MO-4402_14249_CA_MRP_20200103

State-Lead Monitoring Report
Former General Store, TF-14249
861 Oakridge Farm Highway
Mooresville, Iredell County, North Carolina
S&ME Project No. 4305-18-195A
PREPARED FOR:
NCDEQ, DWM, UST Section
1646 Mail Service Center
Raleigh, NC 27616-1646
PREPARED BY:
S&ME, Inc.
9751 Southern Pine Boulevard
Charlotte, NC 28273
January 3, 2020

S&ME, Inc. | 9751 Southern Pine Boulevard | Charlotte, NC 28273 | p 704.523.4726 | www.smeinc.com

January 3, 2020
NCDEQ, DWM, UST Section
1637 Mail Service Center
Raleigh, NC 27616-1637
Attention: Mr. Scott Ryals
Reference: State-Lead Monitoring Report
Former General Store, Incident # 14249
861 Oakridge Farm Highway
Mooresville, North Carolina
S&ME Project No. 4305-18-195A
Dear Mr. Ryals:
S&ME, Inc., (S&ME) presents this report in accordance with the North Carolina Department of Environmental
Quality/S&ME Contract No. N17002 and S&ME Proposal No. 43-1800699, dated September 5, 2019, as authorized
by Task Authorization No. 14249-02, dated September 9, 2019.
If you have any questions or comments regarding this report, please contact us at your convenience.
Sincerely,
S&ME, Inc.
Laura Beth Slagle James Wellons, P.G.
Staff Professional Project Manager

SR: WHW

State-Lead Monitoring Report
Former General Store, Incident # 14249
861 Oakridge Farm Highway
Mooresville, North Carolina
S&ME Project No. 4305-18-195A
January 3, 2020 ii

Table of Contents
1.0 Site Information ................................................................................................................ 1
1.1 Site Identification ............................................................................................................................ 1
1.2 Information about Contacts Associated with the Leaking UST System ................................. 1
1.3 Information about Release ............................................................................................................ 1
1.4 Information about the Monitoring Report .................................................................................. 1
1.5 Certification ..................................................................................................................................... 1
2.0 Executive Summary .......................................................................................................... 2
2.1 Current and Historical Extent of Groundwater Contamination .............................................. 2
3.0 Scope of Services ............................................................................................................... 3
3.1 Contract Information ..................................................................................................................... 3
3.2 Approved Scope of Services ......................................................................................................... 3
4.0 Site History and Characterization ................................................................................. 4
4.1 UST Owner and Operator Information ....................................................................................... 4
4.2 UST Information ............................................................................................................................. 4
4.3 Description of Release .................................................................................................................... 4
4.4 Site Characteristics ......................................................................................................................... 4
4.5 Adjoining Property Information .................................................................................................. 4
4.6 Receptor and Potential Receptor Information ............................................................................ 4
5.0 Current/Historical Assessment Information ............................................................... 5
5.1 Current Water Levels and Free Product ..................................................................................... 5
5.2 Groundwater Monitoring Event .................................................................................................. 5
5.3 Regional and Site Geology and Hydrogeology .......................................................................... 5
5.3.1 Soil and Bedrock ................................................................................................................................ 5
5.3.2 Hydrogeology .................................................................................................................................... 5
6.0 Evaluation of Assessment Information ........................................................................ 6
6.1 Current Extent and Severity of Contamination ......................................................................... 6
6.1.1 Groundwater ..................................................................................................................................... 6
6.2 Cleanup Levels Achieved .............................................................................................................. 6
State-Lead Monitoring Report
Former General Store, Incident # 14249
861 Oakridge Farm Highway
Mooresville, North Carolina
S&ME Project No. 4305-18-195A
January 3, 2020 iii
7.0 Conclusions and Recommendations ............................................................................. 7
7.1 Conclusions ..................................................................................................................................... 7
7.2 Recommendations .......................................................................................................................... 7

List of Figures
1. USGS Topographic Map
2. Site Map
3. Groundwater Elevation Map
4. Potential Receptor Map
5. Groundwater Quality Map

List of Tables
1. Site History – UST Owner Information
2. Site History – UST System Information
3. Adjacent Property Information
4. Public and Private Water Supply Well Information
5. Well Construction and Liquid Level Data
6. Summary of Groundwater Sampling Results

Appendices
Appendix I – Figures
Appendix II – Tables
Appendix III – Field Data Sheets
Appendix IV – Laboratory Analytical Reports and Chain of Custody Forms

