromoethane (EDB)
NO ug1L
500
500
10/12/11 15:29
1DS-93-4
Dibromomethane
ND ug1L
500
500
10/12/11 15:29
74-95-3
1,2-Dichlorobenzene
NO uglL
500
500
10/12/11 15:29
95-50-1
15-131chlorobenzene
IN ug1L
500
500
10/12/11 15:29
541-73-1
1,4-Dichlorobenzene
ND uglL
500
500
10/12/11 15:29
106-46-7
Dichlorodifluoromethane
NO ug1L
500
500
10/12/11 15:29
75-71-8
1,1-Dichloroethane
54100 ug1L
500
500
10/12/11 15:29
75-34-3
12-Dichloroethane
ND ug1L
500
500
10/12/11 15:29
107-06-2
11-Dichloroethene
3500 uglL
500
500
10/12/11 15:29
75-35-4
cis-1,2-Dichloroetnene
NO uglL
500
500
10/12/11 15:29
156-59-2
trans-1,2-Dichloroethene
ND ug1L
500
500
10/12/11 15:29
15MO-5
1,2-Dichloropropane
NO uglL
500
500
10/12/11 15.29
78-87-5
1,3-Dichloropropane
ND uglL
500
500
10/12/11 15:29
142-28-9
2,2•Dichloropropane
NO ug1L
500
500
10/12/11 15:29
594-20-7
1,1-Dichloropropene
NO uglL
500
500
10/12/11 15:29
563-58-6
cis-1,3-Dichloropropene
ND ug1L
500
500
10/12/11 15:29
10061.01-5
bans-1,3-Dchloropropen e
ND ug1L
500
500
10/12/11 15:29
10061-02-6
Date: 10/14/2011 09:06 AM REPORT OF LABORATORY ANALYSIS Page 14 of 67
This report shall not be reproduced, except in full,
without the written consentaf Pa ce Analytical Services. Inc..

1!;a'cleAnalyfical
Www.pacerahs.rOm
Pace Analytical Services, Inc.
205 East Meadow Road - Suite
Eden, NC 27288
t33(1}623.8921
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9600 Kincey Ave. Suite 100
Huntersville. NC 28078
;704)875-9492
Project CMI WWTP
Pace Project No.: 92103792
Sample: EBMW-18 Lab ID: 92103792004 Collected: i0104111 08.35 Received: 10/05/11 16:35 Matrix' Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No 4ual
8260 MSV Low Level
Analytical Method: EPA 8260
Diisopmpyl ether
NO uglL
500
500
10/12111 15:29
1 D8-20-3
Ethylbenzene
NO uglL
Soo
50o
10/12/11 15:29
100-41-4
Hexachloro-1,3-butadiene
NO uglL
500
500
10/12/11 15:29
87-68-3
2-Hexanone
NO uglL
2500
500
10/12/11 15:29
591-78-6
p-lsopropyltoluene
ND uglL
500
500
101121il 15:29
99-87-6
Methylene Chloride
ND ug1L
1000
50D
101121il 15,29
75-09-2
4-Methyl -2- penta none (MIBK)
NO uglL
2500
500
10/12/11 15,29
108-10-1
Methyl-tert-butyl ether
NO uglL
500
500
10/12/11 15:29
1634-04-4
Naphthalene
ND ug1L
500
5D0
10/12/11 15:29
91-20-3
Styrene
ND uglL
500
500
10112J11 15-29
100-42-5
1,1,1,2-Tetrachloroethane
NO ug1L
500
500
10112J11 15:29
630-20-6
1,1,2,2-Tetrachloroethane
ND uglL
500
500
10/12111 15:29
79-34-5
Tetrachloroethene
ND uglL
500
500
10/12/11 15:29
127-18-4
Toluene
NO ug1L
500
500
10/12/11 15:29
108-88-3
1,2,3-Trichlorobenzene
ND uglL
500
500
10112111 15,29
87-61-6
1,2,4-Tmhlorobenzene
ND ug1L
500
500
10112/11 15:29
12D-82-1
1,1,1-Trichloroethane
42400 ug1L
500
500
10/12/11 15:29
71-55-6
1,1,2-Trichloroethane
ND uglL
5D0
500
10/12/11 15,29
79-00-5
Trichloroethene
N❑ uglL
Soo
500
10/12111 15.29
79-01-6
Trichlorofluoromethane
N❑ ug1L
500
500
10/12/11 15.29
75-69-4
1,2,3-Trichloropropane
ND uglL
500
500
10/12/11 15:29
96-18-4
Vinyl acetate
NO uglL
1000
500
10/12/11 15:29
108-05-4
Vinyl chloride
NO uglL
500
500
10/12/11 15:29
75-01-4
m&p-Xyiene
NO ug1L.
1000
500
10112J11 15:29
179601-23-1
❑-Xylene
NO uglL
500
500
10/12/11 15-29
95-47-0
4-Bromofluorobenaene (S)
92 %
70-130
500
10/12/11 15:29
460-00-4
Dibromofluoromethane (S)
126 %
70-130
500
10/12/11 15:29
1868-53-7
1,2-Dichloroethane-d4 (S)
126 °%
70-130
500
10112/11 15:29
17060-07-0
Toluene-d8 (S)
102 %
70-130
500
10/12/11 1529
2037-26-5
2320E Alkalinity
Analytical Method: SM 2320B
Alkalinity, Bicarbonate (CaCO3)
217 mglL
5.0
1
10/11111 10:30
Alkalinity, Total as CaCO3
217 mg1L
5.0
1
10/11/11 10:30
2540C Total Dissolved Solids Analytical Method: SM 2540C
Total Dissolved Solids 1030 mg1L 25.0 1 1010701 16,34
Iron, Ferrous Analytical Method. SM 3500-Fe D#4
Iron, Ferrous NO mg1L 0.50 1 10/10/11 16.58
4500S2D Sulfide Water Analytical Method: SM 4500-S2❑
Sulfide NO mglL 0.10 1 10/08/11 12A0 18496--25-8
300.0 IC Anions 28 Days Analytical Method. EPA 300.0
Sulfate ND mg1L 5.0 1 10/07/11 17:23 14808-79-8
HS,N2
Date: 10/14/2011 09:06AM REPORT OF LABORATORY ANALYSIS Page 15 of 67
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.

aceAnalytrcal
WWw.pacefabs.rarrr
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27280
[phone]
Pare Analytical Services, Inc.
7225 Riverside Or
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical 5ervices, Inc,
9800 KIncey Ave. Suile l00
Huntersville, NC 28078
[phone]
Project: CMi WWTP
Pace Project No.: 92103792
Sample: EBMW-18 Lab IQ: 92103792004 Collected 10/04/11 08:35 Received: 10/05111 16:35 Matrix: Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No, Oual
353.2 Nitrogen, N021NO3 unpres Analytical Method: EPA 353.2
Nitrogen, Nitrate
NO mglL
0.20 1
10/05/11 22:21
Nitrogen, Nitrite
ND mglL
0.10 1
10/05/11 22:21
4500 Chloride
Analyticai Method: SM 4500-CI-E
Chloride
348 mg1L
50.0 10
10/08/11 14:38 16887-00-6
5310E TOC
Analytical Method: SM 531013
Total Organic Carbon
43.6 mg/L
2.0 2
10111/11 10:21 744D-44-0
Sample: EBMW-21 Lab ID: 92103792005 Caliected: i01D4111 12:30 Received: 10/05/11 16,35 Matrix: Water
Parameters
RSK 175 AIR Headspace
Ethane
Ethene
Methane
2340E Hardness, Total (Galt.)
Total Hardness
6010 MET ICP
Calcium
Manganese
8260 MSV Low Level
Acetone
Benzene
Bromobenzene
Bromochloromethane
Bromodichloromethan e
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
2-Chiorololuene
4-Chlorotoluene
1,2-Dlbromo-3-chloropropane
Di brom oc hl o ro methan e
1,2-Dibromoethane (EDB)
Dibromomethane
Results Units
Report Limit
OF Prepared
Analyzed
CAS No. Qua[
Analytical Method: RSK 175
NO uglL
10.0
1
10/10/11 10:36
74-84-0
NO uglL
10.0
1
10110/11 10:36
74-85-1
21.0 uglL
10.0
1
10/10/11 10:36
74-82-8
Analytical Method: SM 2340B
112 mg/L
0.65
1
10/08/11 02:17
Analytical Method: EPA 6010 Preparatlan Method: EPA 3010
36800 uglL
100
1 10/06/11 10:15
10/08/11 02:17
7440-70-2
31.8 uglL
5.0
1 10/06/11 10:15
1010&11 02:17
7439-96-5
Analytical Method: EPA 8260
NO uglL
50.0
2
10/12111 13:21
67-64-1
NO ug1L
2.0
2
10/12/11 13:21
71-43-2
NO uglL
2,0
2
10/12/11 1121
108-86-1
N❑ ug1L
2.0
2
10/12/11 13:21
74-97-5
NO uglL
2.0
2
10/12/11 13:21
76-27-4
NO ug/L
2.0
2
10/12/11 13.21
75-25-2
NO uglL
4,0
2
10/12/11 13:21
74.83-9
NO uglL
10.0
2
10112/11 13:21
78-93-3
NO ug)L
2.0
2
10/12/11 13:21
56-23-5
NO uglL
2.0
2
10/12/11 13:21
108-90-7
NO uglL
2.0
2
10/12/11 13:21
75-00.3
ND ug)L
2.0
2
1011 M 113.21
67-66-3
ND uglL
2.0
2
10112i11 13:21
74-87-3
No ug)L
2.0
2
10/12/11 13-21
95.49.8
NO ug)L
2.0
2
10/12/11 13:21
106-43-4
NO ug1L
10.0
2
10/12/11 13�21
96-12-8
NO ug)L
2.0
2
101121il 13:21
124-48-1
NO uglL
2.0
2
10/12/11 13-21
106-93A
NO uglL
2.0
2
10112/11 1121
74-95-3
Date: 10/14/2011 09:06 AM REPORT OF LABORATORY ANALYSIS Page 16 of 67
This report shall not be reproduced, except In full,
without the written Consent of Pa ce Ana lytical Services, Inc..

e
aceAnalytical
w+sw.pace�3ds.:om
Project: CMI VVWTP
Pace Analyticar Services, Inc, Pace Analytical Services, Inc.
205 East trleadow Road - Suite A 2225 Riverside Dr.
Eden, NC 27288 Asheville, NC 28804
[phone] [phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave Suite 100
Huntersviile, NC 28079
Pace Project No,i 92103792
Sample: EBMW-21 Lab ID: 92103792005 Collected: 101041il 12:30 Received: 10/05/11 16:35 Matrix. Water
[phone]
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Grua!
8260 MSV Low Level AnalylicaI Method- EPA 8260
1,2-Dichtarobenzene
ND uglL
2.0
2
10/12/11 1311
95-50-1
1,3-Dichlorobenzene
ND uglL
2.0
2
10/12/11 13:21
541-73-1
1,4-Dichiarobenzene
ND ug)L
2.0
2
10/12/11 13.21
1D6-46-7
Dichlorodifluoromethane
ND ug1L
2Z
2
10/1 2/1 1 13:21
75-71-8
1,1-Dichloroethane
234 uglL
2.0
2
10/12/11 13:21
75-34-3
1,2-Dichloroethane
ND uglL
2.0
2
10/12/11 13:21
107-06-2
1,1-Dichloroethene
45.5 uglL
2.0
2
10/12/11 13:21
75-35-4
cis•1,2-Dichloroethene
NO uglL
2.0
2
1OM2111 13:21
156-59-2
trans-1,2-Dichloroethene
ND uglL
2,0
2
10/12/11 113:21
156-60-5
1,2-Dichloropropane
NO uglL
2.0
2
10/12/11 13:21
78-87-5
1,3-Dichloropropane
NO uglL
2.0
2
1(/12/11 13:21
142-28-9
2,2-Dichloropropane
ND uglL
2.0
2
10JI2111 13:21
594-20-7
1,1-Dichloropropane
ND ug1L
2.0
2
1002111 13:21
563-58-6
cis-1,3-Dichloropropane
NO uglL
2.0
2
10/12/11 13:21
10061-01.5
trans-1,3-Dichlaropropene
ND ug1L
2.0
2
10/12/11 13:21
10061-02.6
Dilsopropyl ether
NO uglL
2.0
2
10/12/11 13:21
108-20-3
Ethylbenzene
NO ug1L
2.0
2
10/12111 13.21
100-41-4
Hexachloro-1,3-butadiene
ND ug1L
2,0
2
10112JI1 13:21
87-08-3
2-Hexanone
NO uglL
10.0
2
10/12/11 13:21
591-78.6
p4sopropylloluene
NO uglL
2.0
2
10/12111 13:21
99-87-6
Methylene Chloride
N❑ uglL
4.0
2
10/12/11 13:21
75-09-2
4 -M ethyl-2-penta none (MIRK)
NO ug1L
10.0
2
10112111 1121
108-10.1
Methyl-tert-butyl ether
NO uglL
2.0
2
10112J71 13721
1634-04-4
Naphthalene
NO uglL
2.0
2
10112/11 13:21
91-20-3
Styrene
NO ug1L
2.0
2
10/12/11 13:21
100-42-5
1,1.1,2-Telrachloroethane
N❑ ug1L
2.0
2
10112M1 13:21
630-20d6
1,1,2,2-Tetrachloroethane
NO ug1L
2.0
2
10/12/11 13:21
79-34-5
Tetrachlorcethene
ND ug1L
2.0
2
i0112111 1121
127-18-4
Toluene
NO ug1L
2.0
2
10/12/11 13:21
108-88-3
1,2,3-Trichlorobenzene
NO ug1L
2.0
2
1002111 13:21
87-61-6
1,44-Trichlorobenzene
NO ug1L
2.0
2
10/12/11 13:21
120-82-1
1,1,1-Trichloroethane
341 ug1L
2.0
2
10/12/11 13.21
71-55-6
11,2-Trichloroethane
ND ug1L
2.0
2
10/12111 13:21
79-00-5
Trichloroethene
ND ug1L
2.0
2
10/12/11 13:21
79-0t-6
Trichlorofluoromethane
NO ug1L
2.0
2
10/12/11 1321
75-69-4
1,2,3-T6chloropropane
NO ug1L
2.0
2
10/12/11 13:21
96-18-4
Vinyl acetate
NO ug)L
4.0
2
10/12/11 13:21
108-05-4
Vinyl chloride
ND uglL
2,0
2
10112/11 13:21
75-01-4
m8p-Xylene
NO uglL
4.0
2
10112/11 13:21
179601-23-1
o-xylene
3A uglL
2.0
2
10112M1 13:21
95-47-6
4-Bromonuorobenzene (S)
88 %
70-130
2
10/12/11 13:21
460-00-4
Dibromofluoromethene (S)
124 %
70.130
2
10/12/11 13:21
1868-53-7
1,2-Dichloroethane-d4 (S)
124 %
70-130
2
10/12/11 13:21
17060-07-0
Toluene-d8 (S)
101 %
70-130
2
10/12/11 13:21
2037-26-5
2320B Alkalinity
Analytical Method: SM 23208
Alkali nily,Bicarbonate (CaCO3)
77.1 mg1L
5.0
1
10/11/11 10:30
Date: 10/14/2011 09:06AM REPORT OF LABORATORY ANALYSIS Page 17 of 67
This report shall not be reproduced, except in full,
without the written consent of pace Analytical Services, Inc..

aceAnalytical
xnnv.pace7ebs.cam
Project: CMI WWTP
Pace Project No.: 92103792
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside ❑r.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 i{incey Ave. Suite 100
Hunlersville, NC 28078
[phone]
Sample: EBMW-21
Lab ID: 92103792005 Collected:
10/04/11 12:30
Received: 10/05/11 16:35 Matrix: Water
Parameters
Results Units Report Limit
OF
Prepared Analyzed
CAS No. Qua!
2320E Alkalinity
Analytical Method: SM 2320B
Alkalinity, Total as CaCO3
77.1 mg1L
510
1
10/11/11 10:30
2540C Total Dissolved Solids
Analytical Method SM 2540C
Total Dissolved Solids
208 mglL
25.0
1
10/07111 16:35
Iron, Ferrous
Analytical Method: SM 3500-Fe D#4
Iron, Ferrous
NO mg1L
0-50
1
10/10/11 17:05
H1,N2
4500S2D Sulfide Water
Analytical Method: SM 4500-S2D
Sulfide
NO mglL
0A a
1
10108/11 12:00
18496-25-8
300.0 IC Anions 28 Days
Analyt]caI Method: EPA 300,0
Sulfate
5.8 mglL
5.0
1
10/07/11 17:37
14808-79-8
353.2 Nitrogen, N021NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
NO mg1L
0.20
1
10/05/11 22:28
Nitrogen, Nitrite
NO mglL
0.10
1
10/05/11 22:28
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
NO mg1L
5.0
1
10/08/11 13:54
16887-00-6
5310B TOC
Analytical Method: SM 5310B
Total Organic Carbon
16.0 mglL
1.0
1
10/10/11 16:12
7440-44-0
Sample: EBMW-30
Lab ID: 92103792006 Collected: 10105/11 12:50 Received. 10105/11 16:35 Matrix: Water
Parameters
Results Units
Report Limit
OF Prepared
Analyzed
CAS No. Qual
RSK 175 AIR Headspace
Analytical Method: RSK 175
Ethane
NO ug1
10.0
1
10/11/11 15:22
74-84-0
Ethene
NO ug1L
10.0
1
10/11/11 15:22
74-85-1
Methane
16.4 ug1L
10.0
1
10/11/11 15:22
74-82-8
2340B Hardness, Total [Calc.)
Analytical Method: SM 2340B
Total Hardness
182 mglL
0.65
1
10112/11 00:40
6010 MET ICP
Analytical Method: EPA 6010 Preparation Method:
EPA 3010
Calcium
41500 uglL
i00
1 10/07/11 10.50
10)12111 00:40
7440-70-2
Manganese
7000 uglL
5.0
1 10/07/11 1 M50
10)12111 00:40
7439-96-5
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND uglL
5000
200
10/12/11 13:47
67-64-1
Benzene
NO uglL
200
200
10/12/11 13:47
71-43-2
Bromobenzene
ND ug1L
200
200
10/12/11 13:47
108-86-1
Date: 10/14/2011 09:06AM
REPORT ❑F LASORATORY ANALYSIS
Page 18 of 67
This report shall not be reproduced, except in full,
wilhout the written consent of P ace A nalytiml Services. Inc

ace Anal j4jcal a
,� _ w,�w.paceraAs.w+r+
i
Pace Analytical Services, Inc.
205 East Meadow Raad - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc,
2225 Riverside [fir.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Anatyllcal Services, Inc
9800 Kinney Ave, Sulte 100
Huntersville, NC 28078
[phone]
Project. CMl WWTP
Pace Project No.: 92103792
Sample: EBMW-30 Lab 10: 92103792006 Collected: 10/05/11 12.50 Received: 10/05/11 16:35 Matrix: Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No, Qual
8260 MSV Low Level Analytical Method. EPA 8260
Bromochloromethane
NO ug1L
200
200
10/12111 13:47
74-97-5
Bromodichioromethane
NO ug1L
200
200
10/12111 13:47
75-27-4
Bromoform
NO ug1L
200
200
10/12/11 13:47
75-25-2
Bromomethane
ND ug1L
400
200
10/12/11 13:47
74-83-9
2-Sulanone (MEK)
NO ug1L
1000
200
10/12/11 13:47
78-93-3
Carbon tetrachloride
NO ug1L
200
200
101121il 13A7
56-23-5
Chlorobenzene
ND ug1L
200
200
10/12/11 13:47
108-90-7
Chloroethane
643 ug1L
200
200
10/12/11 13:47
75-00-3
Chloroform
NO ug1L
200
200
10/12111 13:47
67-66-3
Chloromethane
N❑ ug1L
200
200
10/12/11 13:47
74-87-3
2-Chlorotoluene
NO ug1L
200
200
10/12/11 13;47
95-49-8
4-Chlorotoluene
NO ug1L
200
200
10117J11 13:47
106-43-4
12-Dibromo-3-chloropropane
NO ug1L
1000
200
10/12/11 13:47
96-12-8
Dibromochloromethane
ND ug1L
200
200
10/12/11 13:47
124-48-1
1,2-Dibromoethane (EDS)
NO ug1L
200
200
1Of12111 13:47
106-93-4
Dibromomethane
NO ug1L
200
200
10/12/11 13A7
74-95.3
1,2-Dichioroberizene
ND ug1L
200
200
10/12/11 13:47
95-50-1
1,3-Dichiorobenzene
N❑ ug1L
200
200
10112/11 13:47
541-73.1
1,4-Dichlorobenzene
NO ug1L
200
200
10/12111 13:47
106-46-7
Dichlorodinuoromethane
NO uglL
200
200
10/12/11 13:47
75-71-8
1,1-Dichloroethane
32800 ug1L
200
200
10/12/11 13:47
75-34-3
1,2-Dichloroethane
ND uglL
200
200
1GM2111 13:47
1D7-06-2
1,1-Dichloroethene
6330 uglL
200
200
10/12/11 13:47
75-35-4
cis- 1,2-Dichloroethene
ND ug)L
200
200
10/12/11 13:47
156-59-2
trans- 1,2-Dichloroethene
N❑ uglL
200
200
10/12/11 13:47
156-60-5
1,2-Dichloropropane
ND ug)L
200
200
10/12/11 13:47
78-87-5
1,3-Dichloropropane
ND uglL
200
200
10/12/11 13A7
142-28-9
2,2-❑ichioropropane
ND ug)L
200
200
10/12/11 13:47
594-20.7
1,1-Dichloropropene
ND uglL
200
200
10/12111 13A7
563-58-6
cis-13-Dichloropropene
ND uglL
200
200
10112111 13:47
10061-01-5
trans- 1,3-Dichloropropene
ND uglL
200
20
10/12111 13,47
10061-02-6
Dlisopropyl ether
NO ug)L
200
200
10112111 1147
108-2D-3
E<thylbenzene
ND uglL
200
200
101i2111 13:47
100-41-4
Hexachloro-i,3-buladiene
ND uglL
200
200
10/12/11 13,47
87-68-3
2-Hexanone
ND uglL
1000
200
10/12/11 13:47
591-78-6
p-Isopropyltoiuene
ND uglL
200
200
10/12/11 13747
99-87-6
Methylene Chloride
NO ug1L
400
200
10/12/11 13:47
75-09-2
4-Methyl-2-pentanone (MIBK)
NO uglL
1000
200
10/12/11 13:47
108-10-1
Methyl-tert-butyl ether
NO uglL
200
200
10112/11 13.47
1634-04-4
Naphthalene
ND uglL
200
200
10/12/11 13:47
91-20.3
Styrene
ND ug1L
200
200
10/12111 13:47
100-42.5
1,1,1,2-Tetrachloroethane
N❑ ug1L
200
200
1N12111 13:47
630-20-6
1.1,2,2-TetrachIaroethane
N❑ ug1L
200
200
10/12/11 13:47
79-34-5
Tetrachloroethene
ND ug1L
200
200
10/12/11 13:47
127-18-4
Toluene
N❑ ug1L
200
200
10112Ji1 13:47
108-88-3
12,3-Trichiorobenzene
N❑ ug1L
200
200
10)12111 13:47
87-61-6
1,2,4-TriChlorobenzene
NO ug1L
200
200
10/12/11 13A7
120-82-1
Date: 10/1412011 09.06 AM REPORT ❑F LABORATORY ANALYSIS Page 19 of 67
This report shall not be reproduced, except In full,
wilhoul the written Consent of Pace Analytical Services. Inc..

