WQ0035324_Complete File - Historical_20150813

(YVATC
ATC ASSOCIATES OF NORTH CAROLINA, P.C.
Engineering Individual Solutions
August 10, 2015
2725 East Millbrook Road
Suite 121
Raleigh, NC 27604
Tel: [phone]
Fax: [phone]
www.ateassociates.com
N.C. Engineering License No. C-1598
North Carolina Department of Environment and Natural Resources
Division of Water Resources — Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Re: Quarterly Groundwater Results —June 2015
Former Pro Cleaners f�
8377 Creedmoor Road AUG 13 9015
Raleigh, Wake County, North Carolina
Groundwater Remediation Permit No. WQ0035324 DWR SECTION
DSCA Site Identification No. 920001 WOWTION PROCESSING UNIT
ATC Project No. DC9201 SL30
ATC Associates of North Carolina, P.C. (ATC), under contract to the North Carolina Drycleaning
Solvent Cleanup Act (DSCA), is providing the June 2015 groundwater sampling results required by
Groundwater Remediation Permit No. WQ0035324 for the former Pro Cleaners site in Raleigh,
North Carolina.
The analytical results for the June 2015 post -injection sampling event are reported on the enclosed
GW-59 Groundwater Quality Monitoring Compliance Report Forms in Appendix A. The required
monitoring wells and water supply wells were sampled pursuant to the referenced permit.
Corresponding GW-1 forms were submitted to NCDENR in the Quarterly Groundwater Results
submitted August 29, 2012.
For the June 2015 reporting period, a GW-59A form is included in Appendix B. Note that the full
scale compliance boundary, documented in the Injection Application Addendum submitted to
NCDENR on March 23, 2011, is used in lieu of a review boundary. Analytical data tables are
included in Appendix C, and document groundwater analytical data from monitoring wells, water
supply wells, and natural attenuation parameters. Note that extraction wells EW-8 and EW-9 were
formerly injection wells IW-8 and IW-9. Also note that the extraction well EW-8 was not sampled
during the June 2015 event due to an issue with the extraction pump at the time of sampling.
During this sampling event, semi-annual samples were not collected from water supply well 8408
and 8409 Azalea Place Drive and 8412 and 8413 Camellia Drive due semi-annual sampling.
Monitoring wells MW-I I and MW-12 historically contain a low water level. As such, some field
analyzed natural attenuation parameters were not able to be analyzed and are listed as "NA" on the
GW-59 forms. Complete laboratory reports for the June 2015 sampling event is included in
Appendix D. The next quarterly sampling event is scheduled for September 2015.

Former Pro Cleaners
Permit No. WQ0035324
August 10, 2015
Page 2
GW-59 forms. Complete laboratory reports for the June 2015 sampling event is included in
Appendix D. The next quarterly sampling event is scheduled for September 2015.
If you have any questions or require additional information, please contact our office at (919) 871-
0999.
Sincerely,
ATC Associates of North Carolina, P.C.
Elizabeth Depoy Justin C. Ballard, P.G.
Staff Scientist Project Manager

Former Pro Cleaners
Permit No. WQ0035324
APPENDIX A
GW-59 COMPLIANCE REPORT FORMS
August 10, 2015
Page 3

GW-59A COMPLIANCE REPORT FORM Permit # W00035324
!Subunit one each monitoring period udtk Gi1'-59 forms.,
1
Enter date monitoring results were due. ( 8/10/2015 ) Will this monitoring report (GW-59 and GW59A)
s
No
be submitted after the established due date?
2
Was any required information missing on the GK'-59 report forms?
%
IF the answer to question 1 or 2 is "YES", list in the space provided below the well identification number(s) and
explain the problems encountered in obtaining the required information.
For water supply wells, well construction information is unavailable, including well diameter, depth, M.P. elevation, screened
interval, and depth to water.
3
Are any of the monitor wells in need of repair or maintenance (damaged casing, unlocked or missing cap, missing
YE5
-'O
identification plate, area overgrown, etc.)? If the an.nce• is "Yes", contact the Regional Office for guidance.
4
Are any monitored constituents equal to or above the established standards?
-(gT
No
If the answer to question 4 is "NO", skip to section 8.
If the answer to question 4 is "YES" list the affected wells individually with constituent(s) and concentration(s)
exceeding standards in the space provided below. "ALL UNITS IN mg/L
MW-5: PCE (0.0035) MW-16: PCE (0.0055)
MW-10B: PCE (0.11) MW-24S: PCE (0.021)
MW-11A: PCE (0.002) MW-24D: PCE (0.0012)
MW-12: PCE (0.00077) EW-8 (formerly IW-8): Not sampled due to extraction pump not working at time of sampling event
5
For the constituents identified in question 4 above, have standards been exceeded previously for the
S
`o
same constituent(s) in the same well(s) in the last two years?
If the answer to question 5 is "NO", skip to section 8.
if the answer to question 5 is "YES", list in the space provided below, each well with constituent(s) exceeding
standards, concentration(s) reported, and sample collection date for each occurrence (for the last two years).
SEE ATTACHED "ALL UNITS IN mg/L
6
Are the monitoring wells listed in section 5 located at or beyond the review boundary?
YE
NO
if the answer is "YES", a groundwater quality problem maybe occurring. CONTACT THE REGIONAL
OFFICE IMMEDIATELY FOR GUIDANCE. If the answer is "NO", monitoring wells maybe improperly
located; contact the Regional Office.
Wells located at or beyond the review boundary: MW-5, MW-10A, MW-10B, MW-11A, MW-11B. MW-12, MW-16, MW-24S,
MW-24D, EW-8, EW-9
7
Is the permittee implementing previously approved actions required by the Division involving this
NO
groundwater quality problem?
If the answer to question 7 is `YES", describe those actions in the space provided below.
If the answer to question 7 is "NO", contact the Regional Office within 90 days: an evaluation may be
required to determine the impact the waste disposal system is having at the review and compliance
boundaries surrounding this facility. Failure to do so may subject the permittee to a Notice of Violation.
fines, and/or penalties,
In accordance with Groundwater Remediation Permit #W00035324, issued on April 16, 2012, a pump and treat system
was installed at the site in August 2012. Pilot scale operations began on August 29, 2012 and full scale operations began
on September 10, 2013. Pursuant to the permit, sampling of eleven pre -agreed upon monitoring wells will continue on a
quarterly basis. Note that Permit #W00035324 requests the sampling of twelve monitoring wells, however, one of these,
MW-4, was abandoned prior to 2008.
8
The person completing this portion (GW-59A) of the monitoring report should sign below and submit this
form with GW-59 forms for required wells to the address provided at the top of the current GW-59 form.
I hereby acknowledge that the above information was evaluated and the information submitted in this
report (Compliance Report GW-59A) is true and complete to the best of my knowledge.
Signature of Permittee (or Authorized Agent) Date
GW-59A 128'2003

GROUNDWATER QUALITY MONITORING:
COMPLIANCE REPORT FORM
FACILITY INFORMATION
Facility Name: Former Pro Cleaners
Permit Name (if different):
Facility Address: 8377 Creedmoor Road Raleigh NC 27613
Raleigh NC
c,."
ltact Person: Justin Ballard
II Location/Site Name: Former Pro Cleaners
SUBMIT FORM ON YELLOW PAPER ONLY
or
27613 County Wake
irip
FELL ID NUMBER (from Permit): EW-9 (formerly IW-9)
fell Depth: 87 ft.
epth to Water Level 82546: NA ft. below measuring point
easuring Point is 0 ft. above land surface
Dlume of water pumped/bailed before sampling: 10
annDles for metals were collected unfiltered: ❑ YES
Telephone#: [phone]
No. of wells to be sampled: 20
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
1617 MAIL SERVICE CENTER, RALEIGH,
NC 27699-1617 Phone: [phone]
PERMIT Number:
Expiration Date: July 31, 2016
Non -Discharge WQ0035324
UIC
NPDES
Other
TYPE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon
❑ Remediation: Infiltration Gallery
❑ Spray Field
0 Remediation: Pump and Treat
❑ Rotary Distributor
❑ Land Application of Sludge
❑ Water Source Heat Pump
❑ Other:
Date sample collected: 6/17/2015
Well Diameter: 2 in.
45I 611
Greened Interval: 35166/62/)2ft. to .
Relative M.P. Elevation: 478.90 ft.
minutes (to parameter stabilization)
Id
X0 91
FIELD ANALYSES: WAS DRY
pH ooaoa: 5.92 units Temp. 00010: 30.69 oC
at time of
sampling,
Spec. Cond. Ooosa: 91 uMhos check
Odor 00085: here:
Appearance 0
ate sample analyzed: 6/18,19,22,23,24,25/2015
Laboratory Name: Con -test Analytical Laboratory
Certification No. 652
kRAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615 0.0039J
mg/L
Pb - Lead o1o51
ug/L
Coliform: MF Fecal 31616
/100mL
Nitrate (NO3) as N 00620 Not Detected
mg/L
Zn - Zinc 01092
mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
mg/L
E L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507 Not Detected
mg/L
Other (Specify Compounds and Concentration
Un
Dissolved Solids:Total 70300
mg/L
Al -Aluminum 01105
mg/L
Tetrachloroethene: 0.22 mg/L
tt i IC 1 2 ��,G
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
Trichloroethene: 0.004 mg/I
TOC 00680 0.242J
mg/L
Ca - Calcium 00916
mg/L
cis-1,2-Dichloroethene: 0.0048 mg/I
Chloride oosao
mg/L
Cd - Cadmium 01027
ug/L
trans-1,2-Dichloroethene: Not Detected
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Vinyl chloride: Not Detected
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045 >1200
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945 Not Detected
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? ❑ Yes (1)
iv No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L
VOC 78732 method #
EPA 8260E
Total Ammonia 00610 Not Detected
mg/L
Mg - Magnesium 00927
mg/L
Total Organic Carbon method #
EPA 5310C
(Ammonia Nitrogen; NH, as N; Ammonia Nitrogen, Total)
Mn - Manganese 01055 910
ug/L
Sulfate , method #
ASTM D516-90
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
Ammonia, sulfide, nitrate, nitrite method #
EPA 4500
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0.08532 mg/L Effluent Total VOCs: 0 mg/L VOC Removal% 100
C_ SAL-CA-C—E�'
Permittee (or Authorized Agent) Name and Title - Please print or type
GW-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING: , DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM 1617 MAIL SERVICE CENTER, RALEIGH, NC 27699-1617 Phone: [phone]
FACILITY INFORMATION Please Print Clearly or Type PERMIT Number: Expiration Date: July 31, 2016
Facility Name: Former Pro Cleaners Non -Discharge W00035324 UIC
Permit Name (if different): NPDES Other
Facility Address: 8377 Creedmoor Road Raleigh NC 27613 TYPE OF PERMITTED OPERATION BEING MONITORED
Raleigh (str­ ,' NC 27613 County Wake ❑ Lagoon ❑ Remediation: Infiltration Gallery
'c," s'" `°' 17"'I ❑ Spray Field © Remediation: Pump and Treat
Contact Person: Justin Ballard Telephone#: [phone] ❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Former Pro Cleaners No. of wells to be sampled: 20 ❑ Water Source Heat Pump ❑ Other:
SAMPLING INFORMATION
WELL ID NUMBER (from Permit): MW-5
Well Depth: 68.5 ft.
Depth to Water Level 82546: 22.92 ft. below measuring point
Measuring Point is 0 ft. above land surface
Volume of water pumped/bailed before sampling: 27
Samples for metals were collected unfiltered: ❑ YES
Date sample collected: 6/16/2015
Well Diameter: 2 in.
Screened Interval: 63.5 ft. to 68.5 ft.
Relative M.P. Elevation: 472.49 ft.
of minutes (to parameter stabilization)
NO and field acidified: ❑ YES M NO
FIELD ANALYSES:
pH 00400: 5.92 units
Spec. Cond. 00094: 91
Odor 00085:
Appearance
Temp. 00010: 30.69 °C
µMhos
ate sample analyzed: 6/18,19,22,23,24,25/2015
Laboratory Name: Con -test Analytical Laboratory
Certification No. 652
4RAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615 Not Detected
mg/L
Pb - Lead 01051
ug/L
Coliform: MF Fecal 31616
/100mL
Nitrate (NO3) as N 00620 Not Detected
mg/L
Zn - Zinc 01092
mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507 Not Detected
mg/L
Other (Specify Compounds and Concentration
Units):
Dissolved Solids:Total 70300
mg/L
Al -Aluminum olim
mg/L
Tetrachloroethene: 0.0035 mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
Trichooroethene: 0.00022J mg/1
TOC 00680 Not Detected
mg/L
Ca - Calcium 00916
mg/L
cis-1,2-Dichloroethene: 0.00088J mg/1
Chloride 00940
mg/L
Cd - Cadmium 01027
ug/L
trans- l,2-Dichloroethene: Not Detected
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Vinyl chloride: Not Detected
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045 Not Detected
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945 Not Detected
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? ❑ Yes (1)
(0 No (0)
Specific Conductance 00095
LtMhos
K - Potassium 00937
mg/L
VOC 78732 method #
EPA 8260E
Total Ammonia 00610 0.29J
mg/L
Mg - Magnesium 00927
mg/L
Total Organic Carbon method #
EPA 5310C
(Ammonia Nitrogen; NH,as N;Ammonia Nitrogen, Total)
Mn - Manganese 01055 15
ug/L
Sulfate , method #
ASTM D516-90
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
Ammonia, sulfide, nitrate, nitrite method #
EPA 4500
WAS DRY
at time of
sampling,
check
here:
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0.08532 mg/L Effluent Total VOCs: 0 mg/L VOC Removal% 100
�..rSYr..I � • B n L�-A-F9
Permittee (or Authorized Agent) Name and Title - Please print or type

GROUNDWATER QUALITY MONITORING:
COMPLIANCE REPORT FORM
acility Name: Former Pro Cleaners
ermit Name (if different):
acility Address: 8377 Creedmoor Road Raleigh NC 27613
Raleigh «A NC
ioavl
tact Person: Justin Ballard
I Location/Site Name: Former Pro Cleaners
27613
(zir)
or
SUBMIT FORM ON YELLOW PAPER ONLY
County Wake
Telep hone#: 919-871-0999
No. of wells to be sampled: 20
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
1617 MAIL SERVICE CENTER, RALEIGH, NC 27699-1617 Phone: [phone]
PERMIT Number:
Expiration Date: July31,2016
Non -Discharge W00035324
UIC
NPDES
Other
TYPE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon
❑ Remediation: Infiltration Gallery
❑ Spray Field
© Remediation: Pump and Treat
❑ Rotary Distributor
❑ Land Application of Sludge
❑ Water Source Heat Pump
❑ Other:
WELL ID NUMBER (from Permit): MW-10B
Well Depth: 45 ft.
Depth to Water Level 82546: 37.73 ft. below measuring point
Measuring Point is 0 ft. above land surface
Volume of water pumped/bailed before sampling: 1
Samples for metals were collected unfiltered: ❑ YES ❑
Date sample collected: 6/16/2015 FIELD ANALYSES:
Well Diameter: 2 in. pH 00400: NA units Temp. 00010:
Screened Interval: 25 ft. to 45 ft. Spec. Cond. 00094; NA
Relative M.P. Elevation: 480.65 ft. Odor 00085:
Va*ensminutes (insufficient recharge for purging) Appearance
NO and field acidified: ❑ YES ❑� NO
NA oC
µMhos
WAS DRY
at time of
sampling, check
here:
LABORATORY INFORMATION
Date sample analyzed: 6/19,22,23,24,25,26/2015
Laboratory Name: Con -test Analytical
Laboratory
Certification No.
652
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615 0.0027J
mg/L
Pb - Lead 01051
ug/L
Coliform: MF Fecal 31616
/100mL
Nitrate (NO3) as N 00620 0.047J
mg/L
Zn - Zinc 01092
mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507 Not Detected
mg/L
Other (Specify Compounds and Concentration Units):
Dissolved Solids:Total 70300
mg/L
Al -Aluminum o1105
mg/L
Tetrachloroethene: 0.11 mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
Trichloroethene: 0.0006J mg/L
TOC 00680 0.26J
mg/L
Ca - Calcium 00916
mg/L
cis-1,2-Dichloroethene: Not Detected
Chloride 00940
mg/L
Cd - Cadmium 01027
ug/L
trans- 1,2-Dichloroethene: Not Detected
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Vinyl chloride: Not Detected
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045 Not Detected
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945 Not Detected
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? ❑ Yes (1)
❑ No (0)
Specific Conductance 00095
uMhos
K - Potassium 00937
mg/L
VOC 78732 method #
EPA 8260E
Total Ammonia 00610 Not Detected
mg/L
Mg - Magnesium 00927
mg/L
Total Organic Carbon method #
EPA 5310C
(Ammonia Nitrogen; NH, as N; Ammonia Nitrogen, Total)
Mn - Manganese 01055 400
ug/L
Sulfate , method #
ASTM D516-90
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
Ammonia, sulfide, nitrate, nitrite method #
EPA 4500
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0.08532
Permittee (or Authorized Agent) Name and Title - Please print or type
•/L Effluent Total VOCs:I
at the laboratory analytical data was produced using
fines and imprisonment for knowing violations.
RAW'
OM
.II L16l
mg/L VOC Removal% 100
GW-59 Rev.8/2013

GROUNDWATER QUALITY MONITORING:
COMPLIANCE REPORT FORM
or
Facility Name: Former Pro Cleaners
Permit Name (if different):
Facility Address: 8377 Creedmoor Road Raleigh NC 27613
NC 27613
iary� (9i:n,�i (z�o1
Contact Person: Justin Ballard
Well Location/Site Name: Former Pro Cleaners
SUBMIT FORM ON YELLOW PAPER ONLY
County Wake
Telephone#: [phone]
No. of wells to be sampled: 20
DEPARTMENT OF ENVIRONMENT 8 NATURAL RESOURCES
DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
1617 MAIL SERVICE CENTER, RALEIGH,
NC 27699-1617 Phone: [phone]
PERMIT Number:
Expiration Date: July31,2016
Non -Discharge W00035324
UIC
NPDES
Other
TYPE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon
❑ Remediation: Infiltration Gallery
❑ Spray Field
0 Remediation: Pump and Treat
❑ Rotary Distributor
❑ Land Application of Sludge
❑ Water Source Heat Pump
❑ Other:
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-10A
Date sample 6/16/2015
ple collected:
FIELD ANALYSES:
WAS DRY
Well Depth: 80 ft.
Well Diameter: 2 in.
pH 00400: 5.67 units Temp. 00010:
24.39 °C
at time of sampling,
Depth to Water Level 82546: 37.82 ft. below measuring point
Screened Interval: 75 ft.
to 80 ft.
Spec. Cond. 00094: 52
µMhos
check
Measuring Point is 0 ft. above land
surface
Relative M.P. Elevation: 480.65
ft.
Odor o0085:
here:
Volume of water pumped/bailed before sampling:
24
gaueaa minutes (to parameter stabilization)
Appearance
❑
Samples for metals were collected unfiltered:
❑ YES ❑
NO and field acidified: ❑ YES ❑
NO
LABORATORY INFORMATION
Date sample analyzed: 6/19,22,23,24,25,28/2015
Laboratory Name: Con -test Analytical
Laboratory
Certification No.
652
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615 '0.0025J
mg/L
Pb - Lead o1051
ug/L
Coliform: MF Fecal 31616
/100mL
Nitrate (NO3) as N 00620 Not Detected
mg/L
Zn - Zinc 01092
mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507 Not Detected
mg/L
Other (Specify Compounds and Concentration
Units):
Dissolved Solids:Total 70300
mg/L
Al -Aluminum 01105
mg/L
Tetrachloroethene:'O.0o028J mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
Trichloroethene: Not Detected
TOC 0068o Not Detected
mg/L
Ca - Calcium 00916
mg/L
cis-1,2-Dichloroethene: Not Detected
Chloride 00940
mg/L
Cd - Cadmium 01027
ug/L
trans- 1,2-Dichloroethene: Not Detected
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Vinyl chloride: Not Detected
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045 Not Detected
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945 Not Detected
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? ❑ Yes (1)
❑ No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L
VOC 78732 method #
EPA 8260B
Total Ammonia 00610 Not Detected
mg/L
Mg - Magnesium 00927
mg/L
Total Organic Carbon method #
EPA 5310C
(Ammonia Nitrogen; NH,as N;Ammonia Nitrogen, Total)
Mn -Manganese o1055 17
ug/L
Sulfate ,method #
ASTM D516-90
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
Ammonia, sulfide, nitrate, nitrite , method #
EPA 4500
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0.08532 mg/L Effluent Total VOCs: 0 mg/L VOC Removal% 100
Permittee (or Authorized Agent) Name and Title - Please print or type
Signature of
IS
GW-59 Rev.8/2013

ROUNDWATER QUALITY MONITORING:
OMPLIANCE REPORT FORM
Name: Former Pro Cleaners
Name (if different):
Address: 8377 Creedmoor Road Raleigh NC 27613
h NC
(CO,
tact Person: Justin Ballard
I Location/Site Name: Former Pro Cleaners
SUBMIT FORM ON YELLOW PAPER ONLY
or
27613 County Wake
(7ip)
4MPLING INFORMATION
'ELL ID NUMBER (from Permit): MW-11A
ell Depth: 105 ft.
apth to Water Level 82546: 34.51 ft. below measuring point
easuring Point is 0 ft. above land surface
Aume of water pumped/bailed before sampling: 24
3117113les for metals were collected unfiltered: ❑ YES
Te le phone#: [phone]
No. of wells to be sampled: 20
DEPARTMENT OF ENVIRONMENT 8. NATURAL RESOURCES
DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
1617 MAIL SERVICE CENTER, RALEIGH, NC 27699.1617 Phone: [phone]
PERMIT Number:
Expiration Date: July 31, 2016
Non -Discharge WQ0035324
UIC
NPDES
Other
TYPE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon
❑ Remediation: Infiltration Gallery
❑ Spray Field
m Remediation: Pump and Treat
❑ Rotary Distributor
❑ Land Application of Sludge
❑ Water Source Heat Pump
❑ Other:
Date sample collected: 6/16/2015
Well Diameter: 2 in.
Screened Interval: 100 ft. to 105 ft.
Relative M.P. Elevation: 476.37 ft.
a+Ienr minutes (to parameter stabilization)
NO and field acidified: ❑ YES❑ NO
FIELD ANALYSES: WAS DRY
pH 00400: 5-97 units Temp. 00010: 27.24 oC at time of
sampling,
Spec. Cond. 00094: 35 PS/Cm' check
Odor 000m: here:
Appearance 0
ate sample analyzed: 6/19,22,23,24,25,26/2015
Laboratory Name: Con -test Analytical Laboratory
Certification No.
652
kRAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615 Not Detected
mg/L
Pb - Lead 01051
ug/L
Coliform: MF Fecal 31616
/100mL
Nitrate (NO3) as N 00620 Not Detected
mg/L
Zn - Zinc 01092
mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507 Not Detected
mg/L
Other (Specify Compounds and Concentration
Units):
Dissolved Solids:Total 70300
mg/L
AI - Aluminum 01105
mg/L
Tetrachloroethene: 0.002 mg/L
pH (Lab) 00403
units
Be - Barium 01007
ug/L
Trichloroethene: 0.00012J mg/L
TOC 00680 Not Detected
mg/L
Ca - Calcium 00916
mg/L
cis- 1,2-Dichloroethene: Not Detected
Chloride 00940
mg/L
Cd - Cadmium 01027
ug/L
trans-1,2-Dichloroethene: Not Detected
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Vinyl chloride: Not Detected
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045 >1200
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945 Not Detected
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? ll Yes (1)
El No (0)
Specific Conductance 00095
uMhos
K - Potassium 00937
mg/L
VOC 78732 method #
EPA 8260E
Total Ammonia 00610 Not Detected
mg/L
Mg - Magnesium 00927
mg/L
Total Organic Carbon method #
EPA 5310C
(Ammonia Nitrogen; NH,as N;Ammonia Nitrogen, Total)
Mn - Manganese 01055 590
ug/L
Sulfate , method #
ASTM D516-90
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
Ammonia, sulfide, nitrate, nitrite method #
EPA 4500
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0.08532 mg/L Effluent Total VOCs: 0 mg/L VOC Removal% 100
SyS{rea C. gAwli
Permittee (or Authorized Agent) Name and Title - Please print or type
GW-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING: , DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM 1617 MAIL SERVICE CENTER, RALEIGH, NC 27699-1617 Phone: [phone]
FACILITY INFORMATION Please Print Clearly or type PERMIT Number: Expiration Date: July 31.2016
Facility Name: Former Pro Cleaners Non -Discharge WQ0035324 UIC
Permit Name (if different): NPDES Other
Facility Address: 8377 Creedmoor Road Raleigh NC 27613 TYPE OF PERMITTED OPERATION BEING MONITORED
Raleigh NC 27613 County Wake ❑ Lagoon ❑ Remediation: Infiltration Gallery
)shl�,) ¢'r" ❑ Spray Field 0 Remediation: Pump and Treat
Fwc
act Person: Justin Ballard Telephone#: [phone] El Rotary Distributor ❑ Land Application of Sludge
Location/Site Name: Former Pro Cleaners No. of wells to be sampled: 20 ❑ Water Source Heat Pump ❑ Other:
WELL ID NUMBER (from Permit): MW-11B
Well Depth: 35 ft.
Depth to Water Level 82546: 32.69 ft. below measuring point
Measuring Point is 0 ft. above land surface
Volume of water pumped/bailed before sampling: 1
Date sample collected: 6/16/2015
Well Diameter: 2 in.
Screened Interval: 25 ft. to 35
Relative M.P. Elevation: 476.41 ft.
allergy minutes (to parameter stabilization)
NO and field acidified: ❑ YES E1 NO
In
FIELD ANALYSES:
pH 00400: NA units
Spec. Cond. 00094: NA
Odor 00085:
Appearance
U
WAS DRY
Temp. 00010: NA °C at time of
sampling,
�1S/Cm2 check
here:
Date sample analyzed: 6/19,22,23,24,25,26/2015
Laboratory Name: Con -test Analytical Laboratory
Certification No.
652
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615 0.0022 J
mg/L
Pb - Lead olo51
ug/L
Coliform: MF Fecal 31616
/100mL
Nitrate (NO3) as N 00620 Not Detected
mg/L
Zn - Zinc 01092
mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
mg/L
NA = Not analyzed due to lack of sufficient water.
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507 Not Detected
mg/L
Other (Specry Compounds and Concentration nl s
Dissolved Solids:Total 70300
mg/L
Al -Aluminum oil o5
mg/L
Tetrachloroethene: Not Detected
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
Trichloroethene: Not Detected
TOC 00680 0.7
mg/L
Ca - Calcium oo916
mg/L
cis-1,2-Dichloroethene: Not Detected
Chloride 00940
mg/L
Cd - Cadmium 01027
ug/L
trans- 1,2-Dichloroethene: Not Detected
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Vinyl chloride: Not Detected
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045 NA
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945 Not Detected
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? ❑� Yes (1)
10 No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L
VOC 78732 method #
EPA 8260E
Total Ammonia 00610 Not Detected
mg/L
Mg - Magnesium 00927
mg/L
Total Organic Carbon method #
EPA 5310C
(Ammonia Nitrogen; NH3 as N; Ammonia Nitrogen, Total)
Mn - Manganese 01055 7700
ug/L
Sulfate , method #
ASTM D516-90
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
Ammonia, sulfide, nitrate, nitrite method #
EPA 4500
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0.08532 mg/L Effluent Total VOCs: 0 mg/L VOC Removal% 100
�.,ST..-I G . 9p(G'-h4Zj>
Permittee (or Authorized Agent) Name and Title - Please print or type
GW-59 Rev.8/2013

ROUNDWATER QUALITY MONITORING:
OMPLIANCE REPORT FORM
FACILITY INFORMATION Please Print
Facility Name: Former Pro Cleaners
Permit Name (if different):
Facility Address: 8377 Creedmoor Road Raleigh NC 27613
Raleigh NC
(C"y)
Contact Person: Justin Ballard
Well Location/Site Name: Former Pro Cleaners
27613
(zhn
SAMPLING INFORMATION
WELL ID NUMBER (from Permit): MW-12
Well Depth: 40 ft.
Depth to Water Level 82546: 35.94 ft. below measuring point
Measuring Point is 0 ft. above land surface
Volume of water pumped/bailed before sampling: 1
or Type
SUBMIT FORM ON YELLOW PAPER ONLY
County Wake
Te le p hone#: 919-871-0999
No. of wells to be sampled: 20
DEPARTMENT OF ENVIRONMENT 8 NATURAL RESOURCES
DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
1617 MAIL SERVICE CENTER,..RALEIGH, NC 27699-1617 Phone: [phone]
PERMIT Number:
Expiration Date: July3t,2016
Non -Discharge W00035324
UIC
NPDES
Other
TYPE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon
❑ Remediation: Infiltration Gallery
❑ Spray Field
CO Remediation: Pump and Treat
❑ Rotary Distributor
❑ Land Application of Sludge
❑ Water Source Heat Pump
❑ Other:
Date sample collected: 6/17/2015 FIELD ANALYSES:
Well Diameter: 2 in. pH 00400: 4.01 units Temp. 00010: 23.67 oC
Screened Interval: 30 ft. to 40 ft. Spec. Cond. 00094: 25 ps/cm2
Relative M.P. Elevation: 480.12 ft. Odor 00085:
minutes (insufficient recharge for purging) Appearance
NO and field acidified: ❑ YES 173 NO
If WELL
WAS DRY
at time of
sampling,
check
here:
11
Date sample analyzed: 6119.22.23,24,25,26/2015
Laboratory Name: Con -test Analytical Laboratory
Certification No. 652
PARAMETERS NOTE: Values should reflect
dissolved and
colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615 0.0039J
mg/L
Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616
/100mL
Nitrate (NO3) as N 00620 0.32
mg/L
Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
mg/L
NA = Not analyzed due to lack of sufficient water.
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507 Not Detected
mg/L
Other (Specify Compounds and Concentration Units):
Dissolved Solids:Total 70300
mg/L
Al -Aluminum o11o5
mg/L
Tetrachloroethene: 0.00077 mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
Trichooroethene: Not Detected
TOC 00680 0.37J
mg/L
Ca - Calcium 00916
mg/L
cis- 1,2-Dichloroethene: Not Detected
Chloride 00940
mg/L
Cd - Cadmium 01027
ug/L
trans-1,2-Dichloroethene: Not Detected
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Vinyl chloride: Not Detected
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045 '1200
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945 4.1
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? ED Yes (1) i❑ No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L
VOC 78732 method # EPA 8260B
Total Ammonia 00610 Not Detected
mg/L
Mg - Magnesium 00927
mg/L
Total Organic Carbon method # EPA 5310C
(Ammonia Nitrogen; NH, as N; Ammonia Nitrogen, Total)
Mn -Manganese oloss 1000
ug/L
Sulfate ASTM D516-90
,method #
TKN as N 00625
mg/L
Ni - Nickel 01067
Ug/L
Ammonia, sulfide, nitrate, nitrite method # EPA 4500
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0.08532 mg/L Effluent Total VOCs: 0 mg/L VOC Removal% 100
C . $A,-LA­e_�
Permittee (or Authorized Agent) Name and Title - Please print or type
GW-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
• •
.
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING:
, •
DIVISION OF WATER RESOURCES -INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
1617 MAIL SERVICE CENTER, RALEIGH, NC 27699-1617 Phone: [phone]
FACILITY INFORMATION
Please Print Clearly or Type
PERMIT Number: Expiration Date: JuIY 31, 2016
Facility Name: Former Pro Cleaners
Non -Discharge W00035324 UIC
Permit Name (if different):
NPDES
Other
Facility Address: 8377 Creed moor Road Raleigh NC
27613
TYPE
❑
OF PERMITTED OPERATION BEING MONITORED
Lagoon ❑ Remediation: Infiltration Gallery
Raleigh (Street) NC 27613 County Wake
(C'M Sr,iel
(eo)
❑
Spray Field © Remediation: Pump and Treat
Contact Person: Justin Ballard
Telephone#: [phone]
❑
Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Former Pro Cleaners
No. of wells to be sampled: 20
❑
Water Source Heat Pump ❑ Other:
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): MW-12
Date sample collected: 6/18/2015
FIELD ANALYSES:
WAS DRY
40
Well Depth: ft.
2
Well Diameter: n.
3.66 21.03
pH ooaoo: units Temp. 00010: �C
at time of
sampling,
Depth to Water Level 82546: 27.52 ft. below measuring
point
Screened Interval: 20 ft.
to 40 ft.
Spec. Cond. 00094: 37 PS/Cm,
check
Measuring Point is 0 ft. above land surface
Relative M.P. Elevation: 477.62
ft.
Odor 00085:
here:
Volume of water pumped/bailed before sampling:
22
4oRer&minutes (to parameter stabilization)
Appearance
❑
Samples for metals were collected unfiltered: ElYES
ElNO
and field acidified: ElYES ❑
NO
LABORATORY INFORMATION
Date sample analyzed: 6/19,22,23,24,25,2612015
Laboratory Name: Con -test Analytical
Laboratory
Certification No. 652
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615 0.0083J
mg/L
Pb - Lead o1o51 ug/L
Coliform: MF Fecal 31616
/100mL
Nitrate (NO3) as N 00620 0.82
mg/L
Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507 Not Detected
mg/L
Other (Specify Compounds and Concentration Units):
Dissolved Solids:Total 70300
mg/L
Al -Aluminum 01105
mg/L
Tetrachloroethene: 0.0055 mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
Trichooroethene: Not Detected
TOC 00680 Not Detected
mg/L
Ca - Calcium 00916
mg/L
cis-1,2-Dichloroethene: Not Detected
Chloride 00940
mg/L
Cd - Cadmium 01027
ug/L
trans-1,2-Dichloroethene: Not Detected
Arsenic 01002
ug/L
Chromium: Total olo34
ug/L
Vinyl chloride: Not Detected
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045 >1200
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945 Not Detected
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? ❑� Yes (1) ❑ No (0)
Specific Conductance 00095
[Mhos
K - Potassium 00937
mg/L
VOC 78732 method # EPA 8260E
Total Ammonia 00610 Not Detected
mg/L
Mg - Magnesium 00927
mg/L
Total Organic Carbon method # EPA 5310C
(Ammonia Nitrogen; NH,as N:Ammonia Nitrogen, Total)
Mn - Manganese 01055 300
ug/L
Sulfate , method # ASTM D516-90
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
Ammonia, sulfide, nitrate, nitrite method # EPA 4500
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0.08532 mg/L Effluent Total VOCs: 0 mg/L VOC Removal% 100
e- - b 1_(-AR;T>
Permittee (or Authorized Agent) Name and Title - Please print or type
GW-59 Rev.8/2013