State-Lead Monitoring Report
Former General Store, Incident # 14249
861 Oakridge Farm Highway
Mooresville, North Carolina
S&ME Project No. 4305-18-195A
January 3, 2020 1
1.0 Site Information
1.1 Site Identification
Date of Report: 1/3/2020
Facility I.D. 00-0-0000010367 UST Incident No.: 14249 UST No.: MO-4402
Site Risk: High Site Rank: H284D Land Use Category: Commercial
Site Name: The General Store
Site Address: 861 Oakridge Farm Highway
City/Town: Mooresville Zip Code: 28115 County: Iredell
Description of Geographical Data (e.g., diesel fill port): Monitoring Well MW-1
Location Method (GPS, Topographical map, other): Google Earth
Latitude (decimal degrees): 35.608437º N Longitude (decimal degrees): -80.794521º W
1.2 Information about Contacts Associated with the Leaking UST System
UST Owner/Operator: The General Store of Mooresville
Address: 861 Oakridge Farm Highway, Mooresville, NC 28115 Telephone: [phone]
Property Occupant: Endless Sun Tanning and 24 Hour Fitness.
Consultant/Contractor: S&ME, Inc. (James Wellons, P.G.)
Address: 9751 Southern Pine Boulevard, Charlotte, NC 28273 Telephone: [phone]
Analytical Laboratory: Con-Test Analytical Laboratory State Certification No.: 652
Address: 39 Spruce Street, East Longmeadow, MA 01028 Telephone: [phone]
1.3 Information about Release
Date Discovered: 12/1/1994
Estimated Quantity of Release: Unknown
Cause of Release: Leaking UST System
Source of Release (Dispenser/Piping/UST): UST System
Sizes and contents of UST system(s) from which the release occurred: One (1) 10,000-gallon diesel UST, and three (3) 6,000-
gallon gasoline USTs.
Criteria Used to Classify Risk: Exceedances of 2L Standards and presence of active water supply wells.
1.4 Information about the Monitoring Report
Date of Groundwater Monitoring: 9/12/19.
1.5 Certification
I, James Wellons, a Licensed Geologist for S&ME, do certify that the information contained in this report is correct
and accurate to the best of my knowledge. S&ME is licensed to practice geology/engineering in North Carolina.
Geology License Certification #C-145 and Engineering License Certification #F-0176.

James Wellons, P.G.
State-Lead Monitoring Report
Former General Store, Incident # 14249
861 Oakridge Farm Highway
Mooresville, North Carolina
S&ME Project No. 4305-18-195A
January 3, 2020 2
2.0 Executive Summary
On September 12, 2019, S&ME conducted groundwater sampling at The General Store site in Mooresville, Iredell
County, North Carolina. The laboratory analytical results indicated that constituents were reported in the
monitoring well samples at concentrations above the 15A NCAC 2L .202 Groundwater Quality Standards (2L
Standards) and Gross Contamination Levels (GCLs). The monitoring wells with the highest constituent
concentrations are provided below.
Table 2-1 Groundwater Analytical Results Summary
Contaminant GCL
(µg/L)
2L Standard
(µg/L) Well ID Concentration
(µg/L)
Benzene 5,000 1 MW-11 4,900
1,2-Dibromoethane 50 0.02 MW-1 98 J *
Ethylbenzene 84,500 600 MW-1 2,600
Isopropylbenzene 25,000 70 MW-1 130
Methyl tert-butyl ether 20,000 20 MW-1 300
Naphthalene 6,000 6 MW-1 2,000
n-Propylbenzene 30,000 70 MW-1 160
Toluene 260,000 600 MW-1 27,000
1,2,4-Trimethylbenzene 28,500 400 MW-1 2,400
1,3,5-Trimethylbenzene 25,000 400 MW-1 660
Total Xylenes 85,500 500 MW-1 17,500
µg/L : micrograms per liter
* : Exceeds the GCL
2.1 Current and Historical Extent of Groundwater Contamination
Based on the historical groundwater monitoring events, the overall extent of groundwater contamination as
defined by benzene concentrations appears to be decreasing. However, this groundwater monitoring event for
the reporting period showed an increase in Benzene concentrations in three of the seven wells sampled,
monitoring wells MW-9, MW-11 and MW-12. Of particular note is the significant decrease in benzene
concentrations in the groundwater samples collected from monitoring wells MW-1, MW-8, and RW-1, while the
benzene concentrations were relatively stable in the groundwater samples collected from monitoring well MW-4.
 Based upon information provided in Geological Resources, Inc.’s Mobile Multi-Phase Extraction
and Ground Water Monitoring Report, dated December 5, 2017, 27 water supply wells are located
within 1,000 feet of the source area. In addition, no surface water bodies are located within 500
feet of the source area.