7aceAnalXical
werwoacelabs.4=
PaceAnalylical Services, Inc,
205 East Meadow Road-SuiteA
Eden, NC 27298
(3361623-8921
Pace Analytical Services, Inc.
2225 Rlverside Or.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kinsey Ave. Suite 100
Huwersville. NC 28078
(704)875-9D92
Project: CMi WWTP
Pace Project No.: 92103792
Sample: EBMW-30 Lab ID: 92103792006 Collected. 10/05/11 12:50 Recelved: 10/05/11 16:35 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. {dual
8260 MSV Low Level
1,1, i-Trichioroethane
1,1,2-Trichloroethane
Trichloroethene
Trich loran uoromethan e
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
m8,p-Xylene
o-Xyiene
4-Bromofluorobenzene {S)
Dibromoflucromethane tSj
12-Dioh1oroethane-0 (S)
To4uene-d8 (S)
2320E Alkalinity
Alkaiinity,Bicarbonate (CaCO3)
Alkalinity, Total as CaCO3
2540C Total Dissolved Solids
Total Dissolved Solids
Iron, Ferrous
Iron, Ferrous
4500S2D Sulfide Water
Sulfide
300.0 IC Anions 28 Days
Sulfate
353.2 Nitrogen, N07IN03 unpres
Nitrogen, Nitrate
Nitrogen, Nitrite
4500 Chloride
Chloride
5310E Tt7C
Total Organic Carbon
Analytical Method: EPA 8280
32700 ug/L
200
200
10112A 1 13A7
71-55-6
ND ug1L
200
200
10/12/11 13:47
79-00-5
ND ug1L
200
200
10112/11 13:47
79-01-6
ND u9JL
200
2D0
10/12/11 13:47
75-69-4
ND ug1L
200
200
10/12/11 13:47
96-18-4
ND ug/L
400
200
10/12/11 13:47
108-05-4
ND ugIL
200
200
10/12/11 13:47
75-01-4
N4 ug/L
400
200
10/12/11 13:47
179601-23-1
ND ug/L
200
200
10/12/11 13:47
95-47.6
91 %
70.130
200
1(/12/11 13:47
460-00-4
128 %
M130
200
10/12/11 13:47
1868-53-7
128 %
70-130
200
10/12/11 1147
17060-07-0
101 %
70.130
200
10112Ji113:47
2037-26-5
Analytical Method: SM 2320B
175 mg/L
5.0
1
10/11/11 10:30
175 mg/L
5.0
1
10111/11 10 30
Analytical Method: SM 2540C
392 mg1L
25.0
1
10107/11 16:35
Analytical Method- SM 3500-Fe D#4
18.7 mg1L
5.0
10
10/10/11 18:23
Analytical Method: SM 4500-S2D
0.55 mg/L
0.10
1
10/08/11 12:00
18496-25-8
Analytical Method: EPA 300.0
N❑ mg1L
5.0
1
10/07/11 17:51
14808.79-8
Analytical Method: EPA 353.2
ND mg/L
0.20
1
10/06/11 22:42
0.48 mg1L
0.10
1
101001 22:42
Analytical Method: SM 4500-CI-E
83.0 mg/L
25.0
5
10108/11 14AD
16887-00-6
Analytical Method: SM 5310B
26.5 mg/L
10
1
10/10/11 16.22
7440-44-0
H1,N2
Dale: 10)14/201109:06AM REPORT OF LAB ORATO RY ANA LYS I S Page 2Dof67
This report shall not be reproduced, except in Full,
without the written consent of Pace Analytical Services, Inc.

_ aceanalytrcal
"w_pace}a6s. mm
Pace An alyticaI Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
(336)623-$921
Pace AnaIyt+cal Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
(828]254.7176
ANALYTICAL RESULTS
Pace AnalylicaI Services, Inc.
9800 KlnceyAve- Suile 100
Hunlersville, NC 28078
[phone]
Project: CM WWTP
Pace Project No.: 92103792
Sample: EBMW-31 Lab ID: 92103792007 Collected. 10/04/11 13 15 Received: 10105/11 16'35 Matrix: Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
RSK 175 AIR Headspace Analytical Method: RSK 175
Ethane
ND ug)L
10.0
1
10/10111 10:47
74-84-0
Ethene
ND uglL
10.0
1
10110/11 10A7
74-85-1
Methane
14.7 uglL
10.0
1
10/10/11 10A7
74-82.8
2340E Hardness, Total (Cale.)
Analytical Methods 5M 23403
Total Hardness
322 mg1L
0,65
1
10112/11 00:49
6010 MET ICP
Analytical Method: EPA 6010 Prep
era lion Method: £PA 3010
Calcium
71000 ug1L
100
1 10/07/11 10.50
10/12/11 00:49
7440-70-2
Manganese
8340 uglL
5.0
1 10/07/11 10:50
10/12111 00:49
7439-96-5
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
ND ug1L
5000
200
10/12/11 06:50
67-64-1
Benzene
ND ug1L
200
200
10/12/11 06:50
71-43-2
Bromobenzene
NO uglL
200
200
10/12111 06:50
108-86-1
Bromochloromethane
ND uglL
200
200
10/12/11 06:50
74-97-5
Bromodichloromethane
ND uglL
200
200
10/12/11 06:50
75-27-4
Bromoform
ND uglL
200
200
10/12/11 06:50
75-25-2
Bromomethane
ND ug1L
400
200
10112/11 06:50
74-83-9
2-Butanone (MEK)
ND uglL
1000
200
10/12/11 06:50
78-93-3
Carbon tetrachloride
ND ug1L
200
200
10/12/11 06:50
56-23-5
Chlorobenzene
ND uglL
200
200
10112/11 D6:50
108-90-7
Chloroethane
488 uglL
200
200
10/12/11 06,50
75-00-3
Chloroform
ND uglL
200
200
10/12/11 06:50
67-66-3
Chloromethane
ND uglL
200
200
10/12/11 06:50
74.87-3
2-Chlorotoluene
ND uglL
200
200
10112)11 06-50
95-49-8
4-Chlorotoluene
ND uglL
200
200
1011211106:50
106-43-4
1,2-01bromo-3-chloropropane
ND uglL
1000
200
1011211106:50
96-12-8
Dibromochloromethane
N❑ ug1L
200
200
10/12/11 06:50
124-48-1
1,2-Dibromoethane (EDB)
ND uglL
200
200
1011211106:50
106-93-4
Dibromomethane
ND ug1L
200
200
10112/11 06.50
74-95-3
1,2-Dichlorobenzene
ND uglL
200
200
10/12/11 06:50
95-50-1
1,3-91Ctllorobenzene
NO uglL
200
200
1011211106:50
541-73-1
II A-Dichlorobenzene
ND uglL
200
200
1011211106:50
106-46-7
Dichlorodifluoromethane
ND uglL
200
200
1011211106:50
75-71-8
1,1-Dichloroethane
226DO uglL
200
200
1D112111 06:50
75-34-3
1,2-Dichloroelhane
ND uglL
200
200
10/12/11 06:50
107-06-2
1,1-Dichloroethene
19600 uglL
200
200
10112111 06:50
75-35-4
cis-1,2-Dichloroethene
N❑ ug1L
200
200
10/12/11 06:50
156-59-2
trans-1,2-Dichloroethene
NO ug)L
200
200
10112/11 06:50
156-60-5
1,2-Dichloropropane
ND uglL
200
200
10/12111 003 50
78.87-5
1,3-Dichloropropane
ND ug(L
200
200
10112111 06:50
142-28-9
2,2-Dichloropropane
ND uglL
200
200
10112111 W:50
594-20-7
1,1-Dichloropropene
Na ug)L
200
200
10412111 O6:50
563-58-6
cis-1,3-Dichloropropene
NO uglL
200
200
10112/14 06,50
10061-01.5
trans-1,3-Dichloropropene
ND uglL
200
200
10112111 DUO
10061-02.6
Date-. 10/1412011 09:06 AM REPORT OF LABORATORY ANALYSIS Page 21 of 67
This report shall not be reproduced, except in full,
without the written consent of Pace An aIyticai Services, Inc.

ace Analytical
www.pacelabs.mm
Project CMl WWTP
Pace Project No.: 92103792
Sample: EBMW-31
Parameters
8260 MSV Low Level
Diisopropyl ether
Ethylbenzene
Hexachlord-1,3-butadiene
2-Hexanone
p-Isopropylloluene
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Methyl -tent -butyl ether
Naphthalene
Styrene
1,1,1.2-Tetrachloroethane
1.1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,2,3-Tdchlorobenzene
1,2,4-Trichlorobenzene
1.1,1-Trichloroethane
1,1,2-Trichlorcelhane
Trichlorcethene
Trichlo roiluorome tha n e
1,2,3-Trichloroproparie
Vinyl acetate
Vinyl chloride
m&p-Xyiene
o-Xylene
4-Bromofluorobenzene (S)
Dibromofiuoromethane (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
2320E Alkalinity
Alkalinily,Bicarbonate (CaCO3)
Alkalinity, Total as CaCO3
2540C Total dissolved Solids
Total Dissolved Solids
Iron, Ferrous
Iron, Ferrous
4500S21) Sulfide Water
Sulfide
300.0 IC Anions 28 Days
Sulfate
Pace Analytical Services, Mc.
205 East Meadow Road - SuiteA
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, lie.
9800 Kincey Ave. Suite 100
Hvrntersville, NC 28078
t704j875.9092
Lab ID: 92103792007 Collected: 10/04/11 13:15 Received: 10/05/11 16:35 Malrix. Water
Results Units Report Limit DF Prepared Analyzed CAS No, Dual
Analytical Melhod: EPA 8260
NO ug/L
200
200
ND ug1L
200
200
ND ug/L
200
200
ND uglL
1000
200
NO ug/L
200
200
NO ug1L
400
200
ND uglL
1000
200
NO uglL
200
200
ND uglL
200
200
NO ug1
200
200
NO uglL
200
200
ND uglL
200
200
ND ug&
200
200
ND uglL
200
200
ND ug)L
200
200
N❑ uglL
200
200
221000 ugIL
2500
2500
ND uglL
200
200
N❑ ug)L
200
200
N❑ ug/L
200
200
ND ug/L
200
200
ND ug1L
400
200
ND ug1L
200
200
ND ug1L
400
200
ND ug1L
200
200
96 %
70.130
200
125 %
70.130
200
129 %
70.130
200
103 %v
70.130
200
Analytical Method- SM 2320B
41.7 mglL
5.0
1
41.7 mglL
5,0
1
Analytical Method: SM 2540C
624 mglL 25.0 1
Analytical Method: SM 3500-Fe D#4
58.4 mglL 5.0 10
Analytical Method: SM 4500-S2D
ND mg/L 0.10 1
Analytical Method- EPA 300.0
ND mg/L 5.0 1
10112/1106:50
108-20-3
10/ 12111 06: 50
100-41-4
10112/1106:50
87-68-3
10/12/11 06:50
591-78.6
10/1211106:50
99-87-6
10/1211106:50
75-09-2
10 / 12111 06:5 0
108-10.1
10/12/11 06:50
1634-04.4
10/12/11 06:50
91-20-3
10 / 12111 06:50
100-4 2 -5
1011211106-50
630-20.6
1011211106:50
79-34-5
10/12/11 06:50
127-18-4
10/12/11 06:50
108-88-3
10112/11 06:50
87-61-6
10/12/11 06:50
120-82-1
1011211115:55
71-55-6
1011211106:50
79-00-5
10112/1106:50
79-01-6
10112/1106:50
75-69.4
1011211106!50
96-18-4
10/12/11 06;50
108-05-4
1011211106:50
75-01-4
10/12/11 06!50
179601-23-1
10112/1106:50
95-47-6
10112/1106:50
460-00-4
10/12/11 06:50
1868-5 3-7
10112/1106:50
17060-07 -0
1011211106,50
2037.26-5
10/11/11 10:30
10/11111 10:30
14107111 16:35
10110111 181-16 H1,N2
10/0811112:00 18496-25-8 D3
1010 7111 18,31 14808-7 9-8
Dale: 10/14/2011 09:06AM REPORT OF LABORATORY ANALYSIS Page 22 of 67
This report shall not be reproduced, except in full,
wilheut the written con senI of Pace AnalyticaI Services, Inc..

e
aceAnalj4ical
�I vww.pace7abs.r�m
Pace Analytical Services, Inc.
205 East Meadow Read . Suite A
Eden, NC 27288
(336M3.8921
Pace Analytical Services. Inc,
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinwyAve. Suite 100
Huntersville, NC 28078
[phone]
Project: GMI WWTP
Pace Project No,: 02103792
Sample: EBMW-31
tab lD: 92103792007 Collected:
10/04/11 13:15
Received:
10/05/11 16:35 Matrix. Water
Parameters
Results Units Reporl Limit
DF
Prepared
Analyzed CAS No. Qual
353.2 Nitrogen, N021NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
NO mg1L
0.20
1
10)05/11 22:33
Nitrogen, Nitrite
0.14 mglL
0.10
1
10105/11 22:33
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
292 mg1L
50.0
10
10/08111 14:42 16887-00-6
53108 TOC
Analytical Method SM 5310B
Total Organic Carbon
45.5 mg1L
2.0
2
10111IM1 10:31 7440-44-0
Sample: EBMW-32
Lab ID: 92103792008 Collected:
10104/11 14.00
Received:
10/05/11 16:35 Matrix. Water
Parameters
Results Units Report
Limit
OF
Prepared
Analyzed GAS No. Qual
RSK 175 AIR Headspace Analytical Method. RSK 175
Ethane
ND ug1L
10.0
1
101101i1 10:57
74-84-0
Ethene
ND ugll-
10.0
1
10/10111 10:57
74-85-1
Methane
42.3 uglL
10,0
1
10110/11 10:57
74-82-8
2340B Hardness, Total (Catc.)
Analytical Method: SM 2340B
Total Hardness
281 mg1L
0.65
i
10112/11 00:58
6010 MET ICP
Analytical Method: EPA 6010 Preparation Method: EPA 3010
Calcium
79900 uglL
100
1 10/07/11 10:50
10112/11 00:58
7440-70-2
Manganese
3280 uglL
5.0
1 10/07/11 10:50
10/12/11 00:58
7439-96-5
8260 MSV Low Level
Analytical Mel hod: EPA8260
Acetone
ND uglL
500
20
10/12/11 07:16
67-64-1
Benzene
ND uglL
20.0
20
10112/11 07:18
71-43-2
Bromobenzene
NO uglL
20.0
20
10/12/11 07,16
108-86-1
Bromoch to rom ethane
ND ug1L
20.0
20
101121110716
74-97-5
Bromodichloromethane
NO ug1L
20.0
20
10112/11 07:16
75-27-4
Bromoform
ND uglL
20.0
20
10/12/11 07;16
75-25-2
Bromomethane
NO ug1L
40.0
20
10112/11 0716
74-83-9
2-Butanone (MEK)
ND ug1L
100
20
10112/11 07:16
78-93-3
Carbon tetrachloride
ND uglL
20.0
20
10/12111 07:16
56-23-5
Chlorobenzene
ND ug1L
20.0
20
10/12/11 07:16
108-90-7
Chlvroethane
1390 ug1L
250
250
10112/1118:54
75-0D•3
Chloroform
ND ug1L
20.0
20
10/12111 07;16
67-66-3
Chioromethane
ND ug1L
20,0
20
1092/11 07:16
74-87-3
2-Chlorotoiuene
NO uglL
20.0
20
10/12/11 07:16
95-49-8
4-Chiorotoluene
NO uglL
20.0
20
10/12111 07-16
106-43-4
1,2-Dibromo-3-chloropropane
NO uglL
100
20
10/12/11 07:16
96-12.8
Dibromochloromethane
NO ug1L
20.0
20
10112/11 07:16
124-48-1
1,2-Dibromoethane (EDB)
NO ug1L
20.0
20
10112/11 07'16
106-93-4
Dibromomethane
NO ug1L
20.0
20
10/12111 07:16
74-95-3
Dale: 10114/2011 09:06 AM
REPORT OF LABORATORY ANALYSIS
Page 23 of 67
This report shall not be
reproduced, except in full,
with out the written consent of
Pace Analytical Services, Inc..

1aceAnalj4ical
wvrwpacera6xwm
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 21288
(3n)623-8921
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc,
9800 Kincey Aye. Suite 100
Huntersville, NC 28076
[phone]
Project: CMI WWTP
Pace Project No.: 92103792
Sample: EBMW-32
Lab ID: 92103792008 Ccllected: 10/04/11 14:00 Receivers:
10/05111 16:35 Matrix: Water
Parameters
Results Units
Report Limit
OF Prepared
Analyzed
CAS No. Qual
8260 M5V Low Level
Analytical Method: EPA 8260
1,2-Dichlorobenzene
ND ug1L
20.0
20
i0112111 07:16
95-50-1
1,3-Dichlorobenzene
ND ug1L
20.0
20
10/12/11 07:16
541-73-1
1,4-13ichlorobenzene
ND ug1L
20.0
20
10112/11 07:16
106.46-7
Dichlorodiflucromethene
ND uglL
20.0
20
10112111 07:16
75-71-8
1,1-Dichloroethane
30300 ug1L
250
250
10/12/11 18:54
75-34-3
12-Dichlaroethane
56A ug1L
20.0
20
10112/11 07:16
107-06-2
1,1-Dichloroethene
3980 ug1L
20.0
20
10/12/11 07:16
75-35-4
cis-1,2-Dichloroethene
NO ug1L
20.0
20
10/12/11 07:16
156-59-2
trans-1,2-Dichloroethene
NO uglL
20.0
20
1011211107:16
156-60-5
1,2-Dichloropropane
NO ug1L
20.0
20
10/12/11 07:16
78-87-5
1,3-Dichloropropane
NO uglL
20.0
20
1011211107:16
142-28.9
2,2-Dichloropropane
ND uglL
20.0
20
10/12/11 07:16
594-20-7
1,1-Dichlaropropene
NO uglL
20.0
20
10/12/11 07:16
563-58-6
cis-1,3-Dichlaropropene
NO ug1L
20.0
20
10/12/11 07;10
10061-01-5
trans- 1, 3- 0 ich loropro pene
ND uglL
20.0
20
10/12/11 07:16
10061-02-6
Diisopropyl ether
NO uglL
20.0
20
10/12/11 07:16
108-20-3
Ethylbenzene
NO ugJL
20.0
20
10/12/11 07:16
100-41-4
Hexachloro-1,3-hutadiene
NO uglL
20.0
20
1002111 07:16
87-58-3
2-Hexanone
NO uglL
100
20
10/12/11 07:16
591-78-6
p-lsopropyiloluene
NO uglL
20.0
20
10/12/11 07:16
99-87-6
Methylene Chloride
ND uglL
40.0
20
10/12/11 07:16
75-09-2
4-Meth yl-2- pen tanon e (MIRK)
154 uglL
100
20
10/12/11 07:16
108-10-1
Methyl -tent -butyl ether
ND ug1L
20.0
20
10M2111 07:16
1634-04-4
Naphthalene
NO uglL
20.0
20
1DJ12MI 07:16
91-20-3
Styrene
NO ug1L
20.0
20
10/12/11 07:16
100-42-5
1. 1, 1,2-Tetrach loroethane
ND uglL
20.0
20
10M2/11 0716
630-20-6
1,1,2,2-Tetrachloroethane
NO uglL
20,0
20
10/12/11 07:16
79-34-5
Tetrachloroethene
IN ug1L
20.0
20
10112/11 07:16
127-18.4
Toluene
ND ug1L
20.0
20
10/12/11 07:16
108-88.3
1,2,3-Trichlorobenzene
N❑ uglL
20.0
20
10112111 07:16
87-61-6
1,2,4-Trichlorohenzene
N❑ ug1L
20.0
20
10/12/11 07:16
120-82-1
1,1,1-Trichloroe thane
28300 ug1L
250
250
10/12111 18:54
71-55-6
1,1.2-Trichloroethane
53.4 uglL
20.0
20
10/12/11 07 16
79-00-5
Trichloroethene
29.0 uglL.
20.0
20
10/12111 DT 16
79-01-6
Trichlorofluoromethane
ND ug1L
20.0
20
10/12/11 07:16
75-69-4
1,2,3-Trichloropropane
ND uglL
20.0
20
10/12/11 07:16
96-18-4
Vinyl acetate
ND ug1L
40.0
20
10/12111 07:16
108-05.4
Vinyl chloride
21.5 uglL
20.0
20
10112111 07;16
75-01-4
m&p-Xylene
ND uglL
40.0
20
10112/11 07!16
179601-23-1
o-xylene
ND uglL
20.0
20
10/12/11 07:16
95-47-6
4-Bromofluorobenzene (S)
96 %
70-130
20
101121110716
460-DO-4
Dibromofluoramethane (S)
126 %
70-130
20
10112111 07:16
1868-53-7
12-Dichloroethane-d4 (S)
127 %
70-130
20
10/12/11 07:16
17060-07-0
Toluene-d8 (S)
103 %
70-130
20
10/12/11 07:16
2037-26-5
2320E Alkalinity
Analytical Method: SM 23208
Alkalinity,Bicarbonate (CaG03)
72.9 mg1L
5.0
1
10/11/11 10:30
Date: 10/14/2011 09TBAM
REPORT OF LABORATORY ANALYSIS
Page 24 of 67
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc

■
aceAnalytical
nKx.yare+ahs.rac:
Projecl CMI WWTP
Pace Project No.: 92103792
Pace Analytical Services, Inc.
205 East Meadow Road - SulteA
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Or.
Ashevilie. NC 28804
(B28)254-7176
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: EBMW-32
Lab ID: 92103792008 Collected:
10/04/11 14.00
Received. 10/05/11 16:35 Matrix: Water
Parameters
Results Units Report Limit
OF
Prepared Analyzed
CAS No. Qual
2320B Alkalinity
Analytical Method: SM 23203
Alkalinity. Total as CaCO3
72.9 mglL
5.0
1
10/11/11 10:30
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
708 mglL
25.0
1
10/07111 16:35
Iron, Ferrous
Analytical Method: SM 3500-Fe D#4
Iron, Ferrous
77.9 mg1L
0.50
1
10/10111 13:30
H1,N2
4500S2D Sulfide Water
Analytical Method: SM 4500-S2❑
Sulfide
NO mglL
0.10
1
10/08/11 12:00
18496-25-6
300,0 IC Anions 28 Days
Analytical Method: EPA 300.0
Sulfate
NO mg(L
5.0
1
10/07/11 18:45
14808-79-8
353.2 Nitrogen, N021NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
NO mg1L
0.20
1
10/05/11 22:35
Nitrogen, Nitrite
0.11 mg&
0.10
1
10/05/11 22:35
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
269 mg1L
50.0
10
10/08111 14 45
16887-00-6
53108 TOG
Analytical Method. SM 53108
Total Organic Carbon
54.1 mgIL
2.0
2
10111/11 10:41
7440-44-0
Sample: FPMW5
Lab ID: 92103792009 Collected: 10/05/11 09:00 Received. 10/05/11 16:35 Matrix: Water
Parameters
Results Units
Report Limit
DP Prepared
Analyzed
CAS No. Qual
RSK 175 AIR Headspace
Analytical Method: RSK 175
Ethane
NO ug1L
10.0
1
10/11111 14.29
74.84.0
Ethene
NO ug/L
10.0
1
10)11/11 14:29
74-85-1
Methane
ND ug1L
10.0
1
10/11111 14:29
74.82-8
2340B Hardness, Total jCatc.j
Analytical Method: SM 2340B
Total Hardness
184 mglL
0,65
1
10/12/11 02.32
60110 MET ICP
Analytical Method: EPA 6010 Preparation Method: EPA 3010
Calcium
65400 uglL
100
1 10/07/11 %50
10/12/11 02:32
7440-70-2
Manganese
1430 uglL
5.0
1 10/07/11 10 50
10/12/11 02:32
7439-96-5
8260 MSV Low Level
Analytical Method: EPA 8260
Acetone
NO uWL
25.0
1
10111111 08:50
67.64-1
Benzene
NO ug/L
1.0
1
10/11/11 06:50
71-43-2
Bromobenzene
NO ug)L
1.0
1
10/11/11 06:50
108-86-1
Date- 10/14/2011 09:06AM
REPORT OF LABORATORY ANALYSIS
Page 25 of 67
This report. shall not be reproduced, except in full,
w11110ut the written consent of Pace Analytical Services, Inc

aCMnalytical
Kwwpaceiabs.cam
Project: CMI WWTP
Pace Project No-: 92103792
Sample: FPMW-5
Parameters
8260 MSV Low Level
Brornachloromethane
B ramodich Ior❑m ethane
Brornoform
Bromomethane
2-Butanone (MEK)
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloramethane
2-Chlorotoluene
4-Chloratoluene
1, 2-D ibromo-3-eh ioropropane
D ibrom och lorom eth ane
1,2-Dibromaethane (EDS)
Dibromomethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
D ichlorod ifl uorom eth a ne
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
ci s-1, 2-Dichloroeth ene
trans-1,2-Dichloroethene
1,2-Dichloropropane
1,3-Dichloropropane
2,2-Dichloropropane
1,1-Dichlaropropene
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Diisopropyl ether
Ethylbenzene
Hexachloro-1,3-butadiene
2-Hexanone
p-Isopropyltoluene
Methylene Chloride
4-Methyl-2-pentanone (MI6K)
Methyl -tort -butyl ether
Naphthalene
Styrene
1.1.1, 2- Telrach loroeth a ne
1.1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,2, 3-Trcchlorobenzene
1,2,4-Trichlorobenzene
Pace Analytical Services, Inc.
205 East Meadow Read - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9809 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Lab ID: 92103792009 Collected: 10/05111 09:00 Received. 10/05111 16:35 Matrix: Water
Results Units Report Limit ❑F Prepared Analyzed CAS No. Qual
Analytical Method: EPA 8260
ND ug1L
IN uglL
ND uglL
ND ug1L
NO uglL
NO ug1L
NO ug1L
NO uglL
ND uglL
NO uglL
NO uglL
ND ug1L
ND uglL
NO q1
ND uglL
ND uglL
ND uglL
ND uglL
NO uglL
NO uglL
9.8 uglL
N❑ ug)L
NO uglL
NO ugll-
NO uglL
NO uglL
ND uglL
NO uglL
ND ug1L
NO uglL
ND uglL
ND ug1L
NO ug1L
N❑ uglL
NO ug1L
ND uglL
NO ug1L
ND ug1L
NO ug1L
ND ug1L
ND ug1L
NO ug/L
NO uglL
NO uglL
NO ug&
NO ug)L
NO uglL
1.0
1
10111111 M50
74-97.5
1.0
1
10/1111106:50
75-27-4
1.0
1
1011111106:50
75-25-2
2.0
1
1011111106:50
74-83.9
5.0
1
1011111106:50
78-93-3
1.0
1
1011111166:50
56-23-5
1.0
1
10111/11 176:50
108-90-7
1.0
1
10M111106:50
75-00-3
1.0
1
1 D111111 06:50
67-66-3
1.0
1
10/11/11 D6:50
74-87-3
1.0
1
10111/1106:50
95-49-8
1.0
1
1 D111111 06:5D
106-43-4
&0
1
10/11/14 06:50
96-12-8
1.0
1
1011111106,50
124.48-1
1.0
1
10/11/11 06:50
106-93-4
1.0
1
10111/1106:50
74-95-3
1.0
1
10111/1106:50
95-50-1
1.0
1
10/1111106:5D
541-73-1
1.0
1
10/11/11 06:50
106-46-7
1.0
1
10111/1106:50
75-71-8
1.0
1
1011111106:50
75-34-3
1.0
1
10111 /11 06.50
107-06-2
1.0
1
10111/1106:50
75-35-4
1.0
1
10/11/11 06:50
156-59-2
1.0
1
10/11/11 06.50
158-60-5
1.0
1
1011111106:50
78-87-5
1.0
1
101111110&50
142-28-9
1.0
1
10/11/11 06:50
594-20-7
1.0
1
10111/1106:50
563-58-6
1.0
1
10/11/11 06: 50
10061-01-5
1.0
1
10/11/11 06:50
10061-02-6
1.0
1
10111/11 06:50
108-20-3
1.0
1
10/11/11 06:50
1 OD-41-4
1.0
1
10/11/11 06:50
87-68-3
5.0
1
10/11/11 06:50
591.78-6
1.0
1
10/11/11 06:50
99-87-6
2.0
1
10/1111106:50
75-09-2
5.0
1
10/11/11 D6:50
108-10-1
1-0
1
10111/11 06:50
1634-04-4
1.D
1
10/11/11 06:50
91-2D-3
1.0
1
1 DI11111 06:50
100-42.5
1.0
1
1011111106-50
630-20-6
1-0
1
10/11/11 06:50
79-34-5
1-0
1
10111/1106:50
127-18-4
1.0
1
10/11/11 06-50
108-86-3
1-0
1
10/11/11 D6:50
87-61-6
1-0
1
10111 / 11 D6:50
120-82-1
Date: 10M412011 09:06AM REPORT OF LABORATORY ANALYSIS Page 26 of 67
This report shall not he reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

ace RnaPical
rnsw.�ace'a6s.cam
Project CMI WWTP
Pace Project No. 92103792
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville. NC 29804
028)254-7176
ANALYTICAL RESULTS
Pace Analytical Services. Inc.
9800 Klncey Ave. Suite 100
Huntersvilie, NC 28078
[phone]
Sample: FPMW5
Parameters
Lab ID: 92103792009 Collected: 10/05/11 09:00
Results Units Report Limit DF
Received: 11WO5111 16:35 Matrix. Water
Prepared Analyzed CAS No. Qual
8260 MSV Low Level
Analytical Method: EPA 8260
1,1,1-Trichloroethane
ND ugIL
1.0
1
10/11/11 06:50
71-55-6
1,1,2-Tdchloroethane
ND ugIL
1.0
1
10/11/11 06:50
79-00-5
Trichloroethene
ND ugIL
1.0
1
1DJ11111 06:50
79-01-6
Trichloroiluoromethane
ND ug)L
1.0
1
10/11/11 06.50
75-69-4
1,2,3-Trichloropropane
ND ugIL
1.0
1
10/11111 06:50
96-18-4
Vinyl acelate
NO ug1L
2,0
1
10/11/11 06:50
108-05-4
Vinyl chloride
ND ugJL
1 A
1
10/11/11 06:50
75-01-4
m&p-xylene
ND ugIL
2,0
1
10/11/11 06:50
179601-23-1
a-Xylene
ND ugIL
1.0
1
10/11/11 06:50
95-47-6
4-Bromofluorobenzene [S)
101 °%
70-130
1
10)11111 06:50
460-00-4
Dibromofluoromethane (S)
100 °%
70-130
1
10/11/11 06.50
1B68-53-7
1,2-Dichloroethane-d4 (S)
110 °%
70-130
1
10/11/11 06:50
17060-07-0
Toluene-d8 (S)
102 °%
70-130
1
10/11/11 06:50
2037-26-5
2320E Alkalinity
Analytical Method: SM 2320B
Alkalinity,Bicarbonate (CaCO3)
29.2 mg1L
5.0
1
10/11/11 10:30
Alkalinity, Total as CaCO3
29.2 mg1L
5.0
1
10/11/11 10:30
2540C Total Dissolved Solids
Analytical Method: SM 25400
Total Dissolved Solids
302 mg1L
25.0
1
10/07/11 16:36
Iron, Ferrous
Analytical Method: SM 3500-Fe D#4
Iron, Ferrous
3.1 mg1L
1.0
2
10/10/11 17:36
H 1, N2
4500S2❑ Sulfide Water
Analytical Method: SM 4500-S2❑
Sulfide
N❑ mg1L
0.10
1
10/08/11 12,00
18496.26-8
300.0 IC Anions 28 Days
Analytical Method- EPA 300,0
Sulfate
146 mg1L
50.0
10
10/08111 11:21
14808-79-8
353.2 Nitrogen, NO2IN03 unpres
Analytical Method: EPA 353,2
Nitrogen, Nitrate
N❑ mg1L
0,20
1
10/06/11 22:26
Nitrogen, Nitrite
ND mg/L
D.11)
1
10106/11 22:26
4500 Chloride
Analytical Method: SM 45DO-CI-L
Chloride
ND mg/L
5.4
1
10/08/11 13:57
16887-00-6
53108 TDC
Analytical Method: SM 5310B
Total Organic Carbon
14.6 mg1L
1.D
1
10/10111 16:54
7440-44-0
Date- 10/14/2011 09:06 AM REPORT OF LABORATORY ANALYSIS Page 27 of 67
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. Pace Analytical Services, Inc.
aceAnalytical 205 East Meadow Road • Suite A 2225 Riverside Dr. 9800 Kincey Ave. Suite 1o0
aes Eden, NC 27288 Asheville, NC 28804 H untersvi Ile, NC 28078
[phone] [phone] [phone]
ANALYTICAL RESULTS
Project: CMI WWTP
Pace Project No.: 92103792
Sample: DUPLICATE Lab ID: 92103792010 Collected: 101D4111 14:35 Received: 10105111 16:35 Matrix: Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
8260 MSV Low Level Analytical Method: EPA 8260
Acetone
NO uglL
25.0
1
10/10/11 21:33
67-64-1
Benzene
NO ug1L
1.0
1
10/10111 21:33
71-43-2
Bromobenzene
ND uglL
1.0
1
10/10/11 21:33
108-86.1
Bromochloromethane
NO ug1L
1.0
1
10/10111 21:33
74-97-5
Bromodichloromethane
NO ug1L
1.0
1
10/10/11 21:33
75-27-4
Bromoform
NO uglL
1.0
1
10/10/11 21:33
75-25-2
Bromomethane
NO uglL
2.0
1
10/10111 21:33
74-83-9
2-Butanone (MEK)
NO uglL
5.0
1
10110111 21:33
76-93-3
Carbon tetrachloride
NO ug1L
1.0
1
10/10/11 21:33
56-23-5
Chiorobenzene
11,9 ug1L
1.0
1
10110/11 21:33
108-90-7
Chloroethane
ND ug1L
1.0
1
10/10/11 21:33
75-00-3
Chloroform
NO ug1L
1.0
1
10/10/11 21M
67-66-3
Chloromethane
NO ug1L
1.0
1
10/10/11 21M
74-87-3
2-Chlarotoluene
NO ug1L
1.0
1
10110/11 21:33
95-49-8
4-Chiarotoluene
NO ug1L
1.0
1
10/10/11 21:33
106-43-4
1.2-Dibromo-3-chloropropane
NO ug1L
5.0
1
10/10/11 21:33
96-12-8
Dibromochloromethane
ND ug1L
1.0
1
10/10/11 21:33
124-48-1
1,2-Dibromoethane (EDB)
NO ug1L
1.0
1
10/10/11 21:33
106-93-4
Dibromomethene
NO ug1L
1.0
1
10110111 21:33
74-95-3
1,2-❑ichlarobenzene
NO uglL
1.0
1
10/10/11 21:33
95-50-1
1,3-Dichlorobenzene
NO uglL
1,0
1
10/10/11 21,33
541-73-1
IA-Dichlorobenzene
3.0 ug1L
1.0
1
10/10/11 21M
106-46-7
Dichlorodifluoromethane
NO ug1L
1.0
1
10/10/11 21:33
75-71-8
1,1-Dichloroethene
4.4 ug1L
1.0
1
10/10/11 21:33
75-34-3
1,2-Dichloroethane
NO ug1L
1.0
1
10/10/11 21:33
107-D6.2
1,1-Dichloroethene
9.5 ug1L
1.0
1
101101112133
75-35-4
cis-1,2-Dichloroethene
NO uglL
1.0
1
10/10/11 21,33
156-59-2
trans-1,2-Diohioroethene
NO uglL
1.0
1
10/10/11 21:33
156-60-5
1,2-Dichloropropane
NO ug1L
1.0
1
10/10/11 21:33
78.87-5
1,3-Dichloropropane
NO ug1L
1.0
1
10/10/11 21.33
142-28.9
2,2-Dichloropropane
NO ug1L
1.0
1
10/10/11 21:33
594-20-7
11,1-Dichloropropene
N❑ ug1L
1.0
1
10/10/11 21:33
563-58.6
cis-1,3-Dichloropropene
NO uglL
1.0
1
10/10/11 21:33
10061-01-5
trans-1,3-Dichioropropone
N❑ ug1L
1.0
1
10/10/11 21:33
10061-02-6
Diisopropyl ether
ND uglL
1.0
1
10/10/11 21:33
108-20-3
Ethylbenzene
NO uglL
1.0
1
10/10/11 21:33
100-41-4
Hexachloro-1.3-butadiene
ND uglL
1.0
1
10/10/11 21:33
67-68-3
2-Hexanone
ND uglL
5.0
1
10/10/11 21:33
591-78-6
p-Isopropylioiuene
NO ug1L
1.0
1
10/10/11 21:33
99-87-6
Methylene Chloride
NO ug1L
2.0
1
10/10/11 21:33
75-09-2
4-Methyl-2-pentanone (MIRK)
ND ug1L
5.0
1
10/10/11 21:33
108-10-1
Methyl-terl-butyl ether
NO ug1L
1.0
1
10/10/11 21:33
1634-04-4
Naphthalene
NO uglL
1.0
1
10/10/11 2i:33
91-20-3
Styrene
NO ug1L
1.0
1
10/10/11 21:33
100-42-5
1.1,1,2-Tetrachloroethane
ND ug1L
1.0
1
10/10/11 21.33
630-20-6
1,1,2,2-Tetrachloroethane
ND uglL
1.0
1
10/10/11 21:33
79.34-5
Tetrachloroethene
N❑ uglL
1.0
1
101101112133
127-18-4
Date-. 10114/2011 09:06 AM
REPQRT ❑F LABORATORY ANALYSIS
This report shall not ba reproduced, except in full,
without the written consent of Pace Analytical Services, inc.
Page 28 of 67

a•
/7;a'ce Ana lj&aI
wawpace7ahs.cam
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dt
Asheville, NC 28604
(0281254-7176
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Klncey Ave. Suite 100
Huntersvllle, NC 28078
(7041875-9092
Project CMI WWTP
Pace Project No.: 92103792
Sample: DUPLICATE
Lab ID: 92103792010
Collected: 10/04/11 14:35
Received:
10)05111 16:35 Matrix: Water
Parameters
Results Units
Report Limit
OF
Prepared
Analyzed
CAS No. Quat
8260 MSV Low Level
Analytical Method: EPA 8260
Toluene
ND ug)L
1.0
1
10110/11 21:33
108-88-3
1.2,3-Trichlorobenzene
N❑ ug1L
1.0
1
10/10/11 21:33
87-61-6
1,2,4-Trichlorobenzene
ND uglL
1.0
1
10/10/11 21:33
120-82-1
1.1,1-Trichloroethane
7,9 ug1L
1.0
1
10/10/11 21:33
71-55-6
1,1,2-Trichlaroethane
ND uglL
1.0
1
10/10/11 21:33
79-00-5
Trlchloroethene
ND uglL
1.0
1
10110/11 21:33
79-01-6
Trlchloroflueromethane
ND uglL
1.0
1
10/10111 21:33
75-69-4
1,2,3-Trichloropropene
ND uglL
1.0
1
10110/11 21:33
96-18-4
Vnyl acetate
NO uglL
2.0
1
10/10/11 21:33
1M05-4
Vinyl chloride
ND uglL
1.0
1
10/10/11 21:33
75-01-4
m&p-Xylene
ND uglL
2.D
1
10110/11 21.-33
179601-23-1
o-xylene
ND ug1L
1.0
1
10/10111 21:33
95-47-6
4-Bromonuarobenzene (S)
91 %
70-130
1
10/10/11 21:33
40D-00.4
❑ibromatluoromethane (S)
130 %
70-13D
1
10/10/11 21.-33
1868-53-7
1,2•Dichloreethane-d4 {S)
130 %
70-130
1
1Of10111 21:33
17060-07.0
Toluene-d8 (S)
102 %
70-130
1
10/10/11 21:33
2037-26-5
Sample: RB•1
Lab ID: 92103792011
Collected: 10/05/11 09:30
Received:
10ID5111 16:35 Matrix: Water
Parameters
Results Units
Report Llmit
DF
Prepared
Analyzed
CAS No. Qual
8260 MSV Low Level Analytical Method: EPA 8260
Acetone
N❑ ug1L
25.0
1
10/10/11 23:41
67-64-1
Benzene
NO uglL
1.0
1
10/10111 23:41
71-43-2
Bromobenzene
NO uglL
1.0
1
10/10111 23:41
108-86-1
Bromochloromethane
NO uglL
1.0
1
10/10111 23:41
74-97-5
Bromodichloromethane
NO uglL
1.0
1
10/10/11 23:41
75-27-4
Bromororm
ND ug)L
1.0
1
10/10/11 23A1
75-25-2
Bromomethane
ND uglL
2.o
1
10/10/11 23:41
74-83-9
2-Butanone (MEK)
ND uglL
5.0
1
10/10/11 23:41
78-93-3
Carbon tetrachloride
ND uglL
1.0
1
10/10/11 23:41
56-23-5
Chlorobenzene
N❑ uglL
1.0
1
10/10/11 23:41
108-90-7
Chloroethane
NO uglL
1.0
1
10/10/11 23AI
75-OD-3
Chloroform
ND uglL
1.0
1
10/10/11 23:41
67-66-3
Chloromethane
ND ug1L
1.0
1
10/10/11 23:41
74-87-3
2-Chlorotoluene
ND uglL
1.0
1
10/10/11 23:41
9549-8
4-Chlorotoluene
N❑ ug1L
1.0
1
10/10/11 23:41
106-43-4
1,2-01bromo-3-chloropropane
N❑ ug1L
5.0
1
10/1(V11 23:41
96-12-8
Dibromochloromethane
NO ug1L
1.0
1
10/10111 23:41
124-48-1
1,2-Dibromoethane (EDS)
ND ug1L
1.0
1
10/10/11 23.41
106-93-4
Dibromomethane
NO uglL
1.0
1
10/10/11 23:41
74-95-3
1.2-Dichlorobenzene
ND ug1L
1.0
1
10/10/11 23:41
95-50-1
1,3-Dichlorobenzene
ND uglL
1.0
1
10/10/11 23:41
541-73-1
1,4-Dichlorobenzene
ND ug1L
1.0
1
10/10/11 23A 1
106-46-7
Dichlorodifluoromethane
NO uglL
1.0
1
10/10/11 23:41
75-71-8
1,1-Mchloroethane
ND ug)L
1.0
1
10110/11 23:41
75-34-3
Date: 1011412011 09:06 AM
REPORT OF LABORATORY
ANALYSIS
Page 29 of 67
This report shall
not be reproduced. except In full,
without the written consent of Pace Analytical Services, Inc..