ROUNDWATER QUALITY MONITORING:
OMPLIANCE REPORT FORM
Please Print Clearly or Type
SUBMIT FORM ON YELLOW PAPER ONLY
Facility Name: Former Pro Cleaners
Permit Name (if different):
Facility Address: 8377 Creedmoor Road Raleigh NC 27613
Raleigh NC 27613 County Wake
(cry
Contact Person: Justin Ballard
Well Location/Site Name: Former Pro Cleaners
(st.m) (z4»
WELL ID NUMBER (from Permit): MW-24D
Well Depth: B3 ft.
Depth to Water Level 82546: 29.85 ft. below measuring point
Measuring Point is 0 ft. above land surface
Volume of water pumped/bailed before sampling: 11
Telephone#: [phone]
No. of wells to be sampled: 20
Date sample collected: 6/15/2015
Well Diameter: 2 in.
Screened Interval: 73 ft. to 83
Relative M.P. Elevation: 475.40 ft.
gaueasminutes (to parameter stabilization)
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
1617 MAIL SERVICE CENTER, RALEIGH, NC 27699-1617 Phone: [phone]
PERMIT Number:
Expiration Date: July31,2016
Non -Discharge WQ0035324
UIC
NPDES
Other
TYPE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon
❑ Remediation: Infiltration Gallery
❑ Spray Field
© Remediation: Pump and Treat
❑ Rotary Distributor
❑ Land Application of Sludge
❑ Water Source Heat Pump
❑ Other:
[a
FIELD ANALYSES:
pH 00400: 5.26 units
Spec. Cond. 00094: 36
Odor 00085:
Appearance
WAS DRY
Temp. 00010: 2412 oC at time of
sampling,
uS/Cm2 check
here:
LABORATORY INFORMATION
Date sample analyzed: 6-16,17,18,19.22,23
Laboratory Name: Con -test Analytical
Laboratory
Certification No. 652
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615 0.0031J
mg/L
Pb - Lead o1o51 ug/L
Coliform: MF Fecal 31616
/100mL
Nitrate (NO3) as N 00620 Not Detected
mg/L
Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/10omL
Phosphorus: Total as P 00665
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507 Not Detected
mg/L
Other (Specify Compounds and Concentration Units):
Dissolved Solids:Total 70300
mg/L
AI -Aluminum oilm
mg/L
Tetrachloroethene: 0.0012 mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
Trichlorcethene: Not Detected
TOC 00680 8.2
mg/L
Ca - Calcium 00916
mg/L
cis- 1,2-Dichloroethene: Not Detected
Chloride 00940
mg/L
Cd - Cadmium 01027
ug/L
trans- 1,2-Dichloroethene: Not Detected
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Vinyl chloride: Not Detected
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045 >1200
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945 Not Detected
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? ❑7 Yes (1) ❑ No (0)
Specific Conductance 00095
ttMhos
K - Potassium 00937
mg/L
VOC 78732 method # EPA 8260E
Total Ammonia 00610 Not Detected
mg/L
Mg - Magnesium 00927
mg/L
Total Organic Carbon method # EPA 5310C
(Ammonia Nitrogen; NH, as N; Ammonia Nitrogen, Total)
Mn -Manganese o1055 74
ug/L
Sulfate ASTM D516-90
,method #
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
Ammonia, sulfide, nitrate, nitrite method # EPA 4500
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0.08532 mg/L Effluent Total VOCs: 0 mg/L VOC Removal% 100
<.. FAe`AQ_�p
Permittee (or Authorized Agent) Name and Title - Please print or type
Authorized Agent)
1/io
(Date)
GW-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
• . DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING: • , DIVISION OF WATER RESOURCES -INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM 1617 MAIL SERVICE CENTER, RALEIGH, NC 27699-1617 Phone: [phone]
FACILITY INFORMATION Please Print Clearly or Type PERMIT Number: Expiration Date: July 31, 2016
Facility Name: Former Pro Cleaners Non -Discharge WQ0035324 UIC
Permit Name (if different): NPDES Other
Facility Address: 8377 Creedmoor Road Raleigh NC 27613 TYPE OF PERMITTED OPERATION BEING MONITORED
Raleigh s'r1111 NC 27613 County Wake ❑ Lagoon ❑ Remediation: Infiltration Gallery
l7in> ❑ Spray Field ❑ Remediation: Pump and Treat
rW--r111tLocatio'Cn`/`S'ite
act Perso: Justin Ballard Telephone#: [phone] ❑ Rotary Distributor ❑ Land Application of Sludge
Name: Former Pro Cleaners No. of wells to be sampled: 20 ❑ Water Source Heat Pump ❑ Other:
ILL ID NUMBER (from Permit): MW-24S
Date sample collected: 6/15/2015
FIELD ANALYSES:
WAS DRY
I Depth: 50 ft.
Well Diameter: 2 in.
pH 00400: 5.09 units Temp. 00010: 28.89 oC
at time of
sampling,
th to Water Level 82546: 24.23 ft. below measuring point
Screened Interval: 30 ft. to 50 ft.
Spec. Cond. 00094: 30 ps/cm2
check
Isuring Point is 0 ft. above land surface
Relative M.P. Elevation: 475.48 ft.
Odor 00085:
here:
Ime of water pumped/bailed before sampling: 9
jauePr_minutes (to parameter stabilization)
Appearance
iDles for metals were collected unfiltered: ❑ YES ❑
NO and field acidified: ❑ YES I] NO
ete sample analyzed: 6/16,17,18,19,22,23/2015
Laboratory Name: Con -test Analytical Laboratory
Certification No. 652
kRAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615 0.0087
mg/L
Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616
/100mL
Nitrate (NO3) as N 00620 0.56
mg/L
Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507 Not Detected
mg/L
Other (Specify Compounds and Concentration Units):
Dissolved Solids:Total 70300
mg/L
Al -Aluminum o1105
mg/L
Tetrachloroethene: 0.021 mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
Trichloroethene: Not Detected
TOC 00680 Not Detected
mg/L
Ca - Calcium 00916
mg/L
cis-1,2-Dichloroethene: Not Detected
Chloride 00940
mg/L
Cd - Cadmium 01027
ug/L
trans- 1,2-Dichloroethene: Not Detected
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Vinyl chloride: Not Detected
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045 '1200
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945 Not Detected
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? ❑ Yes (1) ❑ No (0)
Specific Conductance 00095
ItMhos
K - Potassium 00937
mg/L
VOC 78732 method # EPA 8260B
Total Ammonia 00610 0.29
mg/L
Mg - Magnesium 00927
mg/L
Total Organic Carbon method # EPA 5310C
(Ammonia Nitrogen; NH, as N; Ammonia Nitrogen, Total)
Mn - Manganese 01055 21
ug/L
Sulfate , method # ASTM D516-90
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
Ammonia, sulfide, nitrate, nitrite method # EPA 4500
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0.08532 mg/L Effluent Total VOCs: 0 mg/L VOC Removal% 100
Permittee (or Authorized Agent) Name and Title - Please print or type
GW-59 Rev.8/2013

ROUNDWATER QUALITY MONITORING:
OMPLIANCE REPORT FORM
Facility Name: Former Pro Cleaners
Permit Name (if different):
Facility Address: 8377 Creedmoor Road Raleigh NC 27613
Raleigh Stroo1 NC
(City)
Contact Person: Justin Ballard
Well Location/Site Name: Former Pro Cleaners
27613
(7t))
WELL ID NUMBER (from Permit): 8404 Azalea Place
Well Depth: NA ft.
Depth to Water Level 82546: NA ft. below measuring point
Measuring Point is NA ft. above land surface
Volume of water pumped/bailed before sampling: NA
Samples for metals were collected unfiltered: m YES
or
SUBMIT FORM ON YELLOW PAPER ONLY
County Wake
Telephone#: [phone]
No. of wells to be sampled: 20
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
1617 MAIL SERVICE CENTER, RALEIGH,
NC 27699-1617 Phone: [phone]
PERMIT Number:
Expiration Date: July31,2016
Non -Discharge WQ0035324
UIC
NPDES
Other
TYPE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon
❑ Remediation: Infiltration Gallery
❑ Spray Field
© Remediation: Pump and Treat
❑ Rotary Distributor
❑ Land Application of Sludge
❑ Water Source Heat Pump
❑ Other:
Date sample collected: 6/15/2015
Well Diameter: NA in.
Screened Interval: NA ft. to NA ft.
Relative M.P. Elevation: NA ft.
galleAs minutes
NO and field acidified: ❑ YES 0 NO
Date sample analyzed: 6n3115 Laboratory Name
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
Coliform: MF Fecal 31616
/100mL
Nitrate (NO3) as N 00620
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
Dissolved Solids:Total 70300
mg/L
Al -Aluminum 01105
pH (Lab) 00403
units
Be - Barium 01007
TOC 00680
mg/L
Ca - Calcium 00916
Chloride 00940
mg/L
Cd - Cadmium 01027
Arsenic 01002
ug/L
Chromium: Total 01034
Grease and Oils 00552
mg/L
Cu - Copper 01042
Phenol 32730
ug/L
Fe - Iron 01045
Sulfate 00945
mg/L
Hg - Mercury 71900
Specific Conductance 000m
ttMhos
K - Potassium 00937
Total Ammonia 00610
mg/L
Mg - Magnesium 00927
(Ammonia Nitrogen; NH,as N; Ammonia Nitrogen, Total)
Mn -Manganese oloss
TKN as N 00625
mg/L
Ni - Nickel 01067
Con -test Analytical Laboratory
FIELD ANALYSES: WAS DRY
p 27 p at time of
H ooaoo: units Temp. 00010: 19.3 °C
sampling,
Spec. Cond. 000sa: 75 )JS/Cm2 check
Odor 00085: here:
Appearance E]
Certification No. 652
mg/L
Pb - Lead o1o51 ug/L
mg/L
Zn - Zinc 01092 mg/L
mg/L
mg/L
Other (Specify Compounds and Concentration Units):
mg/L
Tetrachloroethene: Not Detected
ug/L
Trichloroethene: Not Detected
mg/L
cis-1,2-Dichloroethene: Not Detected
ug/L
trans- 1,2-Dichloroethene: Not Detected
ug/L
Vinyl chloride: Not Detected
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
ug/L
Lab Report Attached? ED Yes (1) ❑ No (0)
mg/L
VOC 78732 method # EPA 8260B
mg/L
method #
ug/L
method #
ug/L
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0.08532 mg/L Effluent Total VOCs: 0 mg/L VOC Removal% 100
f19
Permittee (or Authorized Agent) Name and Title - Please print or type
GW-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
• . DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING: DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM 1617 MAIL SERVICE CENTER, RALEIGH, NC 27699.1617 Phone: [phone]
FACILITY INFORMATION Please Print Clearly or Type PERMIT Number: Expiration Date: July 31, 2016
Facility Name: Former Pro Cleaners Non -Discharge WQ0035324 UIC
Permit Name (if different): NPDES Other
Facility Address: 8377 Creedmoor Road Raleigh NC 27613 TYPE OF PERMITTED OPERATION BEING MONITORED
Raleigh NC 27613 County Wake ❑ Lagoon ❑ Remediation: Infiltration Gallery
t7"'I ❑ Spray Field © Remediation: Pump and Treat
Contact Person: Justin Ballard Telephone#: [phone] ❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Former Pro Cleaners No. of wells to be sampled: 20 ❑ Water Source Heat Pump ❑ Other:
WELL ID NUMBER (from Permit): 8405 Azalea Place Date sample collected: 6/15/201E
Well Depth: NA ft. Well Diameter: NA in.
Depth to Water Level 82546: NA ft. below measuring point Screened Interval: NA ft.
Measuring Point is NA ft. above land surface Relative M.P. Elevation: NA
Volume of water pumped/bailed before sampling: NA 4da4eaTmlflUteS
Samples for metals were collected unfiltered: ❑ YES ❑ NO and field acidified: ❑ YES
to NA ft.
ft.
❑+ NO
FIELD ANALYSES:
pH 00400: 8 units
Spec. Cond. 00094: 257
Odor 00085:
Appearance
Temp. 00010: 22.27 °C
US/Cm2
WAS DRY
at time of
sampling,
check
here:
LABORATORY INFORMATION
Date sample analyzed: 6123115
Laboratory Name:
Con -test Analytical Laboratory
Certification No. 652
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
mg/L
Pb - Lead 01051 ug/L
Coliform: MF Fecal31616
/100mL
Nitrate (NO3) as N 00620
mg/L
Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L
Other (Specify Compounds and Concentration Units):
Dissolved Solids:Total 70300
mg/L
Al - Aluminum 01105
mg/L
Tetrachloroethene: Not Detected
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
Trichlorcethene: 0.00041J mg/L
TOC 00680
mg/L
Ca - Calcium 00916
mg/L
cis-1,2-Dichloroethene: Not Detected
Chloride 00940
mg/L
Cd - Cadmium 01027
ug/L
trans-1,2-Dichloroethene: Not Detected
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Vinyl chloride: Not Detected
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? El Yes (1) ❑ No (0)
Specific Conductance o0095
FtMhos
K - Potassium 00937
mg/L
VOC 78732 method # EPA 8260B
Total Ammonia 00610
mg/L
Mg - Magnesium 00927
mg/L
method #
(Ammonia Nitrogen; NH3as N; Ammonia Nitrogen, Total)
Mn - Manganese 01055
ug/L
, method #
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0.08532 mg/L Effluent Total VOCs: 0 mg/L VOC Removal% 100
:S-)L-gy l C . 5 Aft Pf>
Permittee (or Authorized Agent) Name and Title - Please print or type
GW-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
• • .
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING:
DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
1617 MAIL SERVICE CENTER, RALEIGH, NC 27699-1617 Phone: [phone]
FACILITY INFORMATION
Please Print Clearly or Type
PERMIT Number: Expiration Date: July31,2016
Facility Name: Former Pro Cleaners
Non -Discharge WQ0035324 UIC
Permit Name (if different):
NPDES
Other
Facility Address: 8377 Creedmoor Road Raleigh INC 27613
TYPE
OF PERMITTED OPERATION BEING MONITORED
Raleigh so- cl NC
27613
County Wake
Cl
Lagoon ❑ Remediation: Infiltration Gallery
c,Isiaml
(zip)
❑
Spray Field © Remediation: Pump and Treat
Contact Person: Justin Ballard
Telephone#: [phone]
❑
Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Former Pro Cleaners
No. of wells to be sampled:
20
❑
Water Source Heat Pump ❑ Other:
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): 8409 Azalea Place
Date sample collected: NA
FIELD ANALYSES:
WAS DRY
Well Depth: NA ft.
Well Diameter: NA
in.
pH 00400: NA units Temp. 00010: NA C
at time of
sampling,
Depth to Water Level 82546: NA ft. below measuring
point
Screened Interval: NA
ft. to NA ft.
Spec. Cond. 00094: NA NS/Cm2
check
Measuring Point is NA ft. above land surface
Relative M.P. Elevation: NA
ft.
Odor 00085:
here:
Volume of water pumped/bailed before sampling:
NA
tdalleas.minutes
Appearance
Samples for metals were collected unfiltered: ❑
YES ❑
NO and field acidified: ❑ YES
❑r NO
LABORATORY INFORMATION
Date sample analyzed:
Laboratory Name: Con -test Analytical Laboratory
Certification No. 652
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
mg/L
Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616
/100mL
Nitrate (NO3) as N 00620
mg/L
Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
Fri
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L
Other (Specify Compounds and Concentration Units):
Dissolved Solids:Total 70300
mg/L
Al -Aluminum 01105
mg/L
Tetrachloroethene:
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
Trichloroethene:
TOC 00680
mg/L
Ca - Calcium 00916
mg/L
cis-1,2-Dichloroethene:
Chloride 00940
mg/L
Cd - Cadmium 01027
ug/L
trans- 1,2-Dichloroethene:
Arsenic 01002
ug/L
Chromium: Total o1o34
ug/L
Vinyl chloride:
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
ri
Hg - Mercury 71900
ug/L
Lab Report Attached? ❑ Yes (1) ❑ No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L
VOC 78732 method # EPA 8260E
Total Ammonia 00610
mg/L
Mg - Magnesium 00927
mg/L
method #
(Ammonia Nitrogen; NH,as N;Ammonia Nitrogen, Total)
Mn -Manganese 01055
ug/L
,method #
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0.08532 mg/L Effluent Total VOCs: 0 mg/L VOC Removal°/ 100
75-61,il C. �ALti►C�
Permittee (or Authorized Agent) Name and Title - Please print or type
GW-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
• •
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING:
• • ,
DIVISION OF WATER RESOURCES -INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
1617 MAIL SERVICE CENTER, RALEIGH, NC 27699-1617 Phone: [phone]
FACILITY INFORMATION
Please Print Clearly or Type
PERMIT Number: Expiration Date: July31,2016
Facility Name: Former Pro Cleaners
Non -Discharge WQ0035324 UIC
Permit Name (if different):
NPDES
Other
Facility Address: 8377 Creedmoor Road Raleigh NC 27613
TYPE
OF PERMITTED OPERATION BEING MONITORED
Raleigh S1r tl NC
27613
County Wake
❑
Lagoon ❑ Remediation: Infiltration Gallery
�Dt , Is,.9.F,
(Zv
❑
Spray Field Q Remediation: Pump and Treat
Contact Person: Justin Ballard
Telephone#: [phone]
❑
Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Former Pro Cleaners
No. of wells to be sampled:
20
❑
Water Source Heat Pump ❑ Other:
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): 8409 Azalea Place
Date sample collected: NA
FIELD ANALYSES:
WAS DRY
Well Depth: NA ft.
Well Diameter: NA
in.
pH ooaoo: NA units Temp. 00010: NA oC
at time of sampling,
Depth to Water Level 82546: NA ft. below measuring
point
Screened Interval: NA
ft. to NA ft.
Spec. Cond. 00094: NA PS/Cm,
check
Measuring Point is NA ft. above land surface
Relative M.P. Elevation: NA
ft.
Odor 00085:
here.
Volume of water pumped/bailed before sampling:
NA
t,alleas-minutes
Appearance
Samples for metals were collected unfiltered: ❑
YES ❑
NO and field acidified: ❑ YES
❑� NO
LABORATORY INFORMATION
Date sample analyzed: 6/23/15
Laboratory Name: Con -test Analytical
Laboratory
Certification No. 652
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
mg/L
Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616
/100mL
Nitrate (NO3) as N 00620
mg/L
Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L
Other (Specify Compounds and Concentration Units):
Dissolved Solids:Total 70300
mg/L
Al -Aluminum 01105
mg/L
'Owner does not want well to be sampled by ATC.
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC 00680
mg/L
Ca - Calcium 00916
mg/L
Chloride 00940
mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? ❑ Yes (1) ❑ No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L
VOC 78732 method #
Total Ammonia 00610
mg/L
Mg - Magnesium 00927
mg/L
method #
(Ammonia Nitrogen; NH3as N;Ammonia Nitrogen, Total)
Mn - Manganese 01055
ug/L
, method #
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0,08532 mg/L Effluent Total VOCs: 0 mg/L VOC Removal% 100
GW-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
• . . DEPARTMENT OF ENVIRONMENT 8 NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING: NLj . DIVISION OF WATER RESOURCES -INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM 1617 MAIL SERVICE CENTER, RALEIGH, NC 27699-1617 Phone: [phone]
FACILITY INFORMATION Please Print Clearly or Type PERMIT Number: Expiration Date: July 31, 2016
Facility Name: Former Pro Cleaners Non -Discharge W00035324 UIC
Permit Name (if different): NPDES Other
Facility Address: 8377 Creedmoor Road Raleigh NC 27613 TYPE OF PERMITTED OPERATION BEING MONITORED
Raleigh NC 27613 County Wake ❑ Lagoon ❑ Remediation: Infiltration Gallery
(7,) Spray Field Q Remediation: Pump and Treat
Contact Person: Justin Ballard Telephone#: [phone] ❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Former Pro Cleaners No. of wells to be sampled: 20 ❑ Water Source Heat Pump ❑ Other:
L ID NUMBER (from Permit): 8401 Camellia Drive
Depth: 111 ft.
h to Water Level 82546: NA ft. below measuring point
curing Point is NA ft. above land surface
ne of water pumped/bailed before sampling: NA
Y
Date sample collected: 6/15/2015
Well Diameter: NA in.
Screened Interval: NA ft.
Relative M.P. Elevation: NA
laAeasminutes
NO and field acidified: ❑ YES
to NA ft.
ft.
IM►Ce7
FIELD ANALYSES:
pH 00400: 6.22 units
Spec. Cond. 00094: 275
Odor 00085:
Appearance
WAS DRY
Temp. 000lo: 19.93 oC at time of
sampling,
us/Cm2 check
LABORATORY INFORMATION
Date sample analyzed: 6t23115
Laboratory Name:
Con -test Analytical Laboratory
Certification No. 652
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
mg/L
Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616
/100mL
Nitrate (NO3) as N 00620
mg/L
Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L
Other (Specify Compounds and Concentration Units):
Dissolved Solids:Total 70300
mg/L
Al -Aluminum 01105
mg/L
Tetrachloroethene: Not Detected
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
Trichloroethene: Not Detected
TOC 00680
mg/L
Ca - Calcium 00916
mg/L
cis-1,2-Dichloroethene: Not Detected
Chloride 00940
mg/L
Cd - Cadmium 01027
ug/L
trans- 1,2-Dichloroethene: Not Detected
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Vinyl chloride: Not Detected
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? ❑� Yes (1) ❑ No (0)
Specific Conductance 00095
[Mhos
K - Potassium 00937
mg/L
VOC 78732 method # EPA 8260E
Total Ammonia 00610
mg/L
Mg - Magnesium 00927
mg/L
method #
(Ammonia Nitrogen; NH3 as N; Ammonia Nitrogen, Total)
Mn - Manganese 01055
ug/L
, method #
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0.08532 mg/L Effluent Total VOIDS: 0 mg/L VOC Removal% 100
Q-a,0A c . '&A"AZ-V>
Permittee (or Authorized Agent) Name and Title - Please print or type
GW-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
• •
.
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING:
, • ,
DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
1617 MAIL SERVICE CENTER, RALEIGH, NC 27699.1617 Phone: [phone]
FACILITY INFORMATION
Please Print Clearly or Type
PERMIT Number: Expiration Date: July 31, 2016
Facility Name: Former Pro Cleaners
Non -Discharge
WQ0035324 UIC
Permit Name (if different):
NPDES Other
Facility Address: 8377 Creedmoor Road Raleigh NC 27613
TYPE
OF PERMITTED OPERATION BEING MONITORED
Raleigh NC
27613
County Wake
❑
Lagoon ❑ Remediation: Infiltration Gallery
cy� mi,,I
znl
❑
Spray Field © Remediation: Pump and Treat
Contact Person: Justin Ballard
Telephone#: [phone]
❑
Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Former Pro Cleaners
No. of wells to be sampled: 20
❑
Water Source Heat Pump ❑ Other:
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): 8404 Camellia Drive
Date sample collected: 6/15/2015
FIELD ANALYSES:
WAS DRY
Well Depth: NA ft.
Well Diameter: NA in.
pH 00400: 6.5 units Temp. 00010: 20.74 oC
at time of
sampling,
Depth to Water Level ersas: NA ft. below measuring point
Screened Interval: NA ft.
to NA ft.
Spec. Cond. 000sa: 75 Ns/cm2
check
Measuring Point is NA ft. above land surface
Relative M.P. Elevation: NA
ft.
Odor 00085:
here:
Volume of water pumped/bailed before sampling:
NA
minutes
Appearance
❑
Samples for metals were collected unfiltered: ❑
YES ❑
NO and field acidified: ❑ YES ❑
NO
LABORATORY INFORMATION
Date sample analyzed: 6/23/15
Laboratory Name: Con -test Analytical
Laboratory
Certification No. 652
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
mg/L
Pb - Lead o1o51 ug/L
Coliform: MF Fecal 31616
/100mL
Nitrate (NO3) as N 00620
mg/L
Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L
Other (Specify Compounds and Concentration Units):
Dissolved Solids:Total 70300
mg/L
Al - Aluminum 01105
mg/L
Tetrachloroethene: Not Detected
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
Trichloroethene: 0.0023 mg/L
TOC 00680
mg/L
Ca - Calcium 00916
mg/L
cis- 1,2-Dichloroethene: 0.008 mg/L
Chloride 00940
mg/L
Cd - Cadmium 01027
ug/L
trans-1,2-Dichloroethene: 0.00031J mg/L
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Vinyl chloride: Not Detected
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? El Yes (1) ❑ No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L
VOC 78732 method # EPA 8260E
Total Ammonia 00610
mg/L
Mg - Magnesium 00927
mg/L
method #
(Ammonia Nitrogen; NH,as N;Ammonia Nitrogen, Total)
Mn - Manganese 01055
ug/L
, method #
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0.08532 mg/L Effluent Total VOCs: 0 mg/L VOC Removal% 100
Permittee (or Authorized Agent) Name and Title - Please print or type
GW-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
DEPARTMENT OF ENVIRONMENT 8 NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING: , DIVISION OF WATER RESOURCES -INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM 1617 MAIL SERVICE CENTER, RALEIGH, NC 27699-1617 Phone: [phone]
FACILITY INFORMATION Please Print Clearly or Type PERMIT Number: Expiration Date: July31,2016
Facility Name: Former Pro Cleaners Non -Discharge WQ0035324 UIC
Permit Name (if different): NPDES Other
Facility Address: 8377 Creedmoor Road Raleigh NC 27613 TYPE OF PERMITTED OPERATION BEING MONITORED
Raleigh NC 27613 County Wake ❑ Lagoon ❑ Remediation: Infiltration Gallery
(CRY) izpl ❑ Spray Field 0 Remediation: Pump and Treat
Contact Person: Justin Ballard Telephone#: [phone] ❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Former Pro Cleaners No. of wells to be sampled: 20 ❑ Water Source Heat Pump ❑ Other:
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): 8405 Camellia Drive
Date sample collected: 6/15/2015
FIELD ANALYSES:
WAS DRY
NA
Well Depth: ft.
NA
Well Diameter: in.
6.21 20.43
pH ooaoo: units Temp. 000lo: oC
at time of
sampling,
Depth to Water Level 82546: NA ft. below measuring point
Screened Interval: NA ft. to NA ft.
Spec. Cond. 00094: 146 ).tS/Cm2
check
Measuring Point is NA ft. above land surface
Relative M.P. Elevation: NA ft.
Odor 00085:
here:
Volume of water pumped/bailed before sampling: NA
minutes
Appearance
1-1
Sam les for metals were collected unfiltered: ❑ YES ❑
NO and field acidified: ❑ YES ❑ NO
LABORATORY INFORMATION
Date sample analyzed: 6t23115
Laboratory Name:
Con -test Analytical Laboratory
Certification No. 652
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
mg/L
Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616
/100mL
Nitrate (NO3) as N 00620
mg/L
Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L
Other (Specify Compounds and Concentration Units):
Dissolved Solids:Total 70300
mg/L
AI -Aluminum oilo5
mg/L
Tetrachloroethene: Not Detected
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
Trichloroethene: Not Detected
TOC 00680
mg/L
Ca - Calcium oo916
mg/L
cis- 1,2-Dichloroethene: 0.00033J mg/L
Chloride 00940
mg/L
Cd - Cadmium 01027
ug/L
trans- 1,2-Dichloroethene: Not Detected
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Vinyl chloride: Not Detected
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? ❑e Yes (1) ❑ No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L
VOC 78732 method # EPA 8260E
Total Ammonia 00610
mg/L
Mg - Magnesium 00927
mg/L
method #
(Ammonia Nitrogen; NH,as N;Ammonia Nitrogen, Total)
Mn - Manganese o1o55
ug/L
, method #
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0.08532 mg/L Effluent Total VOCs: 0 mg/L VOC Removal% 100
GW-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
• •
.
DEPARTMENT OF ENVIRONMENT 8 NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING:
• , ,
DIVISION OF WATER RESOURCES -INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
1617 MAIL SERVICE CENTER, RALEIGH, INC 27699-1617 Phone: [phone]
FACILITY INFORMATION
Please Print Clearly or Type
PERMIT Number: Expiration Date: July 31. 2ote
Facility Name: Former Pro Cleaners
Non -Discharge WQ0035324 UIC
NPDES Other
Permit Name (if different):
Facility Address: 8377 Creedmoor Road Raleigh NC
27613
TYPE
❑
OF PERMITTED OPERATION BEING MONITORED
Lagoon ❑ Remediation: Infiltration Gallery
Raleigh NC 27613 County Wake
(C"v'
(Z"')
❑
Spray Field © Remediation: Pump and Treat
Contact Person: Justin Ballard
Telephone#: [phone]
❑
Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Former Pro Cleaners
No. of wells to be sampled: 20
❑
Water Source Heat Pump ❑ Other:
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): 8408 Camellia Drive
Date sample collected: 6/15/2015
FIELD ANALYSES:
WAS DRY
Well Depth: NA ft.
Well Diameter: NA in.
pH 00400: 7.05 units Temp. 00010: 22.96 oC
at time of
sampling,
Depth to Water Level 82546: NA ft. below measuring
point
Screened Interval: NA ft.
to NA ft.
Spec. Cond. 00094: 259 PS/Cm2
check
Measuring Point is NA ft. above land surface
Relative M.P. Elevation: NA
ft.
Odor 00085:
here:
Volume of water pumped/bailed before sampling:
NA
�alleasminuteS
Appearance
Samples for metals were collected unfiltered: m
YES ❑
NO and field acidified: ❑ YES ❑
NO
LABORATORY INFORMATION
Date sample analyzed: 6/23115
Laboratory Name: Con -test Analytical
Laboratory
Certification No. 652
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
mg/L
Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616
/100mL
Nitrate (NO3) as N 00620
mg/L
Zn - Zinc 01092 mg/L
Coliform: MF Total 31504
/1 OOmL
Phosphorus: Total as P 00665
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L
Other (Specify Compounds and Concentration Units):
Dissolved Solids:Total 70300
mg/L
Al -Aluminum 01105
mg/L
Tetrachloroethene: Not Detected
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
Trichloroethene: 0.00061J mg/L
TOC oomo
mg/L
Ca - Calcium 00916
mg/L
cis-1,2-Dichloroethene: 0.0032 mg/L
Chloride 00940
mg/L
Cd - Cadmium 01027
ug/L
trans-1,2-Dichloroethene: Not Detected
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Vinyl chloride: Not Detected
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
Fri
Hg - Mercury 71900
ug/L
Lab Report Attached? ❑� Yes (1) ❑ No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L
VOC 78732 method # EPA 8260E
Total Ammonia 00610
mg/L
Mg - Magnesium 00927
mg/L
method #
(Ammonia Nitrogen; NH3 as N; Ammonia Nitrogen, Total)
Mn- Manganese o1o55
ug/L
, method #
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0.08532 mg/L Effluent Total VOCs: 0 mg/L VOC Removal% 100
Permittee (or Authorized Agent) Name and Title - Please print or type
GW-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
• .
.
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING:
DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM
1617 MAIL SERVICE CENTER, RALEIGH, NC 27699-1617 Phone: [phone]
FACILITY INFORMATION
Please Print Clearly or Type
PERMIT Number: Expiration Date: July 31, 2016
Facility Name: Former Pro Cleaners
Non -Discharge WQ0035324 UIC
Permit Name (if different):
NPDES Other
Facility Address: 8377 Creedmoor Road Raleigh NC 27613
TYPE OF PERMITTED OPERATION BEING MONITORED
RaleighNC
27613
CountyWake
11 Lagoon ❑ Remediation: Infiltration Gallery
01v 07a,
17,)
❑ Spray Field 10 Remediation: Pump and Treat
Contact Person: Justin Ballard
Telephone#: [phone]
❑ Rotary Distributor ❑ Land Application of Sludge
Well Location/Site Name: Former Pro Cleaners
No. of wells to be sampled: 20
❑ Water Source Heat Pump ❑ Other:
SAMPLING INFORMATION
If WELL
WELL ID NUMBER (from Permit): 8409 Camellia Drive
Date sample collected: 6/15/2015
FIELD ANALYSES:
WAS DRY
Well Depth: NA ft.
Well Diameter: NA in.
pH 00400: 6.54 units Temp. 00010: 20.67 oC
at time of
sampling,
Depth to Water Level 82546: NA ft. below measuring340
point
Screened Interval: NA ft.
to NA
ft. Spec. Cond. 000sa: )JS/Cm 2
check
Measuring Point is NA ft. above land surface
Relative M.P. Elevation: NA
ft.
Odor 00085:
here:
Volume of water pumped/bailed before sampling:
NA
4auerminutes
Appearance
Samples for metals were collected unfiltered: ❑
YES ❑
NO and field acidified: ❑ YES r❑
NO
LABORATORY INFORMATION
Date sample analyzed: 6/23/15
Laboratory Name: Con -test Analytical
Laboratory Certification No. 652
PARAMETERS NOTE: Values should reflect dissolved and colloidal
concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
mg/L
Pb - Lead 01051 ug/L
Coliform: MF Fecal 31616
11001
Nitrate (Ni as N 00620
mg/L
Zn - Zinc 01092 ni
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
mg/L
(Note: Use MPNmethod for highly turbid samples)
Orthophosphate 70507
mg/L
Other (Specify Compounds and Concentration Units):
Dissolved Solids:Total 70300
mg/L
AI -Aluminum 01105
mg/L
Tetrachloroethene: Not Detected
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
Trichloroethene: 0.00021 ri
TOC 00680
mg/L
Ca - Calcium 00916
mg/L
cis-1,2-Dichloroethene: 0.00088J mg/L
Chloride 00940
mg/L
Cd - Cadmium 01027
1
trans- l,2-Dichloroethene: Not Detected
Arsenic 01002
1
Chromium: Total o1o34
ug/L
Vinyl chloride: Not Detected
Grease and Oils 00552
ni
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
1
Fe - Iron 01045
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? ❑� Yes (1) ❑ No (0)
Specific Conductance 00095
µMhos
K - Potassium 00937
mg/L
VOC 78732 method # EPA 8260E
Total Ammonia 00610
mg/L
Mg - Magnesium 00927
ni
method #
(Ammonia Nitrogen; NH, as N; Ammonia Nitrogen, Total)
Mn -Manganese 01055
ug/L
,method #
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0.08532 mg/L Effluent Total VOCS: 0 mq/L VOC Removal% 100
Permittee (or Authorized Agent) Name and Title - Please print or type
GW-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
• . . DEPARTMENT OF ENVIRONMENT 8 NATURAL RESOURCES
GROUNDWATER QUALITY MONITORING: , , DIVISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
COMPLIANCE REPORT FORM 1617 MAIL SERVICE CENTER, RALEIGH, NC 27699-1617 Phone: [phone]
FACILITY INFORMATION Pease Print Cleary or Type PERMIT Number: Expiration Date: July31,2016
Facility Name: Former Pro Cleaners Non -Discharge W00035324 UIC
Permit Name (if different): NPDES Other
Facility Address: 8377 Creedmoor Road Raleigh NC 27613 TYPE OF PERMITTED OPERATION BEING MONITORED
Raleigh s« , NC 27613 County Wake ❑ Lagoon ❑ Remediation: Infiltration Gallery
cry, s��:„ z,�„ ❑ Spray Field © Remediation: Pump and Treat
Fwc'e
act Person: Justin Ballard Telephone#: [phone] ❑ Rotary Distributor ❑ Land Application of Sludge
Location/Site Name: Former Pro Cleaners No. of wells to be sampled: 20 ❑ Water Source Heat Pump ❑ Other:
L ID NUMBER (from Permit): 8412 Camellia Drive
Depth: NA ft.
h to Water Level 82546: NA ft. below measuring point
curing Point is NA ft. above land surface
ne of water pumped/bailed before sampling: NA
oles for metals were collected unfiltered: 0 YES
Date sample collected: NA
Well Diameter: NA
Screened Interval: NA
Relative M.P. Elevation: NA
minutes
Date sample analyzed: NA Laboratory Name
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
Coliform: MF Fecal 31616
/100mL
Nitrate (NO3) as N 00620
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
Dissolved Solids:Total 70300
mg/L
AI -Aluminum 01105
pH (Lab) 00403
units
Ba - Barium 01007
TOC 00680
mg/L
Ca - Calcium 00916
Chloride 00940
mg/L
Cd - Cadmium 01027
Arsenic 01002
ug/L
Chromium: Total 01034
Grease and Oils 00552
mg/L
Cu - Copper 01042
Phenol 32730
ug/L
Fe - Iron 01045
Sulfate 00945
mg/L
Hg - Mercury 71900
Specific Conductance 00095
µMhos
K - Potassium 00937
Total Ammonia 00610
mg/L
Mg - Magnesium 00927
(Ammonia Nitrogen; NH3as N;Ammonia Nitrogen, Total)
Mn -Manganese 01055
TKN as N 00625
mg/L
Ni - Nickel 01067
in.
ft. to NA ft.
ft.
Ir
Con -test Analytical Laboratory
If WELL
FIELD ANALYSES:
WAS DRY
pH 0040o: NA units Temp. 00010: NA oC
at time of
sampling,
Spec. Cond. 00094: NA NS/Cm2
check
Odor 00085:
here:
Appearance
0
Certification No. 652
mg/L
Pb - Lead o1o51 ug/L
mg/L
Zn - Zinc 01092 mg/L
mg/L
mg/L
Other (Specify Compounds and Concentration Units):
mg/L
ug/L
mg/L
ug/L
ug/L
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
ug/L
Lab Report Attached? ❑ Yes (1) ❑ No (0)
mg/L
VOC 78732 method # EPA 8260E
mg/L
method #
ug/L
method #
ug/L
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0.08532 mg/L Effluent Total VOCs: 0 mg/L VOC Removal% 100
G1 J �/ N L L7iQ
Permittee (or Authorized Agent) Name and Title - Please print or type
ar/IQ
(Date)
GW-59 Rev.8/2013