State-Lead Monitoring Report
Former General Store, Incident # 14249
861 Oakridge Farm Highway
Mooresville, North Carolina
S&ME Project No. 4305-18-195A
January 3, 2020 3
3.0 Scope of Services
3.1 Contract Information
The scope of services for this report was performed in general accordance with S&ME’s proposal number 43-
1800699, dated September 5, 2019. The scope of services was authorized by the North Carolina Department of
Environmental Quality (NCDEQ’s) Task Authorization No. 14249-02, dated September 9, 2019, and within
NCDEQ/S&ME Contract No. N17002.
3.2 Approved Scope of Services
S&ME’s approved Scopes of Services for this Task Authorization included:
Collect groundwater samples from monitoring wells MW-1, MW-4, MW-8, MW-9, MW-11, and MW-12 and
recovery well RW-1 with analysis by 6200B; abandonment of monitoring wells MW-3 and MW-6; and,
Preparation and submittal of this report.
These services were completed as proposed.

State-Lead Monitoring Report
Former General Store, Incident # 14249
861 Oakridge Farm Highway
Mooresville, North Carolina
S&ME Project No. 4305-18-195A
January 3, 2020 4
4.0 Site History and Characterization
The location of the UST site is depicted on Figure 1, Appendix I and an aerial of the site is depicted on Figure 2.
4.1 UST Owner and Operator Information
See Table 1, Appendix II for UST Owner and Operator Information.
4.2 UST Information
See Table 2 for UST Information and Figure 2 for locations of the former USTs.
4.3 Description of Release
 Date discovered: December 1994
 Cause and Source: The cause of the release from the former UST system is unknown.
4.4 Site Characteristics
 The site is currently a tanning salon and fitness center. Historically, the site was utilized as a retail
automotive fueling station.
 Based upon the groundwater elevation map (Figure 3), groundwater flows toward the south from the
source area.
4.5 Adjoining Property Information
Details regarding the adjacent properties are summarized in Table 3. Refer to Figure 4 for the location of these
properties relative to the site. The site is located in an area generally consisting of residential properties and
undeveloped properties, with a few commercial properties.
4.6 Receptor and Potential Receptor Information
According to the Mobile Multiphase Extraction and Ground Water Monitoring Report, submitted by Geological
Resources, Inc. on December 4, 2017, 27 water supply wells are located within 1,000 feet of the source area. In
addition, two inactive water supply wells (WSW-1 and WSW-2) and one active water supply well WSW-6 are
located within 250 feet of the source area.