/�;alceAnalyticalo
invw.pacerabs.curr,
Project. CMI WWfP
Pace Project No.: 92103792
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside W.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KimeyAve. Suite 100
Huriters0e, NC 28078
[704)875-9092
Sample: RB-1
Lab ID: 92103792011 Collected. 10/05/11 09:30 Received:
10/05/11 16:35 Matrix: Water
Parameters
Results Units
Report Limit
OF Prepared
Analyzed
CAS No. Quai
8260 MSV Low Level
Analytical Method: EPA 8260
1,2-Dichloroethane
ND ug1L
1.0
1
10/10/11 2141
107.06-2
1,1-Dichloroethene
NO uglL
1.0
1
10/10111 23:41
75-35-4
cis•1,2-Dichloroethene
NO uglL
1.0
1
10/10111 23:41
156-59-2
trans-1.2-Dichloroethene
NO ug/L
1,0
1
10110/11 23:41
156-60-5
1,2-Dichloropropane
ND ug/L
110
1
10110/11 23:41
78-87-5
1,3-01chloropropane
ND ug/L
1.0
1
10/10/11 2141
142-28-9
2,2-Dichloropropane
ND uglL
1.0
1
10/10/11 23:41
594-20-7
1,1-Dichloropmpene
NO ug/L
1.0
1
10110/11 23:41
563-58-6
cis- 1,3-Dichloropropene
ND ug/L
1.0
1
10/10/11 23:41
10061-01-5
trans-1,3-Dichloropropene
NO uglL
1.0
1
10/10/11 23:41
10061-02.6
Diisopropyt ether
NO ug1L
1,0
1
10/10/11 23:41
108-20-3
Ethylbenzene
NO ug/L
1.0
1
10/10/11 23:41
100-41-4
Hexachloro-1,3-butadiene
NO ug/L
1.0
1
10/10111 23:41
87-68-3
2-Hexanone
NO ug)L
5,0
1
10/10/11 23:41
591-78.6
p-Isopropyltoiuene
NO uglL
1.0
1
10/10/11 23:41
99-87-6
Methylene Chloride
NO uglL
2.0
1
10/10111 23AI
75-09-2
4•Methyl-2-pentanone (MISK)
N❑ uglL
5.0
1
10110/11 23:41
108-10-1
Methyl -tent -butyl ether
NO ug/L
1.0
1
10/10/11 23:41
1634-04-4
Naphthalene
ND ug/L
1.0
1
10110/11 2141
91-20-3
Styrene
ND ug/L
1.0
1
1011011i 23:41
100.42-5
1.1,1,2-Telrachloroethane
ND ug/L
1.0
1
10/10/11 23:41
630-20-6
1,1,2,2-Tetrachloroelhane
ND ug/L
1.0
1
10/10/11 23:41
79-34-5
Tetrachloroethene
ND ug/L
1.0
1
10110)11 23:41
127-18-4
Toluene
NO ug/L
1.0
1
1011 D111 23,41
1 DS-88-3
11,2,3-Trichlorobenzene,
NO ug1L
1.0
1
10M0111 23:41
87-61-6
1,2,4-Trichlorobenzene
NO ug1L
1.0
1
10/10/11 23A1
120-82-1
1,1,1-Trichloroethane
NO uglL
1.0
1
10/10/11 23:41
71-55-6
1,1,2-Trlchloroethane
NO uglL
1.0
1
10110/11 23:41
79-00-5
Trichioreethene
ND uglL
1,0
1
10/10/11 2141
79-01-6
Trichlorofluoromethane
NO uglL
1.0
1
10110/11 23:41
75-69-4
1,2,3-Tichooropropane
NO ug/L
1,0
1
10/10/11 23:41
96-18-4
Vinyl acetate
NO uglL
2.0
1
10/10/11 23:41
108-05-4
Vinyl chloride
NO ug/L
1.0
1
10/10/11 23:41
75-01-4
m&p-Xylene
ND ug/L
2.0
1
10/10/11 23:41
179601-23-1
o-Xylene
NO ug/L
I.0
1
10/10/11 23:41
95-47-0
4-Bromofluombenzene (S)
93 %
70-130
1
10110/11 2141
460-00-4
Dibromofluoromethane (S)
126 %
70-130
1
10/10/11 23:41
1868-53-7
1,2-Dichloroethane-d4 (S)
125 %
70-130
1
10/10/11 23:41
17060-07-0
Toluene-d8 (S)
102 01
70-130
1
10/10/11 23,41
2037-26.5
Sample: TRIP BLANK 2
Lab ID: 92103792012 Collected. 10/05/11 00:00 Received
10/05111 16:35 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
10111/11 00:06
67-64-1
Date: 10/14/2011 09:06 AM
REPORT OF LABORATORY
ANALYSIS
Page 30 of 67
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services. inc-

1!�2 aceAnalpical
nxm.Aarelabs,cam
Projecl: CMI WWfP
pace Analytical Services, Inz. PaceAnalyticaI Services, Inc.
205 East Meadow Read - Sulte A 2225 Riverside Dr.
Ellen, NC 27288 Asheville, NC 28804
[phone] [phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc
9800 KinceyAve. Sulte 100
H u ntersvil la, NC 28076
Pace Project No-: 921037132
Sample: TRIP BLANK 2 Lab ID: 92103792012 Collected: 10/05/11 0D:D0 Received: 10/05/11 1&35 Matrix: Water
[phone]
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Quai
8260 MSV Low Level Analytical Method: EPA 8260
Benzene
NO ug1L
1.D
1
10/11111 00:06
71-43-2
Bromobenzene
NO uglL
1.0
1
10111/11 00:06
108-86-1
Bromochloromethane
NO ug1L
1.0
1
10/11/11 00!06
74-97-5
Bromodichloromethane
NO ug/L
I.0
1
10111/11 00:06
75-27-4
Sromotorm
ND ug1L
1.0
1
10/11/11 00:D6
75-25-2
Bromomettlane
ND uglL
2.0
1
10/11/11 00:06
74-83-9
2-Butanone (MEK)
NO ug/L
5.0
1
10/11/11 D0:06
78-93-3
Carbon tetrachloride
NO uglL
1.0
1
10/11/11 00:06
56-23-5
Chlorobenzene
NO uglL
1.0
1
10/11/11 D0:06
108-90-7
Chloroethane
NO uglL
1.0
1
10/14/11 00:06
75-00-3
Chloroform
NO uglL
1.0
1
10111111 00:08
67-66-3
Chloromethane
NO uglL
1.0
1
10/11/11 D0:06
74-87-3
2-Chlorotoluene
NO ug1L
1.0
1
10/11/11 00:06
95-49-8
4-Chlorotoluene
NO uglL
1.0
1
10111/11 00:D8
106-43-4
1,2-Dibromo-3-cnloropropane
NO uglL
5.0
1
10/11/11 00:06
96-12-8
Dibromochloromethane
NO uglL
1.0
1
10/11/11 00:D6
124-48-1
1,2-Dibromoethane (EDB)
No uglL
1.0
1
10/11/11 00:06
106-93-4
Dibromomelhane
NO uglL
1.0
1
10111/11 00:06
74-95-3
12-01chlorobenzene
NO ug1L
1.0
1
10/11/11 D0:W
95-50-1
1,3-Dichlorobenzene
NO uglL
1.0
1
10/11/11 00:06
541-73.1
1.4-Dichlorobenzene
NO uglL
1.0
1
i0111111 00.06
106-46-7
Dichlorodifluaromethane
NO ug1L
1.0
1
W111111 00:06
75.71.8
1,1-Dichloroethane
NO uglL
1.0
1
10/11/11 00:06
75-34-3
1.2-Dichloroethane
NO uglL
1.0
1
10/11/11 00:06
107-06-2
1,1-Dlchloroethene
ND ug1L
1.0
1
10111/11 00.06
75-35-4
cis-1.2-Dichiorcethene
ND uglL
1.0
1
10/11/11 00:06
156-59-2
trans- l,2-Dichloroethene
NO uglL
1.0
1
10111/11 00:06
156-6D-5
1,2-Dichloropropane
NO uglL
1.0
1
10/11/11 00:06
78-87-5
1,3-Dichloropropane
NO ug)L
1.0
1
10/11/11 00:06
142-28-9
2,2-Dichloropropane
NO ug1L
1.0
1
10/11/11 00:06
594-20-7
1,1-Dichloropropene
ND uglL
1.0
1
10/11/11 00:06
563-58-6
cis- 1,3-Dichioropropene
NO ug1L
1.0
1
10/11/11 00:06
10061-01-5
trans- l,3-Dichloropropene
NO uglL
1.0
1
10/11/11 00:06
10061-02-6
Diisopropyl ether
ND uglL
1.0
1
10/11/11 00:06
108-20.3
Ethytbenzene
NO uglL
1.0
1
10/11/11 00:136
100-41-4
Hexachlorc-1,3-butadiene
N❑ uglL
1.0
1
10/11/11 00:06
87-68-3
2-Hexanone
NO uglL
5.0
1
10/11/11 00:06
591-78-6
p4sopropyitoluene
NO uglL
1.0
1
10/11/11 00:06
99-87-6
Methylene Chloride
ND uglL
2.0
1
10111/11 00 D6
75-09-2
4-Methyl-2-pentanone {MIBK)
ND uglL
5.0
1
10/11/11 00:06
108-10-1
Methyl -tent -butyl ether
ND uglL
1.0
1
10/11111 00:06
1634-04-4
Naphthalene
ND ug1L
1.0
1
10/11/11 00:06
91-20-3
Styrene
NO uglL
1.0
1
10111/11 00:06
100-42-5
1.1.1.2-Tetrachloroethane
ND uglL
1.0
1
10111/11 00:06
630-20-6
1,1,22-Tetrachloroethane
N0 ug1L
1.0
1
10111111 00:06
79-34-5
Tetrachloroethene
ND ug)L
1.0
1
10/11/11 00.06
127-18-4
Toluene
NO uglL
1.0
1
10/11/11 00:06
108-88-3
Date: 10/14/2011 09.06AM REPORT OF LABORATORY ANALYSIS Page 31 of 67
This report shall not be reproduced, exGapt in Tull.
without the written consent of Pace Analytical Services, Inc..

aceAnalytical
� wrrw.AacefaLs.mm
Project: CM WWfP
Pace Project No.: 92103792
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc_
2225 Rivers lde Dr.
Asheville, NC 28804
[phone]
ANALYTICAL. RESULTS
Pace Analytical Services, Inc.
19800 KinceyAve. Sulte 1{10
Hunlersviiie, NC 28078
[phone]
Sample: TRIP BLANK 2 Lab ID: 92103792012 Collected: 10/05/11 00:00 Received: 10/05/11 16:35 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260 MSV Low Level
1,2,3-Trichlorabenzene
1,2,4-Trichlorabenzene
1,1,1-Trichloroethane
11,2-Trichlorcethane
Trichloroethene
Trich lorofiu orom eth a ne
1,2,3-Trichlaropropane
Vinyl acetate
Vinyl chloride
m&p-Xylene
o-Xylene
4-Bromofluorobenzene (S)
Dibromofiuoromethane (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Analytical Method: EPA 8260
NO ug1L
ND uglL
N❑ uglL
ND ug1L
ND uglL
N❑ uglL
ND ug1L
ND ug1L
ND ug1L
ND ug1L
NO uglL
93 %
123 %
123 %
103 %
1.0 1
10/11/11 00:06
87-61-6
1.0 1
10/11/11 00-06
120-82-1
1.0 1
10111/1100.06
71-55-6
1.0 1
1011111100;06
79-DO-5
1.0 1
10/11/11 00-06
79-01-6
1.0 1
1011111100:06
75-69-4
1.D 1
1011111100;06
96-18-4
2.0 1
10/11/11 00:06
108-05-4
1,0 1
10/11/11 00:06
75-01-4
2.0 1
10/11/11 OD'06
179601-23-1
1.0 1
10111/1100-06
95-47-6
70-130 1
10111/1100:06
460-00-4
70-130 1
10/11/11 DD:06
1868-53-7
70-130 1
10/11/11 00:06
170W07-0
70-130 1
1011111100:06
2037-26-5
Sample: TRIP BLANK 3 Lab ID: 92103792013 Collected: 10/05/11 00:00 Received: 10/05/11 16:35 Matrix: Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No, Quaff
8260 MSV Low Level
Acetone
Benzene
Bromobenzene
Bromochloromethane
S rom od ich lorom etha ne
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon tetrachloride
Chlorobanzene
Chloroethane
Chloroform
Chlorometheme
2-Chlorotofuene
4-Chlorotofuene
1,2-Dibromo-3-chloropropane
Di bromoch lorometha n e
1,2-Dibromoethane (EDB)
Dibromcmethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlo rod i fl uo ro metha ne
1,1-Dichloroethane
1,2-Dichloroethane
Analytical Method: EPA 8260
ND ug1L
25,0 1
ND uglL
1.0 1
NO uglL
1.0 1
ND ug1L
1.0 1
ND ug1L
1.D 1
NO ug1L
1.0 1
N❑ ug1L
2.0 1
NO uglL
5.0 1
NO uglL
1.0 1
ND uglL
1.0 1
ND ug1L
1.0 1
ND ug1L
1.0 1
N❑ ug1L
1,0 1
NO uglL
1.0 1
ND uglL
1.0 1
NO uglL
5.0 1
ND uglL
1.0 1
ND uglL
1.0 1
ND uglL
1.0 1
NO ug1L
1,0 1
ND ug1L
1.0 1
ND ug)L
1.0 1
ND uglL
1,0 1
ND ug)L
1,0 1
NO uglL
1.0 1
1011111100:32
67-64-1
10/11/11 00:32
71-43-2
10/11/11 00:32
108-86-1
10/11/11 00:32
74-97-5
1011111100'32
75-27-4
10/11/11 0D:32
75-25-2
1011111100:32
74-83-9
1011111100:32
78-93-3
1011111100:32
56-23-5
10/11/11 00:32
108-90-7
1011111100:32
75-DO-3
1011111100,32
67-66-3
10/11/11 00:32
74-87-3
10/11/11 00-32
95-49-8
10/11/11 00:32
106-43-4
10/1111100.32
96-12-8
10111/11 00:32
124-48-1
10111 / 11 00: 32
106-9 3-4
10/1111100-32
74-95-3
1011111100:32
95-50-1
101110100:32
541-73-1
10/11/11 00:32
106-46-7
10/11/11 OD:32
75-71-8
10/1111100;32
75-34-3
10111/11 00:32
107-06-2
Date: 10114/2011 09:06AM REPORT DF LABORATORY ANALYSIS Page 32 of 67
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without the written consent cI Pace Analytical Services, Inc..

aceAnalXical
smwrocelabs.com
Projecl CMI WWTP
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
205 East Meadow Road - Sulie A 2225 Rlversde Dr
Eden, NC 27288 Asheville, NC 28804
[phone] [phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinoeyAve- Suite 100
Huntersville, NC 20078
Pace Project No.: 92103792
Sample: TRIP BLANK 3 Lair ID: 92103792013 Collected 10105/11 00 00 Received: 10105/11 16:35 Matrix Water
[phone]
Parameters
Results Units
Report Limit
OF
Prepared Analyzed
CAS No. Qual
8260 MSV Low Level
Analytical Method: EPA 8260
1,141ehloroethene
ND ug1L
1.0
1
10/11/11 00,32
75-35-4
cis-1,2•Dichloroethene
N❑ ug1L
1.❑
1
1D111111 00:32
156-59-2
trans-1,2-Dichloroethene
ND ug1L
1.0
1
10/11/11 00:32
156-60-5
1,2-Dichloropropane
ND ug1L
1.0
1
101i1111 00:32
78-87-5
1,3-Dichloropropane
NO ug1L
1.0
1
i0111111 00:32
142-28-9
2,2-Dichioropropane
ND uglL
1.0
1
10/11111 00:32
594-20-7
1,1-Dichloropropene
ND uglL
1.0
1
10111/11 00:32
563-58-6
cis-1,3-Dichloropropene
ND uglL
1.0
1
10/11/11 00:32
1D061.01.5
trans- l,3-Dichloropropene
ND uglL
1.0
1
i(W11111 00:32
ID061-02-6
Diisopropyl ether
NO ug&
1.0
1
101i1111 00.32
108-20-3
Ethylbenzene
NO uglL
1.0
1
10/11111 00:32
100-41.4
Hexachloro-1,3-butadiene
ND uglL
1.0
1
UN11111 00:32
87-68-3
2-Hexanone
NO uglL
5.0
1
10/11/11 00.32
591-78-6
p-Isopropyltoluene
N❑ uglL
1.0
1
10/11/11 00:32
99.87-6
Methylene Chloride
NO ug)L
2,0
1
10/11/11 00:32
75-09-2
4-Mclhyl-2-pentanone(MIBK)
ND uglL
5.0
1
10/1111100;32
108-1D-1
Methyl-tert-butyl ether
NO uglL
1.0
1
10/11/11 00:32
1634-04-4
Naphthalene
NO ug)L
1.0
1
10/11/11 00:32
91-2D-3
Styrene
ND ug)L
1.0
1
10/11111 00.32
1OD-42-5
1,1,1.2-Telrachlor(>e1hane
ND uglL
1.0
1
10/11/11 00:32
530-20-6
1,1,2,2-Tetrachloroethane
ND ug1L
1.0
1
10)11/11 00:32
79-34-5
Tetrachloroethene
NO uglL
1.0
1
10/11/11 00:32
127-16-4
Toluene
ND ug1L
1.0
1
10/11/11 00,32
108-88-3
1,2,3-Trichiorobenzene
NO ug1L
1.0
1
10/11/11 00:32
87-61-6
1,2A-Trichiorobenzene
NO uglL
1.0
1
10111/11 00:32
120-82-1
1,1,1-Trichloroethane
NO uglL
1.0
1
10/11/11 D0:32
71-55-6
1,1,2•Trichloroethane
ND ug1L
1,0
1
10/11/11 00:32
79-00-5
Trichloroethene
ND ug1L
1.0
1
10/11111 00:32
79-01-6
Trichlorofluoromethane
ND uglL
1.0
1
10/11/11 00:32
75-69-4
1,2,3-Trichlompropane
ND ug1L
1.0
1
10111/11 00:32
96-18.4
Vinyl acetate
ND ug1L
2.0
1
10/11/11 00:32
108-05-4
Vinyl chloride
NO ug1L
1.0
1
10/11/11 00:32
75.01-4
m&p-Xylene
ND ug1L
2.0
1
10/11/11 00:32
179601-23-1
o-Xylene
NO uglL
1.0
1
10/11/11 00:32
95-47-6
4-Bromofluoroben7ene (S)
94 %
70-130
1
10/11/11 00:32
4604ff0-4
Dibromailuoromethane (S)
127 %
70-130
1
10/11111 00:32
1868-53-7
1,2-Dichloroethane-d4 (S)
128 %
70-130
1
10/11/11 00,32
17060-07.0
Toluene-d8 (S)
102 %
70-130
1
10111111 00,32
2037-26-5
Date: 10/14/2011 09:06 AM REPORT OF LABORATORY ANALYSIS Page 33 of 67
This report shall not be reproduced, except in Full,
without the written consent of Pace Analytical Services, Inc..

aceAnalAcal
wmr.pacefa8s.conr
Pace Analytical Services, Inc.
205 East Meadow Road - SuiteA
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
DUALITY CONTROL DATA
Project: CMI WWTP
Pare Project No.: 92103792
QC Batch: AIR113315 Analysis Method: RSK 175
QC Batch Method: RSK 175 Analysis Description: RSK 175 AIR HEADSPACE
Associated Lab Samples: 92103792005, 92103792007, 92103792008
METHOD BLANK: 1070993
Matrix- Water
Associated Lab Samples:
92103792005, 92103792007, 92103792008
Blank Reporting
Parameter
Units
Result Limit
Analyzed Qualifiers
Ethane
uglL
ND 10.0
1011011109:53
Ethene
uglL
ND 10.0
10/1011109:53
Methane
uglL
N❑ 10.0
10110/1109:53
Pace Analytical Services, Inc.
9800 Klncey Ave. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE & LCSD; 1070994
1070995
Spike
LCS LCSD
LCS
LCSD
% Rec Max
Parameter Units
Conc,
Result Result
% Rec
% Rec
Limits RPD RPD Qualifiers
Ethane uglL
114
114 118
100
104
70-130 4 30
Ethene ug1L
106
108 112
102
105
70-130 3 30
Methane uglL
60.7
64.9 65.8
107
108
70-130 1 30
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
1072836
1072837
M5
MSD
10171803003
Spike
Spike
MS
MSD
M5
MSD
% Rec
Parameter Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
Ethane ug/L
NO
103
108
120
127
116
118
30-150
6
Ethene uglL
NO
96.4
101
107
112
111
111
30-150
5
Methane ug/L
1.2
55.1
57.8
5490
5470
7780
7390
30-150
A P6
mg/L
SAMPLE DUPLICATE: 1072747
Parameter
Ethane
Ethene
Methane
92103883010 Dup
Units
Result Result
ug/L
12.5 10.9
uglL
ND N❑
ug1L
12000 10100
RPD Qualifiers
14
17 E
Date: 10/14/2011 09:06 AM REPORT OF LABORATORY ANALYSIS Page 34 of 67
This report shall not be reproduced, except in full,
without the written consent or Pace Analytical Sarvica5, Inc..

y Pace Analytical Services, Inc, Pace Analytical Services, Inc. Pace Analytical Services, Inc.
17a'ceAnalytical 205 East Meadow Road - Suite A 2225 Riverside Dr. 9800 KImey Ave. Suite 100
nww.Fa�efa6s.cam Eden, NC 27288 Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone] [phone]
QUALITY CONTROL DATA
Project: CMI WWTP
Pace Project No.: 92103792
QC Batch: AIR113316 Analysis Method: RSK 175
OC Batch Method: RSK 175 Analysis Description: RSK 175 At HEADS PACE
Associated Lab Samples: 92103792001, 92103792002
METHOD BLANK: 1071005
Matrix:
Water
Associated Lab Samples:
92103792001, 92103792002
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Ethane
uglL
NO
10.0
10110/1115:12
Ethene
ug/L
ND
10.0
10110/1115:12
Methane
ugA_
ND
10.0
1011011115,12
LABORATORY CONTROL SAMPLE & LCSD: 1071006
1071D07
Spike LCS
LCSD
LCS LCSD
% Rec Max
Parameter
Units
Conc. Result
Result
% Rec % Rec
Limits RPD RPD Quallfiers
Ethane
ug1L
114 118
124
104 109
70-130 5 30
Ethene
ug/L
106 112
116
105 109
70-130 4 30
Methane
ug1L
60.7 65.8
65.2
108 107
70-130 .9 30
SAMPLE DUPLICATE: 1073335
10171803004
Dup
Parameter
Units
Result Result
RPD
Qualifiers
Ethane
ug/L
NO
ND
Ethene
uglL
ND
ND
Methane
ug1L
0.16 mg/L
102
46 R1
SAMPLE DUPLICATE: 1073337
92103909001 Dup
Parameter Units Result Result RPD Qualifiers
Ethane ug1L NO NO
Ethene ug1L NO NO
Methane ug/L ND NO
Dale: 10/14/2011 09.06AM REPORT OF LABORATORY ANALYSIS Page 35 of 67
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..