SUBMIT FORM ON YELLOW PAPER ONLY
GROUNDWATER QUALITY MONITORING:
COMPLIANCE REPORT FORM
ikC I LITY INFORMATION Please Print Clearly or Type
acility Name: Former Pro Cleaners
ermit Name (if different):
3cilityAddress: 8377 Creedmoor Road Raleigh NC 27613
Raleigh NC 27613 County Wake
ra1,
tact Person: Justin Ballard
I Location/Site Name: Former Pro Cleaners
rsmi�e (Z,jp;
Telephone#: [phone]
No. of wells to be sampled: 20
'ELL ID NUMBER (from Permit): 8413 Camellia Drive Date sample collected: NA
ell Depth: NA ft. Well Diameter: NA
apth to Water Level 82546: NA ft. below measuring point Screened Interval: NA
easuring Point is NA ft. above land surface Relative M.P. Elevation: NA
31ume of water pumped/bailed before sampling: NA ja49FI&minutes
am les for metals were collected unfiltered: ❑ YES ❑ NO and field acidified: ❑ YES
in.
ft. to NA ft.
ft.
R
_PARTMENT OF ENVIRONMENT & NATURAL RESOURCES
VISION OF WATER RESOURCES - INFORMATION PROCESSING UNIT
17 MAIL SERVICE CENTER, RALEIGH,
INC 27699-1617 Phone: [phone]
ERMIT Number:
Expiration Date: July31.2016
on -Discharge WQ0035324
UIC
PDES
Other
YPE OF PERMITTED OPERATION BEING MONITORED
❑ Lagoon
❑ Remediation: Infiltration Gallery
❑ Spray Field
© Remediation: Pump and Treat
❑ Rotary Distributor
❑ Land Application of Sludge
❑ Water Source Heat Pump
❑ Other:
FIELD ANALYSES: WAS DRY
pH 00400: NA units Temp. 00010: NA C at time of
sampling,
Spec. Cond. 00094: NA NS/Cm2 check
Odor 00085: here:
Appearance a
LABORATORY INFORMATION
Date sample analyzed: NA
Laboratory Name:
Con -test Analytical Laboratory
Certification No.
652
PARAMETERS NOTE: Values should reflect dissolved and colloidal concentrations.
COD 00335
mg/L
Nitrite (NO2) as N 00615
mg/L
Pb - Lead 01051
ug/L
Coliform: MF Fecal 31616
/100mL
Nitrate (NO3) as N 00620
mg/L
Zn - Zinc 01092
mg/L
Coliform: MF Total 31504
/100mL
Phosphorus: Total as P 00665
mg/L
(Note: Use MPN method for highly turbid samples)
Orthophosphate 70507
mg/L
Other (Specify Compounds and Concentration Units):
Dissolved Solids:Total 70300
mg/L
Al -Aluminum 01105
mg/L
pH (Lab) 00403
units
Ba - Barium 01007
ug/L
TOC 00680
mg/L
Ca - Calcium 00916
mg/L
Chloride 00940
mg/L
Cd - Cadmium 01027
ug/L
Arsenic 01002
ug/L
Chromium: Total 01034
ug/L
Grease and Oils 00552
mg/L
Cu - Copper 01042
mg/L
ORGANICS: (by GC, GC/MS, HPLC)
Phenol 32730
ug/L
Fe - Iron 01045
ug/L
(Specify test and method #. ATTACH LAB REPORT.)
Sulfate 00945
mg/L
Hg - Mercury 71900
ug/L
Lab Report Attached? ❑� Yes (1)
❑ No (0)
Specific Conductance 00095
ttMhos
K - Potassium 00937
mg/L
VOC 78732 method #
EPA 8260B
Total Ammonia 00610
mg/L
Mg - Magnesium 00927
mg/L
method #
(Ammonia Nitrogen; NH, as N; Ammonia Nitrogen, Total)
Mn - Manganese 01055
ug/L
, method #
TKN as N 00625
mg/L
Ni - Nickel 01067
ug/L
method #
For Remediation Systems Only (Attach Lab Reports): Influent Total VOCs: 0.08532 mg/L Effluent Total VOCs: 0 mg/L VOC Removal% 100
I- S
Permittee (or Authorized Agent) Name and Title - Please print or type

GW-59A Question #5
MW-5: PCE - 6/16/2015 (0.0035), 3/19/2015 (0.0025), 12/18/2014 (0.0036), 9/25/2014
(0.0022), 6/18/14 (0.0012), 3/27/2014 (0.0014), 12/11/2013 (0.0033), 09/10/2013 (0.0041),
05/30/2013 (0.0026)
MW-10B: PCE - 6/18/2015 (0.11), 3/19/2015 (0.11), 12/18/2014 (0.18), 9/25/2014 (0.17),
6/18/14 (0.15), 3/27/2014 (0.19), 12/13/2013 (0.11), 09/12/2013 (0.046), 05/31/2013 (0.039)
MW-11A: PCE - 6/18/2015 (0.002), 3/18/2015 (0.00086), 12/16/2014 (0.0012), (9/23/2014
(0.0033), 6/18/14 (0.0015), 3/26/2014 (0.00096), 09/12/2013 (0.0014), 05/29/2013 (0.0033),
02/27/2013 (0.0027)
MW-12: PCE - 6/17/2015 (0.00077), 3/20/2015 (0.00074)
MW-16: PCE - 6/18/2015 (0.0055), 3/19/2015 (0.0044), 12/18/2014 (0.0043), 9/25/2014
(0.0041), 6/18/14 (0.0019), 3/26/2014 (0.0024), 12/11/2013 (0.011), 09/10/2013 (0.0063),
05/30/2013 (0.0066)
MW-24S: PCE - 6/15/2015 (0.021), 3/17/2015 (0.030), 12/17/2014 (0.038), 9/23/2014 (0.0.32),
6/16/14 (0.0099), 3/24/2014 (0.043), 12/10/2013 (0.0077), 09/10/2013 (0.004), 05/29/2013
(0.007), 02/25/2013 (0.008)
MW-24D: PCE - 6/15/2015 (0.0012), 3/18/2015 (0.00090), 12/17/2014 (0.00078), 9/23/2014
(0.0.00087), 12/10/2013 (0.0014), 09/10/2013 (0.0021), 05/29/2013 (0.0016), 02/27/2013
(0.0015)
EW-8 (IW-8): PCE - 3/20/2015 (0.24), 12/18/14 (0.26), 9/25/2014 (0.29), 6/20/14 (0.28),
3/27/2014 (0.43), 12/11/2013 (0.47), 09/11/2013 (0.18), 05/30/2013 (0.093), 02/28/2013
(0.12), 11/30/12 (0.081); TCE - 9/25/2014 (0.0032J), 6/18/14 (0.0.0033J), 3/27/2014 (0.0040)
EW-9 (IW-9): PCE - 6/17/2015 (0.22), 12/18/2014 (0.2), 9/25/2014 (0.17), 3/27/2014 (0.32),
12/12/2013 (0.29), 09/11/2013 (0.087), 05/30/2013 (0.28), 02/28/2013 (0.31), 12/03/12
(0.31);TCE - 3/27/2014 (0.0038), 02/28/2013 (0.0047), 12/03/12 (0.0052); TCE - 6/17/2015
(0.004), 12/18/2014 (0.0042), 3/27/2014 (0.0038)

Former Pro Cleaners
Permit No. WQ0035324
APPENDIX C
ANALYTICAL DATA TABLES
August 10, 2015
Page 5

Table of Contents
1
DSCA 11) No.:
920001
Table/
Description
Check box
Att. No.
if included
Tables
Table 1
Site Chronology
p
Table 2
Analytical Data for Soil
❑
Table 3
Analytical Data for Sub -slab Gas
❑
Table 4
Analytical Data for Soil Gas
❑
Table 5
Analytical Data for Indoor and Outdoor Air
❑
Table 6
Monitoring Well Construction Data
O
Table 7
Groundwater Elevation Data
p
Table 8
Analytical Data for Groundwater
El
Table 9
Analytical Data for Surface Water
❑
Table 10
Water Wells Survey Data
p
Table 11
Analytical Data for Water Supply Well(s)
0
Table 12
Analytical Data for Natural Attenuation Parameters
CJ
Attachments
Aft. 1
Site map showing location(s) of soil boring(s).
❑
Soil contaminant concentration maps showing the concentration at each sampling
Aft. 2
point.
❑
Aft. 3
Soil isoconcentration maps.
❑
Aft. 4
Site map showing location(s) of monitoring wells .
p
Aft. 5
Well completion diagrams and records of construction submitted to state.
❑
Aft. 6
Groundwater gradient map for each sampling event.
p
PCE concentration map showing the concentration at each sampling point and
isoconcentration map. However, if there are significant plumes for other dry-
Aft. 7
cleaning contaminants, contaminant concentration maps for each chemical of
p
concern should be included.
Att. 8
Groundwater concentration trend plots.
p
Att. 9
Map showing locations of surface water sample(s) (if applicable).
❑
Surface water concentration map showing the concentration at each sampling
Att. 10
point (if applicable).
❑
USGS Quad map with plotted water well location(s) within the 1,500 foot and 0.5
Att. 11
mile radii of the site (if applicable).
Att. 12
Site map showing location(s) of monitoring well(s) for natural attenuation paramet,
❑
Att. 13
Site map showing location(s) of indoor air, outdoor air, or soil gas samples.
❑
Att. 14
Air and soil gas concentration map showing the concentration at each sampling oint. ❑
Signed laboratory analytical reports including chain -of custody and quality
Att.15
assurance/quality control (QA/QC) documentation (only if not previously
submitted).
Att. 16
❑
Att. 17
❑
Att. 18
❑
Att. 19
❑
Att. 20
❑
Att. 21
❑
Note:
1. All maps must include a bar scale, north arrow, site name, DSCA ID No., and date.

Table 1: Site Chronology
DSCA II) No.: 920001
Chronolo2v of Events
Instructions: Brief description of all significant events that have occurred since a problem was
Date
suspected at the facility. Commence with the first date a problem was suspected and continue
through the most recent activity described in the current report.
Late 1994 or Early
1995 (report not
A Phase I Environmental Site Assessment (ESA) was prepared by Smith Environmental Technologies (Smith). This
provided)
ESA identified Pro -Cleaners as a potential environmental concern.
A Phase 11 ESA was prepared by Smith. Three 2-inch monitoring wells (MW-1, MW-2, & MW-3) were installed at the
site and three hand auger borings (CS-01, CS-02, & CS-03) were advanced within the the former dry-cleaning location.
Groundwater samples collected from MW-1 (located along the western wall of the building) indicated
June 1995
tetrachloroethylene (PCE) and trichloroethylene (TCE) at concentrations of 1,000 ppb and 24 ppb, respectively. The
average depth -to -groundwater was documented to be —29 feet bgs. PCE was detected in each of the soil borings
(advanced to 3 feet with samples collected from I foot bgs and at 3 feet bgs) at concentrations ranging from 240 ppb to
21 b.
An ESA was prepared by Southeastern Environmental Services, Inc. (SES). The field assessment included the
installation of four monitoring wells (MW-4 through MW-7), collection/analysis of shelby tube samples, and the
collection/analysis of groundwater samples. The four wells were installed to varying depths ranging from 68.5 feet bgs
(MW-5) to 70 feet bgs (MW-4, MW-6, & MW-7). Shelby tube samples were collected during the installation of MW-7
at depths of 29.5-31.5 feet bgs and 37.5-39.5 bgs and analyzed for vertical and horizontal hydraulic conductivity. The
analysis revealed horizontal and vertical hydraulic conductivities of 0.000091 cm/sec and 0.000018 cm/sec, respectively,
December 1995
in the sample collected from above the water table; the analysis also revealed horizontal and vertical hydraulic
contductivities of 0.000017 cm/sec and 0.0000079 cm/sec, respectively, in the sample collected from below the water
table. Groundwater samples were also collected from five monitoring wells (MW-1 and MW4 through MW-7) at the
site. PCE was detected in MW-1 at a concentration of 3410 ppb; PCE was detected in MW4 at a concentration of 204
ppb; and, PCE was detected in MW-5, MW-6, MW-7 at concentrations ranging from 28 ppb to 11 ppb. Groundwater
was also identified as a source for drinking water in the area of the site; a water supply well was identified approximately
)150 feet north of the site
An ESA Addendum and Remedial Action Plan were prepared by SES and Walton Engineering ( Walton). Two
additional monitoring wells were installed at the site; MW-8 was installed to a depth of 83 feet bgs and MW-9 was
installed to a depth of 63 feet bgs. Groundwater samples were collected from eight monitoring wells at the site. PCE
was detected in the samples collected from MW-1 (2895 ppb), MW-4 (663 ppb), and MW-8 (142 ppb). Samples
collected from MW-3, MW-5, M W-6 MW-7, and MW-9 did not contain PCE. Samples collected from MW-I and MW-
July 1996
4 included breakdown chlorinated compounds (TCE and cis-1,2-dichloroet)lene [cis-1,2-DCE]). Water samples were
collected from three water supply wells; chlorinated solvents were not detected in these samples. The Remedial Action
Plan of this report discusses the implentation of several remedial technologies. The report concludes that the most
effective remediation technology for the site would be a combination of air sparging with vapor extraction. Design
schematics and operation and maintanence schedules were provided. The system became was installed and became
ggerational on June 7 6
A Site Assessment Addendum was prepared by SES and Walton. Four additional monitoring wells were installed on the
north side of Strickland Road. Monitoring well MW-l0A was installed to a depth of 80 feet bgs; monitoring well MW-
10B was installed at a depth of 45 feet bgs; MW-11A was installed to a depth of 104 feet bgs; and MW-1113 was
installed to a depth of 35 feet bgs. PCE was detected in groundwater samples collected from MW-1 (1744 ppb), MW4
February 1997
(260 ppb), MW-5 (8.6 ppb), MW-7 (8.7 ppb), MW-8 (347 ppb), and MW-9 (2.2 ppb). Samples collected from MW-I,
MW4, and MW-8 included breakdown chlorinated compounds (TCE and cis-1,2-DCE). Chlorinated compounds were
not detected in MW-3, MW-6, MW-10A, MW-IOB, MW-11A, MW-1113, or the three residential water supply wells
sampled during this event. SES and Walton stated that the remediation system appeared to be reducing the solvent
concentrations in the so a area.
A Site Assessment and Corrective Action Plan Addendum were prepared by SES and Walton. Six additional monitoring
wells (two were temporary and abandoned) were installed at the site. Monitoring well MW-8A was installed to a depth
of 151 feet bgs. Monitoring wells MW-12, MW-13, NM-14 (abandoned), MW-15 (abandoned), and MW-16 were
installed to a depth of 40 feet. Laboratory analysis of groundwater samples revealed the presence of PCE in MW-1
(3380 ppb), MW4 (50.6 ppb), MW-5 (4.4 ppb), MW-7 (1.9 ppb), MW-8 (194 ppb), MW-8A (271 ppb), MW-9 (2.4
April 1997
ppb), MW-14 (10 ppb), MW-15 (29.6 ppb) and MW-16 (43.0 ppb). Breakdown chlorinated compounds were also
detected in MW-I, MW-8, MW-8A, and MW-15. Chlorinated solvents were not detected in MW-3, MW-10A, MW-
IOB, MW-1 ] A, MW-1113, MW-13, or the three residential water supply wells sampled during this event. Chlorinated
compounds were not detected in the soil samples collected during the installation of MW-12, MW-13, and MW-14 from
20 feet bgs. Slug testing at the site during this assessment indicated an average hydraulic conductivity of 0.00067
cm/sec in the intermediate zones and 0.000425 in the deep zone. Two additional air sparge wells were constructed north
Page 5 of 127

Table 1: Site Chronology
DSCA ID No.: 920001 it -
Chronology of Events
Instructions: Brief description of all significant events that have occurred since a problem was
Date
suspected at the facility. Commence with the first date a problem was suspected and continue
through the most recent activity described in the current report.
A Final Corrective Action Plan Addendum was prepared by SES and Walton. This addendum was prepared to address
September 1997
concerns of the NCDENR regarding the off -site migration of the plume to the southwest and other various technical and
administrative issues.
A Groundwater Monitoring Report was prepared by SES and Walton. Monitoring well MW-17 was sampled for the first
time during this sampling event, however a discussion regarding the installation was not provided. Groundwater
samples were collected from 18 monitoring wells and three water supply wells. Concentrations of chlorinated
March 1998
compounds increased drastically in samples collected from MW-1. No significant changes in contaminant
concentrations were observed in samples collected from MW-4 or noted for the remainder of the monitoring wells or
water supply wells. It was noted in this report that Pro -Cleaners moved to another tenant space within Towne North
ShoDDin2 Center anddry-cleaning o erations ceased on the property.
An Active Remediation Groundwater Monitoring Report was prepared by SES and Walton. Groundwater samples were
June 1998
collected from 18 monitoring wells, three water supply wells, and one private utility supply well. Concentrations of
chlorinated compounds continued to show increasing values in MW-1. Additionally, samples collected from MW-8,
MW-8A and MW-l0A also showed increased concentrations of chlorinated compounds.
An Active Remediation Groundwater Monitoring Report was prepared by SES and Walton. Groundwater samples were
January 1999
collected from 15 monitoring wells and three private water supply wells. The results revealed a decrease in
concentration of chlorinated compounds from the previous sampling event.
An Assessment Addendum and Active Remediation Groundwater Monitoring Report was prepared by SES and Walton.
Thee temporary monitoring wells were installed (MW-18, MW-19, and MW-20). Monitoring well MW-18 was
April 1999
abandoned based on the analytical data; wells MW-19 and MW-20 were made permanent. Groundwater samples were
collected from 18 monitoring wells and three water supply wells. The plume geometry remained unchanged and volatile
organic compounds (VOCs) were not detected in the samples collected from the three water supply wells.
An Active Remediation Groundwater Monitoring Report was prepared by SES and Walton. Groundwater samples were
August 1999
collected from 15 monitoring wells and three private water supply wells. The results indicated an unchanged plume
geometry and increase in concentrations in samples collected from monitoring wells MW-lOB and MW-1113; VOCs
were not detected in the samples collected from the three water supply wells.
An Active Remediation Groundwater Monitoring Report was prepared by SES and Walton. Groundwater samples were
December 1999
collected from 15 monitoring wells and three water supply wells. The results indicated a narrowing of the groundwater
plume and unstable concentrations in samples collected from MW-1 OB and MW-1 1 B; VOCs were not detected in the
samples collected from the three water sui)i)lv wells.
An Active Remediation Groundwater Monitoring Report was prepared by SES and Walton. Groundwater samples were
collected from 15 monitoring wells and three water supply wells. The results indicated stable plume geometry and
May 2000
concentrations from the samples were generally consistant with the previous sampling event. The sample from the water
supply well located at 8401 Azalea contained a low concentration (1.16 ppb) of 1,2,4-trimethyl benzene. No other
VOCs were detected in the sam les collected from the three water supply wells.
An Active Remediation Groundwater Monitoring Report was prepared by SES and Walton. Groundwater samples were
October 2000
collected from 15 monitoring wells and three water supply wells. The results indicated stable plume geometry and
concentrations from the samples were either decreased or stable; VOCs were not detected in the samples collected from
the three water supply wells.
An Active Remediation and Groundwater Monitoring Report was prepared by SES and Walton. Groundwater samples
April 2001
were collected from 17 monitoring wells and three water supply wells. The results indicated stable plume geometry and
contaminant concentrations; VOCs were not detected in the samples collected from the three water supply wells.
Au ist 2001
Northridge Partners filed a Petition for Certification of the site into the DSCA Program.
October 2001
The air spargelsoil vapor extraction system was taken out of service.
December 2001
The site was certified into the DSCA program.
A Groundwater Monitoring Report was prepared by MACTEC Engineering and Consulting, Inc. (MACTEC).
Groundwater samples were collected from ten monitoring wells and three water supply wells. The results indicated
October 2001
stable plume geometry and varying (increasing to the south-southwest and decreasing in the source and north of the
source area) concentrations of VOCs. TCE and cis-1,2-DCE were detected in the sample collected from the water
supply well located at 8400 Camellia Drive; VOCs were not detected in the samples collected from the other water
supply wells.
December 2004
An Administrative Agreement for State -Directed Assessment and Remediation under the DSCA Program was executed.
Page 6 of 127

Table l: Site Chronology
DSCA 11) No.: 920001 IL
ChronologN of Events
Instructions: Brief description of all significant events that have occurred since a problem was
Date
suspected at the facility. Commence with the first date a problem was suspected and continue
through the most recent activity described in the current report.
A Groundwater Monitoring Report was prepared by MACTEC. Groundwater samples were collected from 16
April 2005
monitoring wells and three water supply wells. The results indicated stable plume geometry and varying concentations
in samples collected from the monitoring wells. Contaminant concentrations increased in the sample collected from
8400 Camellia Drive the remaining two water supply wells did not contain VOCs.
A Report of Water Supply Well Sampling Event was prepared by Engineering Consulting Services, Ltd. (ECS).
July 2005
Groundwater samples were collected from ten water supply wells. No chlorinated compounds were detected in the
samples collected.
October 2005
Towne North Shopping Center, LLC purchased the Towne North Shopping Center property and became a DSCA
etitioner.
A Report of Soil Assessment and Groundwater Monitoring was prepared by MACTEC. Soil samples were collected
from soil borings S-1 through S-16 and from the boring associated with the installation of MW-ld; the soil samples were
collected from varying depths. The results indicated high concentrations of PCE in soil outside the building in the area
of the rear door and along the sewer and water lines near the rear of the facility. One Type -II monitoring well (MW-21)
April 2006
was installed to replace MW-20; one Type -III monitoring well (MW-1d) was installed immediately downgradient of the
source area. Monitoring wells MW-6 and MW-20 were abandoned. Groundwater samples were collected from 12
monitoring wells and 18 water supply wells. The results indicated stable plume geometry and generally increasing
contaminant concentrations. The sample collected from the water supply well located at 8400 Camellia Drive contained
TCE and cis-1,2-DCE. The sample collected from the water supply well at 8404 Camellia Drive contained cis-1,2-DCE.
No other samples contained chlorinated solvent compounds.
A Report of Groundwater Monitoring was preapared by MACTEC. Groundwater samples were collected from 11
October 2006
monitoring wells and four water supply wells. The results indicated generally increasing contaminant concentrations in
the monitoring wells and the water supply well located at 8400 Camellia Drive. The remaining three water supply wells
sampled did not contain chlorinated solvent compounds.
June 2007
Towne North, LLC purchased the Towne North Shopping Center property.
June 2007
A Building Exterior Assessment was conducted by MACTEC. The report indicates that MACTEC was unable to detect
anv new distresses to the exterior of the facility after the excavation which is discussed below.
A Letter Report of Environmental Services was prepared by MACTEC. A soil excavation was conducted in June of
2007. A total of 90.59 tons of soil were excavated from the site. Two soil samples (B-1 & B-2) were collected from the
July 2007
base of the excavation. Sample B-2 contained 0.0087 ppm of PCE based on laboratory analysis; sample B-1 did not
contain PCE above a concentration of 0.0011 ppm. The soil was transported to and disposed at Wayne Disposal, Inc. in
Belleville Michigan.
A Water Supply Well Abandonment Report was prepared by ATC. Water supply wells were abandoned in accordance
November 2007
with applicable rules at 8400 Camellia Drive, 8401 Azalea Drive, and 8400 Azalea Drive. These residences had been
vreviouslv connected to City of Raleigh public water.
ATC collected groundwater samples from seven monitoring wells and 17 water supply wells. PCE was detected above
December 2007
2L Standards in samples collected from monitoring wells MW-8B and MW-l6. Chlorinated compounds were detected
in samples collected from water supply wells located at 8404, 8408, and 8405 Camellia Drive below 2L Standards.
ATC collected groundwater samples from six monitoring wells and three water supply wells. PCE was detected above
March 2008
2L Standards in samples collected from monitoring wells MW-5, MW-17, and MW-IOB. Chlorinated compounds were
detected in samples collected from water supply wells located at 8404, 8408, and 8405 Camellia Drive below 2L
Standards.
ATC collected groundwater samples from seven monitoring wells and three water supply wells. PCE was detected
June 2008
above 2L Standards in samples collected from monitoring wells MW-8B and MW-16. Chlorinated compounds were
detected in samples collected from water supply wells located at 8404 Camellia Drive below 2L Standards.
ATC collected groundwater samples from six monitoring wells and three water supply wells. PCE was detected above
September/October
2L Standards in samples collected from monitoring wells MW-5, MW-17, and MW-IOB. Chlorinated compounds were
2008
detected in samples collected from water supply wells located at 8404, 8408, and 8405 Camellia Drive below 2L
Standards.
Monitoring wells MW-22S, MW-22D, and MW-23 and injection wells IW-1, IW-2, IW-3, IW4, IW-5, IW-6, IW-7, IW-
November 2008
8, IW-9, and IW-10 were installed. ATC collected groundwater samples from eight monitoring wells. PCE was detected
above 2L Standards in MW-5 MW-8B MW-10B MW-16 MW-22S and MW-23.
December 2008
ATC collected groundwater samples from six monitoring wells. PCE was detected above the 2L Standard in MW-22S,
MW-23 IW-3 IW4and IW-5.
January 2009
A pilot injection for enhanced reductive dechlorination was conducted. ABC+ was injected into ]W-1 and IW-2.
ATC collected groundwater samples from 12 monitoring wells and 17 water supply wells. PCE was detected in MW-5,
February 2009
MW-8B, MW-IOB, MW-16, MW-22S, MW-23, IW-3, IW-4, and IW-5 at concentrations greater than the 2L Standard.
Chlorinated compounds were detected in samples collected from water supply well located at 8405 Camellia Drive
below the 2L Standards.
Page 7 of 127