State-Lead Monitoring Report
Former General Store, Incident # 14249
861 Oakridge Farm Highway
Mooresville, North Carolina
S&ME Project No. 4305-18-195A
January 3, 2020 5
5.0 Current/Historical Assessment Information
5.1 Current Water Levels and Free Product
On September 12, 2019, S&ME was onsite to gauge liquid levels in shallow monitoring wells MW-1, MW-4, MW-8,
MW-9, MW-11, and MW-12, and recovery well RW-1. Free product was not measured in any of the monitoring
wells gauged during this sampling event. The depth to water measurements in the monitoring wells ranged from
9.12 feet below top of casing (ft-BTOC) in monitoring well MW-9 to 15.47 ft-BTOC in monitoring well MW-4. The
depth to water measurement in recovery well RW-1 was 14.32 ft-BTOC. The depth to groundwater measurements
and groundwater elevations are provided in Table 5.
5.2 Groundwater Monitoring Event
After measuring the liquid levels, S&ME personnel purged monitoring wells MW-1, MW-4, MW-8, MW-9, MW-11,
and MW-12, and recovery well RW-1, with disposable polyethylene bailers or submersible pump by purging the
wells of at least three well volumes or until dry. The wells were allowed to recharge and suspended sediments
allowed to settle.
After completing the well purging, S&ME personnel collected a groundwater sample from each monitoring well.
The groundwater samples were placed in laboratory-supplied containers, stored in a cooler with ice, and shipped
under chain-of-custody procedures to Con-Test Analytical Laboratory, a North Carolina certified laboratory for
laboratory analysis. The groundwater samples were analyzed for volatile organic compounds by Standard Method
6200B. The sampling summary sheets are provided in Appendix III. The laboratory analytical report and chain-
of-custody form are included in Appendix IV.
In addition, monitoring wells MW-3 and MW-6 were abandoned during this monitoring event. The well
abandonment was performed by a North Carolina Certified Well Driller. Documentation of the well abandonment
is included in Appendix III.
5.3 Regional and Site Geology and Hydrogeology
5.3.1 Soil and Bedrock
Soils underlying the site are characterized as the Cecil-Urban Land Complex, with two to 10 percent slopes.
According to the 1988 USGS Geologic Map of the Charlotte 1º x 2º Quadrangle, North Carolina and South
Carolina, the site is underlain by the Charlotte Belt of the Piedmont Physiographic Province. Bedrock in this area is
part of the Churchland Plutonic Suite. It is a characterized as biotite monzogranite, which is typically porphyritic
but with fine grained phases. It includes minor quartz monzonite and hornblende bearing phases.
5.3.2 Hydrogeology
Based upon measurements collected on September 12, 2019, groundwater at the site flows radially south,
southwest away from monitoring well MW-12 (Figure 3) at an average gradient of 0.030 feet per foot.
State-Lead Monitoring Report
Former General Store, Incident # 14249
861 Oakridge Farm Highway
Mooresville, North Carolina
S&ME Project No. 4305-18-195A
January 3, 2020 6
6.0 Evaluation of Assessment Information
6.1 Current Extent and Severity of Contamination
6.1.1 Groundwater
Eleven (11) compounds were detected at concentrations greater than their 2L Standards in the samples collected
from monitoring wells MW-1, MW-4, MW-8, MW-9, MW-11, MW-12, and recovery well RW-1. 1,2-dibromoethane
was reported at a concentration greater than its GCL in the sample collected from monitoring well MW-1 at
concentrations greater than its GCL. Additional compounds were detected in the samples collected from the wells
at concentrations greater than the laboratory method detection limits, but less than their respective 2L Standards.
Current and historical groundwater analytical results are summarized in Table 6.
Overall contaminant concentrations increased in all the samples collected from monitoring wells MW-1, MW-4
MW-8, MW-9, MW-11 and MW-12, and recovery well RW-1, compared to the previous sampling event conducted
in September 2018.
6.2 Cleanup Levels Achieved
Soil (soil-to-groundwater maximum soil contaminant concentrations) Unknown
Groundwater (2L standard concentrations) No
Free Product Yes

State-Lead Monitoring Report
Former General Store, Incident # 14249
861 Oakridge Farm Highway
Mooresville, North Carolina
S&ME Project No. 4305-18-195A
January 3, 2020 7
7.0 Conclusions and Recommendations
7.1 Conclusions
Based on the current and historical assessment information for the site, the following conclusions are presented:
1. The UST Incident meets the following conditions for a High Risk classification:
A. One active water supply well is located within 250 feet of the source area. In addition, 24 active water
supply wells are located between 250 and 1,000 feet of the source area.
B. Contaminant levels in the groundwater exceed the 2L Standards and GCLs; however, overall
contaminant concentrations are decreasing as compared to historical data sets.
2. The extent of the dissolved groundwater contamination appears to have been fully defined.
7.2 Recommendations
Based on the above, the following recommendations are presented:
1. Continue annual sampling of the monitoring wells and the recovery well at the site. The next sampling
event is scheduled for Spring 2020.
2. Sample active water supply wells located within 500 feet of the source area as part of the next scheduled
sampling event.