1:;5'ceAnaljdical'�'
wwparefehs.cam
i
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 2 72 88
[phone]
Pace Analytical Services, Inc.
2225 Riverside ❑r.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project. CMl WWTP
Pace Project No.: 92103792
OC Balch: AIR113317 Analysis Method; RSK 175
QG Batch Method: RSK 175 Analysis Description: RSK 175 AIR HEADSPACE
Associated Lab Samples: 92103792003, 92103792004, 92103792006, 92103792009
METHOD BLANK: 1071009 Matrix: Water
Associated Lab Samples: 92103792003, 92103792004, 92103792006, 92103792009
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Ethane ug/L NO 10.0 1011111109:30
Ethene ug)L NO 10.0 10/11111 09:30
Methane ug1L NO 10.0 10111/1109:30
Pace Analytical ServFces, Inc,
9800 Kinsey Ave. Suile 10o
Huntersvilte, NC 28078
(7D4)875-9092
LABORATORY CONTROL SAMPLE & LCSD; 1071010
1071011
Spike
LCS LCS❑
LCS
LCSD
% Rec Max
Parameter Units
Conc.
Result Result
% Rec
% Rec
Limits RPD RPD Qualifiers
Ethane ug/L
114
99.7 122
88
108
70-130 21 30
Ethene ug1L
106
92.4 115
87
108
70-130 22 30
Methane uglL
60.7
57.1 65.6
94
108
70.130 14 30
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1073565
MS MSD
5053524003 Spike Spike
Parameter Units Result Conc, Conc,
1073566
MS
Result
MSD
Result
MS MSD
% Rec % Rec
% Rec
Limits
RPD Qual
Ethane
ug1L NO
114 120
112
104
99 87
30-150
7
Ethene
ug1L NO
106 112
106
100
100 90
30-150
6
Methane
ug1L NO
60.7 618
65.0
56-0
97 78
30-150
15
SAMPLE DUPLICATE:
1073567
92103947001
pup
Parameter
units
Result
Result
RPD
Qualifiers
Ethane
ug1L
NO
ND
Ethene
ug1L
NO
ND
Methane
ug1L
29,9
23.4
24
Date: 1011412011 09 06 AM REPORT OF LABORATORY ANALYSIS Page 36 of 67
Thls report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

ace Ana 1picaI
• titiww.wrcfahs.Com
Project. CMl WVYTP
Pace Project No.: 92103792
Pace Analytical Services, Inc.
205 East Meadow Road - Sidle A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc,
2225 Riverside ❑r,
Asheville, INC 28804
[phone]
QUALITY CONTROL DATA
QC Batch. MPRP19159 Analysis Method; EPA 6010
QC Batch Method: EPA 3010 Analysis Description: 6010 MET
Associaled Lab Samples: 92103792001, 92103792002, 92103792003, 92103792004, 92103792005
METHOD BLANK: 669016 Matrix: Water
Associated Lab Samples: 92103792001, 92103792002, 92103792003, 92103792004, 92103792005
Blank Reporting
Parameter Units Resull Limit Analyzed
Calcium ug1L NO 100 10/08/11 00:44
Manganese ug1L NO 5.0 10/0811100:44
LABORATORY CONTROL SAMPLE: 669017
Qualifiers
Pace Analytical Services, Inc.
9800 KinceyAve . Suite 100
Huntersvilte, NC 28078
[phone]
Spike LCS LCS % Ree
Parameter Units Cane. Result % Rec Limits Qualifiers
Calcium uglL 5000 5080 102 80-120
Manganese ug1L 500 488 98 80-120
MATRIX SPIKE SAMPLE:
Parameter
669018
Units
92103587001
Result
Spike
Cone.
MS MS
Result % Rec
% Rec
Limits Qualifiers
Calcium
ug1L
156000
5000
167000 216
75-125 M6
Manganese
uglL
2690
500
3190 99
75-125
SAMPLE DUPLICATE: 669019
92103587002
❑up
Parameter
Units
Result
Result
RPD Qualifiers
Calcium
uglL
401000
394000
2
Manganese
ugJL
453
447
1
Date: 10114/2011 09:06AM REPORT OF LABORATORY ANALYSIS Page 37 of67
This report shall not be reproduced, except in full.
without the written consent or Pace Analytical Services, tnc..

lacieAnalytical
"W,pacews. WM
Project: CM WWTP
Pace Project No.: 92103792
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
(336)62"921
Pace Analytical SerWces, Ine.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800KinceyAve . Suite 100
Hunlersviile, NC 28078
{704)875-9092
OC Batch: MPRP19166
Analysis Method:
EPA 6010
OC Batch Method: EPA 3010
Analysts Description:
6010 MET
Associated Lab Samples: 92103792006, 92103792007, 92103792D08, 92103792009
METHOD BLANK: 669296
Matrix: Water
Associated Lab Samples: 92103792006, 92103792007, 92103792008, 92103792009
Blank Reporting
Parameter
Units
Result Limit
Analyzed Qualifiers
Calcium
uglL
ND 100 10112/1100:31
Manganese
uglL
N❑ 5.0
10112/1100-.31
LABORATORY CONTROL SAMPLE:
669297
Spike LGS
LGS °I° Rec
Parameter
Units
Conc. Result
% Rec Limits Qualifiers
Calcium
uglL
5000 5220
104 80-120
Manganese
ug)L
500 496
99 80-120
MATRIX SPIKE SAMPLE;
Parameter
669298
Units
9210379200E
Result
Spike
Conc.
MS MS
Resul! % Rec
% Rec
Limits Qualifiers
Calcium
ug1L
41500
5000
45100 72
75-125 M1
Manganese
ug1L
7000
500
7170 33
75-125 M1
SAMPLE DUPLICATE: 669299
92103792007
Dup
Parameter
Units
Result
Result
RPD Qualifiers
Calcium
uglL
71000
70500
1
Manganese
ug1L
8340
8240
1
Date: 10/14/2011 09:06AM REPORT OR LABORATORY ANALYSIS Page 38 of 67
This report shall not be reproduced, exeept in full,
without the written consent or Pace Analytical Services, Inc..

i aceAnalytical
www. pacefabs-m n
Project. CM1 WWTP
Pace Project No.: 921C3792
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc,
2225 Riverside ❑r.
AshevKe, NC 26804
[phone]
QUALITY CONTROL DATA
OC Batch- MSVIIBP14 Analysis Method:
OC Batch Method: EPA 8260 Analysis Description:
Associated Lab Samples- 92103792001. 92103792010
EPA 8260
8260 MSV Low Level
METHOD BLANK- 670089
Matrix: Water
Associated Lab Samples: 9210379200i, 92103792010
Blank Reporting
Parameter
Units Result Limit
Analyzed
1.1,1.2-Tetrachloroethane
ug1L
N❑
1.0
1011011113.00
1, 1, 1 -Trichto roethan a
ug1L
ND
1.0
10110/1113:00
1,1,2,2-Teirachloroethane
uglL
N❑
1.0
10fi o111 13:00
1,1,2-Trichloroethane
uglL
N❑
1.0
10/10/1113:00
1,1-Dichloroethane
uglL
ND
1-0
1011011113100
1,1-Dichloroett'ene
ug1L
ND
1.0
1011011113:00
1,1-❑ichloropropene
ug1L
N❑
1.0
1G11D11113:00
1,2,3-Trichlorobenzene
ugf-
ND
1.0
1011011113:00
1,2,3-Trichloropropane
ug1L
ND
1.0
1011011113:00
1,2,4-Trichlorobenzene
uglL
ND
1.0
10110/1113:00
1,2-Dibromo-3-chloropropane
uglL
ND
5.0
10110/1113:00
1,2-Dibromoethane (EDB)
ug1L
ND
1.0
10/10/11 13:00
1,2-Dichlorobenzene
ugll_
ND
1,0
10/1011113,00
1,2-Dichioroethan e
ug&
ND
1.0
10/1011113:00
1,2-Dichloropropane
uglL
ND
1.0
10110/1113:00
1,3-Dichlorobenzene
uglL
ND
1.0
1011011113:00
1,3•Dichloropropane
ug1L
ND
1.0
1011011113:00
1,4-Dichlorobenzene
uglL
ND
1.0
1011011113:00
2,2-DichlDropropane
uglL
ND
1.0
1011011113:00
2-Butanone (MEK)
uglL
ND
5.0
10/10111 13:00
2-Chlorotoluene
ug1L
ND
1.0
113110/1113:00
2-Hexanone
ug1L
ND
5.0
1011011113:00
4-Chlorotoluene
uglL
ND
1.0
10/10/1113:00
4•Methyl•2•pentanone (MIRK)
ug1L
ND
5-0
i0110/11 13:00
Acetone
uglL
ND
25.0
10/1011113:00
Benzene
ug1L
ND
1.0
1Oil 0/1113-00
Bromobenzene
ug1L
ND
1.0
10110/1113:00
Bromachloromethane
ug1L
ND
1.0
1D11011113:00
Bromodichloromethane
ug1L
ND
1.0
10/10/1113:00
Bromoform
uglL
ND
1.0
10110/1111-00
Bromomethane
uglL
ND
2Z
10/1011113:00
Carbon tetrachloride
ug1L
ND
1.0
10/10/11 13:00
Chlorobenzene
ug1L
ND
1.0
1oil D11113-DO
Chloroethane
ug1L
ND
1.0
1011011113:00
Chloroform
uglL
ND
1.0
1011011113:00
Chloromethane
ug1L
ND
1.0
1011011113:00
ds•1,2-Dichloroethene
uglL
ND
1.0
1011011113:00
cis-1,3-Dichloropropene
ug1L
ND
1.0
1011011113:00
Dibromochlorometharie
ug1L
ND
1.0
1011011113:00
Dibromomethane
ug1L
ND
1.0
10/1011113:00
Dichlorodifluoromelhane
ug1L
ND
1.0
1011011113:00
Diisopropyl ether
ug1L
ND
1.0
10/10111 13:00
Ethylbenzene
ug1L
ND
1.0
1Oil (VI 113:00
Date: 101141201109:06AM
REPORT OF LARORATORYANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..
Qualifiers
Pace Analytical Services, Inc.
9800 Ifincey Ave. Suile 100
Huntersville, NC 28078
[phone]
Page 39 of 67

aceAnalyllcalr
www.pacefabs.mm
Pace Analytical Services. Inc. Pace Analytical Services, Inc
205 East Meadow Road - Stifle A 2225 Riverside Or
Eden, NC 27288 Asheville, NC 28804
[phone] [phone]
QUALITY CONTROL DATA
Project: CMI WWTP
Pace Project No.: 92103792
METHOD BLANK: 670089
Matrix:
Water
Associated Lab Samples: 921 D3792001, 92103792010
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed
Hexachloro-1,3-butadiene
ug1L
NO
1.0
1011011113:00
m&p-Xylene
ug1L
ND
2.0
10/1011113:00
Methyl-tert-butyl ether
ug1L
NO
1.0
10/10/11 13:00
Methylene Chloride
ug1L
ND
2.0
10/10/11 13:00
Naphthalene
ug1L
ND
1.0
10/1011113:00
o-Xylene
ug1L
ND
1.0
10/1011113:00
p-lsopropylioluene
ug1L
ND
1.0
10/10/11 13:00
Styrene
uglL
N❑
1.0
1011011113:00
Tetrachloroethene
ug1L
ND
1.0
10/10/1113:0
Toluene
ug1L
ND
1.0
1011011113:00
trans- 1,2-0ichloroethene
uglL
ND
1.0
10/10/11 13:00
trans-1,30chloropropene
u91L
ND
1,0
10/10/11 13:00
Trichloraethene
ug1L
ND
1.0
10110/1113:00
Trichicrofluoromethane
uglL
ND
1.0
10110/1113:00
Mnyl acetate
uglL
ND
2,0
10N D111 13:00
Vinyl chloride
uglL
ND
1.0
10/10/11 13:00
1,2-Dichloroethane-d4 (S)
%
118
7D-130
10/10/11 11100
4-Bromoftuorobenzene (S)
%
95
7D-130
10/10111 13:00
Dibromofluaromettlane (5)
%
1i6
7D-130
10/10111 13:00
Toluene-d8 (S)
%
102
70-130
10/10/11 13:00
LABORATORY CONTROL SAMPLE: 670090
Qualifiers
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersviile. NC 28078
Parameter
Units
Spike
Conc.
LCS
Result
LC5
% Rec
% Rec
Limits Qualifiers
1,1,1.2-Tetrachloroethane
ug1L
50
53.4
107
70-130
1.1.1 Trichloroethane
ug1L
50
45.5
91
70.130
1.1.2,2-Tetrachloroethane
ug1L
50
61.9
104
70.130
1,1,2-Trichloroethane
ug1L
50
51.2
1D2
70-130
1,1-Dichioroethane
ug1L
50
44.7
89
70-130
1,1-Dichioroethene
ug1L
50
45.5
91
70-132
1,1-Dichloropropene
ug1L
50
47.5
95
70-130
1,2,3-Trichlorobenzene
uglL
50
47.9
96
70-135
1,2.3-Trichiaropropane
ug1L
50
50.6
101
70-130
1,2,4-Trichlarobenzene
ug1L
50
47.0
94
70-134
1,2-Dibromo-3-chloropropane
uglL
50
53.5
107
70-130
1,2-Dibromoethane (EDB)
uglL
50
53.7
107
70-130
1,2-Dichlorobenzene
ug1L
50
50.5
101
70-130
1,2-Dichiaroethane
uglL
50
51.2
102
70-130
1,2-Dichloropropane
ug1L
50
53.0
106
70-130
1,3-Dichlorobenzene
ug1L
50
50.1
100
70-130
1,3-Dichloropropane
ug1L
50
516
107
70.130
1,4-Dichiorobenzene
ug1L
50
47.4
95
70-130
2,2-Dichloropropane
uglL
50
48.3
97
58-145
2-Butanone (MEK)
ug1L
100
116
116
70-145
2-Chlorotoluene
ug1L
50
513
103
70-130
Date: 1D114/2011 09:06AM REPORT OF LABORATORYANALYSjS
This report shall not he reproduced, eXcept in full,
wqhout the written consenT of Pace AnalylicaI Services, Inc..
[phone]
Page 40 of 67

aceAnalyfical
W%W-paC9�ab4. C4 7M
Project CMI WWTP
Pace Project No.: 92103792
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Or.
Ashevilie, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 HinceyAve. SuiSe 10e
Honterwille, NC 28078
(7D4)875-9092
LABORATORY CONTROL SAMPLE.
Parameter
670090
Units
Spike
Conc.
LCS
Result
LCS
In Rec
% Rec
Llmils Qualifiers
2-Hexanone
ug/L
100
102
102
70-144
4-Chlorotoluene
ug/L
50
53.6
107
70-130
4-Methyl-2-pentanone (MIRK)
ug/L
100
102
102
70.140
Acetone
ug1L
100
127
127
50-175
Benzene
uglL
50
43.2
86
70-130
Bromobenzerle
iiglL
50
48.7
97
70-130
Bromochloromethane
uglL
50
47.9
96
70.130
6romodichloromethane
ugIL
50
51.9
104
70-130
Bromoform
uglL
50
47.8
96
70-130
Bromomelhane
uglL
50
19.7
39
54-130 LO
Carbon tetrachloride
uglL
50
48.6
97
70-132
Chlorobenzene
uglL
50
49.2
98
70.130
Chioroelhane
uglL
56
46.0
92
64-134
Chloroform
uglL
50
55.5
Ill
70.130
Chloromethane
UgIL
50
55.1
110
64-130
cis- 1,2-Dichloroelhene
ug1L
50
43.7
87
70-131
cis•1,3•Dichloropropene
ug/L
50
51.1
102
70-130
❑lhromochloromethane
ug1L
50
54.0
108
70-130
❑ibromomelhane
ug/L
50
52.3
105
70-131
Dichlorodlffuoromelhane
ug/L
50
64.6
129
56-130
❑iisopropyl ether
ug1L
50
47.6
95
70.130
Ethylbenzene
ug1L
50
51.4
103
M130
Hexachtoro-1,3-butad iene
ug/L
50
49.8
1O0
70.130
m&p-Xylene
ug1L
100
106
106
70-130
Methyl-tert-butyl ether
ugIL
50
51.1
102
70-130
Methylene Chloride
ug/L
50
52.9
106
53-130
Naphthalene
ug/L
50
49.9
100
70-138
o-xylene
ug1L
50
48.4
97
70-130
pAsopropyltoluene
ug/L
50
48A
96
70.130
Styrene
ugIL
50
49.3
99
70-130
Tetrachlaroethene
ugIL
50
49.6
99
70-130
Toluene
uglL
50
50.3
101
70-130
trans- 1.2-Dichloroethene
ug1L
50
44.4
89
70-130
trans- 1,3-Dichioropropene
ugIL
50
50.5
101
70-132
Trichtoroethene
ug/L
50
54.2
108
70-130
Trichiorafluoromelhane
ug/L
50
54.3
109
62-133
Vinyl acetate
ug/L
100
92.1
92
66-157
Vinyl chloride
ug1L
50
53.9
108
69-130
1,2-Dichloroethane-d4 (S)
%
96
70-130
4-Bromofluorobenzene (S)
°%
102
70-130
Dibromolluoromethane (S)
%
94
70-130
Toluene -dB (S)
%
99
70-130
Dale, 10/14/2011 W06 AM REPORT ❑F LABORATORY ANALYSIS Page 41 of 67
Thls report shall not be reproduced, except in full.
without the written consent of Pace Analytical Services, Inc..

/72eAnalytical"
n'n'wpacelahs.cam
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, lnc
2225 Rivers lde Dr
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 1(incey Ave. Suite 100
Huntersville. NC 28078
t704)875.9092
Project: CMI WWTP
Pace Project No.: 92103792
MATRIX SPIKE & MATRIX SPIKE DUPLICATE-
670091
670092
MS
MSD
92103399016
Spike
Spike
MS
MSD
MS
MSD
°% Rec
Parameter
Units
Result
Cone,
Cone.
Result
Result
% Rec
°% Rec
Limits
RPD Qual
1,1-Dichloroethene
ug/L
21.2
50
50
63.7
64.1
85
86
70-166
1
Benzene
uglL
ND
50
50
53.9
55.3
108
111
70-148
3
Chlorohenzene
ug/L
ND
50
50
60.1
61.8
120
124
70-146
3
Toluene
uglL
ND
50
50
55.9
57.1
112
114
70-155
2
Trichloroethene
ug1L
ND
50
50
50.6
51.2
101
102
69-151
1
1,2-Dichloroethane-d4 (S)
%
119
118
70-130
4-Bromotluorobenzene (S)
°%
94
96
70-130
Dibromoiluoromethane (S)
°%
113
112
70-130
Toluene-cI8 (S)
%
89
90
70-130
Date: 10/14/2011 09:06AM REPORT OF LABORATORY ANALYSIS Page 42 of 67
This report shall not he reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

1!;a'ceAnalyfical'
wnw.Aacefahs.cwn
Project: CMI WWTP
Pace Project No.. 92103792
Paco Analytica! Services, Inc. Pace Analytical Services, Inc.
205 East Meadow (toad - Suite A 2225 Riverside Dr
Eden. INC 27288 Asheville, NC 28804
[phone] 1828j254-7176
QUALITY CONTROL DATA
OC Balch: MSVI16917 Analysis Method; EPA 8260
OC Batch Method: EPA 8260 Analysis Descrtption: 8260 MSV Low Level
Associated Lab Samples. 92103792003, 92103792D11, 92103792012, 921D3792013
METHOD BLANK: 670245
Matrix Water
Associated Lab Samples: 92103792003,
921D3792011,
92103792012, 92iD3792013
Blank Reporting
Parameter
Units Result Limit
Analyzed
1,1,1,2-Tetrachloroethane
ug/L
ND
1.6
1011011123:15
1,1,1-Trichlorcethane
uglL
ND
1.0
10110/112115
1,1.2.2-Tetrachloroelhane
uglL
ND
1.0
10/1011123.15
1,12-Trichloroethane
ugIL
ND
1-0
1011011123:15
1,1-Dichloroethane
ugIL
ND
1,0
1D11D11123:15
1,1-Dichloroethene
ug)L
ND
1.0
10110/1123:15
1,1-Dichloropropane
ug)L
ND
1-0
1011011123:15
1,2,3-Tfichlorobenzene
ug/L
NO
1.0
1D110/1123.15
1,2,3-Trichioropropane
ug/L
NO
1.0
10110/1123:15
1,244-Trichlorobenzene
u91
ND
1-0
10/10/1123:15
1,2-0ibromo-3-chloropropane
ug1L
NO
&0
10/1011123-15
1,2•Dibromoethane (EDBj
ug1L
ND
1.0
10/10/11 23:15
1,2-0ichlorobenzene
ugIL
NO
1.0
10110/1123:15
1,2-Dichloroethane
ug1L
NO
1.0
10110/1123:15
1,2-Dichloropropane
ug1L
NO
1.0
1011011123:15
1,3-Dichlorobenzene
ug1L
N❑
1.0
10110/1123-15
1,3-Dichloropropane
ug/L
ND
1.0
1011011123:15
1,4-Dichlorobenzene
ugIL
NO
1.0
1011011123:15
2,2-Dichloropropane
ug/L
N❑
1.6
10/1011123-15
2•Sutanone (MEK)
ug1L
ND
5.0
10/10/11 23:15
2-Chlorotoluene
ugIL
NO
1.0
10/1011123:15
2-Hexanone
ugIL
N❑
5.0
1011011123,15
4-Chlorotoluene
ugIL
N❑
1.0
1011011123:15
4-Methyl-2-pentanone (MIBK)
ug)L
ND
5.0
10/10/11 23:15
Acetone
ugll-
ND
25.0
10/1011123:15
Benzene
ug)L
ND
1.0
1011011123:15
Bromobenzene
ug)L
N❑
1.0
1011011123:15
Bromochloromethane
uglL
ND
1.0
10/1011123:15
Bromadichloromelhane
uglL
ND
1.0
1011011123:15
Bromoform
uglL
ND
1.0
1011011123:15
Bromomethane
ugIL
ND
2.0
1011011123:15
Carbon tetrachloride
ug)L
ND
1.0
10/10/11 23:15
Chlorobenzene
ug1L
NO
1.0
1011011123715
Chloroalhane
uglL
ND
1.0
1011011123:15
Chloroform
ugIL
ND
1.0
10/10/1123:15
Chloromethane
ug/L
NO
1.0
1011011123:15
cis-1.2-Dichloroethene
ugIL
N❑
1.0
10110/1123:15
cis•i,3•Dichloroprvpene
ug1L
ND
1.0
1011011123:15
Dibromochloromethane
ug1L
NO
1.0
10/10/1123.15
Dibromomethane
ug1L
N❑
1.0
1011011123-15
Dichlorodifiuoromethane
ugIL
NO
1.0
101101112315
Diisopropyl ether
ug/L
ND
1.0
10110/11 23:15
Elhylbenzene
ug1L
ND
1.0
10110/1123:15
Date: 10/14/2011 09:06 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical
Services, Inc..
Qualifiers
Pace Analytical Services, Inc
9800 Kincey Ave. Suite 100
Huntersville, INC 28076
{704)875.9052
Page 43 of 87