Table 1: Site Chronology
DSCA 1 D No.: 920001
Chronology of Events
Instructions: Brief description of all significant events that have occurred since a problem was
Date
suspected at the facility. Commence with the first date a problem was suspected and continue
through the most recent activity described in the current report.
ATC collected groundwater samples from 11 monitoring wells and three water supply wells. PCE was detected in MW-
April 2009
5, MW-813, MW-IOB, MW-16, MW-22S, MW-22D, MW-23, RV-3, IW4, and IW-S at concentrations greater than the
2L Standard. Chlorinated compounds were detected in samples collected from water supply wells located at 8404 and
8408 Camellia Drive below 2L Standards.
ATC collected groundwater samples from 18 monitoring wells and 17 water supply wells. PCE was detected in MW-5,
July 2009
MW-813, MW-16, MW-17, MW-22S, MW-23, AV-3, IW4, and IW-5 at concentrations greater than the 2L Standard.
Chlorinated compounds were detected in samples collected from water supply wells located at 8404, 8408, and 8409
Camellia Drive below 2L Standards.
September 2009
ATC collected groundwater samples from eight monitoring wells. PCE was detected in MW-22S, MW-23, RV-1, IW-6,
RV-7 IW-8 and IW-9 at concentrations greater than the 2L Standard.
ATC collected groundwater samples from 12 monitoring wells and three water supply wells. PCE was detected in MW-
October 2009
5, MW-8B, MW-10A, MW-10B, MW-16, MW-22S, MW-23, IW-3, IW-4, and IW-5 at concentrations greater than 2L
Standard. Chlorinated compounds were detected in samples collected from water supply wells located at 8404 and 8408
Camellia Drive below 2L Standards.
ATC conducted an air sampling event. The scope included the collection of air samples Indoor #1, Indoor 42 and an
January 2010
outdoor air sample. It also included the collection of sub -slab soil gas samples SGMP # 1 and SGMP #2. The results of
the air sampling indicated no exceedances of the risk levels considered acceptable by the DSCA Program.
February 2010
ATC prepared an Injection Evaluation Report and a Groundwater Monitoring Report documenting sampling activities
from October 2008 to October 2009.
ATC collected groundwater samples from 18 monitoring wells and 14 water supply wells. PCE was detected in MW-5,
February 2010
MW-813' MW-9, MW-IOB, MW-16, MW-17, MW-22S, MW-23, IW-3, IW4, and IW-5 at concentrations greater than
the 2L Standard. Chlorinated compounds were detected in samples collected from water supply wells located at 8404,
8405 and 8408 Camellia Drive below the 2L Standards.
ATC collected groundwater samples from 12 monitoring wells and three water supply wells. PCE was detected in MW-
April 2010
5, MW-8B, MW-IOB, MW-16, MW-22S, MW-23, IW-3, IW-4, and IW-5 at concentrations greater than the 2L
Standard. Chlorinated compounds were detected in samples collected from water supply wells located at 8404 and 8408
Camellia Drive below the 2L Standards.
ATC collected groundwater samples from 21 monitoring wells and 10 water supply wells. PCE was detected in MW-
July 2010
813, MW-16, MW-21, and NM-23 at Concentrations greater than the 2L Standard. Chlorinated compounds were
detected in samples collected from water supply wells located at 8404, 8408, and 8409 Camellia Drive below the 2L
Standards.
August 2010
ATC prepared a Soil Gas and Air Sampling Report documenting the January 2010 vapor intrusion sampling.
ATC collected groundwater samples from 12 monitoring wells and three water supply wells. PCE was detected in MW-
October 2010
5, MW-813, MW-IOB, MW-I IA, MW-16, MW-22S, MW-23, IW-3, IW4, and IW-5 at concentrations greater than the
2L Standard.
January 2011
ATC submitted an annual Groundwater Monitoring Report documenting groundwater sampling events conducted in
February 2010 April 2010 July 2010 and October 2010.
ATC collected groundwater samples from 9 monitoring wells and 12 water supply wells. PCE was detected in MW-Sli,
MW-16, MW-21, and MW-23 at concentrations greater than the 2L Standard. Chlorinated compounds were detected iu
April 2011
samples collected from water supply wells located at 8404, 8405, 8408, and 8409 Camellia Drive and 8405 Azalea Place
below the 2L Standards. TCE, 1,24chloroethane, and carbon tetrachloride were detected in the water supply well
located at 8404 Azalea Place at concentrations greater than the 2L Standards.
ATC collected groundwater samples from 7 monitoring wells and 5 water supply wells. PCE was detected in MW-5,
MW-IOB, and MW-22S at concentrations greater than the 2L Standard. Chlorinated compounds were detected in
July 2011
samples collected from water supply wells located at 8405, 8408, and 8409 Camellia Drive below the 2L Standards.
PCE was detected in the water supply well located at 8404 Camellia Drive at a concentration greater than the 2L
Standard.
ATC collected groundwater samples from 8 monitoring wells and 9 water supply wells. PCE was detected in MW-811,
October/November
MW-IOB, and MW-23 at concentrations greater than the 2L Standard. Chlorinated compounds were detected in samples
2011
collected from water supply wells located at 8405 Azalea Place and 8404, 8405, 8408, and 8409 Camellia Drive below
the 2L Standards.
ATC collected groundwater samples from 10 monitoring wells, 2 injection wells and 5 water supply wells. PCE was
January/February
detected in MW-5, MW-lOB, MW-11A, MW-16, MW-22S, MW-24S, MW-24D, IW-8, and IW-9 at concentrations
2012
greater than the 2L Standard. cis-1,2-DCE was detected in the sample collected from the water supply well located at
8409 Camellia Drive below the 2L Standards. PCE was detected in the sample collected from the water supply well
located at 8404 Camellia Drive at a concentration greater than the 2L Standard.
April 2012
ATC submitted an annual Groundwater Monitoring Report documenting groundwater sampling events conducted in
A ril 2011 July 2011 November 2011 and February 2012.
April 2012 lGroundwater
Remediation Permit #WQ0035324 was issued by NCDENR on April 16, 2012.
Page 8 of 127

Table I: Site Chronology MEL
DSCA ID No.: 920001 `
Chronology of Events
Instructions: Brief description of all significant events that have occurred since a problem was
Date
suspected at the facility. Commence with the first date a problem was suspected and continue
through the most recent activity described in the current report.
ATC collected groundwater samples from 15 monitoring wells and 9 water supply wells. PCE was detected in MW-5,
July 2012
MW-813, MW-1013, MW-16, MW-22S, MW-23, MW-24S, MW-24D, IW4, IW-5, IW-8, and RV-9 at concentrations
greater than the 2L Standard. Chlorinated compounds were detected in samples collected from water supply wells
located at 8404 Azalea Place and 8405, 8408, and 8409 Camellia Drive below the 2L Standards.
July/August 2012
ATC supervised the installation of an In Situ Delivery (ISDT ) system for the injection of CarBstrateTM. The system
became operational on Wednesday, August 28, 2012.
August 2012
ATC began pilot phase activities on August 28, 2012. During the pilot phase, wells AV-1 and IW-3 were used for
injection and well EW-2 was used for extraction.
ATC collected groundwater samples from 13 monitoring wells and 7 water supply wells. PCE was detected in MW-5,
November/
MW-813, MW-IOB, MW-11A, MW-16, MW-22S, MW-23, MW-24S, MW-24D, IW-4, IW-5, IW-8, and IW-9 at
December 2012
concentrations greater than the 2L Standard. Chlorinated compounds were detected in samples collected from water
supply wells located at 8405 Azalea Place and 8404, 8405, 8408, and 8409 Camellia Drive below the 2L Standards
ATC collected groundwater samples from 15 monitoring wells and 10 water supply wells. PCE was detected in MW-
8B, MW-11A, MW-22S, MW-23, MW-24S, MW-24D, IW4, IW-5, IW-8, and IW-9 at concentrations greater than the
I chruai y 2013
2L Standard. Chlorinated compounds were detected in samples collected from water supply wells located at 8405
Azalea Place and 8404, 8405, 8408, 8409, and 8412 Camellia Drive below the 2L Standards. Naphthalene was detected
in samples collected from water supply wells located at 8408 Azalea Place and 8401, 8404, 8412, and 8413 Camellia
Drive below the 2L Standards. On February 25, 2013, the pilot phase of the recirculation system was terminated.
February 2013
On February 25, 2013, pilot phase activities for the recirculation system were terminated.
May 2013
ATC collected Crawlspace Air #3.
ATC collected groundwater samples from 15 monitoring wells and 7 water supply wells. PCE was detected in MW-5,
MW-813, MW-lOB, MW-I IA, MW-16, MW-22S, MW-23, MW-24S, MW-24D, IW4, IW-5, IW-8, and IW-9 at
May 2013
concentrations greater than the 2L Standard. Chlorinated compounds were detected in samples collected from water
supply wells located at 8404 and 8405 Azalea Place and 8401, 8404, 8405, 8408 and 8409 Camellia Drive below the 2L
Standards. Naphthalene was detected in the sample collected from the water supply well located at 8401 Camellia Drive
below the 2L Standards.
August 2013
ATC submitted a Residential Indoor Air Sampling Report documenting the sampling of Crawlspace Air #3.
ATC collected groundwater samples from 15 monitoring wells and 10 water supply wells. PCE was detected in MW-5,
MW-813, MW-1 OB, MW-11A, MW-16, MW-22S, MW-23, MW-24S, MW-24D, IW4, IW-5, IW-8, and IW-9 at
concentrations greater than the 2L Standard. Concentrations TCE in MW-23 and bromodichloromethane in IW-5 were
September 2013
also detected above 2L Standards. Chlorinated compounds were detected in samples collected from water supply wells
located at 8404, 8405, and 9408 Azalea Place and 8404, 9405, 8408, 8409, 8412, and 8413 Camellia Drive below the 2L
Standards. Carbon tetrachloride and 1,2-dichloroethane were detected in the sample collected from the water supply k� ell
located at 8408 Camellia Drive above the 2L Standards
ATC supervised the implementation of full-scale activities for the ISDTM system for the continued injection of
September 2013
CarBstrate m. The system became operational on Tuesday, September 10, 2013. During full-scale activities, wells I W-
IA, IW-2, IW-3, IW-4, TWA, IW-6, and IW-7A were used for injection and wells EW-8, EW-9, and EW-10 were used
for extraction.
ATC collected groundwater samples from 11 monitoring wells, 2 injection wells, 2 extraction wells and 7 water supply
wells. PCE was detected in MW-5, MW-813, MW-IOB, MW-16, MW-22S, MW-23, MW-24S, MW-24D, IW-5, IW-7,
December 2013
EW-8, and EW-9 at concentrations greater than the 2L Standard. Chlorinated compounds were detected in samples
collected from water supply wells located at 9404, and 8405 Azalea Place and 8404, 8405, 8408, and 8409 Camellia
Drive below the 2L Standards.
December 2013
ATC submitted an annual Groundwater Monitoring Report documenting groundwater sampling events conducted in July
2012 November 2012 February 2013 May 2013 and September 2013.
January 2014
ATC collected indoor air samples Indoor # I and Indoor #2.
ATC collected groundwater samples from I monitoring wells, 2 injection wells, 2 extraction wells and 9 water supply
wells. PCE was detected in MW-5, MW-813, MW-1013, MW-11A, MW-16, MW-22S, MW-24S, IW-5, IW-7, EW-8, and
March 2014
EW-9 at concentrations greater than the 2L Standard. Chlorinated compounds were detected in samples collected from
water supply wells located at 8404, and 8405 Azalea Place and 8404, 8405, 8408, 8409, 8412, and 8413 Camellia Drive
below the 2L Standards.
ATC collected groundwater samples from 11 monitoring wells, 2 injection wells, 2 extraction wells and 9 water supply
wells. PCE was detected in MW-5, MW-813, MW-lOB, MW-11A, MW-16, MW-22S, MW-24S, IW-5, IW-7, and EW-8
June 2014
at concentrations greater than the 2L Standard. Chlorinated compounds were detected in samples collected from water
supply wells located at 8404 and 8405 Azalea Place and 8404, 8405, 8408, and 8409 Camellia Drive below the 2L
Standards.
August 2014
ATC collected indoor air samples Indoor #1 and Indoor #2.
ATC collected groundwater samples from 12 monitoring wells, 2 injection wells, 2 extraction wells and 10 water supply
wells. PCE was detected in MW-5, MW-8B, MW-IOB, MW-11A, MW-16, MW-22S, MW-24S, MW-24D, IW-7, EW-8
September 2014
and EW-9 at concentrations greater than the 2L Standard. Chlorinated compounds were detected in samples collected
from water supply wells located at 8404, 8405, 8408 Azalea Place and 9404, 8405, 8408, 8409, 8412, and 8413
Camellia Drive below the 2L Standards.
Page 9 of 127

Table 1: Site Chronology
MCA 11) 10.: 920001
Chronology of Fvents
Instructions: Brief description of all significant events that have occurred since a problem was
Date
suspected at the facility. Commence with the first date a problem was suspected and continue
through the most recent activity described in the current report.
ATC submitted an Indoor Air Sampling Report documenting the sampling of Indoor #1 and Indoor #2 during the winter
October 2014
and summer months of 2014.
ATC collected groundwater samples from 12 monitoring wells, 1 injection well, 2 extraction wells, and 7 water supply
wells. PCE was detected in MW-5, MW-813, MW4013, MW-11A, MW-16, MW-22S, MW-24S, MW-24D, EW-8, and
December 2014
EW-9 at concentrations greater than the 2L Standard. Chlorinated compounds were detected in samples collected from
water supply wells located at 8404 and 8405 Azalea Place and 8404, 8405, 8408, and 8409 Camellia Drive below the 2L
Standards.
ATC collected groundwater samples from 13 monitoring wells, 2 (previously used) injection wells, 1 extraction well,
and 10 water supply wells. PCE was detected in MW-5, MW-813, MW-lOB, MW-11A, MW-12, MW-16, MW-22S,
March 2015
MW-24S, MW-24D, IW-7, EW-8 and EW-9 at concentrations greater than the 2L Standard. Chlorinated compounds
were detected in samples collected from water supply wells located at 8404 and 8405 Azalea Place and 8404, 8405,
8408 and 8409 Camellia Drive below the 2L Standards.
ATC collected groundwater samples from 13 monitoring wells, 2 (previously used) injection wells, 1 extraction well,
and 7 water supply wells. PCE was detected in MW-5, MW-813, MW-lOB, MW-11A, MW-12, MW-16, MW-22S, MW-
June 2015
24S, MW-24D, IW-7, and EW-9 at concentrations greater than the 2L Standard. Chlorinated compounds were detected
in samples collected from water supply wells located at 8405 Azalea Place and 8404, 9405, 8408, and 8409 Camellia
Drive below the 2L Standards.
Page 10 of 127

Table 6: Monitoring \\ ell (construction Jima 1
DSCA IDNo.: 92000 , —
Well ID
Date Installed
(mm/dd/yy)
Number of Samples
Well Depth
[feet]
Well Diameter
[inch]
Screen Interval
[feet]
Status
(Active/Inactive)
MW-1
5/l/95
20
36
2
26-36
Abandoned
MW-ID
11/11/05
2
140
2
130-140
Not Locatable
MW-2
6/l/95
1
28
2
18-28
Abandoned
MW-3
6/l/95
12
40
2
3040
Active
MW4
11/1/95
19
70
2
65-70
Abandoned
MW-5
ll/l/95
41
68.5
2
63.5-68.5
Active
MW-6
ll/l/95
3
70
2
65-70
Destroyed
MW-7
ll/l/95
24
70
2
65-70
Active
MW-SA
3/13/97
20
148
2
138-148
Active
MW-8B
3/2196
44
83
2
73-83
Active
MW-9
3/3/96
25
63
2
53-63
Active
MW-l0A
1 /16/97
39
80
2
75-80
Active
MW-IOB
1 1697
46
45
2
2545
Active
MW-11A
1/I/97
42
105
2
100-105
Active
MW-I1B
I/l/97
21
35
2
25-35
Active
MW-12
3/I1/97
18
40
3040
\ctice
MW-13
3/11/97
16
40
2040
Active
NM'-14
3/11/97
1
40
20-40
Abandoned
MW-15
3/12/97
1
40
?
20-40
Abandoned
MW-16
3/13/97
41
40
2040
Active
MW-17
925/97
20
40
2040
Active
MW-18
3/30/99
1
35
30-35
Abandoned
MW-19
3/31/99
6
35
2
30-35
Not Locatable
MW-20
3/31/99
8
35
2
30-35
Abandoned
MW-21
11/10/05
9
28
2
13-28
Active
MW-22S
11/5/08
25
45
1
3045
Active
MW-22D
11/5/08
?;
85
1
80-85
Active
NM-23
11/4/08
25
45
2
3045
Active
MW-24S
2/7/12
12
50
1
30-50
Active
M"'-241)
2/7/l2
12
83
2
73-83
Active
IN`-1
11/3/08
2
47
2
29-39,4547
Inactive
IW-lA
727/13
0
47
4
29-39, 4547
Active
IW-2
11/6/08
0
67
2
35-50, 54-60, 65-67
Active
IW-3
11/5/08
8
47
2
27.47
Active
IW4
11/11/08
14
87
2
3045,55.60,75-87
Active
IW-5
I I/13/08
21
87
2
35-60, 70-87
Inactive
IW-5A
7/27/13
0
87
4
35-60, 70-87
Active
IW-6
11/14/08
1
87
2
40-50, 60-87
Active
IW-7
11/6/08
7
87
2
35-50, 60-70, 80-87
Inactive
IW-7A
727/13
0
87
4
35-50, 60-70, 80-87
Active
'EW-8
11/12/08
13
87
2
30-55,60.65,75-87
Active
•EW-9
11/11/08
12
87
2
35-45,50-87 62-67,72
Active
'EW-10 1
11/17/08 1
2
87
2
30-55, 60-75, 80-87
Active
'Formerly injection ell (IW).
Page 24 of 127

Table 7: Groundwater Elevation Data
Groundwater
Sampling Point
Sampling Date
(mm/dd/yy)
TOC Elevation
[feet]
Depth to Water
[feet bgs]
Elevation Groundwater
feet
Depth to NAPL
[feet bgs]
NAPL Thickness
[feet]
Corrected*
Groundwater
Elevation feet
MW-1
11/13/95
477.32
31.16
446.16
NA
NA
NA
4/1"6
29.40
44T92
NA
NA
NA
6/6/96
28.45
448.87
NA
NA
NA
6/20/96
27.85
449.47
NA
NA
NA
4/1/99
27.86
44946
NA
NA
NA
10/19/99
28.50
448.82
NA
NA
NA
3/14/00
27.70
44962
NA
NA
NA
8/12/03
27.60
449.72
NA
NA
NA
3N/05
25,42
45190
NA
NA
NA
12/9/05
29.81
447.51
NA
NA
NA
8/8106
29.82
447.50
NA
NA
NA
MW ID
1219/05
477.63
31.34
446.29
NA
NA
NA
8/8/06
6.12
471.51
NA
NA
NA
MW-2
11/13/95
NA
21.80
71.08
NA
NA
NA
MW-3
11/13/95
479.04
31.52
447.12
NA
NA
NA
4/18f96
30.12
44892
NA
NA
NA
6/6/96
29.67
449.37
NA
NA
NA
6/20/96
29.55
449.49
NA
NA
NA
4/1/99
28.15
450.89
NA
NA
NA
10/19/99
28. 76
450.28
NA
NA
NA
8/12/03
27.41
451.63
NA
NA
NA
3/9/05
28.97
450.07
NA
NA
NA
12/9105
30.27
449.77
NA
NA
NA
8/8/06
30. 19
448.85
NA
NA
NA
3/11/08
3207.
44697
NA
NA
NA
9/9/08
32.00
447.04
NA
NA
NA
1018/08
31.73
447.31
NA
NA
NA
10/7/09
31.05
447.99
NA
NA
NA
2/2/10
30.85
448.19
NA
NA
NA
7/13/10
29.50
449.54
NA
NA
NA
10/19/10
29.71
449.33
NA
NA
NA
4/25/11
30.99
448.05
NA
NA
NA
7/26/11
31_18
447,86
NA
NA
NA
11/1/11
31.65
447.39
NA
NA
NA
1/25/12
32.15
446.89
NA
NA
NA
7/17/12
31.92
447.12
NA
NA
NA
11/28/12
32.41
446.63
NA
NA
NA
2/25/13
32.66
446.38
NA
NA
NA
5/28/13
31.68
447,36
NA
NA
NA
9/9/13
30.30
448.74
NA
NA
NA
12/9113
31.69
447.35
NA
NA
NA
3/24/14
31.56
447,48
NA
NA
NA
6/16/14
30.28
448.76
NA
NA
NA
9/22/14
30.04
449.00
NA
NA
NA
12/15/14
30.33
448.71
NA
NA
NA
3/16/15
29.78
449.26
NA
NA
NA
6/15/15
29.04
450.00
NA
NA
NA
MW4
11/13/95
477.02
31.05
445.97
NA
NA
NA
4/19/96
29.22
447.80
NA
NA
NA
6/6Y96
28.34
448.68
NA
NA
NA
6/20/96
57.79
419,23
NA
NA
NA
4/1/99
2Z67
449.35
NA
NA
NA
10/19/99
29.11
448.91
NA
NA
NA
3/14/00
27.67
449.35
NA
NA
NA
8/12/03
27.52
449.50
NA
NA
NA
3/14/05
28.08
448 94
NA
NA
NA
12/9/05
30.27
448.77
NA
NA
NA
818/06
29.72
447.30
NA
NA
NA
Page 25 of 127

Table 7: Groundwater Elevation Data
Groundwater
Sam lin Point
p g
Sampling Date
mm/dd/ YY)
TOC Elevation
feet
Depth to Water
feet b s
S ]
Groundwater
Elevation
feet
Depth to NAPL
feet b
NAPL Thickness
feet
Corrected'
Groundwater
Elevation feet
MW-5
11/13/95
47249
29.76
442.73
NA
NA
NA
4/18/96
28.84
443.65
NA
NA
NA
4/1/99
22.65
449.84
NA
NA
NA
10/19/99
22.95
449.54
NA
NA
NA
3/14/00
22.31
450.18
NA
NA
NA
8/12/03
21.32
451,17
NA
NA
NA
3/9/05
23.18
449.31
NA
NA
NA
12/9/05
24.76
447.73
NA
NA
NA
818/06
2459
447.90
NA
NA
NA
3/11/08
26.75
445.74
NA
NA
NA
9/9/08
26.54
445.95
NA
NA
NA
1018/08
26.54
445.95
NA
NA
NA
2/4/09
2625
446.24
NA
NA
NA
4/2/09
25.81
446.68
NA
NA
NA
7/15/09
24.80
447.69
NA
NA
NA
10/6/09
25.69
446.80
NA
NA
NA
22/10
25.66
446.83
NA
NA
NA
4/20/10
24.61
447.88
NA
NA
NA
7/13/10
24.16
448.33
NA
NA
NA
10/20/10
24,68
447.81
NA
NA
NA
4/25/11
26.08
44641
NA
NA
NA
726/11
26.20
446.29
NA
NA
NA
II/1/I1
26.73
445.77
NA
NA
NA
1126/12
26.80
445.69
NA
NA
NA
7/17/12
26A2
44607
NA
NA
NA
11/28/12
25.53
446.96
NA
NA
NA
225/13
27.26
44i 23
NA
NA
NA
528/13
26.36
446.13
NA
NA
NA
9/9/13
2665
445.84
NA
NA
NA
12/9/13
25.85
446.64
NA
NA
NA
3/24/14
25,07
447A2
NA
NA
NA
6/16/14
24.30
448.19
NA
NA
NA
9/22/14
23.7i
448.74
NA
NA
NA
12/15/14
24.02
448.47
NA
NA
NA
3/16/15
2354
44895
NA
NA
NA
6/16/15
22.92
449.57
NA
NA
NA
MW-6
11/13/95
NA
31.36
65,10
NA
NA
NA
4/18/96
29.50
66.96
NA
NA
NA
6/6/96
28.18
68.28
NA
NA
NA
MW-7
11/13/95
47690
30.86
446.04
NA
NA
NA
4/18/96
29.13
447.77
NA
NA
NA
6/6/96
28,60
448.30
NA
NA
NA
6/20/96
28.36
448.54
NA
NA
NA
4/l/99
27.26
449.64
NA
NA
NA
10/19/99
28.20
448.70
NA
NA
NA
3/14/00
27.75
449.15
NA
NA
NA
12/9/05
28.73
448.17
NA
NA
NA
8/8/06
29.79
447.11
NA
NA
NA
12/12/07
31.00
44590
NA
NA
NA
10/8/08
31.52
445.38
NA
NA
NA
7/16/09
30.00
44690
NA
NA
NA
10/7109
30.52
446.38
NA
NA
NA
2/2/10
30.75
446.15
NA
NA
NA
4/20/10
30.26
446.64
NA
NA
NA
7/13/10
29.86
447.04
NA
NA
NA
10/19/10
29.37
447.53
NA
NA
NA
4/25111
3093
44597
NA
NA
NA
7/26/11
31.09
445.81
NA
NA
NA
11/1/11
31,05
445.77
NA
NA
NA
7117/12
31.77
445.13
NA
NA
NA
11/28/12
3146
445.44
NA
NA
NA
225/13
31.90
445.00
NA
NA
NA
529/13
31.56
445.34
NA
NA
NA
919/13
30.85
446.05
NA
NA
NA
12/9/13
30.67
446.23
NA
NA
NA
3/24/14
31.14
445.76
NA
NA
NA
6/16/14
31.05
445.85
NA
NA
NA
9122/14
30.36
446.54
NA
NA
NA
12/15/14
29.48
447,42
NA
NA
NA
3/16/15
29.30
447.60
NA
NA
NA
6/15/15
30.50
446.40
NA
NA
NA
Page 26 of 127

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Table 7: Groundwater Elevation Data
OSOM a
Groundwater
Sampling Point
Sampling Date
(mm/dd/yy)
TOC Elevation
[feet]
Depth to Water
[feet bgs]
Groundwater
Elevation
feet
Depth to NAPL
[feet bgs]
NAPL Thickness
[feet]
Corrected'
Groundwater
Elevation Ifeetl
MW-IOB
4/l/99
480.65
36.42
444.23
NA
NA
NA
10/19/99
37.36
443,29
NA
NA
NA
3/14/00
36.61
444,01
NA
NA
NA
8/13103
36,06
444,59
NA
NA
NA
12/9/05
38.72
441.93
NA
NA
NA
8/8/06
39.38
441.27
NA
NA
NA
3/12/08
41.25
439,40
NA
NA
NA
1018/08
41.33
439.32
NA
NA
NA
214/09
4195
438.70
NA
NA
NA
42/09
40.52
440. 13
NA
NA
NA
7114/09
39.03
441.62
NA
NA
NA
10/7/09
39.31
441.34
NA
NA
NA
2/2110
40,50
440,15
NA
NA
NA
4/20/10
39.03
441.62
NA
NA
NA
7113/10
38.17
44248
NA
NA
NA
10/20/10
39.02
441.63
NA
NA
NA
4/26111
40.83
439.82
NA
NA
NA
7/27/11
40,83
439.82
NA
NA
NA
11/1/11
41.72
438.93
NA
NA
NA
1/25/12
41.82
438.83
NA
NA
NA
7/17/12
41.00
439.65
NA
NA
NA
11/28/12
41.97
438.68
NA
NA
NA
2/25/13
42.29
438.36
NA
NA
NA
5/28113
41.20
439.45
NA
NA
NA
9/9/13
3999
440.66
NA
NA
NA
12/9/13
4174
438.91
NA
NA
NA
3124/14
41.52
439,13
NA
NA
NA
6/16/14
40.21
440,44
NA
NA
NA
9/22/14
39.94
440.71
NA
NA
NA
12/15/14
39.98
440.67
NA
NA
NA
3/16/15
39.39
441,26
NA
NA
NA
6/19/15
37.73
442,92
NA
NA
NA
MW-1]A
411/99
476.37
31.55
444.82
NA
NA
NA
10/19/99
35.24
441,13
NA
NA
NA
3/14/00
33,84
442,53
NA
NA
NA
8/13/03
33.59
442.78
NA
NA
NA
12/20/05
37,58
428.79
NA
NA
NA
8/8/06
37.64
438,73
NA
NA
NA
12/11/07
38,77
437.60
NA
NA
NA
10/8/08
39,19
437.18
NA
NA
NA
2/4/09
38.71
43766
NA
NA
NA
4/2/09
37,93
438.44
NA
NA
NA
T14/09
36,64
439.73
NA
NA
NA
10/7/09
3642
439.95
NA
NA
NA
22/10
38.01
43836
NA
NA
NA
4/20/10
36,29
440,08
NA
NA
NA
7/13/10
35,79
440,58
NA
NA
NA
10/20/10
37.15
439.22
NA
NA
NA
426,111
37.32
439.05
NA
NA
NA
727/11
38,81
437.56
NA
NA
NA
11/1/11
39.62
436.75
NA
NA
NA
1/25/12
39.41
436.96
NA
NA
NA
7/17/12
38,78
437.59
NA
NA
NA
11/28/12
39,93
436,44
NA
NA
NA
2/25/13
39,81
436,56
NA
NA
NA
528/13
38,56
437.81
NA
NA
NA
9/9/13
37,52
438,85
NA
NA
NA
12/9/13
38.86
43751
NA
NA
NA
3/24/14
38.25
438.12
NA
NA
NA
36,89
439.48
NA
NA
NA
37.13
439.24
NA
NA
NA
E36
37.03
439.34
NA
NA
NA
35.94
44043
NA
NA
NA
34.91
441.86
NA
NA
NA
Page 29 of 127

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Table 7: Groundwater Elevation Data
Groundwater
Sam lin Point
P g
Sampling Date
mm/dd/ YY)
TOC Elevation
feet
Depth to Water
feet b s
g�
Groundwater
Elevation
feet
Depth to NAPL
feet bgs
NAPL Thickness
feet
Corrected*
Groundwater
Elevation rfmtj
MW-13
4/IN9
477.66
29.50
448.16
NA
NA
NA
10/19/99
30,23
447.43
NA
NA
NA
3/14/00
29.85
447,81
NA
NA
NA
8/12/03
29.77
447,89
NA
NA
NA
12/9/05
31.35
446.31
NA
NA
NA
8/8106
31.98
445.68
NA
NA
NA
3/11/08
33.57
444.09
NA
NA
NA
9/9108
3384
443.82
NA
NA
NA
10/8/08
33,70
443.92
NA
NA
NA
7/14/09
32.15
445 91
NA
NA
NA
10/7/09
32.58
445.08
NA
NA
NA
2/2/10
32 95
444.71
NA
NA
NA
420/10
31,90
44536
NA
NA
NA
7/13/10
31.32
446.34
NA
NA
NA
10/IWIO
3161
446,05
NA
NA
NA
4/25/I1
33.02
444.64
NA
NA
NA
7/26/11
33,26
444.40
NA
NA
NA
11/1/I1
33,84
443.82
NA
NA
NA
7/17/12
33.73
443.93
NA
NA
NA
11/28/12
34.15
443.51
NA
NA
NA
2/25113
34.36
443,30
NA
NA
NA
5/28/13
33.78
443,88
NA
NA
NA
9/9/13
32,56
445.10
NA
NA
NA
12/9/13
33.66
444.00
NA
NA
NA
3/24/14
3407
443.59
NA
NA
NA
6/16/14
32.61
445,05
NA
NA
NA
9/22/14
3041
447.25
NA
NA
NA
12/15/14
31.83
445,83
NA
NA
NA
3/I6/15
31.76
445.90
NA
NA
NA
6/15/15
29,21
448645
NA
NA
NA
MW-14
3/II197
NA
NA
NA
NA
NA
NA
MW-15
3/12/97
NA
NA
NA
NA
NA
NA
MW-16
4/1/99
477.62
26.75
450.87
NA
NA
NA
10/19/99
26,75
450,87
NA
NA
NA
3/14/00
26,12
45150
NA
NA
NA
8/12/03
23.10
45452
NA
NA
NA
8/8/06
28,63
448,99
NA
NA
NA
12/12/07
40.00
437.62
NA
NA
NA
10/8/08
30,20
447,42
NA
NA
NA
2/4/09
29.85
447.77
NA
NA
NA
4/2/09
24,41
453.21
NA
NA
NA
7/15/09
28.88
448,74
NA
NA
NA
10/6/09
29,91
447.71
NA
NA
NA
2/2/10
29,20
44842
NA
NA
NA
4/20/10
28,27
449.35
NA
NA
NA
7/13/10
28,24
449.38
NA
NA
NA
10/20/10
28.79
448.83
NA
NA
NA
4/26/11
29.68
44794
NA
NA
NA
7/26/11
30.26
447,36
NA
NA
NA
11/1/I1
30.47
447.15
NA
NA
NA
1/26/12
30,50
447.12
NA
NA
NA
7/17/12
3043
447,19
NA
NA
NA
11/28/12
31,00
446.62
NA
NA
NA
225/13
31,18
446.44
NA
NA
NA
5/28/13
30,20
44742
NA
NA
NA
9/9/13
29,57
448,05
NA
NA
NA
12/9/13
30.71
44691
NA
NA
NA
324/14
29.74
417,88
NA
NA
NA
6116/14
28.70
448...92
NA
NA
NA
22/4
28,69
44893
NA
N
N
4
28.85
44877
NA
NA
A2I1
39
28.02
449.6
NA
NA
NA
/
27.52
450.10
NA
NA
NA
Page 31 of 127