Appendices

Appendix I – Figures

^_
^_Project Location
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.
11 " = 2,000 '
12-18-19Drawing Path: Q:\4305\18\195A General Store Fall2019\1_USGS MAP.mxd plotted by DHomans 12-18-20190 2,000 4,000(FEET)
USGS TOPOGRAPHIC MAP
³
REFERENCE: USGS USA TOPO STREAMING DATASETGIS BASE LAYERS WERE OBTAINED FROM USGS NATIONAL MAP. THIS MAP IS FORINFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED.THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
4305-18-195A
FORMER GENERAL STORE TF-14249861 OAKRIDGE FARM HIGHWAYMOORESVILLE, IREDELL COUNTY, NORTH CAROLINA
"AG
!AB !A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$¦Former USTs ¦Former USTs ¦Former USTs ¦Former USTs
¦Former Dispensers
¦Former Dispensers
¦
Former Kerosene UST
OAKRIDGE FARM HWY
RW-1
DMW-1 MW-1
MW-2
MW-3(Abandoned)
MW-4
MW-5
MW-6(Abandoned)
MW-7
MW-8
MW-9
MW-10
MW-11
MW-12
!A$Type II Monitoring Well
!AB Type III Monitoring Well
"AG Recovery Well
Project Parcel
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.
21 " = 50 '
12-18-19Drawing Path: Q:\4305\18\195A General Store Fall2019\2_sitemap.mxd plotted by DHomans 12-18-20190 40 80(FEET)
SITE MAP
³
REFERENCE: 2018 AERIAL PHOTOGRAPHGIS BASE LAYERS WERE OBTAINED FROM IREDELL COUNTY. THIS MAP IS FORINFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED AREAPPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION,UNLESS STATED OTHERWISE.
4305-18-195A
FORMER GENERAL STORE TF-14249861 OAKRIDGE FARM HIGHWAYMOORESVILLE, IREDELL COUNTY, NORTH CAROLINA
"AG
!AB !A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
OAKRIDGE FARM HWY
RW-1(NA)
DMW-1(NM)
MW-2(NM)
MW-3(Abandoned)
MW-5(NM)
MW-6(Abandoned)
MW-7(NM)
MW-10(NM)
MW-1(83.57)
MW-4(83.71)
MW-8(83.69)
MW-9(79.27)
MW-11(81.99)
MW-12(83.79)
80
81
82 83808
1
8
2
8
3
AN Not Available
MN Not Measured
)75.38(Relative Groundwater Elevation on 9/12/19
!A$Type II Monitoring Well
!AB Type III Monitoring Well
"AG Recovery Well
Groundwater Contours (feet)
Project Parcel
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.
31 " = 50 '
12-18-19Drawing Path: Q:\4305\18\195A General Store Fall2019\3_gw elevation.mxd plotted by DHomans 12-18-20190 30 60(FEET)
GROUNDWATER ELEVATION MAP
³
REFERENCE: 2018 AERIAL PHOTOGRAPHGIS BASE LAYERS WERE OBTAINED FROM IREDELL COUNTY. THIS MAP IS FORINFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED AREAPPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION,UNLESS STATED OTHERWISE.
4305-18-195A
FORMER GENERAL STORE TF-14249861 OAKRIDGE FARM HIGHWAYMOORESVILLE, IREDELL COUNTY, NORTH CAROLINA
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Ð!G ●○1
●○1
●○1●○1
●○1
●○
●○
●○●○
●○E
BEAM DRBRIGADOONDRMTULLAHWYMT ULLA HWYSWEE T M ART H A D RNEWCASTLE CTSCOTLAND DR