11eAnalyfical"
wtinv.paealaDxram
Project. CMI WWTP
Pace Project No.: 92103792
Pace Analytical Services, tnc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
METHOD BLANK: 670246
Associated Lab Samples:
Parameter
Matrix- Water
92103792003, 92103792011, 92103792012, 92103792013
Blank Reporting
Units Result Limit
Analyzed
Hexachloro-1,3-butadiene
uglL
NO
1.0
10/10/112315
m&p-Xylene
ug1L
ND
2.0
10/1011123:15
Methyl-tert-butyl ether
ug1L
NO
1.0
10/10/11 23:15
Methylene Chloride
ug1L
NO
2.0
10/10111 23:15
Naphthalene
ug1L
ND
1.0
101101112V5
o-Xylene
uglL
NO
1.0
10/1011123:15
p-Isopropyltoluene
ug/L
NO
1.0
101101112115
Styrene
ug/L
NO
1.0
1011011123:15
Tetrachloroethene
uglL
NO
1.0
1011011123:15
Toluene
uglL
NO
1.0
1011011123:15
trans-1,2-Dichloraethene
uglL
NO
1.0
1011011123:15
trans-1,3-Dichloropropene
uglL
NO
1.0
1011011123:15
Trichloroethene
uglL
ND
1.0
10110/1123:15
Trichforofluoromethane
uglL
N❑
1.0
10/1011123:15
Vinyl acetate
uglL
ND
2.0
1011011123:15
Vinyl chloride
uglL
ND
11.0
10/10/11 23:15
1,2-Dichloroethane-d4 (S)
%
123
70-130
1011011123:15
4-Sromofluorobenzene (S)
%
94
70-130
10/10/11 23:15
Dibromofluoromethane (S)
%
123
70-130
10/10/11 23:15
Toluene -dB (S)
%
100
70-130
10110/11 23:15
Qualifiers
LABORATORY CONTROL SAMPLE;
Parameter
670247
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,1,1,2-Tetrachloroethane
uglL
50
53.2
106
70-130
1,1,1-Trichloroethane
ugll-
50
46.4
93
70-130
1,122-Tetrachloroethane
uglL
50
53.9
108
70-130
1,1,2-T0chloroethane
ug1L
50
53.4
107
70-130
141-Dichloroethane
uglL
50
46A
93
70-130
141-Dichloroe1hene
uglL
50
47.6
95
70-132
1,1-Dichloropropene
uglL
50
49A
98
70-130
1,2,3-Trichlorobenzene
ugll-
50
48.6
97
70-135
1.2,3-Trichloropropane
ug/L
50
52.3
105
70-130
1,2,4-Trichlorobenzene
ug1L
50
46.1
92
70-134
12-01bromo-3-chloropropane
ugll-
50
53.6
107
70-130
1,2-❑ibromaethane (EDB)
ug/L
50
54.5
109
70-130
1,2-Dichlorobenzene
uglL
50
51.3
103
70-130
1.2-1)ichloroethane
uglL
50
54.3
109
70-130
1,2-Dichloropropane
uglL
50
55A
110
70-130
1,3-Dichlorobenzene
uglL
50
50.3
101
70-130
1,3-Dichloropropane
uglL
50
54.5
109
70-130
1.4-Dichlarobenzene
ug/L
50
47.9
96
70-130
2,2-Dichloropropane
uglL
50
40_5
81
58-145
2-Butanone (MEK)
uglL
100
129
129
70-145
2-Chlorotoluene
uglL
50
5i,9
iO4
70-130
Date: 10/14/2011 09:06AM REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Ana lyticaI Services, Inc..
Pace Analytical Services, Inc.
9800 KinceyAve. Suile 100
Hunlersville, NC 28078
(704$75-9092
Qualifiers
Page 44 of 67

;ac e Ana Ij / tica / "
wwwv.paceiabs.ra-i
Project. CMI WVVTP
Pace Project No.: 92103792
PaceAnaiylical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc-
2 225 Riverside dr.
Asheytne, NC 28804
[phone]
QUALITY CONTROL DATA
Pace AnalyIIca I Services. Inc.
9800 KlnceyAye Suite 100
Huntersville, NC 28078
t704y875-9092
LABORATORY CONTROL SAMPLE:
Parameter
670247
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
2-Hexanone
uglL
100
99.5
100
70-144
4-Chlorotoluene
uglL
50
54.3
109
70-130
4-Methyl-2-pentanone (MIBK)
uglL
100
104
104
70-140
Acetone
uglL
100
115
115
50-175
Benzene
uglL
50
44.6
89
70-130
Bromobenzene
uglL
50
49.7
99
70.130
Bromochtoromethane
uglL
50
50.5
101
70-130
Bramodichloromethane
uglL
50
53.0
106
70-130
Bromoform
ug]L
50
47.0
94
70-130
Bromomethane
ug/L
50
23.1
46
54-1301C,L0
Carbon tetrachloride
ug/L
50
48.8
98
70-132
Chlarobenzene
ug1L
5o
50.1
100
70-130
Chloroethane
ug(L
50
51.2
102
64-134
Chloroform
ugfL
5o
57.7
115
70-130
Chloromethane
ug&
50
58.6
117
64-130
cis-1,2-Dichloreethene
uglL
50
45.9
92
70-131
cis- 1,3-Dichloroproper e
ugIL
50
49.8
100
70-130
Dibromochloromethane
uglL
50
53.3
107
70-130
Dibromomethane
uglL
50
53.0
106
70-131
Dichlorodifluoromethane
uglL
50
64.1
128
56-130
Diisapropyl ether
ug)L
50
48.0
96
70-130
Ethyibenzene
uglL
50
52.8
106
70-130
Hexachloro-1,3-butad iene
ug)L
50
47.6
95
70.130
m8p-Xylene
uglL
100
111
111
70-130
Methyl-tert-butyl ether
ug1L
50
51.0
102
70-130
Methylene Chloride
ug1L
50
56A
113
03-130
Naphthalene
uglL
50
50.8
102
70-138
o-xylene
uglL
50
49.4
99
70-130
p-IsopropyltolUene
ugll-
50
47.5
95
70-130
Styrene
uglL
50
50.5
101
70-130
Tetrachloroethene
uglL
50
48.7
97
70-130
Toluene
uglL
50
52A
105
70.130
trans-1,2-Dichloroethene
uglL
50
47.0
94
70-130
trans-1,3-Dichloropropene
uglL
50
49.3
99
70-132
Trichloroeihene
ug1L
5o
55.8
112
70-130
TrichlorofEuoromethane
uglL
50
55.3
t11
62-133
Vinyl acetate
uglL
1Dt1
90.9
91
66-157
Vinyl chbride
uglL
50
56.9
114
69-130
1,2•Dichloroefhane-d4 (S)
%
98
70-130
4-Bromaflucrobenzene (S)
%
99
70-130
Dibromofluoromethane (S)
%
95
70-130
Toluene-d8 (S)
%
99
70-130
Date: 10/14/2011 MMAM REPORT OF LABORATORY ANALYSIS Page 45 of 67
This report shall not he reproduced. except in full,
wit}tout the written consent of Pace Analytical Services, Inc

iceAnalytical"
"Wpacelahs.mm
Project: CMI WWTP
Pace Project No.: 92103792
Pace Analylical Services, Inc.
205 East Meadow Road - SuiteA
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2 22 5 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 KlnceyAve . Suite 100
Huntersyllle, NC 28078
[phone]
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
670248
610249
MS
MSD
92103792003
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc,
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Quaff
1,1-0ichloroethene
ugJL
1.0
50
50
66.2
64.4
130
127
70-166
3
Benzene
uglL
NO
50
50
48.0
48.2
96
96
70-148
0
Chlorobenzene
uglL
NO
50
50
55.0
54.2
110
108
70-146
1
Toluene
uglL
NO
50
50
57.5
56.5
115
113
70-155
2
Trichloroethene
uglL
NO
50
50
49.7
48.3
99
97
69-151
3
1,2-DichIcroethane-d4 (S)
%
118
120
70-130
4-Bromonuorobenzene (S)
%
90
91
70-130
Dibromofluoromethane (S)
%
116
118
70-130
Toluene-d8 (S)
%
93
92
70-130
Date: 10/14/2011 09:06 AM REPORT OF LABORATORY ANALYSIS Page 46 of 67
This report shall not he reproduced, except in Full,
without the written consent of Pace Analytical Services, Inc..

e
/A ? mAnalytrcal
� n�+w.p8cC18A9-Cam
Project CMI WWTP
Pace Project No.: 92103792
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden. NC 27268
1336j623-0921
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
I828)254-7176
QUALITY CONTROL DATA
QC Batch: MSV116929 Analysls Method: EPA 8260
OC Batch Method: EPA 8260 Analysis Description: 8260 MSV Low Level
Associated Lab Samples: 921037920D9
METHOD BLANK: 670724
Associated Lab Samples: 92103792009
Parameter
Matrix: Water
Blank Reporting
Units Result Limit
Analyzed
1.1.1,2-TetracNoroe lhane
ug1L
ND
1.0
10110/1122:43
1,1,1-Trichloroethana
ug1L
N❑
1,0
101101112243
1,1,2,2-Tetrachloroethane
ug1L
ND
1.0
1011011122,43
1.1,2Trichloroethane
ug1L
ND
1.0
10/10/1122:43
1,1•Dlchloroethane
ug1L
ND
1,0
1011011122:43
1,1-Dlchloroethene
ug1L
ND
1.0
10/1011122743
1,1-Dichloropropene
ug1L
ND
1.0
1011011122:43
1,2,3-Trichlorobenzene
u911-
ND
1,0
10110/1122:43
142,3-Trichloropropane
uglL
N❑
1.0
10110/1122:43
1,2,4-Trichlorobenzene
uglL
ND
1.0
1011011122:43
1,2-1)14romo-3-chforopropane
uglL
ND
5,0
1011011122:43
1,2-Dibromoethane (EDB)
ug1L
ND
1.0
10/10/11 22:43
1,2-Dichlorobenzene
ug1L
ND
1.0
1011011122:43
1,2-Dichloroethan e
uglL
ND
1,0
10/1011122:43
1,2-Dichloropropane
uglL
ND
1.0
10110/1122:43
1,3-Dichlorobenzene
uglL
ND
1.0
1011011122-43
1,3-Dichloropropane
uglL
ND
1.0
1011011122:43
1,4-Dichlorobenzene
uglL
ND
1.0
1011011122:43
2,2-Dichloropropane
ugll_
ND
1.0
10/1011122:43
2-Bulanone (MEK)
uglL
ND
5.0
10/10/11 22:43
2•Chlorotoluene
uglL
ND
1.0
1011011122:43
2-Hexanone
uglL
ND
5.0
1WI011122:43
4-Chlorotoluene
ug/L
ND
1,0
10/1011122:43
4-Methyl-2-pentanone (MIRK)
ug1L
ND
5.0
10/10/11 22:43
Acetone
ug1L
N❑
25.0
1011011122:43
Benzene
uglL
ND
1.0
1011011122,43
Bromobenzene
ug1L
ND
1.0
1011011122:43
Bromochloromethane
ug1L
ND
1.0
1011011122:43
Bromodichloromethane
ug1L
N❑
1.0
1011011122:43
Bromoform
ug1L
ND
1.0
1011011122:43
Bromomethane
uglL
ND
2.0
10/1011122:43
Carbon tetrachloride
ug1L
N❑
1.0
10/10/11 22:43
Chlorobenzene
uglL
ND
1.0
10110/1122:43
Chloroethane
uglL
ND
1.0
10/1011122:43
Chloroform
ug1L
N❑
1.0
10/10/1122-.43
Chloromethane
uglL
N❑
1.0
10/1011122:43
cis-1.2-Dichloroelhene
u91L
ND
1.0
1011011122:43
cis- 1,3-Dichloropropene
uglL
ND
1.0
10/1011122:43
Dibromochloromethane
u911.
ND
1.0
10/1011122:43
Dibromomethane
ug1L
N❑
1.0
1011011122:43
Dichlorodifiuoromelhane
uglL
ND
1.0
10/1011122-43
Diisopropyl ether
uglL
ND
1.0
1011011122:43
Elhylbenzene
ug1L
ND
1.0
1 D110111 22:43
Dale: 10/14/2011 09.06 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be
reproduced, except in full,
without the written consent of pace Analytical Services, Inc..
Qualifiers
PaceAnatyticaI Services, Inc_
9800 Kincey Ave. Suite 100
Huntersvllle, NC 28078
(794)075.%92
Page 47 of 67

aceAnaij4ical
Www.pa:elsrSs.Cnm
Project: CM WWTP
Pace Project No.: 92103792
METHOD BLANK 670724
Associated Lab Samples: 92103792009
Pate Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
(336M3.8921
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Matrix: Water
Parameter
Units
Blank
Result
Hexachloro-1,3-butadiene
uglL
1.2
m&p-Xylene
uglL
N❑
Methyl-terl-butyl ether
uglL
ND
Methylene Chloride
ug1L
ND
Naphthalene
ug1L
ND
o-Xylene
ug1L
ND
p-Isopropyltoluene
ug1L
ND
Styrene
ug1L
ND
Teirachloroethene
uglL
ND
Toluene
ug1L
ND
trans-1,2-Dichloroethene
ug1L
ND
trans-1,3-Dichloropropene
uglL
ND
Trichloroethene
ug1L
ND
TricMorofluoromethane
ug1L
ND
Vinyl acetate
uglL
ND
Vinyl chloride
ug1L
ND
1,2-Dichloroethane-d4 (S)
%
114
4- Bromoflu oro benzene (S)
%
99
Dibromofluoromethane (S)
%
103
Toluene-d8 (S)
%
105
LABORATORY CONTROL SAMPLES 670725
Parameter
1,1,1.2-Tetrachloroethane
1,1,1-Trichloroethane
1,1.2,2-TeIra chloroethane
1,1,2-Trichloroethane
11-Dichloroethane
1,1-Dichloroethene
1,1 •flichloropropene
1,2,3-Trichlorobenzene
1,2,3-Tdchloropropane
1,2,4-Trich1orobenzene
1,2-Dibroma-3-chloropropane
1,2-Dibromoethane (EDB)
12-DiOlorobenzene
1,2-Dichtoroethane
1,2-Dichloropropane
1,3-Dichtorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Butanone (MEK)
2-Chlarotoluene
10mr-.A[i[iTf[}PZFii[rk]iT:TTi►.I
Reporting
Limit
Analyzed Qualifiers
1.0
10110/1122A3 B-
2,0
10/10/11 22A3
1.0
10110/11 22A3
2A
10/1011122A3
1.0
10/10/11 22:43
1.0
10110/11 22:43
1.0
10110/11 22A3
1.0
10/10/11 22:43
1.0
10/10/11 22A3
1.0
10/10/11 22:43
1.0
10/10/11 22:43
1.0
10/10/11 22.43
1.0
10/10/11 22:43
1.0
101101112243
2.0
10/10/11 22:43
1.0
10/10/11 22A3
70-130
10/10/11 22A3
70-130
10/10/11 22:43
70-130
10/10/11 22:43
70-130
10/10/11 22:43
Units
Spike
Conc.
LCS
Result
LC5
% Rec
% Rec
Limits
uglL
5Q
57.1
114
70-130
uglL
50
47.3
95
70-130
uglL
50
59.6
119
70-130
uglL
50
53.8
108
70-130
uglL
50
51.0
102
70.130
uglL
50
52.3
105
70-132
uglL
50
52.5
105
70-130
ug1L
50
54.9
110
70-135
uglL
50
55.1
110
70-130
ug1L
50
53.3
107
70-134
ug1L
50
60.6
121
70-130
ug1L
50
55.8
111
70-130
uglL
50
54.1
108
70-130
uglL
50
59.6
119
70-130
ug1L
50
58.6
117
70-130
uglL
50
54.5
109
70-130
ug1L
50
56.2
112
70-130
uglL
50
51.2
102
70-130
uglL
50
48.9
94
58-145
ug1L
100
111
111
70-145
uglL
50
55.8
112
70-130
REPORT ❑F LABORATORY ANALYSIS
This re part shall not be reproduced, except in full,
without the written consent of Pam Arra lytical Services, tnc..
Pace AnatyticaI ServIcas. Inc.
9800 KIncey Ave. Suite 100
Hunlersville, NC 28078
[phone]
Qualifiers
Page 48 of 67

a Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
1!;a'ceAnalytical 205 East Meaduw Road - Suite A 2225 Rlverside Dr. 9 80 0 KlnceyAve. Su Re 100
nvns.parefaL�.cwrr Eden, NC 27268 Asheville, NC 28804 Huntemville, INC 28078
[phone] (8281254-7176 [phone]
QUALITY CONTROL DATA
Project; CMI WWTP
Pace Project No.: 92103792
LABORATORY CONTROL SAMPLE; 670725
Parameter
Units
Spike
Conc_
LCS
Result
LCS
% Rec
°% Rec
Limits Qualifiers
2-Hexanone
ug/L
100
110
110
7D-144
4-Chlarotoluene
ug1L
50
58.5
117
7D-130
4-Methyl•2-pentanone (MtBK)
uglL
100
107
107
70-140
Acetone
ug1L
100
112
112
50-175
Benzene
ug1L
5D
58.4
117
70-130
Bramobenzene
ug1L
50
54.3
109
7D-130
Bromochloromethane
ug/L
50
49.7
99
70-130
Bromodichloromelhane
ug/L
50
53.3
107
71H 30
Bromoforrn
uglL
50
52.6
105
70-130
Bromomelhane
ug/L
50
54.7
109
54-130
Carbon tetrachloride
uglL
50
53.8
108
70-132
Chlorobenzene
uglL
50
55.1
110
7D-130
Chloroethane
ug1L
5o
64.7
129
64-134
Chloroform
ug/L
50
50.8
102
70-130
Chloromethane
ug/L
50
53.3
107
64-130
cis- 1,2-Dichloroethene
ug1L
50
51.0
102
70-131
cis-1,3-Dichloropropene
ug1L
50
59.1
118
70-130
Dibromochloromethane
ug1L
50
53.6
107
70-130
Dibromomethane
uglL
50
52.7
105
70-131
Dichlorodifluoromethane
ug/L
50
54.4
109
56-130
Diisopropyl ether
ug1L
50
52.9
106
70-130
Ethylbenzene
ug1L
50
55.2
110
70-130
Hexachlaro-1,3-butadiene
ug/L
50
53.6
107
70-130
m&p-Xyiene
ug1L
100
110
110
70-130
Melhyl-tert-butyl ether
ug1L
50
53.2
106
70-130
Methylene Chloride
uglL
50
57,0
114
63-130
Naphthalene
uglL
50
50.1
100
70-138
a-Xylene
ug1L
50
56.6
113
7D-130
p-Isopropyltoluene
uglL
50
55.6
111
70-130
Styrene
ug1L
50
59.4
119
70-130
Tetrachloroelhene
ug1L
50
51.3
103
70.130
Toluene
ug1L
50
53.7
107
7D-130
trans-1,2-Dichloroethene
ug1L
50
49.5
99
7D-130
trans-1,3-Dichloropropene
uglL
50
59.6
120
70-132
Trichloroethene
uglL
50
58.0
116
70.130
Trichlorofiuoramethane
uglL
50
54.0
108
62-133
Vinyl acetate
uglL
100
101
101
66-157
Vinyl chloride
u91L
50
57.3
115
69-i30
1,2-Dichloroelhane-dill (S)
%
105
70-130
4-Bromonuorobenzene (S)
%
104
70-130
Dibromonuorometharie (S)
%
94
70-130
Toluene-d8 (S)
%
102
70-130
Date? 10/14/2011 09:06 AM REPORT OF LABORATORY ANALYSIS Page 49 of 67
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

e Pace Analytical Services, Inc. Pace Analytical Services, Inc - Pace Analytical Services, Inc
aceAnalytical 205 East Meadow Road - Suite A 2225 Riverside Dr 9800 KinceyAve. SuNa 100
ammpirrlabs com Eden, NC 27288 Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone] [phone]
QUALITY CONTROL DATA
Project: CMI WWTP
Pace Project No.: 92103792
OC Batch: MSV116939 Analysis Method: EPA 8260
QC Batch Method: EPA 8260 Analysis Description: 8260 MSV Low Level
Associated Lab Samples; 92103792002, 92103792007, 92103792008
METHOD BLANK: 671139 Matrix: Water
Associated Lab Samples: 92103792002, 92103792007, 92103792008
Parameter
Blank
Units Result
Reporting
Limit
Analyzed
1.1,1,2-TeIre chloroethane
ug/L
ND
1.0
1011211100-.02
1,1,1-TricNoroethane
uglL
ND
1.0
10/1211100:02
1,1.2,2-TeIra chloroethane
ug/L
ND
1.0
10/1211100:02
11,2-Trichlaroethane
ug/L
ND
1.0
1011211100:02
1,1-Dichloroethane
uglL
ND
1-0
10/1211100:02
1,1-Dichloroethene
ug1L
NO
1.0
10/1211100,02
1,1-Dichloropropene
ug/L
NO
1.0
1011211100:02
1,2,3-Trichlorobenzene
uglL
NO
1.0
10/12/1100:02
1,2,3-Trichloropro pane
uglL
NO
1.0
10/12/1100:02
1,2,4-Trichlorobenzene
ug/L
ND
1.0
10/1211100:02
1,2-Dibromo-3-chlorapropane
uglL
NO
5.0
10/12/1100,02
1,2-Dibramoethane (EDB)
uglL
NO
1-0
10/12/11 00:02
1,2-Dichicrobenzene
ug/L
NO
1.D
10/1211100:02
1,2-Dichloroethane
uglL
NO
1.0
10/1211100:02
1,2-Dichloropropane
uglL
NO
1-0
1011211100:02
1,3-Dichiorobenzene
uglL
NO
1,10
10/1211100:02
1,3-Dichloropropane
ug/L
NO
1.0
10/12/1100:02
1,4-Dichlorobenzene
ug/L
NO
1.0
1011211100:02
2,2-Dichloropropane
ug)L
NO
1.0
1011211100:02
2-Butanone (MEK)
ug/L
NO
5-0
10/12/11 00:02
2-Chlorotoluene
ug/L
NO
1-0
10/12/1100:02
2-Hexanone
uglL
ND
5.0
10112/1100:02
4-Chlorotoluene
uglL
NO
1.0
10/121-1100.02
4- Methyl -2-pentanon e (MIRK)
ug/L
N❑
5.0
1D(12111 00:02
Acetone
ug1L
NO
25-0
10/12/1100:02
Benzene
ug/L
ND
1.0
10112/1100:02
Bromobenzene
uglL
NO
1.0
101ID1100:02
Bromochloromethane
ug)L
ND
1.0
10/12/1100:02
Bromodichloromethane
uglL
ND
1.0
1011211100:02
Bromoform
ug/L
NO
1.0
1011211100:02
Bromomethane
ug1L
NO
2.0
1011211100:02
Carbon tetrachloride
uglL
ND
1.0
10/1211100:02
Chlorobenzene
uglL
NO
1.0
10/1211100:02
Chloroethane
uglL
NO
1.0
10/1211100:02
Chloroform
ugJL
ND
1.0
10/1211100:02
Chloromethane
uglL
ND
1.0
10/1211100.-02
cis-1,2-Dichloroethene
uglL
NO
1-0
1011211100:02
cis- 1, 3- Dich loropropene
uglL
NO
1.0
1011211100:02
Dibromochloromethane
uglL
ND
1.0
1011211100.02
Dibromomethane
uglL
NO
1.0
1DJ1211100:02
Dichlorodinuoromethane
ug1L
NO
1-0
1011211100.02
Diisapropyl ether
uglL
NO
1,0
10(12/11 00:02
Ethylbenzene
uglL
ND
1-0
10)1211100:02
Date: 10/14/2011 09:06 AM
REPORT OF LABORATORY ANALYSIS
ThIs report shall not be
reproduced, except in Full,
without the written consent of Pace Analytical Services, Inc
Qualifiers
Page 50 of 67