Table 7: Groundwater Elevation Data
Groundwater
Sampling Point
Sampling Date
(mm/dd/yy)
TOC Elevation
[feet]
Depth to Water
[feet bgs]
Groundwater
Elevation
feet
Depth to NAPL
[feet bgs]
NAPL Thickness
[feet]
Corrected*
Groundwater
Elevation feet
MW-17
4/l/99
476.07
25,01
451.06
NA
NA
NA
10/1999
24.90
451.17
NA
NA
NA
3/14/00
24,31
451.76
NA
NA
NA
8/13/03
27.02
449.05
NA
NA
NA
12/9105
27,39
448.68
NA
NA
NA
8/8/06
26.63
449,44
NA
NA
NA
3/11108
28,40
447.67
NA
NA
NA
9/9/08
30,55
445.52
NA
NA
NA
7/14/09
27.10
448.97
NA
NA
NA
10/7/09
28.20
447.87
NA
NA
NA
2/2/10
27,23
448.84
NA
NA
NA
7/13/10
26.39
449.68
NA
NA
NA
10/19/10
27.08
44899
NA
NA
NA
4/25/II
27,78
448.29
NA
NA
NA
7/26111
28A3
44764
NA
NA
NA
11/1/11
28 53
447.54
NA
NA
NA
7/17/12
28.60
447,47
NA
NA
NA
11/28/12
29.01
447.06
NA
NA
NA
2/25/13
29,24
446.83
NA
NA
NA
5/28/13
28.22
447.85
NA
NA
NA
9/9/13
27,67
448.40
NA
NA
NA
12/9/13
28.97
447,10
NA
NA
NA
3/24/14
27.87
448.20
NA
NA
NA
6/16/14
26.86
449.21
NA
NA
NA
9/22/14
2692
449. 15
NA
NA
NA
12/15/14
27.12
448.95
NA
NA
NA
3/16/15
26.14
449.93
NA
NA
NA
6/15/15
26.40
449.67
NA
NA
NA
MW-18
4/1/99
NA
NA
NA
NA
NA
NA
MW-19
4/l99
10/1999
NA
18,00
72.43
NA
NA
NA
17.11
73.32
NA
NA
NA
3/14/00
17.51
72.92
NA
NA
NA
MW-20
4/l/99
10/19/99
NA
24.62
70.99
NA
NA
NA
24.45
71916
NA
NA
NA
3/14/00
24.34
71.27
NA
NA
NA
8/13/03
23.97
7164
NA
NA
NA
MW-21
129105
467,90
1950.
448.40
NA
NA
NA
8/8/06
18.75
449915
NA
NA
NA
12/12/07
20.85
447.05
NA
NA
NA
10/8/08
19.94
447.96
NA
NA
NA
7/14/09
18.95
448.95
NA
NA
NA
10/6/09
20,26
447,64
NA
NA
NA
2/2/10
18.72
449.18
NA
NA
NA
7/13/10
1841
449.49
NA
NA
NA
10/19/10
1938.
44852
NA
NA
NA
4/25/II
1890
449.00
NA
NA
NA
7/26/11
20.45
447945
NA
NA
NA
11/1/11
20.it
447,87
NA
NA
NA
7/17/12
2035
447.55
NA
NA
NA
11/28/12
20.97
44693
NA
NA
NA
2/25/13
2033
447.57
NA
NA
NA
528/13
19,31
448.59
NA
NA
NA
99/13
19,50
448.40
NA
NA
NA
12/9/13
20,81
44709
NA
NA
NA
324/14
19.07
448.83
NA
NA
NA
6/I6/14
18.46
449944
NA
NA
NA
9/22/14
1902.
448,88
NA
NA
NA
12/15/14
19.05
448.85
NA
NA
NA
3/16/15
17.59
450.31
NA
NA
NA
6115/15
22.09
445.81
NA
NA
NA
Page 32 of 127

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Table 7: Groundwater Elevation Data
Groundwater
Sampling Point
Sampling Date
(mm/dd/yy)
TOC Elevation
[feet]
Depth to Water
[feet bgs]
Groundwater Elevation
feet
Depth to NAPL
[feet bgs]
NAPL Thickness
[feet]
Groundwater Corrected'
Elevation feet
1W-6
9/15/09
476.88
33.10
443.78
NA
NA
NA
10/20/10
32.32
444.56
NA
NA
NA
4/25/11
33.12
443.76
NA
NA
NA
11/28/12
35.21
441.67
NA
NA
NA
9/9/13
33.28
443.60
NA
NA
NA
IW-7
9/15/09
477.72
34.04
443.68
NA
NA
NA
10/20/10
33.28
444.34
NA
NA
NA
4/25/11
35.09
442.63
NA
NA
NA
11/28/12
36.23
441 49
NA
NA
NA
9P9/13
34450
443.22
NA
NA
NA
12/9/13
35.05
442.67
NA
NA
NA
3/24/14
34.58
443.14
NA
NA
NA
6116/14
33.48
444.24
NA
NA
NA
9/22/14
32.98
444.74
NA
NA
NA
3/16115
32.82
444.9
NA
NA
NA
6/18115
31.71
446,01
NA
NA
NA
•EW 8
9/0109
477.84
35.15
442.69
NA
NA
NA
10/20/10
3445
443.39
NA
NA
NA
4125/11
36.02
44L82
NA
NA
NA
1/25/12
37.22
440.62
NA
NA
NA
7/17/12
36.63
44121
NA
NA
NA
11/28/12
37.40
440.44
NA
NA
NA
2/25/13
37.70
440.14
NA
NA
NA
5/28/13
36.87
440.97
NA
NA
NA
•EW 9
9/15/09
478.90
36.33
442.57
NA
NA
NA
10/20/10
35.78
443.12
NA
NA
NA
4/25/11
36.82
442.08
NA
NA
NA
1/25/12
38.12
440.78
NA
NA
NA
7/17/12
37.75
441.15
NA
NA
NA
11/28/12
38.63
440.27
NA
NA
NA
2/25/13
38.88
440.02
NA
NA
NA
528/13
3809
440.81
NA
NA
NA
'EW-10
9/15/09
478.34
36.03
442.31
NA
NA
NA
10/20/10
35 49
442.85
NA
NA
NA
4125/11
37.4
440-94
NA
NA
NA
11/28/12
38.24
440.1
NA
NA
NA
RW-1
2/1/98
NA
NA
NA
NA
NA
NA
625-26/98
NA
NA
NA
NA
NA
RW-2
2/I/98
NA
NA
NA
NA
NA
NA
6/25-26N8
NA
NA
NA
NA
NA
MWC-I A
2/6/06
NA
NA
NA
NA
NA
NA
'F-nerh injmtim cell (RV).
Page 36 of 127

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A

Table 8: Analvtical Data for Groundwater 1
DSCA (D No.:._.920001
E
{{5
§5xx
m A.
IVI/95
NA
<0.005
NA
NA
NA
0.012
NA
NA
W.003
NA
NA
NA
NA
NA
NA
\A
-
0032
10 a1
M1M'6
VI/%
NA
W.005
NA
NA
NA
W.003
NA
NA
0.005
NA
NA
NA
NA
NA
NA
IA
1.1
1,-
<0.01
NA
8/1%
NA
ND
NA
NA
NA
ND
NA
NA
ND
NA
NA
NA
NA
NA
NA
NA
0.05
NA
NA
I l'I'95
NA
<O.OD5
NA
NA
NA
0.1
NA
NA
<0005
NA
NA
NA
N.4
NA
NA
NA
NA
10.015
<005
NA
0.1; 96
NA
<0.005
NA
NA
NA
<0.005
NA
NA
0.0.5
NA
NA
NA
NA
NA
NA
NA
NA
0.010
<001
NA
&1i96
NA
ND
NA
NA
NA
NA
NA
ND
NA
NA
NA
NA
NA
N,
NA
NA
ND
NA
NA
,.I-
NA
ND
NA
NA
I I0.012
NA
NA
ND
NA
NA
NA
NA
NA
N':\
NA
NA
ND
NA
lwI
NA
<0,0005
NA
NA
.0
0.008]
NA
NA
0-5
NA
NA
NA
NA
NA
N.,
NA
NA
0.0005
N.A
3121/9]
ND
ND
NA
NA
ND
0.0019
ND
IA
ND
NA
ND
NA
NA
NA
N.%
NA
NA
0.0005
NA
712
ND
ND
ND
NA
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
N'D
ND
ND
NA
2/1/98
NA
NA
NA
NA
NA
0.0007
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
11
.1-26.98
0.8023
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NA
N:\
1120.9%
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NA
A 199
00013
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NA
N.A
'
6'199
0.0013
ND
0001
ND
ND
ND
0.001
ND
ND
ND
0.0033
ND
ND
ND
ND
ND
W
ND
NA
NA
I011199
ND
ND
ND
ND
ND
:r,
\D
ND
ND
ND
ND
ND
ND
ND
ND
ND
\'D
ND
NA
NA
3/1/00
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
\D
ND
NA
NA
1ol-
ND
ND
ND
ND
ND
ID
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
\D
ND
NA
NA
1/1/01
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
\I/
M1'D
NA
NA
vi-3
<0.0005
0-5<00005
<0.0005
<0.0005
<0.0005
<0.0005
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0-5
-001
<0,0005
00005
<0.0001
10,0005
-5<00005
O.0001
NA
NA
311. of
<0.0005
<0.0005
0.-1
NA
0.0001
<0.0001
<0.0005
-5
<0,0005
<0.0005
--
<0.0001
00005
<0.00115
-1
0.-1
1.-
<0.DD05
NA
NA
2'0'06
c0.0002
<0.0002
<0.0001
Om-
<0.0008
<0.-
<O.00o2
<0.0008
<O.o005
<0.0003
0.-
<0.0002
00008
<O.000J
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0.-
<0.0002
N.o008
<0.0012
WA008
12120]
c0.0005
<0.005
0.,0.,<0.001
0000631
<0.005
<0.005
N.003
0.0003
W.005
c0005
c0.005
<0.0005
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0.005
W.0005
<0.005
001
Oo.
6.1]OS
c0.0005
0.00022
<0.005
<0.005
N.001
0 -1
<0.005
<0.005
0.00181
0.0005
<0.005
Ooo5
<0.005
0.-
0.005
<0.005
0.0005
<0.005
000581
OoI
'I 1609
c0.0005
m.005
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-5
0.001
<0.000]
<0.005
<0.005
<0.00n
<00005
<0.005
<0.005
<0.003
<0.0005
0.005<0.005
<0.w3
WADS
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ool
23/10
W.0005
A.005
<0.005
-1
0.005
M.0007
0.005
m.005
<0.0028
<0.0003
..001
-005
m.003
<0.0001
<0.005
N 5
<0.0003
...5W.05
-
7-10
<0.000}..
0.001
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10005
-0oD7
-.5-50.-0-1
W.005
0.005<0.005
0.0005
0.005
W.005
0,0003
<0.005
0.00281
Obi
3/1119]
ND
0.0022
NA
NA
0011
1211
ND
NA
NA
ND
NA
NA
NANA
NA
NA
0.0007
NA
NA
Wl1
ND
ND
NA
NA
0.0022
ND
ND
NA
ND
NA
ND
NA
NA
NA
NA
NA
NA
ND
NA
NA
I-
ND
ND
ND
NA
ND
ND
ND
ND
ND
ND
ND
ND
ND
-
ND
ND
ND
ND
NA
NA
2'198
0.0005
NA
0.000]
NA
NA
08831
0.0019
NA
NA
NA
0.0033
0.0006
NA
-
NA
NA
NA
0-
NA
NA
625-2-
ND
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ND
ND
ND
0.08I9
ND
ND
0.0019
ND
ND
00014
ND
ND
ND
ND
ND
or-
NANA
1-ND
ND
ND
ND
ND
P2913
ND
ND
8.805
ND
ND
ND
ND
ND
ND
ND
ND
ND
NA
NA
4. 1'99
\D
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NANA
G 199
0.0005
0.0012
0.0009
ND
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0.0009
1.
ND
ND
o.-
ND
ND
ND
ND
ND
ND
NDI
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NA
10199
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NA
NIW-8A
?100
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NA
10 1100
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NA
ND
ND
ND
ND
N
ND
ND
ND
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ND
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NA
NA
0.0003
0.0005
0-5
NA
c5
0
0.0005
0.05
0.0005
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0.0005
10.0005
0-5
0.0005
0-5
0-5
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NA
NA
0.0003
0.005
m.003
0.001
001
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-.5
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<.m
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0.005
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0.005
0.0028
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W.0003
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<.005
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DSCA 11) No.: 920001
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Page 53 of 127

Table 8 1 : Analytical Data for Groundwater Ilser Specified Chemicals tUll
DSCA ID No.: 920001
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NA
NA
NA
N:\
NA
)R097
ND
ND
NA
NA
ND\D
ND
ND
ND
ND
ND
NA
NA
NA
N
k
2/1/98
NA
IA
NA
NA
NA
NA
NA
NA
NA
NA
NA
I
NA
I INA
0212698
ND
ND
NA
ND
ND
ND
ND
ND
ND
ND
0.0018
UrM7
NA
NA
NA
ND
IA
II20,98
NA
N:4
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
11
NA
NA
NA
NI
NA
N:\
NA
NA
NA
NA
\A
NA
NA
NA
NA
NA
11
NA
NA
NA
I I
NA
I I
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
N.\
11
NA
NA
NA
NAKI....5
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
N.4
NA
NA
NA
NA
NA
NA
NA
NA
LO
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
1'1/01
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
n05
W.W5
-.23
NA
<0.0003
<00005
<0.0005
<0.0005
W.0005
<0.0005
"WI
<00005
<00005
<0.0005
-5
<0.0005
<0.0005
IU8
W.005
-5
<0.005
<.M
NA
NA
NA
NA
NA
-5
m.W5
<0.005
NA
NA
A010
.
W.005
<0.003
W.005
m.M
NA
NA
N.4
NA
NA
m5
m.00s
m.005
'A
NA
-01
NA
1111i/OB
NA
NA
NA
NA
NA
NA
NA
NA
NA
N.4
NA
NA
NA
NA
NI
NA
NA
NA
NA
L5-
<0005
W.003
W.005
<0.003
NA
NA
W..5
NA
NA
NA
NA
<0.003
-5 1
10.005
1 NA
NA
N.4
<0.01
NA
11\l-5
N}/0y
<0.005
<0.005
-.s
m.005
NA
NA
N.O05
NA
NA
1.4
NA
-5
W.005
N.005
NA
NA
\A
<0.01
NA
l is-
<0005
<0.005
m005
-
NA
NA
.05
NA
NA
NA
NA
m.003
'a.003
<0005
NA
NA
NA
<0005
NA
Idb/09
m.005
�.005
<0.005
-.5
NA
NA
m.005
NA
IA
NA
NA
m.005
-3
<0.005
NA
NA
NA
<001
NA
W.10
.005
-.1
<0.005
<0.005
NA
NA
WM5
NA
NA
NA
NA
c0.005
<0.005
<0..5
NA
I
NA
m.01
NA
M10
<0.003
<0.005
<0.003
<0.005
NA
NA
<0.005
NA
NA
NA
NA
W005
N.005.
<0005
NA
N'l
NA
<..01
NA
71112
<0005
c0005
<0.005
<0.005
NA
NA
m.005
NA
NA
NA
NA
<0005
<O.W5
W.005
NA
NA
El
NA
102010
-0.005
<0.005
-5
<0005
NA
NA
-W5
NA
NA
NA
NA
.,
-.5
�.003
NA
NA
NA
m.01
NA
7/ 111
0005
0.00233
<0.005
-.1
NA
NA
A.005
NA
NA
NA
NA
W005
<0.005
<0.005
NA
NA
NA
m.01
NA
V26/12
�0005
-5
<0.005
<0005
NA.
NA
<.M
NA
NA
NA
NA
<0005
10003
W.005
NA
NA
NA
<0.01
NA
7-12
0.005
W.005
W-5
'DA05
NA
NA
m.005
NA
NA
NA
m.003
m.005
W.003
NA
NA
NA
NA
NA
ill2&12
0005
-5
W.005
<0.005
NA
NA
A.005
NA
A
NA
NA
<0005
<0.005
NA
NA
N.01
NA
727/13
0.005
m.M
<.M
4.005
NA
NA
-.5
NA
NA
NA
NA
m005
W.005
<0.00S
N:A
NA
m.01
IA
5.30'1?
0ms
<0.005
<0.005
<0.005
NA
NA
10.005
NA
NA
NA
NA
m.00s
<0.005
W.003
NA
I I
NA
.01
0.ms
W.005
N005
W005
NA
NA
<0.005
NA
NA
NA
NA
W..5
.W5
<.Ws
NA
I I
NA
<0.01
<0003
<0.005
<0.005
m.005
NA
NA
-1
NA
NA
NA
NA
W003
W.005
�.005
NA
NANA
W01
NA
A.00050
<0.0050
<."m
<0.00/0
<0.0010
m.0010
-.10
�.Mw
W.00m
m.0010
`wlo
..-.
W.0010
m00m
A.0010
181J
<0.00050
<0.0050
<0,-50
W.0010
<0.0010
<0.0010
<0.0003
<0.0010
<0.0010
m.00s0
mA to
<0.0030
c0.00m
�.0010
c0.0010
<0000m
m.0010
<O.00m
<0.0010
21I4
<0.00050
<0.0030
<0."SO
co.0I0
-mlo
<.Wlo
W.0003
-mlo
<00010
<0..m
<0.0010
<O.00m
<O.00m
m.0010
<0.0010
c0.00050
<D.0010
-w"
<00010
121811
c0.00050
<0.0p50
N.00050
<O.00b
m.0010
�.0010
<0.00030
.0010
m..1.
a.w"
<0.0010
moom
W.00m
W.0010
c0.0010
c0.o0050
<0.0012
�.00m
<0.0010
dMls
A00050
<0.0050
N.00030
m.0010
W 0
<D.Wlo
<0.0 %
-mlo
m0010
<0.0030
W.0010
m.00m
<O.00m
m.0010
m.0020
<0.00050
<0.0010
<O.00m
N.0010
d1v1s
<o.000w
rn.eo3o
a.aaoso
m.aow
m.aolo
<oao2a
a.aoow
m.aola
<o.00lo
<o.aow
<o.aolo
rnoom
m.aom
a.00la
amlo
m.aooso
<omlo
<oarto
a.00lo
Page 54 of 127

Table 8 ] : Analytical Data for Groundwater ltser Specified Chemicals 1
DSCA ID No.: 920001
e
73
9
e'
z
it
e
9
8
E
r
gE
11/195
'A
NA
I 1
-0.005
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
h1\\-1
NA
NA
0.016
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
VV96
NA
NA
NA
NA
NA
NA
NA
NA
N'A
NA
NA
NA
NA
NA
NA
NA
NA
NA
11'INS
NA
NA
1
0.028
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
d'M
NA
NA
1
•-0.005
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
''A
NA
NA
I.,
NA
NA
NA
NA
NA
NA
I.,
NA
NA
NA
NA
NA
NA
NA
NA
11
NA
NA
NA
NA
NA
IA
NA
NA
NA
NA
NA
NA
NA
N.A
NA
NA
NA
I-1
N:\
NA
NA
NA
NA
NA
NA
IA
I I
NA
NA
NA
NA
I I
NA
NA
NA
NA
37197
\:\
NA
NA
NA
NA
NA
NA
NA
11
NA
NA
NA
NA
NA
I
NA
NA
729:97
ND
Nil
NA
NA
ND
ND
ND
ND
ND
ND
ND
NA
NA
NA
N:\
ND
NA
711198
NA
NA
NA
NA
NA
NA
NA
S:A
NA
NA
NA
NA
NA
I I
NA
M1:\
NA
NA
6:25-26.98
ND
ND
NU
NA
ND
ND
ND
ND
ND
ND
0.0009
NA
I I
NA
NA
NA
ND
NA
1120.'98
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
I
NA
NA
NA
NA
NA
w�
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
I
NA
NA
NA
NA
NA
Ill -7
6/1r99
NA
NA
N'A
NA
NA
NA
NA
\A
NA
NA
NA
NA
NA
I I
NA
NA
NA
NA
NA
10/IN9
NA
NA
N'.{
I NA
NA
NA
I NI
I I
NA
NA
NA
NA
NA
NA
NA
NA
3/1/00
NA
NI
NA
I NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
IW-
NA
Ix
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
V1N1
NA
NA
NA
NA
NA
NA
I
I I
NA
NA
NA
NA
NA
NI
NA
NA
0.0025
NA
NA
V13J03
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
N:{
NA
NA
NA
NA
NA
3,1005
<0.0005
<0.0025
NA
<00005
<0.0005
<0.0005
<0-1
<0.0005
<0 3
40.0005
<0-1
<O 1
<O,wl
0.0005
<0.0005
W.0005
<OA005
<00005
NA
2606
<OA002
-0006
NA
<0.0003
W.0003
<O.00D2
<O-
-0002
<0.0002
-0002
<0.0002
N.0002
W.0002
<00003
m-1
<OA002
O.000l
m.0006
NA
1212'07
<0005
m.005
<0005
<0.005
NA
NA
<0.003
I
NA
"'I
<0.003
<0005
<0.005
NA
NA
W.01
NA
6'17:08
<0.005
<0.005
1 0
0.005
NA
I NA
c0.003
NA
z0A05
-005
<0005
NA
NA
NA
<0.01
NA
71609
<0.005
0.001
-
<OA05
NA
NA
<0.003
1 1
NA
IA
NA
<0.005
<0.005
<0005
NA
NA
NA
<OOl
NA
2310
<0.005
<0.005
<0-
<0ws
NA
NA
<0."5
NA
NA
NA
NA
-5
<0.005
<0005
NA
NA
NA
<0.01
NA
7,1 TO
<O.ODS
<0.003
-0005
<0.005
NA
NA
W.005
NA
NA
NA
NA
<A.ODS
10.005
M5
NA
NA
N.A
<0.01
NA
3111N7
O.BOi9
NA
NA
NA
NA
NA
U71
0.001<
0.0012
0.0021
0.0021
NA
N:{
11
NA
NA
NA
NA
N.{
NA
11
11
NA
NA
NA
NA
00017
D.W24
0.0023
NA
NA
I I
I
NA
NA
NA
NA
NA
ND
NIl
NA
NA
ND
ND
ND
ND
ND
ND
NET
ND
IT,
IT,
-
ND
NET
ND
2198
ND
III
NA
NA
ND
0.0009
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NA
6'25-2698
ND
NA
NA
0.0013
ND
ND
NET
ND
ND
ND
ND
ND
ND
ND
ND
ND
NA
112098
ND
NA
NA
NA
0.0013
ND
ND
ND
ND
ND
NET
ND
ND
ND
ND
ND
\1l
NA
8-
ND
NA
NA
NA
0.0013
ND
ND
ND
ND
ND
ND
ND
ND
\Il
ND
ND
NA
6199
ND
NA
NA
NA
0...
0.0007
ND
ND
0.0026
ND
ND
ND
ND
ND
ND
ND
-1
1
NA
10:199
ND
NA
NA
NA
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
\A
NA
1I 4A
311:00
ND
NA
NA
NA
ND
ND
ND
ND
ND
ND
ND
Np
ND
ND
ND
ND
ND
I NA
NA
IVI'00
ND
NA
NA
NA
ND
ND
ND
ND
ND
ND
ND
ND
ND
NU
ND
ND
ND
NA
NA
VIN1
11)
NANA
NA
ND
ND
ND
I ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NA
NA
311315
0DDO5
<0.25
NA
0.0006
<O.0005
<0.0005
<O.ODOS
<o
0.,
-0.0005
W.0003
<0.0005
W.0003
<0.0003
<0.0005
<O.00DS
<Olw5
NA
IV1310]
<0.005
<0005
NA
<OA05
NA
NA
m.005
NA
NA
NA
­5
<0.0p5
A.O05
NA
NA
NA
O.Ol
NA
6117108
<0.003
<0.005
N.005
<0..5
NA
NA
<0.005
NA
Ijk
<0.005
NA
NA
NA
<O.01
NA
]/IN09
<O.00S
<0.005
<0.005
<0.003
NA
NA
<0.005
NA
NA
N:\
m.005
c0.005
<0.005
NA
NA
NA
W.01
NA
]A/10
<0.003
N.005
<0.003
<0.005
NA
NA
<0.003
NA
NA
NA
-1
10.005
<0.005
NA
NA
NA
<0.Ol
NA
71-0
<0.005
c0..1
-5
<0.005
NA
NA
�.005
NA
NA
..003
W.005
<0.005
NA
NA
NA
m.04;4�1
N
AR6'11
<O.UO3
0.0009'S1
<0.005
m.005
NA
NA
m.005
NA
NA
<U.005
m.005
c0.003
NA
NA
NA
<q.0IN]/ll
<0.003
<0.w5
-5
<0.003
NA
NA
m.001
�NA
NA
NA
NA
<0.005
W.005
<0.005
NA
NA
NA
<p.0
Page 55 of 127

Table 8 1 : Analvtical Data for Groundwater User Specified Chemicals 1
DSCA ID No.: 920001
g
fip
_
E
�
E
iE
E
2
-
-
E
41%
NA
NA
NA
W.OoS
NA
NAINA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
IA
N.A
NANA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
12-
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
N:\
NA
NA
NA
NA
3209'/
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
7/
ND
ND
NA
NA
ND
ND
ND
ND
ND
NA
NA
NA
NA
NA
ND
NA
v-
NA
NA
N.A
NA
NA
NA
NA
N:4
NA
NA
NA
N':4
NA
NA
NA
NA
NA
625-2698
ND
ND
ND
IA
ND
ND
ND
NU
"I
ND
ND
0.0008
NA
NA
NA
NA
NA
ND
1130.98
NA
NA
NA
N:\
NA
NA
NA
NA
I I
N.A
NA
NA
NA
NA
NA
NA
NA
NA
d'1'99
NA
I k
NA
N'A
NA
NA
NA
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NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
6199
NA
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NA
NA
NA
NA
NA
NA
I
N.4
NA
NA
NA
NA
NA
NA
NA
NA
NA
0199
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
31 Do
NA
NA
NA
NA
NA
NA
0.V
N.4
NA
NA
NA
NA
NA
NA
NA
NA
101100
N:\
NA
IA
NA
N.4
NA
NA
IA
11
NI
NA
NA
NA
NA
NA
IA
NA
NA
NA
ID1
N.A
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
N.1
NA
NA
NA
0OS
W.0003
<0.0025
NA
<.-1
<00005
W.0005RNA
W.0005
W.0005
W,0005
<o0005
W.0005
W.0005
W.0005
W03
<0.0005
W.00Df
W.0005
NA
10J06
<0.003
<0.006
NA
10 1
'o-1
W.003
W.003
<OA03
W.003
W.003
W.003
<O.M5
WA075
<0.003
<0.006
W.m
NA
3 1 n)
W.Od
W.2
W.W
10.04
W.01
W.Od
W.OJ
<o of
<0,04
�.01
<0.01
W.od
WAd
W..
W.Od
W.Od
121-7
W.005
W.003
<O005
W.ODS
NA
NA
NA
NA
NA
W.005
W.M
W.005
W.005
NA
NA
W..1
11
6 17 08
W.005
<0.005
<0.005
<0.005
NA
NA
NA
N'4
N:4
e0.005
<I'm
W.005
NA
NA
NA
WAi
NA
11 IIios
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
N.4
NA
NA
NA
NA
NA
I I
I I
NA
W.005
<0.003
.NA
NA
W.01
NA
dl2/09
<0.0p3
<0.005
W.005
NA
NA
W.005
NA
NA
NA
NA
<o.1
W.005
o.005
<O.OUS
NA
W.01
NA
]�IW09
<0.005
<p.005
<OOOOS
NA
NA
1OA05
NA
NA
NA
NA
<oW5
W.005
W.003
<0 W:I
NA
W.01
NA
9'15/09
<0005
o-v
W.005
W.W5
NA
NA
W.005
NA
NA
NA
NA
<0.005
W.005
W.003
<0.005
1
NA
<p,01
NA
loll.
<OA05
W.005
W.005
<0.005
NA
NA
<0.005
NA
NA
NA
NA
W.003
WA05
­5
NA
NA
<0.01
NA
v-
Lows
W.005
<0.005
WA05
NA
NA
1OA05
NA
NA
NA
NA
W.005
W-
W.005
NA
NA
NA
W.01
41110
0.005
WA05
W.-
WA !I
N'A
NA
W.005
NA
NA
NA
NA
W.005
W.ODS
W.005
NA
NA
NA
<OM
11,11
'o'w5
WDOS
W.00I
WA05
NA
NA
<OA05
NA
NA
NA
NA
-W5
W005.
W.OD5
NA
NA
cO.OI
<O.W5
WAGS
-
4.005
IA
NA
W.W5
I I
NA
NA
NA
WA05
WA05
4.005
NA
NA
I I
-I
42111
W.005
.-v
D.W5
W.005
NA
NA
W.005
1 1
NA
N.4
11
-5
WA05
W.005
NA
NA
NA
112'll
W.ws
WA05
W005
W.005
NA
N.4
W.0051.1
NA
NA
11
4D05
W.005
<0.005
NA
NA
NA
<001
NA
719/12
W.005
W.005
WA03
W.005
NA
NA
W.005
NA
NA
NA
NA
4.005
W.005
<0.005
NA
NA
NA
W.o1
IY3/12
W.003
WAOS
W005
W.005
NA
NA
WAGS
.NA
NA
NA
N.4
WW5
<0.005
<o..1
NA
NA
NA
WAI
22-
W.005
W.005
<OA05
<0.M
NA
NA
m.005
NA
NA
NA
NA
-5
W.005
c0005
NA
NA
NA
-,I
5:30i 13
W.005
WM!l
<0.005.
W.005
NA
NA
W..5
NA
NA
NA
NA
W.005
W.005
WA03
NA
NA
NA
W.01
911113
W,005
W.005
W.005
<0.005
NA
NA
W.005
NA
NA
NA
NA
WM!`
<o005
<O.00S
NA
NA
NA
W.01
NA
I vll,
W.005
WA05
c0"
<0005
NA
NA
I.-
NA
NA
NA
NA
W.005
<0.005
WAO!
NA
NA
NA
W.Dl
NA
375114
W,00050
W.0050
<0.00050
NA
<0.0010
W.0010
W.00050
W-o
WD010
W00 .5o
W.wlo
WA020
c0.0020
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W.00050
W.0010
W...
W.0010
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W.0010
W.010
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W.00215
Oslo
W.0010
<00020
W.o020
WA010
4A020
W.O010
W.0020
W23/14
W.00050
WA050
W.00050
<0.010
W.0010
W.0010
<OA005
W..Io
W.ODIO
WAO10
<O.wlo
W.002D
W.0020
W.WIO
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W.0020
W..I.
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WA20
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W.00dO
W.0080
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W.00050
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WAOOSO
W.0010
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W.00L1
W.0010
W.00'20
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W.0010
W.ODZO
<0.0010
6'17115
W.00IO
<0.0010
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<00080
W.0020
W.0020
W.0p10
W.0030
W.0020
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Page 56 of 127

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Table 8 1 : Analytical Data for Groundwater laser Specified Chemicals t
DSCA TD No.: 920001
fi
E
E
2
a
-
12157
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
N:\
11
NA
NA
NA
NA
NA
NA
NA
11
Om-
NA
NANNA
00012
0.o011
0.0000
0.0000
ND
ND
0.wl
NA
NA
NA
NA
NA
NA
NA
NA
'
ND
ND
NA
ND
ND
ND
O.oO(4
ND
ND
ND
NA
NA
NA
NA
NA
NA
ND
NA
2198
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
625-2690
ND
ND
ND0.02A5
ND
ND
ND
ND
ND
ND
NA
NA
NA
NA
NA
NA
ND
NA
1124)
NA
N.A
NA
NA
N.A
N:A
NA
N.A
NA
NA
NA
NA
NA
NA
NA
NA
NA-
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
N.A
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Ip199
NA
NA
NA
''A
N.4
N.4kNA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
31o0
NA
NA
NA
N:\
NA
NA
NA
NA
NA
NA
NA
NA
NANA
NA
NA
N':\
NA
N.A
NA
NA
NA
NANA
N.{
NA
NA
M1A
N.ANA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
OS
w.m5
w.0023
NA
<0.0005
<0.0005
<0.0005
'o-5
w.0005
w.0005
w.0005
w.0005
<00"s
w.0o05
w.0o05
-0005
w.0005w.0005
NA
w.0002
w.0001
NA
<00003
<0.0003
w.0002
<OA002
c0.0002
w.0002
w.0002
c00002
w.0002
w.M3
<00005
10.0002
<0.0009
0,00(K
NA
311M
<o.005
w.005
w.00�
0.00s
NA
NA
<0o05
NA
NA
NA
NA
c0.005
<0.003
<o.005
NA
NA
NA
w.01
NA
A9No
w.005
-1
0.005
NA
NA
<0005
NA
NA
NA
NA
o.-
w.0p5
w.005
N-A
NA
NA
w.01
N.4
1/1A'09
w.005
wA05
<OM5
w.o05
NA
NA
w..5
NA
NA
NA
NA
wo05
w.003
w..5
11
NA
NA
w.01
NI
1o"09
w.005
<0005
w.005
w.o05
NA
NA
,-0005
NA
NA
NA
NA
w.005
<OM5
wM
11
NA
NA
w.01
NA
2'4'10
<0.005
w.003
o-5
w.005
N.\
NA
11.5
NA
NA
NA
NA
w.005
<OA05
w.005
NA
NA
wn1
NA
{2110
w.005
w.005
w.005
w.003
NA
NA
<0.005
NA
NA
NA
NA
<0005
w.005
w.005
NA
NA
NA
713.10
w.w5
-m
w.005
w.o03
NA
w.005
NA
NA
NA
NA
<OM5
<0.005
w.005
NA
NA
NA
w.01
NA
1020: 10
<0.005
w.o05
w.005
w.005
11
NA
w.003
NA
NA
NA
NA
0005
10.005
w.005
NA
NA
NA
w.01
NA
4'2N11
<0.005
1 0.000915
w.005
woos
NA
<0.005
NA
NA
NA
NA
-.1
w.005
NA
NA
NA
w.01
NA
72611
<0005
-1
w.005
w.005
NA
NA
w.005
NA
NA
NA
NA
1A
NA
NA
-01
NA
111
0.005
w.003
-5
w.005
NA
wo05
'NA
NA
NA
NA
<0.005
10.005
0.003
NA
NA
NA
-01
NA
12512
<0.o05
<p.005
w.005
w.003
NA
NA
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NA
NA
NA
NA
-5
c0.00]
w.005
NA
NA
NA
w.01
NA
21112
0.005
<0.005
<OM
w.0o5
NA
NA
<0.005
NA
NA
NA
NA
w.005
w.003
w.005
NA
IA
NA
0.01
NA
312
w.005
-005
<o005
w.005
NA
N.A
NA
NA
NA
NA
NA
<OM
<o005
w.005
NA
I
NA
w.01
NA
2713
w.005
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--00p5
w.005
NA
NA
0005
NA
NA
NA
NA
w.o05
w.00] -
..m
NA
NA
w.01
NA
2913
w.o05
10.005
<0005
w.005
NARNA<0.005
NA
NA
NA
NA
w.005
w.005
w.005
NA
w.01
NA
1211
w.005
..005
<0.005
w.005
NAw.o05
NA
NA
NA
NA
w005
w.005
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NA
w.01
NA
1313
w.005
w,005
<o-
w.005
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NA
NA
NA
NA
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w.005
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NA
NA
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NA
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w.0p50
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Page 58 of 127