ROCKHOPPERLNBRIGHT STAR CIREMPERORS TRL
OAKRIDGE FARM HWY
ANNAS GRACE DRK R I S T E N S C O U RT D R
C H E R E H E L E N D R
B EL L EL AI N E D R
WSW-1WSW-2WSW-3
WSW-4
WSW-5
WSW-6
WSW-7
WSW-8
WSW-9WSW-10WSW-11
WSW-12WSW-13 WSW-14
WSW-15
WSW-16
WSW-18
WSW-30
WSW-31
WSW-32
WSW-33
WSW-34
WSW-35
WSW-36
WSW-37
WSW-38
WSW-39
1
2
34
5 1000'500'E Approximate Source Location●○1 Adjacent Properties (See Table 3)
Ð!G Water Supply Wells
Project Parcel
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.
41 " = 300 '
12-18-19Drawing Path: Q:\4305\18\195A General Store Fall2019\4_receptormap.mxd plotted by DHomans 12-18-20190 300 600(FEET)
POTENTIAL RECEPTOR MAP
³
REFERENCE: 2018 AERIAL PHOTOGRAPHGIS BASE LAYERS WERE OBTAINED FROM IREDELL COUNTY. THIS MAP IS FOR INFORMATIONALPURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOTBASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
4305-18-195A
FORMER GENERAL STORE TF-14249861 OAKRIDGE FARM HIGHWAYMOORESVILLE, IREDELL COUNTY, NORTH CAROLINA
"AG
!AB !A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
!A$
RW-1Benzene= 3102-Hexanone= 110Naphthalene= 150n-Propylbenzene= 120Toluene= 7601,2,4-Trimethylbenzene= 810Total Xylenes= 2,380
MW-4Naphthalene= 9.6
MW-8Benzene= 2002-Hexanone= 200 JNaphthalene= 740Toluene= 4,2001,2,4-Trimethylbenzene= 520Total Xylenes= 3,500
MW-9Benzene= 84Naphthalene= 4.8 J
MW-11Benzene= 4,900Ethylbenzene= 1,100Naphthalene= 570Toluene= 9,5001,2,4-Trimethylbenzene= 400Total Xylenes= 6,000
MW-2(NS)
MW-5(NS)
MW-10(NS)
MW-7(NS)
MW-3(Abandoned)
DMW-1(NS)
MW-12Benzene= 1,400Naphthalene= 450Total Xylenes= 1,226
MW-1Benzene= 2,8002-Butanone= 640 J1,2-Dibromethane= 98 JEthylbenzene=2,600Isopropylbenzene= 130Methyl tert-butyl ether= 300Naphthalene= 2,000n-Propylbenzene= 160Toluene= 27,0001,2,4-Trimethylbenzene= 2,4001,3,5-Trimethylbenzene= 660Total Xylenes= 17,500
MW-6(Abandoned)
OAKRIDGE FARM HWY
Concentrations exceeding the 2LStandards are shown in µg/L
Bold values exceed the GrossContamination Level (GCL)
J Estimated concentration betweenmethod detection limit andpractical quantitation limit
SN Not Sampled
!A$Type II Monitoring Well
!AB Type III Monitoring Well
"AG Recovery Well
Project Parcel
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.
51 " = 50 '
12-18-19Drawing Path: Q:\4305\18\195A General Store Fall2019\5_gwquality.mxd plotted by DHomans 12-18-20190 50 100(FEET)
GROUNDWATER QUALITY MAPSeptember 12, 2019
³
REFERENCE: 2018 AERIAL PHOTOGRAPHGIS BASE LAYERS WERE OBTAINED FROM IREDELL COUNTY. THIS MAP IS FORINFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED AREAPPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION,UNLESS STATED OTHERWISE.
4305-18-195A
FORMER GENERAL STORE TF-14249861 OAKRIDGE FARM HIGHWAYMOORESVILLE, IREDELL COUNTY, NORTH CAROLINA