aceAnalyllcala
xuw.pa;el.b.q-C m
Project CM I wwrP
Pace Project No.. 92103792
Pace Analytical Services, Inc.
205 East M ea dow Road - Suite A
Eden, NC 27288
(3381523-8921
Pace Analytical Services, Inc.
2225 Riverside Dr
Asheville, NC28804
[phone]
QUALITY CONTROL DATA
METHOD BLANK' 671139
Associated Lab Samples:
Parameter
Matrix:
92103792002. 92103792007, 92103792008
Blank
Units Result
Water
Reporting
Limit
Analyzed
Hexachtoro-1.3-butadlane
uglL
NO
1.0
1011211100:02
m&p-Xylene
ug1L
ND
2.0
1011211100:02
Methyl-terl-bulyl ether
ug1L
ND
1.0
10/12111 00:02
Methylene Chloride
uglL
NO
2.0
10/12/11 00:02
Naphthalene
u91L
ND
1.0
10112/1100;02
o-Xyiene
ugll_
N❑
1.0
10112J1100:02
p-Isopropyltoluene
uglL
N❑
1.0
1011211100:02
Styrene
ug/L
ND
1.0
1011211100,02
Telrachloroethene
uglL
NO
1.0
10/12111 00:02
Toluene
ug1L
NO
1.0
1011211100:02
trans- l,2-Dichiaroethene
uglL
ND
1.0
1011211100,02
trans- l,3-Dichloropropene
uglL
N❑
1.0
10/1211100:02
Trichloroethene
ug1L
ND
1.0
1011211100:02
Trichlarofluoromethane
ug1L
ND
1.0
10112/1100:02
Vinyl acetate
ug1L
ND
2.0
10/12111 00,02
Vinyl chloride
uglL
ND
1.0
10/12/11 00:02
1,2-Dichloroethane-64 (S)
%
123
70-130
10/12/11 00:02
4-Bromofluorobenzene [S]
%
95
70-130
10/12/11 OQ02
Dibromonuoromethane (5)
%
122
70-130
10/12/11 00:02
Toluene-d8 (S)
%
100
70-130
10/12/11 00:02
Qualifiers
LABORATORY CONTROL SAMPLE-
Parameter
671140
Units
Spike
Conc.
LCS
Result
LCS
°% Rec
°% Rec
limits
1.1,1,2-Tetrachloroethane
ug1L
50
52.6
105
70-130
1,1,1-Trichloroethane
uglL
50
45.5
91
70-130
1,1,2,2-Tetrachloroethane
uglL
50
54.0
108
70-130
1,1,2-Tdchloroethane
uglL
50
53.5
107
70.130
1,1-Dichloroetharie
ug1L
50
45.8
92
70-130
1,1-Dichloroethene
uglL
50
47.3
95
70-132
1,1-Dichloropropene
uglL
50
47.9
96
70-130
1,2,3-Tdchlorobenzene
uglL
50
48.4
97
70-135
1,2,3-Tdchloropropane
ug1L
50
51.9
104
70-130
12,4-Trichlorobenzene
ug1L
50
45.4
91
70-134
12-Dibromo-3-chloropropane
uglL
50
53.1
106
70-130
1,2-Dibromoethane (EDS)
ug1L
50
54.1
108
70-130
1,2-Dichlorobenzene
ug1L
50
51.1
102
70-130
1,2-Dichloroethane
uglL
50
53.7
107
70-130
1,2-Dichloropropane
ug1L
50
54.1
1D8
70-i30
1,3-Dichlorobenzene
ug1L
50
50.2
100
70-130
1,3-Dichloropropane
uglL
50
54.4
109
70-130
1,4-Dichlorobenzene
ug1L
50
47.7
95
70-130
2,2-Dichloropropane
ug/L
50
38.9
78
58-145
2-Butanone (MEK)
uglL
100
112
112
70-145
2-Chlorotoluene
ug1L
50
51.9
104
70.13D
Date. 10/14/2011 09-06AM REPORT OF LABORATORY ANALYSIS
This report shall nut be reproduced. except In full.
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc
P800 KinceyAve, Suite 1t70
Huntersvitle, NC 28078
[phone]
Qualifiers
Page 51 of 67

a Pace Analytical Services, He. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceAnalyflcal 265 fast Meadow Road - Suite A 2225 Riverside Dr 98ot} KinceyAve. Suite 100
emn.pacelats Eden. NIC 27288 Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone] [phone]
QUALITY CONTROL DATA
Project: CM I WYVTP
Pace Project No.: 92103792
LABORATORY CONTROL SAMPLE: 671140
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec. Limits Qualifiers
2-Hexanone uglL 100 97.4 97 70-144
4-Chlorotoluene ug1L 50 53.9 108 70-130
4-Methyl-2-pentanone (MIRK) ug1L 100 103 103 70-140
Acetone uglL 100 107 107 50-175
Benzene ug1L 50 44.8 90 70-130
Bromobenzene uglL 50 49.1 98 70-130
Bromochloromethane uglL 50 49.8 100 70-130
Bromodichloromethane ug1L 50 52.3 105 70-130
Bromofarm uglL 50 46.4 93 70-130
Bromomethane ug1L 50 30.1 00 54-130IC
Carbon tetrachloride ug1L 50 47.8 96 70-132
Chlorobenzene uglL 50 50.2 100 70-130
Chloroelhane uglL 50 53.7 107 64-134
Chloroform uglL 50 57.5 115 70.130
Chloromethane uglL 50 59.9 120 64-130
cis-1,2-Oichloroethene uglL 50 45A 90 70-131
cis-1,3-0ichloropropene uglL 50 49.6 99 70.130
Dibromochloromethane uglL 50 52.9 106 70-130
Dibromomethane uglL 50 53.0 106 70-131
Dichlorodinuoromethane uglL 50 68.8 138 56-130 LO
Dlisopropyl ether uglt 50 46.7 93 70-130
Ethylbenzene uglL 50 52,5 105 70-130
Hexachloro-1,3-butadiene ug1L 50 46.6 93 70-130
m&p-Xylene uglL 100 108 108 70-130
Methyl-teri-butyl ether uglL 50 49.6 99 70-130
!Methylene Chloride ug1L 50 55.6 111 63.130
Naphthalene ug1L 50 50.6 101 70-138
o-Xylene ug1L 50 48.5 97 70-130
p-Isopropyltaluene uglL 50 47.5 95 70-130
Styrene uglL 50 50.0 100 70-130
Tetrachloroethene uglL 50 48.2 96 70-130
Toluene uglL 50 52.2 104 70-130
trans•1,2-Dichloroethene ug1L 50 45.9 92 70-130
trans- 1,3•Dichloropropene uglL 50 49.0 98 70-132
Thchloroethene uglL 50 55.8 112 70-130
Trichlorofluoromelhane ug1L 50 55.2 110 62-133
Vinyl acetate uglL 100 88.4 88 66-157
Vnyl chloride uglL 50 57.2 114 69-130
i,2-01chloroethane-d4 (S)i % 96 70-130
4-Bromoiluorobenzene (S) %c 99 70-130
Dibromonuoromelhane (S) % 93 70-130
Toluene-d8 (S) %c 100 70-130
Dale: 1011412 01109.06 AM REPORT OF LABORATORY ANALYSIS Page 52 of 67
This report shalt nol he reproduced, except in full,
without the writlem Consent of Pace Analytical Services, Inc

aCeAnalyllca('
nxw,pace+a65.com
Project: CMI WWTP
Pace Project No.: 92103792
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden. NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc,
9800 I[insey Ave. Suite 100
Huntersville, NC 25078
[phone]
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
671141
671142
MS
MSD
92103911003
Spike
Spike
MS
MSD
MS
MSD
% Rec.
Parameter
Units
Result
Cane,
Cone.
Result
Result
% Rec
% Rec
Limits
RPD Qua)
1,1-Dichloroethene
uglL
ND
50
50
51.5
54.7
103
109
70-160
6
Benzene
uglL
GAW
50
50
40.0
42.0
79
83
70-148
5
Chlorobenzene
ugJL
4.0
50
50
48_8
52.9
90
98
70-146
8
Toluene
uglL
ND
50
50
44.5
49.1
89
98
70-155
10
T6chlaroelhene
uglL
ND
50
50
37A
41.5
75
83
69-151
11
1,2-Dichloroethane-d4 (S)
%
121
120
70-130
4-Bromofluorobenzene (S)
%
89
88
70-130
Dibromotluoromethane (S)
%
118
117
70-130
Toluene-d8 (S)
%
93
92
70.130
Date- 10/14/2011 09:06AM REPORT OF LABORATORY ANALYSIS Page 53 of 67
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services. Inc..

aceRnaly ical-
www.pac0abs.eom
Project: CMI WW-TP
Pace Project No.: 92103792
Pace Analytical Services, Inc.
205 East Meadow Road - Sul teA
Eden, NC 27288
[phone]
Pace Analyfical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
[QUALITY CONTROL DATA
QC Batch: MSV116943 Analysis Method: EPA 8260
QC Batch Method: EPA 8260 Analysis Description: 8260 MSV Law Level
Associated Lab Samples: 92103792004, 92103792005, 92103792006
METHOD BLANK 6711589 Matrix: Water
Associated Lab Samples: 92103792004, 92103792005, 92103792006
Blank Reporting
Parameter Units Result Limit
1,1.1,2-Tetrachloroethane
ug/L
ND
1,1,1-Trichloroethane
ug/L
ND
1,1,2.2-Tetrachtoroethane
ug/L
N❑
1,1,2-Trichloroethane
ug/L
N❑
1,1-Dichloroethane
u91L
ND
1,1-Dichloroethene
ug/L
ND
1.1-Dichloropropane
ug/L
ND
1,2,3-Trichlorobenzene
ug1L
ND
1,2,3-Tdchloropropane
ug/L
N❑
1,2,4-Tdchiorobenzene
ug/L
ND
1,2-Dibromo-3-chloropropane
ug/L
ND
1,2-Dibromoethane (EDB)
ug/L
ND
1,2-Dichlorobenzene
ug/L
ND
1,2-Dichloroethane
ug/L
N❑
1,2-Dichloropropane
ug/L
ND
1,3-Dichlorobenzene
uglL
ND
1,3-Dichloropropane
ug/L
ND
1,4-Dichlorobenzene
ug/L
ND
2,2-Dichloropropane
ug/L
ND
2-Butanone (MEK)
uglL
ND
2-Chlorotoluene
uglL
ND
2-Hexanone
ug/L
ND
4-Chlorotoluene
uglL
ND
4-Methyl-2-pentanone (MIBK)
uglL
ND
Acetone
uglL
ND
Benzene
ug/L
ND
Bromobenzene
uglL
ND
Bromochloromethane
uglL
ND
Bromodichloromethane
ug1L
ND
Sromotorm
ug/L
ND
Bromomethane
ug/L
ND
Carbon tetrachloride
ug/L
ND
Chiorobenzene
ug1L
ND
Chloroethane
ug/L
ND
Chloroform
ug/L
N❑
Chloromethane
ug/L
ND
cis-1,2-Dichloroethene
ug1L
ND
cis-1,3-Dichloropropene
uglL
ND
Dibromochloromethane
uglL
ND
Dibromomethane
ug/L
ND
Dichlorodifluorometharle
ug1L
ND
Diisopropyl ether
ug/L
ND
Ethylbenzene
ug/L
ND
Analyzed
1.0
10/12/11 12:04
1.0
10/12/11 12:04
1.0
10/12/11 12:D4
1.0
10//2111 12:04
1.0
10/12/11 12;04
1.0
10/12/11 12:04
1.0
1 D112111 12:04
1,0
10/12/11 12:04
1.0
10/12111 12:04
1,0
10/12/11 12:04
5.0
10/12/11 12:04
1.0
10/12/11 12:04
1.0
10/12/11 12:04
1.0
10/12/11 12:04
1-0
10/12/11 12:04
1.0
10112/11 12:04
1.0
10/12/11 12:04
1-0
10/12/11 12:04
1.0
10112/11 12:04
5.0
10112/11 12:04
1.0
10/12/11 12:04
5.0
10/12/11 i 2:04
1.0
10/12/11 12:04
5.0
10/12/11 12:04
25,0
10112/11 12:04
1.0
10/12/11 12.04
1.0
10/12/11 12:04
1.0
10112/11 12:04
1.0
10/12/11 12:04
1.0
10112/11 12-04
2.0
10112/11 12:04
1.0
10/12/11 12:04
1,0
10/12/11 12.04
1.0
10/12/11 12:04
1.0
10/12111 12:04
1.0
10/12/11 12:04
1.0
10/12/11 12:04
1.0
10112111 12:04
1.0
10/12/11 12,04
1.0
10112/11 12:04
1.0
10112/11 12:04
1.0
10/12/11 12,04
1-0
10/12/11 12:04
Oualiliers
Pace Analytical Services, Inc.
9800 KInceyAve. Suite 700
i-luntersvlle, NC 28078
[phone]
Dale: 10/14/2011 09:06 AM REPORT OF LABORATORY ANALYSIS Page 54 of 67
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc..

1!;a'ce Analytical
nwn.parele5s.ra.n
Pace Analytical Services. Inc.
205 East Meadow Road - SVke A
Eden, NC 27288
(3M)623-8921
Pace Analyticat Services, Inc.
2225 RiversWe Or
Ashev 31e, NC 28&D4
[phone]
QUALITY CONTROL DATA
Project CMI WWTP
Pace Project No.: 92103792
METHOD BLANK671689
Matrix:
Water
Associated Lab Samples: 92103792004, 92103792005, 92103792006
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed
Hexachloro-1,3-buladiene
uglL
NO
1.0
1011211112:04
m&p-Xylene
uglL
NO
2.0
1011211112:04
Methyl-tert-butyl ether
uglL
NO
1.0
10/12/11 12:04
Methylene Chloride
uglL
NO
2.0
10/12/11 12704
Naphthalene
uglL
NO
1.0
10/12/11 12:04
o-Xylene
uglL
NO
1 X
101121l1 12:04
p-lsopropylioluene
uglL
NO
1.0
10/12111 12:04
Styrene
ug1L
NO
1.0
10/12/11 12 04
Tetrachlorcethene
uglL
NO
1.0
10112/11 12:D4
Toluene
uglL
NO
1.0
10/12/11 12,04
trans-1,2-Dichloroethene
ug/L
ND
1.0
10112/1112�04
trans-1,3-Dichiaropropene
uglL
NO
1.0
10/1211112:04
Trichloroethene
uglL
NO
1.0
1011211112:04
Trichloronuoromethane
uglL
ND
1.0
1011211112A4
Vinyl acetate
uglL
NO
2.0
10/12/11 12:04
Vinyl chloride
uglL
NO
1.0
10/12/11 12:04
1,2-Dichloroethane-d4 (S)
%
118
70.130
10/12/11 12:04
4-Bromofluorobenzene (S)
%
94
70-130
10/12/11 12.04
Oibromofluoromethane (S)
%
115
70.130
10112/11 12:04
Toluene-d8 (S)
%
100
7D-130
10/12/11 12:04
Qualifiers
LABORATORY CONTROL SAMPLE:
Parameter
071690
Units
Spike
Cone.
LCS
Result
LCS
% Rec
% Rec
Limits
1,1,1,2-Tetrachloroethane
uglL
50
53.2
106
70-130
11,1-Trichloroethane
uglL
50
45.0
90
70.130
1,1.2,2-Tetrachloroethane
uglL
50
54A
108
70-130
1,1,2-TricNoroethane
uglL
50
51A
103
70-130
11-Dichloroelhane
uglL
50
44.9
90
70-130
1,1-Dichloroethene
uglL
50
46.0
92
70-i32
1,1-Oichloropropene
uglL
50
47.5
95
70-130
1,2.3-Trichlorobenzene
uglL
50
49.2
98
70-135
1,2,3-Trichloropropane
uglL
50
51.8
104
70-130
1,2,4-Trichlorobenzene
uglL
50
47.5
95
70-i34
1,2-Dibromo-3-chloropropane
uglL
50
53.2
106
70-130
1,2•Dibromoethane (EDB)
ug)L
50
54.0
108
70-130
1,2-Dichlorobenzene
uglL
50
52.7
105
70-130
1,2-Dichloroelhane
uglL
50
51.5
103
70-130
1,2-Dichloropropane
uglL
50
52.6
105
70.130
1,3-Dichlorobenzene
uglL
50
51.9
104
70-130
1,3-Dichlompropane
uglL
50
54.1
108
70-130
1,4-Dichlorobenzene
uglL
50
49.8
100
70-130
2,2•Dichloropropane
ug1L
50
45.3
91
58-145
2-Butanone (MEK)
ug1L
100
113
113
70-145
2-ChlorotDluene
ug1L
50
54.2
108
70-130
Pace Analytical 5arvices. Inc.
9800 KinceyAve . Suite 100
Huntersv3e, NC 28076
(704)675-9D92
Qualifiers
Date* 10/14/2011 09:06 AM REPORT OF LABORATORY ANALYSIS Page 55 of 67
This report shall not be reproduced, except in full,
wlthoul the written Consent of Pace Analytical Servlce5, 1nt..

�. Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
11�aceAnalytical 205 East Meadow Road - Suite A 2225 Riverside dr 9800 KinceyAve. Suile 100
aww.pacetabs.mm Eden, NC 27288 Asheville, NC 28804 Huntersvllle, NC 26078
[phone] [phone] [phone]
QUALITY CONTROL DATA
Project: Cm WW P`
Pace Project No.: 92103792
LABORATORY CONTROL SAMPLE: 671690
Parameter
units
Spike
Canc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
2-Hexanone
siglL
100
96,7
97
70-144
4-Chlorotoluene
uglL
50
55,8
112
70.130
4-Methyl-2-pentanon e (MIBlt)
uglL
100
98.7
99
70-140
Acetone
uglL
100
119
119
50-175
Benzene
uglL
50
46.8
94
70-130
Bromobenzene
uglL
50
50.5
101
70-130
Bromochloromethane
uglL
50
48A
96
70-130
Bromodichloromethane
uglL
50
51.1
102
70-130
BromoforM
uglL
50
46.5
93
70-130
Bromvmethane
uglL
50
31.2
62
54.130
Carbon tetrachloride
uglL
50
47.4
95
70-132
Chlorobenzene
uglL
50
50.5
101
70-130
Chloroethane
uglL
50
50.7
101
64-134
Chloroform
uglL
50
55.8
112
70-130
Chloromethane
uglL
50
56.8
114
64-130
cis-1,2-Dichloroethene
uglL
50
44.5
89
70-131
cis-1,3-Dichloropropene
uglL
50
49.5
99
70-130
Dibromochloromethane
uglL
5fl
52.7
105
70-130
Dibromomethane
u911-
50
50.7
101
70-131
Dichlorodifluoromethane
uglL
50
67.3
135
56-130 L3
Diisopropyl ether
uglL
50
45.7
91
70-130
Ethylbenzene
uglL
50
52.6
105
70-130
Hexachloro-1,3-butadiene
ugll-
50
50.7
101
70-130
m&p-Xylene
uglL
100
110
110
70-130
Methyl -tent -butyl ether
uglL
50
48.0
96
70-130
Methylene Chloride
uglL
50
53,9
108
63-130
Naphthalene
uglL
50
51.0
102
70-138
o-Xylene
uglL
50
48.5
97
70-130
p-Isopropylloluene
uglL
50
49.4
99
70-130
Styrene
uglL
50
50.7
101
70-130
Tetrachlorcethene
uglL
50
49,6
99
70-130
Toluene
uglL
50
51.1
102
70-130
trans-1,2-Dichloroethene
uglL
50
44.8
90
70-130
trans- 1,3-Dichloropropene
uglL
50
49,2
98
70-132
Trichloroethene
uglL
50
53.7
107
70-130
Trichlorofluoromelhane
uglL
50
55.4
111
62-133
Vinyl acetate
uglL
100
9U
90
66-157
Vinyl chloride
uglL
50
55.5
ill
69-130
1,2-Dichloroethane-d4(6)
%
97
70-130
4-Bromofluorobenzene (S)
0/0
99
70-130
Dibromofluoromelhane (S)
%
95
70-130
Toluene-d8 (S)
%
99
70-130
Date: 10/14/2011 09:06AM REPORT OF LABORATORY ANALYSIS Page 56 of 67
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAna1j4ical
www. pace abs. wrr
Project: CMI WWTP
Pace Project No.: 92103792
Pace Analytical Services, Inc.
205 East hie"ow Road - Suite A
Eden, NC 27288
(336)623-892 i
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services. Inc.
9800 KlnmyAve. Suile 10t3
Hvntersville, NC 28078
[phone]
MATRIX SPIKE & MATRIX SPIKE DUPLICATE-
671691
071692
MS
MSD
92103924002
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Cone,
Conc.
Result
Result
% Rec
% Rec
Limits
RPD oval
1,1-Dichloroethene
ug/L
ND
50
50
56.4
58.1
113
116
70-166
3
Benzene
ug1L
ND
50
50
51.9
46.5
104
93
70-148
11
Chlorobenzene
ug1L
ND
50
50
5316
52M
107
106
70-146
1
Toluene
ug/L
N❑
50
50
53.4
52.6
107
105
70-155
1
Trichloroethene
ug/L
N❑
50
50
49.9
481
100
97
69.151
2
1,2-01chloroethane-& (S)
%
ill
116
70-130
4-8romofluorobenzene (S)
%
92
91
70-130
Dibromofluoromethane (S)
%
105
109
70-130
Toluene-d8 (S)
%
93
92
70-130
Date: 10/14/2011 09-.06AM REPORT OF LABORATORY ANALYSIS Page 57 of 67
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc.

s.
aceAnalXical
� nxwpacelabs.mm
Pace Analytical Services, Inc.
205 East Meadow Road - Suile A
Eden, NC 27289
[phone]
Pace Analytical Services, Inc.
2225 Riverside Cr
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Hunlersville, NC 28078
[phone]
Project: CMI WWTP
Pace Project No..- 92103792
OC Batch: WET118187 Analysis Method: SM 2320B
OC Balch Method: SM 2320B Analysis Description: 2320B Alkalinity
Associated Lab Samples: 92103792001, 92103792002, 92103792003, 92103792004, 92103792005, 92103792006. 92103792007,
92103792008.92103792009
METHOD BLANK: 670819 Matrix: Water
Associated Lab Samples7 921037132001, 92103792002, 92103792003, 92103792004, 92103792005, 92103792006, 92103792007,
92103792008,92103792009
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Alkalinity, Total as CaCO3 mg/L NO 5.0 10/11/11 10:30
Alkalinity,81carbonate (CaCO3) mg1L NO 5.0 10/11/11 10:30
LABORATORY CONTROL SAMPLE-. 670820
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Alkalinity, Total as CaG03 mg1L 50 50.0 100 90-110
Alkalinity,Bicarbonate (CaCO3) mglL 8.3
SAMPLE DUPLICATE: 670821
Parameter Units
Alkalinity, Total as CaCO3 mg1L
Alkalinily,Bicarbonale (CaCO3) mg1L
92103486002 Qup
Result Result RPD Qualifiers
335 339 1
339 1
SAMPLE DUPLICATE: 670822
92103792008 Dup
Parameter Units Result Result RPD ❑ualiflers
Alkalinity, Total as CaCO3 mg/L 72.9 66.7 9
Alkalinity,Biearbonate (CaG03) mg1L 72.9 66.7 9
Date: 10114/2011 09:06 AM REPORT OF LABORATORY ANALYSIS Page 58 of 67
This report shall riot he reproduced, except in full,
wilhoul the written consent or Pace Analytical Services. Inc..