Table 8 1 : Analvtical Data for Groundwater laser Specified Chemicals I
DSCA ID No.: . 920001
12.w
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
3121197
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NA
NA
NA
ND
ND
ND
ND
ND
ND
ND
NA
N:\
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NA
NA
NA
71&97
ND
ND
NA
NA
ND
ND
ND
ND
ND
ND
ND
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NA
NA
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NA
NA
NA
NA
NA
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NA
NA
NA
NA
NA
NA
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ND
ND
NA
ND
ND
ND
ND
ND
ND
ND
NA
NA
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NA
NA
NA
ND
NA
NA
NA
NANA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
N.4
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
1119
NA
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NA
NA
0.0006
NA
NA
NA
NA
NA
NA
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NA
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NA
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NA
NA
NA
NA
NA
NA
NA
NA
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NA
NA
NA
NA
NA
NA
NA
NA
NA
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NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
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NA
NA
NA
NA
NA
NA
NA
NA
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NA
NA
NA
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N.0005
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NA
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NA
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NA
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NA
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NA
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NA
NA
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11
NA
NA
NA
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NA
NA
N.01
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NA
NA
NA
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Page 59 of 127

Table 8 ] : Analytical Data for Groundwater User Specified Chemicals 1
DSCA ID No.: 920001
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m.01
NA
1N 10
<o,w5
<Om5
<0.005
<0.005
NA
NA
<4)m5
NA
NA
N I
NA
<Om5
10 WS
10.W5
NA
NA
NA
-01
NA
4'25/ll
<0.001
0.W27M
<0.005
W.003
\A
NA
<U.005
NA
NA
k
-5
<Om5
<0.003
NA
N
X
AAA
NA
MW-Z3
11211
<O.00S
<0,005
<0.005
<0.005
NA
NA
<0.005
NA
NA
<OA05
<O WS
<O.WS
NA
k
<0.01
NA
MIU12
<...5
<0005
<O.WS
<O.W5
NA
N.1
.5
NA
NA
NA
NA
c0.Op5
<O WS
<0 W5
NA
-1
NA
tl.-
<OM5
<0.005
<O.WS
00W61
N:A
NA
.5
NA
NA
NA
NA
4.005
<OWS
<6.W5
\:\
NA
-01
NA
2RU13
<0.005
<0.005
<0.005I
I
N.1<0.0p5
NA
N:\
NA
NA
--
m.00S
<O.WS
NA
NA
NA
-1
NA
1-13
<0.M5
<OA05
<0.005
<0.M
NA
IA
NA
NA
-5
<O.00S
<0.W5
Ni
NA
NA
W.01
NA
UII/13
4.ws
­5
<0.005
�OWS
NA
NA
NA
NA
m.005
<O.00S
<0.W5
NA
NA
NA
-ol
NA
1211U13
<OA05
<O.WS
<0.005
W.003
11
NA
<0.005
NA
NA
NA
NA
<0.005
<0.005
4.W5
NA
NA
NA
-
NA
3125114
<0.0005o
-omo
<0p0050
NA
W.0010
<0.00050
<O.W 10
c0001U
�O.W50
<o.01110
<Omm
w.00m
<0.0010
<O W050
<o.00050
W.0010
<O.00m
<o.0010
6: IU14
<0.00050
<O.W50
<0.00050
00.00J0
<0.W10
-10
<000050
-lo
N.0010
-,owso
<D.WIO
<0.0050
<0.00m
<0.0010
<O.WI
<0.00050
<0.0010
<O.00m
< W10
92111
<0.00050
<0.0050
<0.00050KlO..5
m.0010
<0.0010
e0w5
W.0010
m.W1U
<00050
<O.mlo
m.00m
<O.O
<OAOIo
<O.WIO
<o.mO
<0.wlo
<O.00m
-mlo
1218: IJ
W.00050
©.0050
<0.00050
<OA010
A.0010
<O OOo50
<9A010
<O.W10
<00050
..0010
W.00m
W.W20
<OA010
<OA020
�.00050
<0.0010
W.00m
<0.0010
\ 1915
W.0o050
<Om50
-50
<0.0010
W.O010
<000050
<0.0010
<Omlo
<O.W50
<0.0010
c0.00m
..0010
<0.0010
W.ODm
<O.000So
<o.mlo
<Omm
<O.00IO
6.1615
<0.00050
9.005o
m.o0030
<O.WIO
cO.W IU
-o ws0
<0.0010
<o.0010
10.0050
<omlo
d1.00m
W.00'm
<0.0010
<O.WIO
<o.00050
N.00Io
W.00m
<O.00Io
2.12
<0.005
<0.005
<OAOS
N.A
N.A
-0005
NA
NA
N.A
NA
<O.o05
<0.005
<O.WS
NA
NA
NA
W.01
NA113012
<0.005
<0.005
-5
NA
NA
<0.003
NA
NA
NA
NA
<0.005
m.005
W 5
N.A
NA
NA
®.01
NA..m
<OA05
<OAOSNA
NA
<00p5
NA
N:\
NA
NA
m.005
c0.0o5
<Om5
NA
NA
NA
<0.01-
NA
5/2A13
<Om5
<0M
<0.005
<O.WS
NA
NA
-1
NA
NA
NA
NA
Wm5
<0.005
<O.00S
NA
NA
NA
<0.01
NA
MIM13
<0005
<0..5
-5
<0.005
NA
NA _
Wm5
NA
NA
NA::
NA
<O.o05
<O.WS
<Om3
NA
NA
NA
<0.01
NA
M1IW-34S
1-13
<0.005
Nm5
4m5
<0.005
NA
NA
<0.005
NA
NA
NA
NA
W.o05
<O W5
<o.03
NA
NA
NA
m.01
NA
M-
<0.00050
m.O050
<0.00050
NA
<0.0010
W.0010
106W 0
<0.0010
-0
<0.W%
<0,0010
m.00m
<O Oom
<00010rNAt
<OOW50
W.Mo
<O.00m
W.00Io
-14
<OAW50
W.o050
<&MI50
<o.0010
-mlo
W.0010
<0.0005
-lo
Na02o
<0.0050
<o.00lo
W.00m
<O.Wm
<0.0010
<0.00050
<O.aow
m.Wm
<O.00Io
Ali/14
<o.00050
W.0050
-50
..olo
m.0010
-lo
<0,0005
-lo
<Omlo
<O.00so
<0.W10
�.00m
<O.Oom
N.0o10
<0.00050
<0.0010
<O.00m
<0.0010
121714
<Om%
-so
W.OW50
<0.0040
<Om10
Amlo
W.00050
W.0010
<0.0010
<o.W50
<o.0010
<O.00m
<o.00m
<0.0010
<OA0050
<O.Mo
c0.00m
<0.0010
31715
-000050
m.0050
<O.OW<0
<0.0050
<0.0010
m.0010
<0.00p50
<O.00m
WA010
<O.WSU
<U.WIO
m.00m
W.00m
W.0010
<0.00050
W.00Io
W.00m
<.wlo
61515
-O.p0p5p
4.w.
<O.000So
W.0010
<0.0010
-lo
<O.OW50
<0.0010
-o
<O W50
<0.0010
<OAOm
<OOo20
<0.0010
W.00050
W.0010
-w"
<O.00Io
<0005
m.005
W.005
<I)dW5
NA
NA
<0 W5
NA
NA
NA
NA
<O.WS
<0005
<0.005
NA
NA
N.01
NA
3012
<0.005
�.001
W,005
<0.005
NA
NA
<0.005
NA
NA
NA
NA
4.005
<0,005
<Om5
NA
NA
-ol
NA
22713
<o.ws
-1
<0.005
<0..5
NA
NA
<0,005
NA
NA
NA
NA
­W3
4.W5
<O.W5
NA
NA
NA
<0.01
NA
5,2A13
<0.005
<0.003
<O,W5
<0.005
NA
NA
<Om5
NA
NA
NA
NA
-1
10.005
1 <Om3
NA
NA
NA
-01
NA
UIMl3
4.o05
-.5
m,W5
<0.005
NA
NA
<OM
NA
NA
NA
NA
<O.00S
<0,005
<Om5
NA
NA
NA
W.OI
NA
AfW2AD
IUIM13
<0.005
-5
W.005
<0.005
NA
NA
w.W5
NA
NA
NA
NA
�m5
<OA05
1.11
NA
NA
NA
�.01
NA
3/21-
<0.00050
W.005o
<, 5.
NA
<.Oolo
�.0010
<O WO50
<0.0010
-lo
<0.0050
<0.0010
m.6om
<0.m20
�.wlo
W.0o050
<0. so
<0.mlo
W.00m
<0.0010
fi 19'Id
<O.W050
m.0050
W.0005o
W.0040
-mlo
�.0010
<o.OW50
<0.0010
<00010
<Om50
<OA010
<0.0050
W.0020
<0.0010
<0.Wl
<0.000311
<0.WIO
<O.W20
<0.0010
23 id
<0.00050
<0.0050
<0.0005o
<0.010
W.00Io
<o.W10
<0.0005
<0.0010
<O..to
cO-o
W.0010
-20
a.00m
<0.0010
< WIO
<0.00050
< Wll)
<O.W20
<0.0010
12' Id
<O.OW50
<0.0
<0.00050
�.0010
<Om10
m 0
<O.OW50
mm10
<0.0010
<0.W50
cOmlo
<O.w"
m.00m
m.0010
4.1.
<O.OW50
'9.0010
<Om20
<0.0010
? 1815
<O.OW50
<om50
<0.00050
W.00IO
<0.0010
<0.0010
<O.W.
<OA010
<o,0010
<0.0030
W.O010
<p,OOm
<O.00m
W.O010
<O.00m
<OOWNI
�.0010
<0.00v
-wlo
61515
<O.W050
<Om10
<0.00050
N.00W
<0.0010
�.0010
W.000SO
A.0010
�.00m
<0.0030
<0.0010
�.00m
W.00m
�.0010
<0.0010
m.00030
-lo
<O.Oom
<0.0010
Page 66 of 127

Table 8 1 : Analvtical Data for Groundwater User Specified Chemicals
DSCA ID No.: 920001
U
E
m L
IR'-1
R16
W.021
-w
1.025
0.00371
NA
NA
1.025
NA
NA
NA
NA
W.025
W.M
<0125
NA
NA
NA
-5
NA
12�-
0.000131
<0005
W..5
W005
NA
NA
1.005
NA
NA
NA
NA
W.00J
NA
NA
NA
O.Oaaw
NA
2/5/09
W005
<p005
1.005
1.00J
NA
NA
W.005
NA
NA
NA
NA
W.005
5
NA
NA
NA
III
NA
NJ09
<.003
1.-
<0.003
<0.003
NA
NA
<.003
NA
NA
NA
NA
0.00111
1
,S
NA
NA
NA
Iol
]/1609
<0.003
c00o5
W.005
0.003
NA
NA
W.003
NA
NA
N.4
NA
<.005
$0-5-
,
NA
NA
NA
Wof
M-3
IV1/09
1.005
W.005
<0.005
W..5
NA
NA
<0.005
NA
NA
NA
NA
W.O05
5
NA
NA
NA
W01n1l0
<0.005
W.005
WA05
W.005
NA
NA
W.005
NA
NA
NA
NA
W.005
05
NA
NA
NA
<0.01
NA
420/10
W005
W.005
WA05
<.003
NA
NA
W.005
NA
NA
NA
NA
W.005
NA
NA
NA
Wal
NA
]ll3/10
<0005
W.005
W005
W.005
NA
NA
-5
NA
NA
NA
NA
W005
1.005
0.005
NA
NA
NA
W01
NA
1021/10
<a 005
WOOS
1.005
WO05
NA
NA
<.005
NA
NA
NA
0.005
W005
W.003
NA
NA
NA
W..I
NA
IN3110.
1.1
000171
1.005
W.00J
N.4
NA
W.005
NA
NA
NA
NA
W005
<A05
<0.WS
NA
NA
NA
0.000791
NA
25/09
<0.005
1.001
W.005
<.005
NA
NA
W.005
NA
NA
NA
NA
<.005
0.005
-
NA
NA
NA
<.01
NA
42/09
<0005
<0.005
c0.00J
<.00l
NA
-a.1
NA
NA
NA
<0005
<.005
<0.005
NA
NA
NA
III
NA
7/IV09
<0.005
W.005
W.005
W.005
NA
NA
N:\
NA
-.1
<.005
0.005
NA
NA
NA
<.01
I
107/09
1-1
1 0.005
W.001
W.005
NA
NA
I I
NA
'a.,
W.005
W.005
NA
NA
N:A
Imo
23/10
1.005
0.005
1.005
0.005
NA
NA
0.005
NA
NA
0.005
<005
<.005
N':\
NA
<001
.1111
0.005
WOOS
W.005
W.003
NA
NA
1..5
NA
N.4
NA
<.005
<.003
<.003
NA
NA
<001
M'd
7/I3.30
1.003
W.005
W.005
W.003
NA
NA
0.005
NA
N.4
NA
N.\
<.005
<.003
<.003
NA
<0.01
1.21I10
0.005
W.005
W.005
W005
NA
N.A
W.m
NA
NA
NA
NA
W.O05
1.005
W.005
NA
NA
I k
Wal
I NA
7/19'12
0.005
1.005
2005
W005
N.A
W.005
NA
NA
NA
N.\
<O.NS
<.005
W005
W.Ol
NA
11/30/12
0.005
<0.005
<0.005
1.005
NA
\A
10005
NA
NA
NA
N.\
<a.1
W.005
<0.005
11
1 1
\'A
III
NA
228/13
<0.005
0a5
1.005
W.00i
N':\
N:q
<0.005
NA
NA
NA
1-1
0.005
W.m
NA
<001
NA
"a'13
1.005
III,
<0.005
NA
N.{
W.005
NA
NA
NA
<awl
W.005
W..5
NA
III
NA
11111
1.001
<111,
aaa,
0.001
NA
NA
NA
NA
NA
W.005
W.005
W.003
NA
W.01
NA
1231IS
<0.005
<.0U5
W.005
<0.005
NA
NA
NA
NArNA
NA
W.005
<0.005
<.005
NA
NA
III
NA
<.005
<.005
W.005
<.005
NA
NA
NA
NANA
<.005
<0.005
<.00S
NA
NA
Wal
NA
-1
W005
WAOS
NA
NA
F-3
NA
NANA
<.005
<.005
<.001
NA
NA
-oal7II-
moos
W.005
<.005
<.005
NA
NA
NA
NANA
W005
<.005
<.005
NA
NA
IM/09
<O.00S
<0105
<.W5
<0.003
NA
NA
NA
NANA
<.005
W.005
WW
NA
NA
NA
<001
2V10
c0.005
1105
<.00S
<.005
NA
NA
NA
N.qNA
<.005
<0003
-a005
NA
- I
N:q
LllllO
c0.005
<0.005
<0005
<0..1
N'A
NA
<.0U5
NA
NANA
W.005
0003
NA
I I
NA
10.01
NA
]ll3/l0
c0.005
<0005
1.005
1105
NA
<.005
NA
1A
NA
W.005
1.005
<a MIS
NA
1A
-
<001
NA
1R21/10
<.005
<0.0U5
<..5
<.005
NA
NA
<.005
NA
NA
W.003
1.005
<0005
NA
NA
11
0.01
NA
711V12
W.005
<.005
<.00S
<.005
NA
NA
<005
NA
NA
<A05
W005
<0005
I
NA
-0.01
NA
1\\-5
.1-2
W.005
1A05
<.005
1005
NA
NA
<.005
NA
N.A
N.q
<D.O05
W005[...1
.005
NA
NA
-0.01
NA
MV13
W005
-5
1.001
1.001
NA
NA
<0.005
NA
NA
NA
WA05
W005.003
NA
NA
-0.01
5/30'13
<0.005
<.005
<.005
<.005
NA
NA
1005
NA
NA
NA
<a.1
W.m.005
NA
NA
-0.01
9IIV13
Y.MW
W.005
10.005
10.005
N.4
NA
1.005
NA
NA
NA
1.-
<.005005
NA
NA
<0.01
12/1V13
1.005
10105
1-5
1.005
NA
NA
<.005
NA
NA
NA
NA
WM
1.003
NA
NA
NA
W.01
N'A
325/14
<00050
<.0050
1.000NI
NA
W.-
1.001.
<.00050
<0.0010
1.0010
<.00"
<.0010
<0.0020
<.0020.0010
<.0010
<.00050
<.00I0
W.0020A'1R14
1-50
W.0050
<000050
0.00131
<.0010
<.0010
OADOW
<0010
<.0010
<.0050
<.00IO
0.000561
<.0020.O010
<0.0010
<.000SO
W.0010
<.00IDR
5I11
<.OW50
<A050
<.00050
W010
W 10
<00010
<.0005
<.0010
W.0010
<.0050
<.0010
<.0020
<.00200010
W00I0
<0.00030
W.0010
<.0020
<.0010
111. 11
W.00050
<0.0050
<.00050
<.0010
""a
W0010
<.00030
<.00m0
<.0010
<.0030
<.0010
<.0020
<..20..10
<0.0010
<.0 "
<.0010
<.0020
<.0010
3 13 IS
<a OOOS0
W...
<.00050
<.0010
D.001.
<0.0010
111.
<.00)0
<.0010
<.OUSO
W.0010
W0020
<.0020
<.0010
W.0020
<.000SO
<.Wlo
W.00ID
<.-
6 I] I5
W.M%
<.0050
<0.000SO
W0010
<.0010
W.0010
1.00050
1.0010
<.0010
<.0050
...,a
<0.W.
<0.0020
I <.0010
<0010
W.00050
<.0010
I <00020
I' -
Page 67 of 127

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Table 10: Water Wells Survey Data
DSCA ID No.: 920001
Distance
Direction
Property Owner
Well
Screen
Status
Ref, No./
Sampling Location
Tenant Name Address,
from
Source of Well
(downgradient,
Name, Address, and
Depth
Interval
Use of Well
(Active/
Well ID
Name and Address
and Phone Number
Source
Identification
upgradient, etc.,
Phone Number
[feet]
[feet]
Inactive)
feet
to source area
Kelli Barbour,
8400
Residence,
8400 Camellia Drive,
Same as Owner
480
Unknown
Unknown
Drinking Water
Receptor Survey
Downgradient
Abandoned
Camellia
8400 Camellia Drive
Raleigh, NC, 27613,
919-772-5160
Charles & Carole Vish,
8401
Residence,
8401 Camellia Drive,
Same as Owner
680
111
Unknown
Drinking Water
Receptor Survey
Downgradient
Active
Camellia
8401 Camellia Drive
Raleigh, 27613,
919-847-7632
Andrew & Noma Kleitsch.
8404
Residence,
8404 Camellia Drive,
Same as Owner
68
Unknown
Unknown
Drinking Water
Receptor Survey
Downgradient
Actirc
Camellia
8404 Camellia Drive
Raleigh, NC, 27613,
919-848-0222
John M. Rogers,
8405
Residence,
8405 Camellia Drive,
Same as Owner
820
Unknown
Unknown
Drinking Water
Receptor Survey
Downgradient
\cticc
Camellia
8405 Camellia Drive
Raleigh, NC, 27613,
Unlisted
Daniel & Tara Whitley,
8408
Residence,
8408 Camellia Drive,
Same as Owner
880
200
Unkno- n
Drinking Water
Receptor Survey
Downgradient
Actin c
Camellia
8408 Camellia Drive
Raleigh, NC, 27613,
Unlisted
Gregory & Amanda
8409
Residence,
Williams,
Camellia
8409 Camellia Drive
8409 Camellia Drive,
Same as Owner
980
Unknown
Unknown
Drinking Water
Receptor Survey
Downgradient
\dice
Raleigh, NC, 27613,
Unlisted
Frank & Brenda Ham,
8412
Residence,
8412 Camellia Drive,
Same as Owner
1040
210
Unknown
Drinking Water
Receptor Survey
Downgradient
Active
Camellia
8412 Camellia Drive
Raleigh, NC, 27613,
919-847-4121
Gene R. & Sandra T.
8413
Residence,
Soyars,
Camellia
8413 Camellia Drive
8413 Camellia Drive,
Same as Owner
1 140
l lnl<nown
Unknown
Drinking Water
Receptor Survey
Downgradient
Active
Raleigh, NC, 27613,
919-847-4142
Debian & Matthew
8416
Residence,
Thacker,
Camellia
8416 Camellia Drive
8416 Camellia Drive,
Same as Owner
1140
Unknown
Unknown
Drinking Water
Receptor Survey
Downgradient
Actix e
Raleigh, NC, 27613,
919-917-7393
Page 71 of 127

Table 10: NNater Wells Survey Data
DSCA Ill No.: 92 �,9
Distance
Direction
Property Owner
Well
Screen
Status
Ref. No./
Sampling Location
Tenant Name Address
from
Source of Well
(downgradient,
Name, Address, and
Depth
Interval
Use of Well
(Active/
Well ID
Name and Address
and Phone Number
Source
Identification
upgradient, etc.,
Phone Number
[feet]
[feet]
Inactive)
feet
to source area)
Michael E. & Virginia H.
8417
Residence,
Richardson,
Camellia
8417 Camellia Drive
8417 Camellia Drive,
Same as Owner
I O0
Clnknown
Unknown
Drinking Water
Receptor Survc}
Downgradient
Active
Raleigh, NC, 27613,
919-848-6743
Lorraine Tomasino,
8420
Residence,
8420 Camellia Drive,
Same as Owner
1200
>150
Unknown
Drinking Water
Receptor Survey
Downgradient
Active
Camellia
8420 Camellia Drive
Raleigh, NC, 27613,
919-841-9338
James W., Jr. & Louise 1).
8421
Residence,
Knox
Camellia
8421 Camellia Drive
8421 Camellia Drive,
Same as Owner
1440
139
Unknown
I )rinl:in \1 to
Receptor Survey
Downgradient
Active
Raleigh, NC, 27613,
919-847-5098
John & Goldie R.
8425
Residence,
Duperock,
Camellia
8425 Camellia Drive
8425 Camellia Drive,
Same as Owner
1440
Unknown
Unknown
Drinking Water
Receptor Survey
Downgradient
Actioc
Raleigh, NC, 27613,
919-847-5153
Betty Rogerson,
8429
Residence,
8429 Camellia Drive,
Same as Owner
1420
Unknown
Unknown
Drinking Water
Receptor Survey
Downgradient
Actin c
Camellia
8429 Camellia Drive
Raleigh, NC, 27613,
919-847-5613
Elizabeth M. Mercer,
8433
Residence,
8433 Camellia Drive,
Same as Owner
1440
Unknown
Unknown
Drinking Water
Receptor Survey
Downgradient
Acme
Camellia
8433 Camellia Drive
Raleigh, NC, 27613,
919-847-5754
Eugene Kennedy,
8400
Residence,
8400 Azalea Place,
Same as Owner
400
150
Unknown
NA
Receptor Survey
Downgradient
Abandoned
Azalea
8400 Azalea Place
Raleigh, NC, 27613,
919-847-7575
Bruce Blackwell,
8401
Residence,
8401 Azalea Place,
Same as Owner
0
173
Unknown
NA
Receptor Survey
Downgradient
A:, n,,d, „ d
Azalea
8401 Azalea Place
Raleigh, NC, 27613,
919-524-4765
Frederick Schwartz,
8404
Residence,
8404 Azalea Place,
Same as Owner
000
Unknown
Unknown
Drinking Water
Receptor Survey
Downgradient
Activc
Azalea
8404 Azalea Place
Raleigh, NC, 27613,
919-676-1249
Page 72 of 127

"Cable 10: Water Wells Survey Data
DSCA ID No.: 920001 ,
Distance
Direction
Property Owner
Well
Screen
Status
Ref. Nod
Sampling Location
Tenant Name, Address,
from
Source of Well
(downgradient,
Name, Address, and
Depth
Interval
Use of Well
(Active/
Well ID
Name and Address
and Phone Number
Source
Identification
upgradient, etc.,
Phone Number
[feet]
[feet]
Inactive)
feet
to source area
Elias Schnegelberger,
8405
Residence,
8405 Azalea Place,
Same as Owner
600
Unknown
Unknown
Drinking Water
Receptor Survey
Downgradient
\cticc
Azalea
8405 Azalea Place
Raleigh, NC, 27613,
919-847-4828
Richard Lemert,
8408
Residence,
8408 Azalea Place,
Azalea
8408 Azalea Place
Raleigh, NC, 27613,
Same as Owner
i 80
Unknown
Unknown
Drinking Water
Receptor Survey
Downgradient
Active
919-846-0558
Jaswantrai Patel,
8409
Residence,
8409 Azalea Place,
Azalea
8409 Azalea Place
Raleigh, NC, 27613,
Same as Owner
780
Unknown
Unknown
Drinking Water
Receptor Survey
Downgradicnt
Active
919-846-7173
Vance Kennedy,
8412
Residence,
8412 Azalea Place,
Same as Owner
930
Unknown
Unknown
Drinking Water
Receptor Survey
Downgradient
Active
Azalea
8412 Azalea Place
Raleigh, NC, 27613,
919-847-4055
Richard & Danielle Lang,
Kenneth & Donna
8413
Residence,
9329 Tamarack Drive,
Hunsinger,
Azalea
8413 Azalea Place
Meadville, PA, 16335,
8413 Azalea Place,
960
Unknown
Unknown
Drinking Water
Receptor Survey
Downgradient
Actk c
Unlisted
Raleigh, NC, 27613,
919-8474159
Annie B. Johnson
8416
Azalea
Residence,
8416 Azalea Place
8416 Azalea Place,
Raleigh, NC, 27613,
Same as Owner
I I-10
Unknown
Unknown
Drinking Water
Receptor Survey
Downgradient
Active
919-847-5675
Farlow & Metcalf LLC,
2949
Unknown,
7420 Matherly Drive,
Unknown
1000
Unknown
Unknown
Drinking Water
ENSR Receptor
Upgradient
Active
Brennan
2949 Brennan Drive
Wake Forest, NC, 27587,
Survey
919-556-9677
el is were at I reportedly cased to bedrOCK surface and ten dri I IMinto the bedrock until the tust zone capa e ot producing sufficient water flow was encountere . the well at2949 Brennan Drive was
oreviously addressed as 8217 Creedmoor,
Page 73 of 127

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Table 12 1 : A-I,tical Data for Natural \Ilenuation Parameters (I/ser Specified Parameters) _ _
US( \ ID No.: 920(O1
�
A
C
�
Uni s
3/112005
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/62006
NA
NA
NA
NA
NA
NA
NA
NA
NA
7/14/2009
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/7/2009
NA
NA
INA
NA
NA
NA
NA
NA
NA
NA
2/4/2010
NA
NA
NA
NA
NA
NA
NA
NA
NA
4/2112010
NA
NA
NA
NA
NA
NA
NA
NA
NA
7/13/2010
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/20/2010
NA
NA
I NA
NA
NA
NA
NA
NA
NA
NA
426/2011
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
7272011
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
11/12011
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
112512012
NA
NA
0.0171
<0,01
<0,05
NA
NA
NA
NA
NA
MW-IOA
7202012
�O.01
0.0121
0.245
<0.01
<0.05
ND
ND
0.07
ND
ND
12/32012
�.002
0.0191
0.016J
<0.01
<0.05
0.8
ND
ND
ND
ND
2272013
1 0.0436
1 0.0645
0.014J
0.324
<0.05
0.14
ND
ND
ND
ND
5292013
0.00195J
(10245
0.012J
<0.01
<0.05
0.2
ND
ND
ND
ND
9/122013
NA
0.0243
0.032J
0.907
<0.05
NA
NA
NA
NA
NA
12/132013
0.0165
0.166
0.0081
<0.05
<0.05
0.14
ND
ND
ND
ND
3262014
0.0031
0.022
<0.30
<O.010
<2.0
0.1
ND
ND
ND
ND
6/172014
0.0012
0.02
<0.30
NA
<2.0
0.75
ND
ND
ND
ND
9252014
0.0018J
0.029
<0.30
0.0045J
<2.0
NA
NA
ND
ND
ND
12/162014
.00133
0,0017
<0.30
0.0040J
<2.0
ND
ND
ND
ND
ND
3/182015
OD097
r 0.031
0.15J
0.00471
<2 n
ND
ND
ND
ND
ND
6/182015
0.0012J
0.017
<030
0,0025J
� 211
NID
ND
ND
ND
ND
211
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
MW IOB A
2162006
NA
NA
NA
NA
NA
NA
NA
NA
I NA
NA
Page 115 of 127

ITa6k 12(11! Analvtieal Data for Natural Attenuation Param t- (I laer q.-MM Paramrt-1 �11 1y I" TM
o
R
o
&
Units
3/11/2005
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
11/11/2008
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/4/2009
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
422009
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
711412009
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
lo/7/2009
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/42OLO
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
42I2010
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
7/142010
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10202010
NA
NA
NA
NA
NA
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Former Pro Cleaners
Permit No. WQ0035324
APPENDIX D
LABORATORY ANALYTICAL REPORTS
August 10, 2015
Page 6

Ocon-tcsto
ANALYTICAL LABORATORY
39 Spruce Street' East Longmeadow, MA 01028' FAX [phone]' TEL. [phone]
June 23, 2015
Justin Ballard
Cardno ATC Associates - Raleigh NC
2725 East Millbrook Road, Ste 121
Raleigh, NC 27604
Project Location: Pro Cleaners
Client Job Number:
Project Number: [none]
Laboratory Work Order Number: 15FO751
Enclosed are results of analyses for samples received by the laboratory on June 16, 2015. If you have any questions concerning
this report, please feel free to contact me.
Sincerely,
Lisa A. Worthington
Project Manager
Table of C ontctits
Page 1 of 50

Table of Contents
Sample Summary
Case Narrative
Sample Results
15F0751-01
15F0751-02
15F0751-03
15F0751-04
15F0751-05
15F0751-06
15F0751-07
15F0751-08
15F0751-09
Sample Preparation Information
QC Data
Volatile Organic Compounds by GUMS
B 124590
Miscellaneous Organic Analyses
B 124549
Metals Analyses (Total)
B 124627
Metals Analyses (Dissolved)
B 124344
Conventional Chemistry Parameters by EPA/APHA/SW-846 Methods (Total)
B 124259
B 124369
B 124383
4
5
6
6
8
10
12
14
16
18
24
30
32
34
34
34
38
38
39
39
40
40
41
41
41
41
Page 2 of 50