Appendix II – Tables

TABLE 1
SITE HISTORY - UST OWNER INFORMATION
Former General Store (Incident No.: 14249, UST #: MO-4402)
861 Oakridge Farm Highway, Mooresville, Iredell County, North Carolina
S&ME Project # 4305-18-195A
1 Public Oil Company 09/23/82 - 02/25/99 14249 Owner
2 The General Store of
Mooresville, Inc.4/4/84 - 8/4/03 14249 Owner
3 The General Store of
Mooresville, Inc.4/5/81 - 8/4/03 14249 Owner
4 The General Store of
Mooresville, Inc.9/23/82 - 8/4/03 14249 Owner
NOTES:
704-224-3427
861 Oakridge Farm Highway
Mooresville, NC 28115 704-224-3427
704-224-3427
Address
861 Oakridge Farm Highway
Mooresville, NC 28115
Telephone Number
UST ID
Number(s)
Name of Owner or
Operator
Owner or
Operator?
Dates of Ownership /
Operation
Incident
Number
UST Information obtained from NCDEQ UST Database and Geologic Resources, Inc. Mobile Multi-Phase Extraction and Ground Water
Monitoring Report, dated December 5, 2017
Address
Incident
Number
Dates of Ownership /
Operation
Incident
Number
Telephone Number
Owner or
Operator?
Owner or
Operator?
Address Telephone Number
UST ID
Number(s)
Name of Owner or
Operator
UST ID
Number(s)
Name of Owner or
Operator
Dates of Ownership /
Operation
861 Oakridge Farm Highway
Mooresville, NC 28115
Address Telephone Number
589 N. Main Street
Troutman, NC 28116 Unknown
UST ID
Number(s)
Name of Owner or
Operator
Dates of Ownership /
Operation
Incident
Number
Owner or
Operator?
TABLE 2
SITE HISTORY - UST/AST SYSTEM INFORMATION
Former General Store (Incident No.: 14249, UST #: MO-4402)
861 Oakridge Farm Highway, Mooresville, Iredell County, North Carolina
S&ME Project # 4305-18-195A
UST
ID Number
Current/Last
Contents
Capacity
(gallons)
Construction
Details
Tank
Dimensions
D/L (ft)
Description of
Associated Piping
and Pumps
Date UST
Installed Status of UST
Was Release
Associated With
UST System?
(Yes/No)
1 Diesel 10,000 Unknown Unknown Unknown Unknown Closed
(02/25/99)Yes
2 Gasoline 6,000 Single Wall Steel 64" x 24"Single Wall Steel 04/04/84 Closed
(08/04/03)Yes
3 Gasoline 6,000 Single Wall Steel 64" x 24"Single Wall Steel 04/05/81 Closed
(08/04/03)Yes
4 Gasoline 6,000 Single Wall Steel 64" x 24"Single Wall Steel 09/23/82 Closed
(08/04/03)Yes
NOTES:
UST Information obtained from NCDEQ UST Database and Geologic Resources, Inc. Mobile Multi-Phase Extraction and Ground Water Monitoring Report, dated December 5, 2017
TABLE 3
ADJACENT PROPERTY INFORMATION
Former General Store (Incident No.: 14249, UST #: MO-4402)
861 Oakridge Farm Highway, Mooresville, Iredell County, North Carolina
S&ME Project # 4305-18-195A
Street/PO Box City State Zip
1 Joseph J. Murr, Jr.119 Bright Star Circle Mooresville NC 28115
2 Robert D. Nantz & Jean N. Walkup 951 Mount Ulla Highway Mooresville NC 28115
3 MP Leasing, LLLP 899 Oakridge Farm Highway Mooresville NC 28115
4 Sarah R. Berg 844 Oakridge Farm Highway Mooresville NC 28115
5 Ollie Enterprises, LLC 849 Oakridge Farm Highway Mooresville NC 28115
NOTES:
Information on property ownership was obtained from Iredell County GIS Website (https://iredell.connectgis.com/Map.aspx)
Property AddressMap ID Owner Name
TABLE 4
PUBLIC AND PRIVATE WATER SUPPLY WELL INFORMATION
Former General Store (Incident No.: 14249, UST #: MO-4402)
861 Oakridge Farm Highway, Mooresville, Iredell County, North Carolina
S&ME Project # 4305-18-195A
Well #Well Owner Property Address Phone
Number
Latitude
(decimal)
Longitude
(decimal)Well Use
Distance (ft) /
Direction from
Source
WSW-1 Ollie Enterprises, LLC 861 Oakridge Farm Highway
Mooresville, NC 28115 704-224-3427 35.608663 -80.794208 Inactive 100 N
WSW-2 Ollie Enterprises, LLC 849 Oakridge Farm Highway
Mooresville, NC 28115 704-224-3427 35.608602 -80.795344 Inactive 240 W
WSW-3 Edna J. Booth 841 Oakridge Farm Highway
Mooresville, NC 28115 Unknown 35.608687 -80.795731 Active, Potable 375 W
WSW-4 Sarah R. Berg 844 Oakridge Farm Highway
Mooresville, NC 28115 Unknown 35.607844 -80.795596 Active, Potable 390 SW
WSW-5 Thomas S. Demarco 114 Bright Star Circle
Mooresville, NC 28115 Unknown 35.60949 -80.795293 Active, Potable 450 NW
WSW-6 Joseph J. Murr, Jr.119 Bright Star Circle
Mooresville, NC 28115 Unknown 35.6088 -80.794554 Active, Potable 135 N
WSW-7 2018 3 IH Borrower LP 115 Bright Star Circle
Mooresville, NC 28115 Unknown 35.609427 -80.79469 Active, Potable 375 N