117;'a'ceAnalyfical
www.pacefa8s.cnm
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden. NC 27208
[phone]
Pace Analytical Services, tnc.
2 22 5 Riverside ❑r.
Asheville, NC 28804
[phone]
DUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 K[ ncey Ave. Suite TOO
Huntersville, NC 28078
(704)875-9D92
Project: CMI WWTP
Pace Project No. 92103792
QC Batch: WET118171 Analysis Method; SM 2540C
❑C Batch Method: SM 2540C Analysis Description: 2540C Total Dissolved Solids
Associated Lab Samples: 92103792001, 92103792002, 92103792003, 92103792004, 92103792005, 92103792006, 92103792007,
92103792008,92103792009
METHOD BLANK: 670263 Matrix: Water
Associated Lab Samples: 92103792001, 92103792002, 92103792003, 92103792004, 92103792005, 92103792006, 92103792007,
92103792008,92103792009
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Dissolved Solids mg1L NO 25.0 10107/11 16-33
LABORATORY CONTROL SAMPLE: 670264
Spike LCS LC5 % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Total Dissolved Solids mg1L 250 256 102 80-120
SAMPLE DUPLICATE: 670265
Parameter
Total Dissolved Solids
92103792001 pup
Units Result Result
mg1L 482 479
RPD (Qualifiers
1
Date: 10/14/2011 09:06AM REPORT OF LABORATORY ANALYSIS Page 59 of 67
This report shall not he reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

1!;a'c le Analyfica /
"
• Mom'-AdCElabs. FOm
Pace Analytical Services, Mr.
205 East Meadow Road - Suite
Eden, NC 2 72 88
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 1o0
Hunlersville, NC 28078
[phone]
Project: CMI WWTP
Pace Project No.: 92103792
CC Batch: WET118158 Analysis Method: SM 3500-Fe D#4
QC Batch Method. SM 35D0-Fe D#4 Analysis Description: Iron, Ferrous
Associated Lab Samples: 92103792001, 92103792002. 92103792D03, 92103792004. 92103792005, 92103792006, 92103792007,
92103792008,921037920D9
METHOD BLANK 669771 Matrix: Water
Associated Lab Samples: 92103792001, 92103792002, 92103792003, 92103792004, 92103792005, 921037920D6, 921037920D7,
92103792008,92103792009
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Iron, Ferrous mg/L ND d.50 10/10/11 16A8 N2
LABORATORY CONTROL SAMPLE: 669772
Spike
Parameter Units Conc.
Iron, Ferrous mg/L 1.5
SAMPLE DUPLICATE: 669773
Parameter
Iron. Ferrous
LCS LCS % Rec
Result °% Rec Limits Qualifiers
1.6 105 90-110 N2
92103587001 Dup
Units Result Result
mg/L NO ND
RPD Qualifiers
N2
Date: 10/14/2011 09 06 AM REPORT OF LABORATORY ANALYSIS Page 60 of 67
This report shall not be reproduced, except In Full,
wilhoul. the wrltten consernl or Face Ana local Services, inc..

Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
/'ceAnalyfical"' a205 Easl Meadow Road - 5uite A 2225 Riverside Dr. 9800 KinceyAve. Suite ili0
www.pacetabs.com Eden, NC 27288 Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone] t704j875.9092
QUALITY CONTROL DATA
Project: CMI WWTP
Pace Project No.. 92103792
QC Batch: WET11817a
Analysis Method: SM 45fl0-S2❑
❑C Batch Method: SM 4500-52D
Analysis Description, 450DS2D Sulfide Water
Associated Lab Samples: 92103792001, 92103792002,
92103792003, 92103792004, 92103792005, 92103792006. 92103792007,
92103792008,92103792009
METHOD BLANK: 670418
Matrix: Water
Associated Lab Samples: 92103792001, 92103792D02,
92103792003. 92103792004, 92103792005, 92103792006, 92103792007.
92103792008,92i03792009
Blank Reporting
Parameter Units
Result Limit Analyzed Qualifiers
Sulfide mg/L
ND 0A 0 10/08/11 12:00
LABORATORY CONTROL SAMPLE: 670419
Spike LC5 LCS % Rec
Parameter Units
Canc. Result % Rec Limits Qualifiers
Sulfide mglL
.5 0.52 104 90-110
MATRIX SPIKE SAMPLE: 670420
92103587001 Spike MS MS % Rec
Parameter Units
Result Conc. Result % Rec Limits Qualifiers
Sulfide mg1L
NO .5 0.39 78 75-125
SAMPLE DUPLICATE, 670421
92103587001 Dup
Parameter Units
Result Result RPiD Qualifiers
Sulfide mg1L
ND ND
Date. 10114/2011 09:06 AM REPORT OF LABORATORY ANALYSIS Page 61 of 67
This report shall not he reproduced, except In full,
without the written consent of Pare Analytical Services, Inc..

® Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical 5ervices, Inc.
117aceAnalytreal 205 Easl Meadow Road - Suite A 2225 Riverside Dr. 9800 KinceyAve. Suite 100
paselQAstnrr Eden, NC 27288 Asheville, NC 28804 Huntersviile, PVC 28078
WWW(336)623-8921 [phone] [phone]
QUALITY CONTROL DATA
Project: CMl WWTP
Pace Project No.: 92103792
QC Batch. WETAI10688
Analysis Method: EPA 300.0
QC Batch Method: EPA 300.0
Analysis Description: 300.0 IC Anions
Associated Lab Samples: 92103792001, 92103792002,
92103792003, 92103792004. 92103792005, 92103792006, 92103792007,
92103792008,92103792009
METHOD BLANK: 669157
Matrix: Water
Associated Lab Samples: 92103792001, 92103792002,
92103792003. 92103792004, 92103792005, 92103702006, 02103792007,
92103792008,92103792009
Blank Reporting
Parameter
Units
Result Limit Analyzed Qualifiers
Sulfate
mg/L
NO 5.0 10/0711115:48
LABORATORY CONTROL SAMPLE:
669158
Spike LCS LCS % Rec
Parameter
Units
Conc. Result % Rec Limits Qualifiers
Sulfate
mg/L
20 19A 97 90-110
MATRIX SPIKE SAMPLE:
669159
92103792001 Spike MS MS °% Rec
Parameter
Units
Result Conc. Result % Rec Limits Qualifiers
Sulfate
mg1L
NO 20 20.9 97 90-110
MATRIX SPIKE SAMPLE:
669101
92103698002 Spike MS MS % Rec
Parameter
Units
Result Conc- Result °% Rec Limits Qualifiers
Sulfate
mg1L
117 20 175 289 90-110 M6
SAMPLE DUPLICATE- 669160
92103792001 ❑up
Parameter
Units
Result Result RPD Qualifiers
Sulfate
mglL
ND ND
SAMPLE DUPLICATE: 669162
92103698002 ❑up
Parameter
Units
Result Result RPD Qualifiers
Sulfate
mg1L
117 117 0
Date: 10/14/2011 09:06AM REPORT OF LABORATORY ANALYSIS Page 62 of 67
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc-.

- aceAnaVica1"
wwwpaceiaLs.cnm
i
Project: CMI WWTP
Pace Project No.: 92103792
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, INC 272B8
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kin cey Ave. Suite 100
Huntersville, NC 28018
t7041875-9092
OC Batch: WLTA110687 Analysis Method: EPA 353.2
QC Batch Method: EPA 353.2 Analysis Description: 353.2 Nitrate + Nitrite, Unpres,
Associated Lab Samples: 92103792001, 92103792002, 92103792003, 92103792004, 92103792005, 92103792007, 92103792008
METHOD BLANK: 668983 Matrix: Water
Associated Lab Samples: 92103792001, 92103792002. 92103792003, 92103792004, 92103792005, 92103792007, 92103792008
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Nitrogen, Nitrate mg1L ND 0,20 10/05111 22:18
Nitrogen, Nitrite mg/L ND 0,10 10/05/11 22:18
LABORATORY CONTROL SAMPLE:
668984
Parameter
Units
Nitrogen, Nitrate
mg1L
Nitrogen, Nitrite
mg1L
MATRIX SPIKE SAMPLE:
668985
Parameter
Units
Nitrogen, Nitrate
mg1L
Nitrogen, Nitrite
mg1L
SAMPLE DUPLICATE: 668986
Parameter
Nitrogen, Nitrate
Nitrogen, Nitrite
Spike LCS LCS % Rec
Gonc. Result % Rec Limits Qualifiers
5 5.0 101 90-110
1 1.0 102 90-110
92103792004 Spike MS MS % Rec
Result Conc. Result % Rec Limits Qualifiers
ND 5 5,4 109 90-110
ND 1 'iA 105 90-110
92103792004 pup
Units Result Result
mg/L ND N❑
mg/L ND ND
RPD Qualifiers
Date: 10/14/2011 09:06AM REPORT OF LABORATORY ANALYSIS Page 63 of 67
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Servlces, Inc.

e Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc,
aceAnapical 205 East Meadow Road - Suite A 2225 Riverside Dr. 9800 Kinsey Ave. Suite loo
wwwpaceiaba mm Eden. NC 27288 Asheville, NC 28804 Hvntersville, NC 28078
[phone] [phone] [phone]
QUALITY CONTROL DATA
Project: CM WWTP
Pace Project NO.' 92103792
QG Batch: WETA110693
Analysis Method:
EPA 353.2
QC Batch Method: EPA 353,2
Analysis Description:
353.2 Nitrate + Nitrite, Unpres.
Associated Lab Samples: 92103792006, 92103792009
METHOD BLANK: 669563
Matrix: Water
Associated Lab Samples: 92103792006, 92103792009
Blank Reporting
Parameter
Units
Result Limit
Analyzed
Qualifiers
Nitrogen, Nitrate
mglL
NO
0.20 10/06/11 22:18
Nitrogen, Nitrite
mg1L
NO
0.10 10/06/11 22:18
LABORATORY CONTROL SAMPLE:
669564
Spike LGS
LCS %
Rec
Parameter
Units
Conc. Result
% Res Limits Qualifiers
Nitrogen, Nitrate
mg1L
5 5.1
102
90-110
Nitrogen, Nitrite
mglL
1 1.0
100
90-110
MATRIX SPIKE SAMPLE:
609565
92103730D03 Spike
MS
MS
% Rec
Parameter
Units
Result Conc.
Result
% Rec
Limits Qualifiers
Nitrogen, Nitrate
mg1L
7,5
5 11.8
84
90-110 M1
Nitrogen, Nitrite
mg1L
ND
i 1.1
106
90-110
MATRIX SPIKE SAMPLE:
669567
92103792009 Spike
M5
MS
% Rec
Parameter
Units
Result Conc.
Result
% Rec
Limits Qualifiers
Nitrogen, Nitrate
mg1L
NO
5 5.0
99
90-110
Nitrogen, Nitrite
mglL
NO
1 1.0
102
90-110
SAMPLE DUPLICATE. 669566
92103730003 Dup
Parameter
Units
Result Result
RPD
Qualifiers
Nitrogen, Nitrate
mg1L
7.5
7.6 1
Nitrogen, Nitrite
mglL
ND
NO
SAMPLE DUPLICATE_ 659568
92103792009 Dup
Parameter
Units
Result Result
RPD
Qualifiers
Nitrogen, Nitrate
mg1L
NO
NO
Nitrogen, Nitrite
mg1L
NO
NO
Dale-. 10/14/2011 09:06 AM
REPORT Of LABORATORY ANALYSIS
Page 64 of 67
This report shall not be reproduced, except in fvll,
without the written coraent of Pace Analytical Services, Inc,

a
aceAnalytical
�nrw,paoelatrscvrrr
Project: CMI WWTP
Pace Project No.. 92103792
Pace Analytical Services, Inc.
205 East Meadow Road - SuiteA
Eden, NC 27298
[phone]
Pace Analytical Services, Inc.
2225 Riverside Or.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 1 GO
Huntersville, NC 28078
[phone]
OC Batch. WETAl10712 Analysis Method; SM 4500-CI-E
QC Batch Method: SM 4500-C1-E Analysis Description: 4500 Chloride
Associated Lab Samples- 92103792001, 92103792002, 92i03792003, 92103792004, 92103792005, 92103792006, 92103792007,
92103792008,92103792009
METHOD BLANK: 670430 Matrix- Water
Associated Lab Samples: 92103792001, 92103792002.92103792003, 92103792004, 92103792005, 92103792006, 92103792007,
92103792008,92103792009
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Chloride mg1L ND 5.0 10108/1113:44
LABORATORY CONTROL SAMPLE; 670431
Spike LCS LCS % Rec
Parameter Units Conc- Result % Rec Limits Qualifiers
Chloride mg1L 20 20.7 103 90-110
MATRIX SPIKE SAMPLE:
Parameter
670432
Units
92103587005
Result
Spike MS MS % Rec
Conc. Result % Rec Limits Qualifiers
Chloride
mglL
91-1
20 109 90 75-125
SAMPLE DUPLICATE: 670433
92103486002
Dup
Parameter
Units
Result
Result RPD Qualifiers
Chloride
mg1L
14.7
15.3 4
Date: 10/14/2011 09!06AM REPORT OF LABORATORY ANALYSIS Page 65 of 67
This report shall not be reproduced, except in full.
without the written consent of PaCe Analytical Services, Inc..

7ac',
e
Pace Analytical Services, Inc,
Pace Analytical Services, Inc.
Pace Analytical Services. Inc.
Analytical
205 East Meadow Road - Suite A
2225 Riverside ❑r.
9800 KlnceyAve. Suite 100
p�e7aL�wm
Eden, NC 27288
Asheville, NC 28804
Huotersvllle, NC 28078
[phone]
[phone]
[phone]
QUALITY CONTROL DATA
Project. CMI WWTP
Pace Project No.: 92103792
QC Batch: WETA110702 Analysis Method: SM 5310B
QC Balch Method: SM 5310B Analysis Description; 5310B TOC
Associated Lab Samples: 92103792001. 92103792002, 92103792003, 92103792004, 92103792005, 92103792D06, 92103792007,
92103792008.92103792009
METHOD BLANK: 670021 Matrix: Water
Associated Lab Samples: 92103792001, 92103792002, 92103792003, 92103792004, 92103792005, 92103792006, 92103792007,
92103792008,92103792009
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Organic Carbon mglL NO 1.0 10/10/11 14:44
LABORATORY CONTROL SAMPLE:
670022
Spike LCS
LCS
% Rec
Parameter
Units
Cone. Result
❑% Rec
Limits
Qualifiers
Total Organic Carbon
mglL
25
23.9
96
90-110
MATRIX SPIKE SAMPLE:
670023
92103792001
Spike
MS
MS
% Rec
Parameter
Units
Result
Cane.
Result
°% Rec
Limits Qualifiers
Total Organic Carbon
mg1L
63,8
25
84.2
81
75-125
MATRIX SPIKE SAMPLE:
670025
92103440016
Spike
MS
MS
❑/❑ Rec
Parameter
Units
Result
Conc.
Result
'% Rec
Limits Qualifiers
Total Organic Carbon
mg1L
27.0
25
6.5
-82
75-125 Mi
SAMPLE DUPLICATE; 670024
92103792002
Dup
Parameter
Units
Result
Result
RPD
Qualifiers
Total Organic Carbon
mg/L
15A
15.2
3
SAMPLE DUPLICATE: 67DO26
9210344DO33
Dup
Parameter
Units
Result
Result
RPD
Qualifiers
Total Organic Carbon
mg1L
1.5
1.5
2
Date: 10/14/2011 09:06 AM REPORT OF LABORATORY ANALYSIS Page fib of 67
This report shall not be reproduced, except In full,
without the written consent of Pane Analytical Services, Inc..

aceAnalytical"
www.pa:&bs.ram
Project. CMI WWTp
Pace Project No.� 92103792
GI:111K11W141,21V
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
QUALIFIERS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc
9600 hincey Ave. Suite 100
Huntersvllle, NC 28076
[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
1,2-0iphenylhydrazine (8270 listed analyte) decomposes to Azobenzene.
Consistent wish 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.
SG - Silica Gel - Clean -Up
U - Indicales 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.
Acid preservation may not be appropriate for 2-Chloroethylvinyl ether, Styrene, and Vinyl chloride.
Pace Analytical is TN accrediled. Contact your Pace PM for the current list of accredited analytes.
l�•Li+1:7�ia1.�1�9
PASI-A Pace Analytical Services -Asheville
PAS I C Pace Analytical Services - Charlotte
PASI-M pace Analytical Services - Minneapolis
ANALYTE QUALIFIERS
13- Analyte detected In method blank but was not detected in the associated samples.
D3 Sample was diluted due to the presence of high levels of non -target anaiyles or other matrix interference.
E Analyte concentration exceeded the calibration range. The reported result is estimated.
H1 Analysis conducted outside the EPA method holding time.
IC The initial calibration for this compound was outside of method control limits. The result is estimated.
LO Analyte recovery in the laboratory control sample (LCS) was outside QC limits.
L3 Analyte recovery in the laboratory control sample (LCS) exceeded QC limits. Analyte presence below reporting limits in
associated samples. Results unaffected by high bias.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
M6 Matrix spike and Matrix spike duplicate recovery not evaivaled against control limits due to sample dilution,
N2 The lab does not hold TNt accreditation for this parameter.
P6 Matrix spike recovery andlor matrix spike duplicate recovery was outside laboratory control limits. Sample amount is
83.15 times larger than the spiked amount.
P6 Matrix spike recovery was outside laboratory control limits due to a parent sample concentration notably higher than the
spike level.
R1 RPD value was outside control limits.
Date: loll 412011 09;06AM REPORT OF LABORATORY ANALYSIS Page 67 of 67
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without the written consent of Pace Analytical Services, inc...

' 2"l!eAnalytical'
ul , eem
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Company Report To: Anenilnn:
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Copy To:
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'OzAnalyflcal -
CHAIN-aF-CUSTODY I Analytical Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must he compleled accurately.
Page: 12-- of
Section A Section B Section C
A
1503654
Required Client Information: Raqulred Projoct lnfc Lien: Inm" Information:
Company: Report To: Anoniion:
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1.2ce,ak7ry 1Ca1'
Document Name:
Sample Condition Upon Recei
Document Number:
F-CHR-CS-03-rev.05
Client Name:
Where Received: {untersville ❑ Asheville ❑ Eden
7e ,nt Revised: July 29, 2011
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Issuing Authority:
Pace Huntersville Quality Office
Project # 9 ?wa 3 72 ?—
Courier: ❑ Fed Ex ❑ UPS❑ USPS❑ Clien Commercial❑ Pace Other
Custody Seal on Cooler/Box Present: ❑ yes ❑ no Seals intact: ❑ yes ❑ no
Packing Material: ❑ Bubble Wrap ❑ ble F gs ❑ None [] Other
Thermometer Used: I Gun T1102 Type of ice: et Blue None
Temo Correction Factor Add 1 Subtract 0 'C
Pio};;aue. `-
ry;
amples on ice, cooling process has begun
Corrected Cooler Temp.: �' C
Temp should be above freezing to 6'C
Biological Tissue Is Frozen: Yes No NIA
Comments:
Date and Initials of persor�exa i g
contents:
Chain of Custody Present:
Yes ON.
ON/A
1,
Chain of Custody Filled Out:
es ONO
❑NIA
2•
Chain of Custody Relinquished:
es ❑No
❑wA
3,
Sampler Name & Signature on COC:
s ONO
❑NIA
4.
Samples Arrived within Hold Time:
__-Elfe's ONO
❑NIA
5,
Short Hold Time Analysis (a72hr):
-!!�_Ye, [IN.
❑NIA
6.
Rush Turn Around Time Requested:
❑resel�,'IJwA
7.
Sufficient Volume:
es ❑Ne
❑NIA
g.
Correct Containers Used:
-Pace Containers Used:
Yes ❑No
Yes ❑No
❑NIA
❑NIA
9-
Containers Intact:
es ❑No
❑7wA
10.
Filtered volume received for Dissolved tests
❑Yes ❑Na
i 1,
Sample Labels match COG:
64
-Includes dateltimellD/Anal sis Math `
❑Yes
- I^'
❑NIA
12 �C if n
�.- - { t
r
Alt containers needing preservation have been checked.
Alf containers needing preservation are found to be in
compliance v th EPA recommendation.
exceptions: VOA, coliform,'roc, O&G, WI-dRO (water)
_ es ON.
es ❑No
❑Yes ONO
❑NIA
©NIA
�, 5 L,
13 � 1 _
i� d^ C'D '
Initial when completed
Samples checked For dechlorination:
es ❑No
❑NIA
f 4.
Headspace in VDA Vials t >6mmJ:
es El NO
❑NIA
15.
Trip Blank Present:
Trip Blank Custody Seals Present
Pace Trip Blank Lot # {if purchased),
des ❑No
_—PYe's ❑No
❑NIA
❑NIA
1C�.
JV t L—' f tr l I �} La (c cy �.
Client Notification) Resolution: Field Data Required? Y I N
Person Contacted: /`j- K r,1¢.�.' _ Dateffime: 10 7 "
Comments) Resolution: �rK ►` S7fa k � �42 rLs.-, A /f��rr�S � � Pe1G,r-5'
SCURF Review: ! :ram Date: SRF Review: .� Date:
Note: Whenever they a discrepancy aFTecling North Carolina compliance samples, a cap this form will be sent to the North
Certification Office (Le out of hold, incorrect preservative, out of temp, incorrect containers)