Table of Contents (continued)
B 124441
B124521
B 124620
Flag/Qualifier Summary
Certifications
Chain of Custody/Sample Receipt
41
42
42
43
44
47
Page 3 of 50

con-toto
ANALYTICAL LABORATORY
39 Spruce Street' East Longmeadow, MA 01028' FAX [phone]' TEL. [phone]
Cardno ATC Associates - Raleigh NC
2725 East Millbrook Road, Ste 121 REPORT DATE: 6/23/2015
Raleigh, INC 27604 PURCHASE ORDER NUMBER:
ATTN: Justin Ballard
PROJECT NUMBER: [none]
ANALYTICAL SUMMARY
WORK ORDER NUMBER: 15FO751
The results of analyses performed on the following samples submitted to the CON -TEST Analytical Laboratory are found in this report.
PROJECT LOCATION: Pro Cleaners
FIELD SAMPLE # LAB ID: MATRIX SAMPLE DESCRIPTION TEST SUB LAB
8401 Camellia
15FO751-01
Water
SW-846 8260B
8404 Camellia
15F0751-02
Water
SW-846 8260B
8405 Camellia
15F0751-03
Water
SW-846 8260B
8408 Camellia
15FO751-04
Water
SW-846 8260B
8404Azalea
15FO751-05
Water
SW-8468260B
8405 Azalea
15F0751-06
Water
SW-846 8260B
MW-24S
15F0751-07
Ground Water
3810-RSK175
ASTM D516-90, 02
SM 21-22 4500 NO2 B
SM 21-22 4500 NO3 F
SM 5310C
SM 19-22 4500 NH3 C
SM21-22 450OS-F
SW-846 6020A
SW-846 8260B
MW-24D
15FO751-08
Ground Water
3810-RSK175
ASTM D516-90, 02
SM 21-22 4500 NO2 B
SM 21-22 4500 NO3 F
SM 5310C
SM19-22 4500 NH3 C
SM21-22 450OS-F
S W-846 6020A
S W-846 8260B
8409 Camellia
15FO751-09
Water
SW-846 8260B
Page 4 of 50

ion-te tO
ANALYTICAL LABORATORY
39 Spruce Street ` East Longmeadow, MA 01028' FAX [phone]' TEL. [phone]
CASE NARRATIVE SUMMARY
All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report.
For method 6020, 2x dilutions performed due to standard operating procedures.
SM 5310C
Qualifications:
MS-11
Matrix spike recovery outside of control limits. Possibility of sample matrix effects that lead to a high bias for reported result or
non -homogeneous sample aliquots cannot be eliminated.
Analyte & Samples(s) Qualified:
Total Organic Carbon
15F0751-07[MW-24S],B124383-MSI
SW-846 8260B
Qualifications:
L-02
Laboratory fortified blank/laboratory control sample recovery and duplicate recoveries outside of control limits. Data validation is not
affected since all results are "not detected" for associated samples in this batch and bias is on the high side.
Analyte & Samples(s) Qualified:
Acetone
B124590-BS1,B124590-BSD1
V-05
Continuing calibration did not meet method specifications and was biased on the low side for this compound. Increased uncertainty is
associated with the reported value which is likely to be biased on the low side.
Analyte & Samples(s) Qualified:
2,2-Dichloropropane
15F0751-01[8401 Camellia], 15F0751-02[8404 Camellia], 15F0751-03[8405 Camellia], 15F0751-04[8408 Camellia], 15F0751-05[8404 Azalea], 15F0751-06[8405 Azalea],
15F0751-07[MW-24S], 15F0751-08[MW-24D], 15F0751-09[8409 Camellia], B124590-BLKI, B124590-BSI, B124590-BSDI
The results of analyses reported only relate to samples submitted to the Con -Test Analytical Laboratory for testing.
I certify that the analyses listed above, unless specifically listed as subcontracted, if any, were performed under my direction according to the approved methodologies listed
in this document, and that based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the
best of my knowledge and belief, accurate and complete.
Daren J. Damboragian
Laboratory Manager
Page 5 of 50

acon-atesto
ANALYTICAL LABORATORY
Table of Contents
39 Spruce Street' East Longmeadow, MA 01028' FAX [phone]' TEL. [phone]
Project Location: Pro Cleaners Sample Description: Work Order: 15F0751
Date Received: 6/16/2015
Field Sample #: 9401 Camellia Sampled: 6/15/2015 11:30
Sample ID: 15FO751-01
Sample Matrix: Water
Volatile Organic Compounds by CC/MS
Date
Date/Time
Analyte
Results
RL
DL
Units
Dilution Flag/Qual
Method
Prepared
Analyzed
Analyst
Acetone
ND
0.050
0.0047
mg/L
1
SW-8468260B
6/22/15
6/23/15 2:41
LBD
Benzene
ND
0.0010
0.000079
mg/L
1
SW-8468260B
6/22/15
6/23/15 2:41
LBD
Bromobenzene
ND
0.0010
0.000044
mg/L
1
SW-846 8260B
6/22/15
6/23/15 2:41
LBD
Bromochloromethane
ND
0.0010
0.00022
mg/L
1
SW-846 8260B
6/22/15
6/23/15 2:41
LBD
Bromodichloromethane
ND
0.00050
0.000088
mg/L
1
SW-846 8260B
6/22/15
6/23/15 2:41
LBD
Bromoform
ND
0.0010
0.00021
mg/L
1
SW-846 8260B
6/22/15
6/23115 2:41
LBD
Bromomethane
ND
0.0020
0.00094
mg/L
1
SW-8468260B
6/22/15
6/23/15 2:41
LBD
2-Butanone (MEK)
ND
0.020
0.0024
mg/L
1
SW-846 8260B
6/22/15
6/23/15 2:41
LBD
n-Butylbenzene
ND
0.0010
0.000054
mg/L
1
SW-846 8260B
6/22/15
6/23/15 2:41
LED
sec-Butylbenzene
ND
0.0010
0.000084
mg/L
1
SW-8468260B
6/22/15
6/23/15 2:41
LBD
tert-Butylbenzene
ND
0.0010
0.000096
mg/L
1
SW-8468260B
6/22/15
6/23/15 2:41
LBD
Carbon Disulfide
ND
0.0040
0.0010
mg/L
1
SW-846 8260B
6/22/15
6/23/15 2:41
LBD
Carbon Tetrachloride
ND
0.0050
0.00010
mg/L
1
SW-8468260B
6/22/15
6/23/15 2:41
LBD
Chlorobenzene
ND
0.0010
0.00012
mg/L
1
SW-8468260E
622/15
6/23/15 2:41
LBD
Chlorodibromomethane
ND
0.00050
0.000054
mg/L
1
SW-846 8260B
622/15
623/15 2:41
LBD
Chloroethane
ND
0.0020
0.00016
mg/L
1
SW-846 8260B
6/22115
6/23/15 2:41
LBD
Chloroform
ND
0.0020
0.00014
mg/L
1
SW-8468260B
6/22/15
6/23/15 2:41
LBD
Chloromethane
ND
0.0020
0.00032
mg/L
1
SW-9468260B
622/15
623/15 2:41
LBD
2-Chlorotoluene
ND
0.0010
0.000070
mg/L
1
SW-8468260B
622/15
623/15 2:41
LBD
4-Chlorotoluene
ND
0.0010
0.000074
mg/L
1
SW-8468260B
6/22/15
623/15 2:41
LBD
1,2-Dibromoethane (EDB)
ND
0.00050
0.000089
mg/L
1
SW-846 8260B
6/22/15
623/15 2:41
LBD
1,2-Dichlorobenzene
ND
0.0010
0.000076
mg/L
I
SW-8468260B
6/22/15
623/15 2:41
LBD
1,3-Dichlorobenzene
ND
0.0010
0.000079
mg/L
1
SW-846 8260B
6/22/15
623/15 2:41
LBD
1,4-Dichlorobenzene
ND
0.0010
0.000046
mg/L
I
SW-8468260B
6/22/15
6/23/15 2:41
LBD
Dichlorodifluoromethane (Freon 12)
ND
0.0020
0.00012
mg/L
I
SW-846 8260B
622/15
623/15 2:41
LBD
1,1-Dichloroethane
ND
0.0010
0.00016
mg/L
1
SW-8468260B
622/15
623/15 2:41
LBD
1,2-Dichloroethane
ND
0.0010
0.00019
mg/L
I
SW-846 8260B
622/15
623/15 2:41
LBD
1,1-Dichloroethylene
ND
0.0010
0.00021
mg/L
1
SW-8468260B
622115
6/23/15 2:41
LBD
cis-1,2-Dichloroethylene
ND
0.0010
0.00015
mg/L
1
SW-8468260B
622/15
623/15 2:41
LBD
trans-1,2-Dichloroethylene
ND
0.0010
0.00015
mg/L
1
SW-846 8260B
622J15
623/15 2:41
LBD
1,2-Dichloropropane
ND
0.0010
0.00011
mg/L
1
SW-846 8260B
622/15
623/15 2:41
LBD
1,3-Dichloropropane
ND
0.00050
0.000099
mg/L
1
SW-846 8260B
622/15
623/15 2:41
LBD
2,2-Dichloropropane
ND
0.0010
0.000072
mg/L
1 V-05
SW-846 8260B
622/15
623/15 2:41
LBD
1,1-Dichloropropene
ND
0.0020
0.00013
mg/L
I
SW-846 8260B
6/22/15
623/15 2:41
LBD
cis-1,3-Dichloropropene
ND
0.00050
0.000062
mg/L
1
SW-8468260B
622/15
623/15 2:41
LBD
hens-1,3-Dichloropropene
ND
0.00050
0.000056
mg/L
I
SW-846 8260B
622/15
623/15 2:41
LBD
Diisopropyl Ether (RIPE)
ND
0.00050
0.00018
mg/L
1
SW-846 8260E
622/15
623/15 2:41
LBD
Ethylbenzene
ND
0.0010
0.000092
mg/L
1
SW-8468260B
622/15
623/15 2:41
LBD
2-Hexanone (MBK)
ND
0.010
0.0015
mg/L
1
SW-846 8260B
622/15
623/15 2:41
LBD
Isopropylbenzene (Cumene)
ND
0.0010
0.00011
mg/L
1
SW-846 8260B
622/15
623/15 2:41
LBD
p-Isopropyltoluene (p-Cymene)
ND
0.0010
0.00012
mg/L
1
SW-846 8260B
622/15
623/15 2:41
LBD
Methyl tert-Butyl Ether (MTBE)
ND
0.0010
0.00W90
mg/L
1
SW-846 8260B
622/15
623/15 2:41
LBD
Methylene Chloride
ND
0.0050
0.0032
mg/L
1
SW-846 8260B
622/15
623/15 2:41
LBD
4-Methyl-2-pentanone(MIBK)
ND
0.010
0.0015
mg/L
1
SW-8468260B
6/22/15
623/15 2:41
LBD
Page 6 of 50

�1 I con-Usto
ANALYTICAL LABORATORY
39 Spruce Street' East Longmeadow, MA 01028' FAX [phone]' TEL. [phone]
Project Location: Pro Cleaners Sample Description: Work Order: 15F0751
Date Received: 6/1612015
Field Sample M: 8401 Camellia Sampled: 6/15/2015 11:30
Sample ID: 15FO751-01
Sample Matrix: Water
Volatile Organic Compounds by GC/MS
Date
Date/rime
Analyte
Results
RL
DL
Units
Dilution Flag/Qual
Method
Prepared
Analyzed
Analyst
Naphthalene
ND
0.0050
0.00012
mg/L
1
SW-846 8260B
6/22/15
6/23/15 2:41
LBD
n-Propylbenzene
ND
0.0010
0.000094
mg/L
I
SW-846 8260B
6/22/15
6/23/15 2:41
LBD
Styrene
NO
0.0010
0.00012
mg/L
1
SW-8468260B
6/22/15
6/23/15 2:41
LBD
1,1,2,2-Tetmchloroethane
ND
0.00050
0.00012
mg/L
I
SW-8468260B
6/22/15
6/23/15 2:41
LBD
Tetrachloroethylene
ND
0.00050
0.000080
mg/L
1
SW-8468260B
6/22/15
6/23/15 2:41
LBD
Toluene
ND
0.0010
0.000090
mg/L
1
SW-8468260B
6/22/15
6/23/15 2:41
LBD
1,2,3-Trichlorobenzene
ND
0.0050
0.00014
mg/L
I
SW-846 8260B
6/22/15
6/23/15 2:41
LBD
1,2,4-Trichlorobenzene
ND
0.0020
0.00012
mg/L
1
SW-8468260B
6/22/15
6/23/15 2:41
LBD
1,1,1-Trichloroethane
ND
0.0010
0.000094
mg/L
I
SW-8468260B
6/22/15
6/23/15 2:41
LBD
1,1,2-Trichloroethane
ND
0.0010
0.00012
mg/L
I
SW-8468260B
6/22/15
6/23/15 2:41
LBD
Trichloroethylene
ND
0.0010
0.000077
mg/L
1
SW-8468260B
6/22/15
6/23/15 2:41
LBD
Trichlorofluoromethane(Freon 11)
ND
0,0020
0.00015
mg/1,
1
SW-8468260B
6/22/15
6/23/15 2:41
LBD
1,2,3-Trichloropropane
ND
0.0020
0.00012
mg/L
I
SW-8468260B
6/22/15
6/23/15 2:41
LBD
1,2,4-Trimethylbenzene
ND
0.0010
0.00018
mg/L
1
SW-8468260B
6/22/15
6/23/15 2:41
LBD
1,3,5-Trimethylbenzene
ND
0.0010
0.00010
mg/L
1
SW-8468260B
622/15
6/23/15 2:41
LBD
Vmyl Acetate
ND
0.020
0.0013
mg/L
1
SW-8468260B
622/15
623/15 2:41
LBD
Vinyl Chloride
ND
0.0020
0.00013
mg/L
1
SW-846 8260B
622/15
623/15 2:41
LBD
m+p Xylene
ND
0.0020
0.00018
mg/L
1
SW-846 8260B
622/15
623/15 2:41
LBD
o-Xylene
ND
0.0010
0.00011
mg/L
1
SW-846 8260B
622/15
6/23/15 2:41
LBD
Surrogates
% Recovery
Recovery Limits
Flag/Qua]
I,2-Dichloroethane-d4
106
70-130
623/15 2:41
Toluene-d8
101
70-130
6/23/15 2:41
4-Bromofluorobenzene
95.8
70-130
6/23/15 2:41
Page 7 of 50

I con -test®
ANALYTICAL LABORATORY
39 Spruce Street' East Longmeadow, MA 01028' FAX [phone]' TEL. [phone]
Project Location: Pro Cleaners Sample Description: Work Order: 15FO751
Date Received: 6/16/2015
Field Sample #: 8404 Camellia Sampled: 6/15/2015 12:35
Sample ID: 15F0751-02
Sample Matrix: Water
Volatile Organic Compounds by GC/MS
Date
Date/Time
Analyte
Results
RL
DL
Units
Dilution
Flag/Qua]
Method
Prepared
Analyzed
Analyst
Acetone
ND
0.050
0.0047
mg/L
1
SW-846 8260B
6/22/15
623/15 3:13
LBD
Benzene
ND
0.0010
0.000079
mg/L
1
SW-846 8260B
6/22/15
623/15 3:13
LBD
Bromobenzene
ND
0.0010
0.000044
mg/L
1
SW-846 8260B
6/22/15
623/15 3:13
LBD
Bromochloromethane
ND
0.0010
0.00022
mg/L
1
SW-846 8260B
6/22/15
623/15 3:13
LBD
Bromodichloromethane
ND
0.00050
0.000088
mg/L
1
SW-8468260B
6/22/15
623/15 3:13
LBD
Bromoform
ND
0.0010
0.00021
mg/L
I
SW-8468260B
6/22/15
6/23/15 3:13
LBD
Bromomethane
ND
0.0020
0.00094
mg/L
1
SW-8468260B
622/15
623/15 3:13
LBD
2-Butanone(MEK)
ND
0.020
0.0024
mg/L
1
SW-8468260B
6/22/15
623/15 3:13
LBD
n-Butylbenzene
ND
0.0010
0.000054
mg/L
I
SW-8468260B
622/15
6/23/15 3:13
LBD
sec-Butylbenzene
ND
0.0010
0.000084
mg/L
I
SW-8468260B
622/15
6/23/15 3:13
LBD
tert-Butylbenzene
ND
0.0010
0.000096
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:13
LBD
Carbon Disulfide
ND
0.0040
0.0010
mg/L
1
SW-8468260B
622/15
623/15 3:13
LBD
Carbon Tetrachloride
ND
0.0050
0.00010
mg/L
1
SW-8468260B
622/15
623/15 3:13
LBD
Chlorobenzene
ND
0.0010
0.00012
mg/L
1
SW-8468260B
622/15
623/15 3:13
LBD
Chlorodibromomethane
ND
0.00050
0.000054
mg/L
1
SW-8468260B
622/15
623/15 3:13
LBD
Chloroethane
ND
0.0020
0.00016
mg/L
1
SW-8468260B
622/15
6/23/15 3:13
LBD
Chloroform
0.00026
0.0020
0.00014
mg/L
I
J
SW-8468260B
6/22/15
6/23/15 3:13
LBD
Chloromethane
ND
0.0020
0.00032
mg/L
I
SW-8468260B
622/15
623/15 3:13
LBD
2-Chlorotoluene
ND
0.0010
0.000070
mg/L
1
SW-8468260B
6/22/15
623/15 3:13
LBD
4-Chlorotoluene
ND
0.0010
0.000074
mg/L
1
SW-8468260B
6/22/15
623/15 3:13
LBD
1,2-Dibromoethane (EDB)
ND
0.00050
0.000089
mg/L
1
SW-846 8260B
622/15
623/15 3:13
LBD
1,2-Dichlorobenzene
ND
0.0010
0.000076
mg/L
1
SW-8468260B
6/22/15
623/15 3:13
LBD
1,3-Dichlorobenzene
ND
0.0010
0.000079
mg/L
1
SW-846 8260B
622/15
623/15 3:13
LBD
1,4-Dichlorobenzene
ND
0.0010
0.000046
mg/L
1
SW-8468260B
622/15
623/15 3:13
LBD
Dichlorodifluoromethane(Freon 12)
ND
0.0020
0.00012
mg/L
1
SW-8468260B
622/15
623/15 3:13
LBD
1,1-Dichloroethane
ND
0.0010
0.00016
mg/L
1
SW-8468260B
622/15
623/15 3:13
LBD
1,2-Dichloroethane
ND
0.0010
0.00019
mg/L
1
SW-8468260B
622/15
623/15 3:13
LBD
I,I-Dichloroethylene
ND
0.0010
0.00021
mg/L
I
SW-8468260B
622/15
623/15 3:13
LBD
cis-1,2-Dichloroethylene
0.0080
0.0010
0.00015
mg/L
1
SW-8468260B
622/15
623/15 3:13
LBD
trans-1,2-Dichloroethylene
0.00031
0.0010
0.00015
mg/L
1
J
SW-8468260B
6/22/15
623/15 3:13
LBD
1,2-Dichloropropane
ND
0.0010
0.00011
mg/L
1
SW-8468260B
622/15
623/15 3:13
LBD
1,3-Dichloropropane
ND
0.00050
0.000099
mg/L
1
SW-8468260B
6/22/15
623/15 3:13
LBD
2,2-Dichloropropane
ND
0.0010
0.000072
mg/L
1
V-05
SW-8468260B
6/22/15
623/15 3:13
LBD
1,1-Dichloropropene
ND
0.0020
0.00013
mg/L
1
SW-8468260B
622/15
623/15 3:13
LBD
cis-1,3-Dichloropropene
ND
0.00050
0.000062
mg/L
I
SW-8468260B
622/15
623/15 3:13
LED
trans-1,3-Dichloropropene
ND
0.00050
0.00W56
mg/L
I
SW-8468260B
622/15
623/15 3:13
LBD
Diisopropyl Ether (RIPE)
ND
0.00050
0.00018
mg/L
I
SW-846 8260B
622/15
623/15 3:13
LBD
Ethylbenzene
ND
0.0010
0.000092
mg/L
1
SW-846 8260B
622/15
623/15 3:13
LBD
2-Hexanone (MBK)
ND
0.010
0.0015
mg/L
I
SW-846 8260B
6/22/15
623/15 3:13
LBD
Isopropylbenzene (Cumene)
ND
0.0010
0.00011
mg/L
1
SW-846 8260B
622/15
623/15 3:13
LBD
p-Isopropyltoluene (p-Cymene)
ND
0.0010
0.00012
mg/L
1
SW-846 8260B
622/15
6/23/15 3:13
LBD
Methyl tert-Butyl Ether (MTBE)
ND
0.0010
0.000090
mg/L
1
SW-846 8260B
622/15
623/15 3:13
LBD
Methylene Chloride
ND
0.0050
0.0032
mg/L
1
SW-846 8260B
622/15
623/15 3:13
LBD
4-Methyl-2-pentanone (MIBK)
ND
0.010
0.0015
mg/L
1
SW-846 8260B
622/15
623/15 3:13
LBD
Page 8 of 50

III on -at` t©
ANALYTICAL LABORATORY
39 Spruce Street' East Longmeadow, MA 01028' FAX [phone]' TEL. [phone]
Project Location: Pro Cleaners Sample Description: Work Order: 15F0751
Date Received: 6/16/2015
Field Sample N: 8404 Camellia Sampled: 6/15/2015 12:35
Sample ID: 15F0751-02
Sample Matrix: Water
Volatile Organic Compounds by GC/MS
Date
Date/Time
Analyte
Results
RL
DL
Units
Dilution Flag/Qual
Method
Prepared
Analyzed
Analyst
Naphthalene
ND
0.0050
0.00012
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:13
LBD
n-Propylbenzene
ND
0.0010
0.000094
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:13
LBD
Styrene
ND
0.0010
0.00012
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:13
LBD
1,1,2,2-Tetmchloroethane
ND
0.00050
0.00012
mg/L
I
SW-8468260B
6/22/15
6/23/15 3:13
LBD
Tetr-achloroethylene
ND
0.00050
0.000080
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:13
LBD
Toluene
ND
0.0010
0.000090
mg/L
1
SW-846 8260B
6/22/15
6/23/15 3:13
LBD
1,2,3-Trichlorobenzene
ND
0.0050
0.00014
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:13
LBD
1,2,4-Trichlorobenzene
ND
0.0020
0.00012
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:13
LBD
1, 1, 1 -Trichloroethane
ND
0.0010
0.000094
mg/L
I
SW-8468260B
6/22/15
6/23/15 3:13
LBD
1,1,2-Trichloroethane
ND
0.0010
0.00012
mg/L
l
SW-8468260B
6/22/15
6/23/15 3:13
LBD
Trichlomethylene
0.0023
0.0010
0.000077
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:13
LBD
Trichlomfluoromethane (Freon 11)
ND
0.0020
0.00015
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:13
LBD
1,2,3-Trichloropropane
ND
0.0020
0.00012
mg/L
I
SW-8468260B
6/22/15
6/23/15 3:13
LBD
1,2,4-Trimethylbenzene
ND
0.0010
0.00018
mg/L
I
SW-8468260B
6/22/15
6/23/15 3:13
LBD
1,3,5-Trimethylbenzene
ND
0.0010
0.00010
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:13
LBD
Vinyl Acetate
ND
0.020
0.0013
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:13
LBD
Vinyl Chloride
ND
0.0020
0.00013
mg/L
t
SW-8468260B
6/22/15
6/23/15 3:13
LBD
m+pXylene
ND
0.0020
0.00018
mg/L
I
SW-8468260B
6/22/15
6/23/15 3:13
LBD
o-Xylene
ND
0.0010
0.00011
mg/L
I
SW-846 8260B
6/22/15
6/23/15 3:13
LBD
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 103 70-I30 6/23/15 3:13
Toluene-d8 101 70-130 6/23/15 3:13
4-Bromofluorobenzene 95.1 70-130 6/23/15 3:13
Page 9 of 50

con-atesto
ANALYTICAL LABORATORY
39 Spruce Street' East Longmeadow, MA 01028' FAX [phone]' TEL. [phone]
Project Location: Pro Cleaners Sample Description: Work Order: 15FO751
Date Received: 6/16/2015
Field Sample #: 8405 Camellia Sampled: 6/15/2015 11:50
Sample ID: 15F0751-03
Sample Matrix: Water
Volatile Organic Compounds by GC/MS
Analyte
Results
RL
DL
Units
Dilution
Flag/Qual
Method
Date
Prepared
Date/Time
Analyzed
Analyst
Acetone
ND
0.050
0.0047
mg/L
l
SW-846 8260B
6/22/15
6/23/15 3:45
LBD
Benzene
ND
0.0010
0.000079
mg/L
1
SW-846 8260B
6/22/15
6/23/15 3:45
LBD
Bromobenzene
ND
0.0010
0.000044
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:45
LBD
Bromochloromethane
ND
0.0010
0.00022
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:45
LBD
Bromodichloromethane
ND
0.00050
0.000088
mg/L
1
SW-846 8260B
6/22/15
6/23/15 3:45
LBD
Bromofonn
ND
0.0010
0.00021
mg/L
I
SW-8468260B
6/22/15
6/23/15 3:45
LBD
Bromomethane
ND
0.0020
0.00094
mg/L
I
SW-8468260B
622/15
6/23/15 3:45
LBD
2-Butanone (MEK)
ND
0.020
0.0024
mg/L
1
SW-846 8260B
622/15
623/15 3:45
LBD
n-Butylbenzene
ND
0.0010
0.000054
mg/L
1
SW-8468260B
622/15
623/15 3:45
LBD
sec-Butylbenzene
ND
0.0010
0.000084
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:45
LBD
tert-Butylbenzene
ND
0.0010
0.000096
mg/L
1
SW-8468260B
622/15
623/15 3:45
LBD
Carbon Disulfide
ND
0.0040
0.0010
mg/L
1
SW-846 8260B
622/15
623/15 3:45
LBD
Carbon Tetrachloride
ND
0.0050
0.00010
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:45
LBD
Chlorobenzene
ND
0.0010
0.00012
mg/L
1
SW-846 8260B
6/22/15
623/15 3:45
LBD
Chlorodibromomethane
0.00026
0.00050
0.000054
mg/L
1
J
SW-8468260B
622/15
623/15 3:45
LBD
Chloroethane
ND
0.0020
0.00016
mg/L
1
SW-8468260B
622/15
623/15 3:45
LBD
Chloroform
0.00049
0.0020
0.00014
mg/L
1
J
SW-8468260B
622/15
6/23/15 3:45
LBD
Chloromethane
ND
0.0020
0.00032
mg/L
1
SW-8468260B
622/15
6/23/15 3:45
LBD
2-Chlorotoluene
ND
0.0010
0,000070
mg/L
1
SW-8468260B
622/15
6/23/15 3:45
LBD
4-Chlorotoluene
ND
0.0010
0.000074
mg/L
1
SW-846 8260B
622/15
6/23/15 3:45
LBD
1,2-Dibromoethane(EDB)
ND
0.00050
0.000089
mg/L
1
SW-8468260B
622/15
6/23/15 3:45
LBD
1,2-Dichlorobenzene
ND
0.0010
0.000076
mg/L
1
SW-8468260B
622/15
623/15 3:45
LBD
1,3-Dichlorobenzene
ND
0.0010
0.000079
mg/L
1
SW-846 8260B
622/15
623/15 3:45
LBD
1,4-Dichlorobenzene
ND
0.0010
0.000046
mg/L
1
SW-846 8260B
622/15
623/15 3:45
LBD
Dichlorodifluoromethane (Freon 12)
ND
0.0020
0.00012
mg/L
1
SW-846 8260B
6/22/15
623/15 3:45
LBD
1,1-Dichloroethane
ND
0.0010
0.00016
mg/L
1
SW-8468260E
6/22/15
623/15 3:45
LBD
1,2-Dichloroethane
ND
0.0010
0.00019
mg/L
1
SW-8468260B
622/15
623/15 3:45
LBD
1,1-Dichloroethylene
ND
0.0010
0.00021
mg/L
1
SW-846 8260B
622/15
623/15 3:45
LBD
cis-1,2-Dichloroethylene
0.00033
0.0010
0.00015
mg/L
1
J
SW-846 8260B
622/15
623/15 3:45
LBD
trans-1,2-Dichloroethylene
ND
0.0010
0.00015
mg/L
1
SW-8468260B
6/22/15
623/15 3:45
LBD
1,2-Dichloropropane
ND
0.0010
0.00011
mg/L
1
SW-8468260E
622/15
623/15 3:45
LBD
1,3-Dichloropropane
ND
0.00050
0.000099
mg/L
I
SW-8468260B
622/15
623/15 3:45
LBD
2,2-Dichloropropane
ND
0.0010
0.000072
mg/L
I
V-05
SW-9468260B
622/15
623/15 3:45
LBD
1,1-Dichloropropene
ND
0.0020
0.00013
mg/L
1
SW-8468260E
622/15
623/15 3:45
LBD
cis-1,3-Dichloropropene
ND
0.00050
0.000062
mg/L
I
SW-8468260E
622/15
623/15 3:45
LBD
trans-1,3-Dichloropropene
ND
0.00050
0.000056
mg/L
1
SW-8468260B
622/15
623/15 3:45
LBD
Diisopropyl Ether (DIPE)
ND
0.00050
0.00018
mg/L
1
SW-846 8260B
622/15
623/15 3:45
LBD
Euylbenzene
ND
0.0010
0.000092
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:45
LBD
2-Hexanone (MBK)
ND
0.010
0.0015
mg/L
1
SW-846 8260B
622/15
623/15 3:45
LBD
Isopropylbenzene(Cumene)
ND
0.0010
0.00011
mg/L
1
SW-8468260B
622/15
623/15 3:45
LBD
p-Isopropyltoluene (p-Cymene)
ND
0.0010
0.00012
mg/L
1
SW-846 8260B
622/15
623/15 3:45
LBD
Methyl tert-Butyl Ether (MTBE)
ND
0.0010
0.000090
mg/L
1
SW-846 8260B
622/15
623/15 3:45
LBD
Methylene Chloride
ND
0.0050
0.0032
mg/L
1
SW-8468260B
622/15
623/15 3:45
-LBD
4-Methyl-2-pentanone(MIBK)
ND
0.010
0.0015
mg/L
1
SW-8468260B
622/15
6/23/15 3:45
LBD
Page 10 & 50

core -test°
ANALYTICAL LABORATORY
39 Spruce Street' East Longmeadow, MA01028' FAX [phone]' TEL. [phone]
Project Location: Pro Cleaners Sample Description: Work Order: 15FO751
Date Received: 6/16/2015
Field Sample N: 8405 Camellia Sampled: 6/15/2015 11:50
Sample ID: 15FO751-03
Sample Matrix: Water
Volatile Organic Compounds by GC/MS
Date
Date/Time
Analyte
Results
RL
DL
Units
Dilution Flag/Qual
Method
Prepared
Analyzed
Analyst
Naphthalene
ND
0.0050
0.00012
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:45
LBD
n-Propylbenzene
ND
0.0010
0.000094
mg/L
1
SW-846 8260B
6/22/15
6/23/15 3:45
LBD
Styrene
NO
0.0010
0.00012
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:45
LBD
1,1,2,2-Tetrachloroethane
ND
0.00050
0.00012
mg/L
1
SW-846 8260B
6/22/15
6/23/15 3:45
LBD
Tetrachloroethylene
ND
0.00050
0.000080
mg/L
1
SW-846 8260B
6/22/15
6/23/15 3:45
LBD
Toluene
ND
0.0010
0.000090
mg/L
1
SW-846 8260B
6/22/15
6/23/15 3:45
LBD
1,2,3-Trichlorobenzene
ND
0.0050
0.00014
mg/L
1
SW-846 8260B
6/22/15
6/23/15 3:45
LBD
1,2,4-Trichlorobenzene
ND
0.0020
0.00012
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:45
LBD
1, 1, 1 -Trichloroethane
ND
0.0010
0.000094
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:45
LBD
1,1,2-Trichloroethane
ND
0.0010
0.00012
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:45
LBD
Trichloroethylene
ND
0.0010
0.000077
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:45
LBD
Trichlorofluoromethane (Freon 11)
ND
0.0020
0.00015
mg/L
1
SW-846 8260B
6/22/15
6/23/15 3:45
LBD
1,2,3-Trichloropropane
ND
0.0020
0.00012
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:45
LBD
1,2,4-Trimethylbenzene
ND
0.0010
0.00018
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:45
LBD
1,3,5-Trimethylbenzene
ND
0.0010
0.00010
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:45
LBD
Vinyl Acetate
ND
0.020
0.0013
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:45
LBD
Vinyl Chloride
ND
0.0020
0.00013
mg/L
1
SW-8468260B
6/22/15
6/23/15 3:45
LBD
m+p Xylene
ND
0.0020
0.00018
mg/L
1
SW-846 8260B
6/22/15
6/23/15 3:45
LBD
o-Xylene
ND
0.0010
0.00011
mg/L
I
SW-8468260B
6/22/15
6/23/15 3:45
LBD
Surrogates % Recovery Recovery Limits Flag/Qua]
1,2-Dichloroethane-d4 105 70-130 6/23/15 3:45
Toluene-d8 99.7 70-130 6/23/15 3:45
4-Bromofluorobenzene 93.4 70-130 6/23/15 3:45
Page 11 of 50

40 con-Usto
ANALYTICAL LABORATORY
39 Spruce Street' East Longmeadow, MA 01028' FAX [phone]' TEL. [phone]
Project Location: Pro Cleaners Sample Description: Work Order: 15F0751
Date Received: 6/16/2015
Field Sample #: 8408 Camellia Sampled: 6/15/2015 12:20
Sample 1D: 15FO751-04
Sample Matrix: Water
Volatile Organic Compounds by GC/MS
Analyse
Results
RL
DL
Units
Dilution Flag/Qual
Method
Date
Prepared
Date/Time
Analyzed
Analyst
Acetone
ND
0.050
0.0047
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:17
LBD
Benzene
ND
0.0010
0.000079
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:17
LBD
Bromobenzene
ND
0.0010
0.000044
mg/L
1
SW-846 8260B
6/22/15
6/23/15 4:17
LBD
Bromochloromethane
ND
0.0010
0.00022
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:17
LBD
Bromodichloromethane
ND
0.00050
0.000088
mg/L
1
SW-846 8260B
6/22/15
6/23/15 4:17
LBD
Bromoform
ND
0.0010
0.00021
mg/L
1
SW-846 8260B
6/22/15
6/23/15 4:17
LBD
Bromomethane
ND
0.0020
0.00094
mg/L
1
SW-846 8260B
6/22/15
6/23/15 4:17
LBD
2-Butanone (MEK)
ND
0.020
0.0024
mg/L
1
SW-846 8260B
6/22115
6/23/15 4:17
LBD
n-Butylbenzene
ND
0.0010
0.000054
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:17
LBD
sec-Butylbenzene
ND
0.0010
0.000084
mg/L
1
SW-8468260B
622/15
6/23/15 4:17
LBD
tert-Butylbenzene
ND
0.0010
0.000096
mg/L
1
SW-846 8260B
6/22/15
6/23/15 4:17
LBD
Carbon Disulfide
ND
0.0040
0.0010
mg/L
1
SW-8468260B
622/15
623/15 4:17
LBD
Carbon Tetrachloride
ND
0.0050
0.00010
mg/L
1
SW-8468260E
622/15
623/15 4:17
LBD
Chlorobenzene
ND
0.0010
0.00012
mg/L
1
SW-8468260B
622/15
623/15 4:17
LBD
Chlorodibromomethane
ND
0.00050
0.000054
mg/L
1
SW-8468260B
6/22115
623/15 4:17
LBD
Chloroethane
ND
0.0020
0.00016
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:17
LBD
Chloroform
0.00038
0.0020
0.00014
mg/L
1 J
SW-8468260B
6/22/15
623/15 4:17
LBD
Chlommethane
ND
0.0020
0.00032
mg/L
1
SW-8468260B
6/22/15
623/15 4:17
LBD
2-Chlorotoluene
ND
0.0010
0.000070
mg/L
1
SW-8468260B
622/15
623/15 4:17
LBD
4-Chlorotoluene
ND
0.0010
0.000074
mg/L
I
SW-8468260B
622/15
623/15 4:17
LBD
1,2-Dibromoethane (EDB)
ND
0.00050
0.000089
mg/L
I
SW-846 8260B
622/15
623/15 4:17
LBD
1,2-Dichlorobenzene
ND
0.0010
0.000076
mg/L
1
SW-846 8260B
622/15
623/15 4:17
LBD
1,3-Dichlorobenzene
ND
0.0010
0.000079
mg/L
1
SW-8468260B
622/15
623/15 4:17
LBD
1,4-Dichlorobenzene
ND
0.0010
0.000046
mg/L
1
SW-8468260B
622/15
623/15 4:17
LBD
Dichlorodifluoromethane (Freon 12)
ND
0.0020
0.00012
mg/L
1
SW-846 8260B
6/22/15
623/15 4:17
LBD
l,l-Dichloroethane
ND
0.0010
0.00016
mg/L
I
SW-8468260E
622/15
623/15 4:17
LBD
1,2-Dichloroethane
ND
0.0010
0.00019
mg/L
1
SW-846 8260B
622/15
6/23/15 4:17
LBD
1,1-Dichloroethylene
ND
0.0010
0.00021
mg/L
1
SW-846 8260B
6/22/15
623/15 4:17
LBD
cis-1,2-Dichloroethylene
0.0032
0.0010
0.00015
mg/L
1
SW-846 8260E
6/22/15
623/15 4:17
LBD
trans-1,2-Dichloroethylene
ND
0.0010
0.00015
mg/L
I
SW-946 8260B
622115
623/15 4:17
LBD
1,2-Dichloropropene
ND
0.0010
0.00011
mg/L
1
SW-8468260B
622/15
623/15 4:17
LBD
1,3-Dichloropropene
ND
0.00050
0.000099
mg/L
1
SW-846 8260B
622/15
623/15 4:17
LBD
2,2-Dichloropropane
ND
0.0010
0.000072
mg/L
1 V-05
SW-8468260B
6/22/15
6/23/15 4:17
LBD
1, 1 -Dichloropropene
ND
0.0020
0.00013
mg/L
1
SW-8468260B
622/15
623/15 4:17
LBD
cis-1,3-Dichloropropene
ND
0.00050
0.000062
mg/L
1
SW-8468260B
622/15
623/15 4:17
LBD
trans-1,3-Dichloropropene
ND
0.00050
0.000056
mg/L
1
SW-846 8260B
622/15
623/15 4:17
LBD
Diisopropyl Ether (RIPE)
ND
0.00050
0.00018
mg/L
1
SW-846 8260B
622/15
623/15 4:17
LBD
Ethylbenzene
ND
0.0010
0.000092
mg/L
1
SW-8468260B
622/15
623/15 4:17
LBD
2-Hexanone(MBK)
ND
0.010
0.0015
mg/L
1
SW-8468260B
622/15
623/15 4:17
LBD
Isopropylbenzene(Cumene)
ND
0.0010
0.00011
mg/L
1
SW-8468260B
622/15
623/15 4:17
LBD
p-Isopropyltoluene(p-Ctymene)
ND
0.0010
0.00012
mg/L
1
SW-8468260B
622115
623/15 4:17
LBD
Methyl tert-Butyl Ether (MTBE)
ND
0.0010
0.000090
mg/L
1
SW-8468260B
622/15
623/15 4:17
LBD
Methylene Chloride
ND
0.0050
0.0032
mg/L
1
SW-8468260B
622/15
623/15 4:17
LBD
4-Methyl-2-pentanone(MIBK)
ND
0.010
0.0015
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:17
LBD
Page 12 of 50

Table of Contents
on-te to
ANALYTICAL LABORATORY
39 Spruce Street* East Longmeadow, MA 01028' FAX [phone] 'TEL. [phone]
Project Location: Pro Cleaners Sample Description: Work Order: 15F0751
Date Received: 6/16/2015
Field Sample #: 8408 Camellia Sampled: 6/15/2015 12:20
Sample ID: 15FO751-04
Sample Matrix: Water
Volatile Organic Compounds by GC/MS
Date
Date/Time
Analyse
Results
RL
DL
Units
Dilution Flag/Qua[
Method
Prepared
Analyzed
Analyst
Naphthalene
ND
0.0050
0.00012
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:17
LBD
n-Propylbenzene
ND
0.0010
0.000094
mg/L
1
SW-8468260B
6/22115
6/23/15 4:17
LBD
Styrene
ND
0.0010
0.00012
mg/L
l
SW-8468260B
6/22/15
6/23/15 4:17
LBD
1,1,2,2-Tetrachloroethane
ND
0.00050
0.00012
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:17
LBD
Tetrachloroethylene
ND
0.00050
0.000080
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:17
LBD
Toluene
ND
0.0010
0.000090
mg/L
1
SW-846 8260B
6/22/15
6/23/15 4:17
LBD
1,2,3-Trichlorobenzene
ND
0.0050
0.00014
mg/L
I
SW-8468260B
6/22/15
6/23/15 4:17
LBD
1,2,4-Trichlorobenzene
ND
0.0020
0.00012
mg/L
1
SW-846 8260B
6/22/15
6/23/15 4:17
LBD
1, 1, 1 -Trichloroethane
ND
0.0010
0.000094
mg/L
1
SW-846 8260B
6/22/15
6/23/15 4:17
LBD
1,1,2-Trichloroethane
ND
0.0010
0.00012
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:17
LBD
Trichloroethylene
0.00061
0.0010
0.000077
mg/L
1 J
SW-846 8260B
6/22/15
6/23/15 4:17
LBD
Trichlorofluoromethane (Freon 11)
ND
0.0020
0.00015
mg/L
I
SW-846 8260B
6/22/15
6/23/15 4:17
LBD
1,2,3-Trichloropropane
ND
0.0020
0.00012
mg/L
I
SW-8468260B
6/22/15
6/23/15 4:17
LBD
1,2,4-Trimethylbenzene
ND
0.0010
0.00018
mg/L
I
SW-8468260B
6/22/15
6/23/15 4:17
LBD
1,3,5-Trimethylbenzene
ND
0.0010
0.00010
mg/L
I
SW-8468260B
6/22/15
6/23/15 4:17
LBD
Vinyl Acetate
ND
0.020
0.0013
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:17
LBD
Vinyl Chloride
ND
0.0020
0.00013
mg/L
I
SW-846 8260E
6/22/15
6/23/15 4:17
LBD
m+p Xylene
ND
0.0020
0.00018
mg/L
I
SW-846 8260B
6/22/15
6/23/15 4:17
LBD
o-Xylene
ND
0.0010
0.00011
mg/L
I
SW-846 8260B
6/22/15
6/23/15 4:17
LBD
Surrogates % Recovery Recovery Limits Flag/Qua]
1,2-Dichloroethane-d4 105 70-130 6/23/15 4:17
Toluene-d8 101 70-130 6/23/15 4:17
4-Bromofluorobenzene 94.8 70-130 6/23/15 4:17
Page 13 of 50

con-te tO
ANALYTICAL LABORATORY
39 Spruce Street • East Longmeadow, MA 01028' FAX [phone]' TEL. [phone]
Project Location: Pro Cleaners Sample Description: Work Order: 15F0751
Date Received: 6/16/2015
Field Sample #: 8404 Azalea Sampled: 6/15/2015 11:00
Sample ID: 15FO751-05
Sample Matrix: Water
Volatile Organic Compounds by GC/MS
Date
Date/Time
Analyte
Results
RL
DL
Units
Dilution Flag/Qual
Method
Prepared
Analyzed
Analyst
Acetone
ND
0.050
0.0047
mg/L
1
SW-8468260E
6/22/15
6/23/15 4:48
LED
Benzene
ND
0.0010
0.000079
mg/L
1
SW-8468260E
6/22/15
6/23/15 4:48
LBD
Bromobenzene
NO
0.0010
0.000044
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
Bromochloromethane
NO
0.0010
0.00022
mg/L
I
SW-8468260B
6/22115
6/23/15 4:48
LBD
Bromodichloromethane
NO
0.00050
0.000088
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
Bromofonn
ND
0,0010
0.00021
mg/L
I
SW-8468260B
6/22/15
6/23/15 4:48
LBD
Bromomethane
ND
0.0020
0.00094
mg/L
I
SW-846 8260B
6/22115
6/23115 4:48
LBD
2-Butanone(MEK)
ND
0.020
0.0024
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
n-Butylbenzene
ND
0.0010
0.000054
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
sec-Butylbenzene
ND
0.0010
0.000084
mg/L
I
SW-8468260B
6/22/15
6/23/15 4:48
LBD
tert-Butylbenzene
ND
0.0010
0.000096
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
Carbon Disulfide
ND
0.0040
0.0010
mg/L
1
SW-846 8260B
6/22/15
6/23/15 4:48
LBD
Carbon Tetrachloride
ND
0.0050
0.00010
mg/L
1
SW-846 8260B
6/22/15
6/23/15 4:48
LBD
Chlorobenzene
ND
0.0010
0.00012
mg/L
I
SW-846 8260B
6/22/15
6/23/15 4:48
LBD
Chlorodibromomethane
ND
0.00050
0.000054
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
Chloroethane
ND
0.0020
0.00016
mg/L
I
SW-8468260B
6/22/15
6/23/15 4:48
LBD
Chloroform
0.0017
0.0020
0.00014
mg/L
1 J
SW-8468260B
6/22/15
6/23/15 4:48
LBD
Chloromethane
ND
0.0020
0.00032
mg/L
I
SW-8468260B
6/22/15
6/23/15 4:48
LBD
2-Chlorotoluene
ND
0.0010
0.000070
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
4-Chlorotoluene
ND
0.0010
0.000074
mg/L
I
SW-8468260B
6/22115
6/23/15 4:48
LBD
1,2-Dibromoethane(EDB)
ND
0.00050
0.000089
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
1,2-Dichlorobenzene
ND
0.0010
0.000076
mg/L
I
SW-8468260B
6/22/15
6/23/15 4:48
LBD
1,3-Dichlorobeozene
ND
0.0010
0.000079
mg/L
1
SW-8468260B
6/22115
6/23/15 4:48
LBD
1,4-Dichlorobenzene
ND
0.0010
0.000046
mg/L
I
SW-8468260B
6/22/15
6/23/15 4:48
LBD
Dichlorodifluoromethane (Freon 12)
ND
0.0020
0.00012
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
1,1-Dichloroethane
ND
0.0010
0.00016
mg/L
I
SW-8468260B
6/22115
6/23/15 4:48
LBD
1,2-Dichloroethane
ND
0.0010
0.00019
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
1,1-Dichloroethylene
ND
0.0010
0.00021
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
cis-1,2-Dichloroethylene
ND
0.0010
0.00015
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
trans-1,2-Dichloroethylene
ND
0.0010
0.00015
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
1,2-Dicbloropropene
ND
0.0010
0.00011
mg/L
1
SW-846 8260B
6/22/15
6/23/15 4:48
LBD
1,3-Dichloropropene
ND
0.00050
0.000099
mg/L
I
SW-8468260B
6/22115
6/23/15 4:48
LBD
2,2-Dicbloropropane
ND
0.0010
0.000072
mg/L
I V-05
SW-8468260E
6/22/15
6/23/15 4:48
LBD
1,1-Dichloropropene
ND
0.0020
0.00013
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
cis-1,3-Dichloropropene
ND
0.00050
0.000062
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
trans-1,3-Dichloropropene
ND
0.00050
0.000056
mg/L
I
SW-8468260B
6/22/15
6/23/15 4:48
LBD
Diisopropyl Ether (DIPE)
ND
0.00050
0.00018
mg/L
I
SW-8468260B
6/22/15
6/23/15 4:48
LBD
Ethylbenzene
ND
0.0010
0.000092
mg/L
I
SW-846 8260B
6/22115
6/23/15 4:48
LBD
2-Hexanone (MBK)
ND
0.010
0.0015
mg/L
1
SW-846 8260B
6/22/15
6/23/15 4:48
LBD
Isopropylbenzene (Cumene)
ND
0.0010
0.00011
mg/L
1
SW-846 8260E
6/22/15
6/23/15 4:48
LBD
p-Isopropyltoluene(p-Cymene)
ND
0.0010
0.00012
mg/L
l
SW-8468260B
6/22/15
6/23/15 4:48
LBD
Methyl tert-Butyl Ether (MTBE)
ND
0.0010
0.000090
mg/L
1
SW-846 8260B
6/22/15
6/23/15 4:48
LBD
Methylene Chloride
ND
0.0050
0.0032
mg/L
I
SW-8468260B
6/22/15
6/23/15 4:48
LBD
4-Methyl-2-pentanone(MIBK)
ND
0.010
0.0015
mg/L
I
SW-8468260B
6/22/15
6/23/15 4:48
LBD
Page 14 of 50

n-tot°
ANALYTICAL LABORATORY
39 Spruce Street' East Longmeadow, MA01028' FAX [phone]' TEL. [phone]
Project Location: Pro Cleaners Sample Description: Work Order: 15F0751
Date Received: 6/16/2015
Field Sample #: 8404 Azalea Sampled: 6/15/2015 11:00
Sample 1D: 15F0751-05
Sample Matrix: Water
Volatile Organic Compounds by GC/MS
Date
Date/Time
Analyte
Results
RL
DL
Units
Dilution Flag/Qual
Method
Prepared
Analyzed
Analyst
Naphthalene
ND
0.0050
0.00012
mg/L
1
SW-8468260B
6/22115
6/23/15 4:48
LBD
n-Propylbenzene
ND
0.0010
0.000094
mg/L
1
SW-846 8260B
6/22/15
6/23/15 4:48
LBD
Styrene
ND
0.0010
0.00012
mg/L
I
SW-8468260B
6/22/15
6/23/15 4:48
LBD
1,1,2,2-Tetrachloroethane
ND
0.00050
0.00012
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
Tetrachloroethylene
ND
0.00050
0.000080
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
Toluene
ND
0.0010
0.000090
mg/L
I
SW-8468260B
6/22/15
6/23/15 4:48
LBD
1,2,3-Trichlorobenzene
ND
0.0050
0.00O14
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
1,2,4-Trichlorobenzene
ND
0.0020
0.00O12
mg/L
I
SW-8468260B
6/22/15
6/23/15 4:48
LBD
1, 1, 1 -Trichloroethane
ND
0.0010
0.000094
mg/L
I
SW-8468260B
6/22/15
6/23/15 4:48
LBD
1,1,2-Trichloroethane
ND
0.0010
0.00012
mg/L
l
SW-8468260B
6/22/15
6/23/15 4:48
LBD
Trichloroethylene
ND
0.0010
0.000077
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
Trichlorofluoromethane(Freon 11)
ND
0.0020
0.00O15
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
1,2,3-Trichloropropane
ND
0.0020
0.00O12
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
1,2,4-Trimethylbenzene
ND
0.0010
0.00018
mg/L
I
SW-8468260B
6/22/15
6/23/15 4:48
LBD
1,3,5-Trimethylbenzene
ND
0.0010
0.00010
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
Vinyl Acetate
ND
0.020
0.0013
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
Vinyl Chloride
ND
0.0020
0.00013
mg/L
1
SW-846 8260B
6/22115
6/23/15 4:48
LBD
m+pXylene
ND
0.0020
0.00018
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
o-Xylene
ND
0.0010
0.00011
mg/L
1
SW-8468260B
6/22/15
6/23/15 4:48
LBD
Surrogates
% Recovery Recovery Limits
Flag/Qua]
1,2-Dichloroethane-d4
106
70-130
6/23/15 4:48
Toluene-d8
99.8
70-130
6/23/15 4:48
4-Bromofluorobenzene
94.0
70-130
6/23/15 4:48
Page 15 of 50

con-tE t®
ANALYTICAL LABORATORY
39 Spruce Street' East Longmeadow, MA 01028' FAX [phone] .TEL. [phone]
Project Location: Pro Cleaners Sample Description: Work Order: 15F0751
Date Received: 6/16/2015
Field Sample #: 8405 Azalea Sampled: 6/15/2015 10:50
Sample ID: 15FO751-06
Sample Matrix: Water
Volatile Organic Compounds by GC/MS
Date
Date/rime
Analyte
Results
RL
DL
Units
Dilution Flag/Qual
Method
Prepared
Analyzed
Analyst
Acetone
ND
0.050
0.0047
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
Benzene
ND
0.0010
0.000079
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
Bromobenzene
ND
0.0010
0.000044
mg/L
1
SW-846 8260B
6/22/15
6/23/15 5:20
LBD
Bromochloromethane
ND
0.0010
0.00022
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
Bromodichloromethane
ND
0.00050
0.000088
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
Bromoform
ND
0.0010
0.00021
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
Bromomethane
ND
0.0020
0.00094
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
2-Butanone(MEK)
ND
0.020
0.0024
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
n-Butylbenzene
ND
0.0010
0.000054
mg/L
I
SW-8468260B
6/22/15
6/23/15 5:20
LBD
sec-Butylbenzene
ND
0.0010
0.000084
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
tert-Butylbenzene
ND
0.0010
0.000096
mg/L
I
SW-8468260B
6/22/15
6/23/15 5:20
LBD
Carbon Disulfide
ND
0.0040
0.0010
mg/L
I
SW-8468260B
6/22/15
6/23/15 5:20
LBD
Carbon Tetrachloride
ND
0.0050
0.00010
mg/L
I
SW-846 8260B
6/22/15
6/23/15 5:20
LBD
Chlorobenzene
ND
0.0010
0.00012
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
Chlorodibromomethane
ND
0.00050
0.000054
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
Chloroethane
ND
0.0020
0.00016
mg/L
1
SW-846 8260B
6/22/15
6/23/15 5:20
LBD
Chloroform
ND
0.0020
0.00014
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
Chloromethane
ND
0.0020
0.00032
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
2-Chlorotoluene
ND
0.0010
0.000070
mg/L
I
SW-8468260B
6/22/15
6/23/15 5:20
LBD
4-Chlorotoluene
ND
0.0010
0.000074
mg/L
I
SW-846 8260B
6/22/15
6/23/15 5:20
LBD
1,2-Dibromoethane (EDB)
ND
0.00050
0.000089
mg/L
1
SW-846 8260B
6/22/15
6/23/15 5:20
LBD
1,2-Dichlorobenzene
ND
0.0010
0.000076
mg/L
I
SW-846 8260B
6/22/15
6/23/15 5:20
LBD
1,3-Dichlorobenzene
ND
0.0010
0.000079
mg/L
I
SW-8468260B
6/22/15
6/23/15 5:20
LBD
1,4-Dichlorobenzene
ND
0.0010
0.000046
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
Dichlorodifluoromethane (Freon 12)
ND
0.0020
0.00012
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
1,1-Dichloroethane
ND
0.0010
0.00016
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
1,2-Dichloroethane
ND
0.0010
0.00019
mg/L
1
SW-8468260E
6/22/15
6/23/15 5:20
LBD
1,1-Dichloroethylene
ND
0.0010
0.00021
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
cis-1,2-Dichloroethylene
0.0020
0.0010
0.00015
mg/L
I
SW-846 8260B
6/22/15
6123/15 5:20
LBD
trans-1,2-Dichloroethylene
ND
0.0010
0.00015
mg/L
1
SW-846 8260B
6/22/15
6/23/15 5:20
LBD
1,2-Dichloropropane
ND
0.0010
0.00011
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
1,3-Dichloropropane
ND
0.00050
0.000099
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
2,2-Dichloropropane
ND
0.0010
0.000072
mg/L
1 V-05
SW-846 8260B
6/22115
6/23/15 5:20
LBD
1,1-Dichloropropene
ND
0.0020
0.00013
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
cis-1,3-Dichloropropene
ND
0.00050
0.000062
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
trans-1,3-Dichloropropene
ND
0.00050
0.000056
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
Diisopropyl Ether (DIPE)
ND
0.00050
0.00018
mg/L
1
SW-8468260E
6/22/15
6/23/15 5:20
LBD
Ethylbenzene
ND
0.0010
0.000092
mg/L
1
SW-846 8260B
6/22/15
6/23/15 5:20
LBD
2-Hexanone (MBK)
ND
0.010
0.0015
mg/L
1
SW-846 8260B
6/22115
6/23/15 5:20
LBD
Isopropylbenzene (Cumene)
ND
0.0010
d.000I I
mg/L
1
SW-846 8260B
6/22/15
6/23/15 5:20
LBD
p-Isopropyltoluene (p-Cymene)
ND
0.0010
0.00012
mg/L
1
SW-846 8260B
6/22/15
6/23/15 5:20
LBD
Methyl tert-Butyl Ether (MTBE)
ND
0.0010
0.000090
mg/L
1
SW-846 8260B
6/22/15
6/23/15 5:20
LBD
Methylene Chloride
ND
0.0050
0.0032
mg/L
I
SW-8468260B
6/22/15
6/23/15 5:20
LBD
4-Methyl-2-pentanone(MIBK)
ND
0.010
0.0015
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
Page 16 of 50

Tahle of C:ontents
con -test©
ANALYTICAL LABORATORY
39 Spruce Street' East Longmeadow, MA 01028' FAX [phone] ' TEL. [phone]
Project Location: Pro Cleaners Sample Description: Work Order: 15FO751
Date Received: 6/16/2015
Field Sample #: 8405 Azalea Sampled: 6/15/2015 10:50
Sample ID: 15F0751-06
Sample Matrix: Water
Volatile Organic Compounds by GC/MS
Date
Date/Time
Analyte
Results
RL
DL
Units
Dilution Flag/Qua]
Method
Prepared
Analyzed
Analyst
Naphthalene
ND
0.0050
0.00012
mg/L
1
SW-8468260E
6/22/15
6/23/15 5:20
LBD
n-Propylbenzene
ND
0.0010
0.000094
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
Styrene
ND
0.0010
0.00012
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
1,1,2,2-Tetrachloroethane
ND
0.00050
0.00012
mg/L
1
SW-8468260B
6/22115
6/23/15 5:20
LBD
Tehachloroethylene
ND
0.00050
0.000080
mg/L
1
SW-846 8260B
6/22/15
6/23/15 5:20
LBD
Toluene
ND
0.0010
0.000090
mg/L
1
SW-846 8260B
6/22/15
6/23/15 5:20
LBD
1,2,3-Trichlorobenzene
ND
0.0050
0.00014
mg/L
I
SW-8468260B
6/22/15
6/23/15 5:20
LBD
1,2,4-Trichlorobenzene
ND
0.0020
0.00012
mg/L
I
SW-8468260B
6/22/15
6/23/15 5:20
LBD
1,1,1-Trichloroethane
ND
0.0010
0.000094
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
1,1,2-Trichloroethane
ND
0.0010
0.00012
mg/L
I
SW-8468260B
6/22/15
6/23/15 5:20
LBD
Trichloreethylene
0.00041
0.0010
0.000077
mg/L
1 J
SW-8468260B
6/22/15
6/23/15 5:20
LBD
Trichlorofluoromethane (Freon 11)
ND
0.0020
0.00015
mg/L
1
SW-8468260E
6/22/15
6/23/15 5:20
LBD
1,2,3-Trichloropropane
ND
0.0020
0.00012
mg/L
1
SW-8468260E
6/22/15
6/23/15 5:20
LBD
1,2,4-Trimethylbenzene
ND
0.0010
0.00018
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
1,3,5-Trimethylbenzene
ND
0.0010
0.00010
mg/L
1
SW-8468260B
6/22115
6/23/15 5:20
LBD
Vinyl Acetate
ND
0.020
0.0013
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
Vinyl Chloride
ND
0.0020
0.00013
mg/L
1
SW-846 8260B
6/22/15
6/23/15 5:20
LBD
m+p Xylene
ND
0.0020
0.00018
mg/L
1
SW-846 8260B
6/22/15
6/23/15 5:20
LBD
o-Xylene
ND
0.0010
0.00011
mg/L
1
SW-8468260B
6/22/15
6/23/15 5:20
LBD
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 105 70-130 6/23/15 5:20
Toluene-d8 99.7 70-130 6/23/15 5:20
4-Bromofluorobenzene 95.5 70-130 6/23/15 5:20
Page 17 of 50

40 con --testa
ANALYTICAL LABORATORY
39 Spruce Street' East Longmeadow, MA 01028' FAX [phone]' TEL. [phone]
Project Location: Pro Cleaners Sample Description: Work Order: 15F0751
Date Received: 6/1612015
Field Sample M MW-24S Sampled: 6/15/2015 14:10
Sample 1D: 15FO751-07
Sample Matrix: Ground Water
Volatile Organic Compounds by GC/MS
Date
Date/Time
Analyte
Results
RL
DL
Units
Dilution Flag/Qual
Method
Prepared
Analyzed
Analyst
Acetone
ND
0.050
0.0047
mg/L
1
SW-8468260B
6/22/15
6/23/15 6:25
LBD
Benzene
ND
0.0010
0.000079
mg/L
I
SW-8468260B
6/22/15
6/23/15 6:25
LBD
Bromobenzene
ND
0.0010
0.000044
mg/L
1
SW-8468260B
6/22/15
6/23/15 6:25
LBD
Bromochloromethane
ND
0.0010
0.00022
mg/L
1
SW-8468260B
6/22/15
6/23/15 6:25
LBD
Bromodichloromethane
ND
0.00050
0.000088
mg/L
1
SW-8468260B
6/22/15
6/23/15 6:25
LBD
Bromoform
ND
0.0010
0.00021
mg/L
I
SW-8468260B
6/22/15
6/23/15 6:25
LBD
Bromomethane
ND
0.0020
0.00094
mg/L
I
SW-8468260E
6/22/15
6/23/I5 6:25
LBD
2-Butanone(MEK)
ND
0.020
0.0024
mg/L
I
SW-8468260B
6/22/15
6/23/15 6:25
LBD
n-Butylbenzene
ND
0.0010
0.000054
mg/L
1
SW-8468260B
6/22/15
6/23/15 6:25
LBD
sec-Butylbenzene
ND
0.0010
0.000084
mg/L
1
SW-8468260B
6/22/15
6/23/15 6:25
LBD
tert-Butylbenzene
ND
0.0010
0.000096
mg/L
I
SW-8468260B
6/22/15
6/23/15 6:25
LBD
Carbon Disulfide
ND
0.0040
0.0010
mg/L
1
SW-846 8260B
6/22/15
6/23/15 6:25
LBD
Carbon Tetrachloride
ND
0.0050
0.00010
mg/L
1
SW-8468260B
6/22/15
6/23/15 6:25
LBD
Chlorobenzene
ND
0.0010
0.00012
mg/L
1
SW-8468260B
6/22/15
6/23/15 6:25
LBD
Chlorodibromomethane
ND
0.00050
0.000054
mg/L
1
SW-8468260B
6/22/I5
6/23/15 6:25
LBD
Chloroethane
ND
0.0020
0.00016
mg/L
1
SW-846 8260B
6/22/I5
6/23/15 6:25
LBD
Chloroform
0.00017
0.0020
0.00014
mg/L
1 J
SW-846 8260B
6/22/15
6/23/15 6:25
LBD
Chloromethane
ND
0.0020
0.00032
mg/L
1
SW-846 8260B
6/22/15
6/23/15 6:25
LBD
2-Chlorotoluene
ND
0.0010
0.000070
mg/L
1
SW-846 8260B
6/22/15
6/23/15 6:25
LBD
4-Chlorotoluene
ND
0.0010
0.000074
mg/L
1
SW-846 8260B
6/22/15
6/23/15 6:25
LBD
1,2-Dibromoethane (EDB)
ND
0.00050
0.000089
mg/L
1
SW-846 8260B
6/22/15
6/23/15 6:25
LBD
1,2-Dichlorobenzene
NO
0.0010
0.000076
mg/L
1
SW-8468260B
6/22/15
6/23/15 6:25
LBD
1,3-Dichlorobenzene
ND
0.0010
0.000079
mg/L
1
SW-8468260B
6/22/15
6/23/15 6:25
LBD
1,4-Dichlorobenzene
NO
0.0010
0.000046
mg/L
1
SW-8468260B
6/22/15
6/23/15 6:25
LBD
Dichlorodifluoromethane (Freon 12)
NO
0.0020
0.00012
mg/L
1
SW-8468260B
6/22/15
6/23/15 6:25
LBD
1,1-Dichloroethane
ND
0.0010
0.00016
mg/L
I
SW-8468260B
6/22/15
6/23/15 6:25
LBD
1,2-Dichloroethane
ND
0.0010
0.00019
mg/L
1
SW-8468260B
6/22/15
6/23/15 6:25
LBD
l,l-Dichloroethylene
ND
0.0010
0.00021
mg/L
1
SW-8468260B
6/22/15
6/23/15 6:25
LBD
cis-1,2-Dichloroethylene
ND
0.0010
0.00015
mg/L
1
SW-8468260B
6/22/15
6/23/15 6:25
LBD
trans-1,2-Dichloroethylene
NO
0.0010
0.00015
mg/L
1
SW-8468260B
6/22/15
6/23/15 6:25
LBD
1,2-Dichloropropane
NO
0.0010
0.00011
mg/L
I
SW-846 8260B
6/22/15
6/23/15 6:25
LBD
1,3-Dichloropropane
NO
0.00050
0.000099
mg/L
1
SW-8468260B
6/22/15
6/23/15 6:25
LBD
2,2-Dichloropropane
NO
0.0010
0.000072
mg/L
1 V-05
SW-8468260B
6/22115
6/23/15 6:25
LBD
1,1-Dichlompropene
ND
0.0020
0.00013
mg/L
I
SW-8468260B
6/22/15
6/23/15 6:25
LBD
cis-1,3-Dichloropropene
NO
0.00050
0.000062
mg/L
I
SW-8468260B
6/22/15
6/23/15 6:25
LBD
trans-1,3-Dichloropropene
ND
0.00050
0.000056
mg/L
1
SW-8468260B
6/22/15
6/23/15 6:25
LBD
Diisopropyl Ether (RIPE)
ND
0.00050
0.00018
mg/L
1
SW-846 8260B
6/22/15
6/23/15 6:25
LBD
Ethylbenzene
ND
0.0010
0.000092
mg/L
1
SW-846 8260B
6/22/15
6/23/15 6:25
LBD
2-Hexanone(MBK)
NO
0.010
0.0015
mg/L
1
SW-8468260B
6/22/15
6/23/15 6:25
LBD
Isopropylbenzene(Cumene)
ND
0.0010
0.00011
mg/L
1
SW-8468260B
6/22/15
6/23/15 6:25
LBD
p-Isopropyltoluene (p-Cymene)
ND
0.0010
0.00012
mg/L
1
SW-846 8260B
6/22/15
6/23/15 6:25
LBD
Methyl tert-Butyl Ether (MTBE)
ND
0.0010
0.000090
mg/L
1
SW-846 8260B
6/22/15
6/23/15 6:25
LBD
Methylene Chloride
NO
0.0050
0.0032
mg/L
1
SW-846 8260B
6/22/15
6/23/15 6:25
LBD
4-Methyl-2-pentanone (MIBK)
NO
0.010
0.0015
mg/L
1
SW-846 8260B
6/22/15
6/23/15 6:25
LBD
Page 18 of 50