WSW-8 Michael & Melissa Sherrill 178 Scotland Drive
Mooresville, NC 28115 Unknown 35.609821 -80.794495 Active, Potable 480 N
WSW-9 Floyd T. & Sandra M. Johnson 181 Scotland Drive
Mooresville, NC 28115 704-664-7159 35.61076 -80.794241 Active, Potable 850 N
Page 4 of 18
TABLE 4
PUBLIC AND PRIVATE WATER SUPPLY WELL INFORMATION
Former General Store (Incident No.: 14249, UST #: MO-4402)
861 Oakridge Farm Highway, Mooresville, Iredell County, North Carolina
S&ME Project # 4305-18-195A
Well #Well Owner Property Address Phone
Number
Latitude
(decimal)
Longitude
(decimal)Well Use
Distance (ft) /
Direction from
Source
WSW-10 Jessica Allen &
Charles Lewandoski
175 Scotland Drive
Mooresville, NC 28115 704-799-9469 35.610744 -80.794684 Active, Potable 840 N
WSW-11 Clyde & Coralie J. Simmons 169 Scotland Drive
Mooresville, NC 28115 704-658-1545 35.610742 -80.795134 Active, Potable 870 N
WSW-12 Mark & Kathleen Green 154 Scotland Drive
Mooresville, NC 28115 704-664-9054 35.609704 -80.796309 Active, Potable 710 NW
WSW-13 Diane M. Edwards 117 Brigadoon Drive
Mooresville, NC 28115 704-799-1766 35.609553 -80.796831 Active, Potable 800 NW
WSW-14 Brandon Miller &
Laura Brosseau Revocable Trust
106 Brigadoon Drive
Mooresville, NC 28115 Unknown 35.609469 -80.796426 Active, Potable 680 NW
WSW-15 Rebecca A. Solarczyk 159 Scotland Drive
Mooresville, NC 28115 Unknown 35.610468 -80.796273 Active, Potable 900 NW
WSW-16 Jack S. & Laura L. Decker 126 Brigadoon Drive
Mooresville, NC 28115 704-360-4274 35.610701 -80.796296 Active, Potable 990 NW
WSW-18 Matthew P. & Amanda Ver Meer 142 Scotland Drive
Mooresville, NC 28115 Unknown 35.610048 -80.796906 Active, Potable 920 NW
WSW-30 Warren E. Jr. and Lee B. Benson 168 Scotland Drive
Mooresville, NC 28115 Unknown 35.609748 -80.795615 Active, Potable 580 NW
WSW-31 Robert D. Nantz & Jean N. Walkup 951 Mt. Ulla Highway
Mooresville, NC 28115 704-663-1005 35.608618 -80.792651 Active, Potable 580 E
WSW-32 MP Leasing LLLP 899 Mt. Ulla Highway
Mooresville, NC 28115 704-664-4926 35.60768 -80.793174 Active, Potable 480 SE
Page 5 of 18
TABLE 4
PUBLIC AND PRIVATE WATER SUPPLY WELL INFORMATION
Former General Store (Incident No.: 14249, UST #: MO-4402)
861 Oakridge Farm Highway, Mooresville, Iredell County, North Carolina
S&ME Project # 4305-18-195A
Well #Well Owner Property Address Phone
Number
Latitude
(decimal)
Longitude
(decimal)Well Use
Distance (ft) /
Direction from
Source
WSW-33 MP Leasing LLLP 889 Mt. Ulla Highway
Mooresville, NC 28115 704-664-4926 35.607207 -80.793222 Active, Potable 585 SE
WSW-34 Mark H. & Julie O. Greene 881 Mt. Ulla Highway
Mooresville, NC 28115 Unknown 35.606788 -80.793464 Active, Potable 670 SE
WSW-35 Diana K. Welch 896 Mt. Ulla Highway
Mooresville, NC 28115 704-660-0252 35.607348 -80.792033 Active, Potable 840 SE
WSW-36 Johnny F. Lowe, et al.890 Mt. Ulla Highway
Mooresville, NC 28115 Unknown 35.607137 -80.792128 Active, Potable 840 SE
WSW-37 Mildred H. & Melissa Mangum 886 Mt. Ulla Highway
Mooresville, NC 28115 Unknown 35.606878 -80.792233 Active, Potable 880 SE
WSW-38 Gilbert C. Sherrill 882 Mt. Ulla Highway
Mooresville, NC 28115 Unknown 35.606623 -80.792379 Active, Potable 910 SE
WSW-39 James T. Jr. & Randi H. Williams 118 Bright Star Circle
Mooresville, NC 28115 Unknown 35.609195 -80.795211 Active, Potable 350 NW
NOTES:
Parcel information obtained from Iredell County GIS website (https://iredell.connectgis.com/Map.aspx)
Water supply well information obtained Mobile Multi-Phase Extraction and Ground Water Monitoring Report by Geologic Resources, Inc., dated December 5, 2017
Well depths and diameters are unknown
Latitude/Longitude information obtained from Google Earth
Page 6 of 18
TABLE 5
WELL CONSTRUCTION AND LIQUID LEVEL DATA
Former General Store (Incident No.: 14249, UST #: MO-4402)
861 Oakridge Farm Highway, Mooresville, Iredell County, North Carolina
S&ME Project # 4305-18-195A
Well
ID
Date
Installed
Well
Casing
Diameter
(in)
Well
Casing
Depth
(ft BGS)
Screen
Interval
(ft-BGS)
Depth
of Well
(ft-BGS)
Top of
Casing
Elevation*
(ft)
Date
Water Level
Measured
Depth to
Product from
Top of
Casing (ft)
Depth to
Water from
Top of
Casing (ft)
Free Product
Thickness**
(ft)
Groundwater
Elevation*
(ft)
05/09/16 NM 13.57 NA 84.86
05/02/17 NM 15.49 NA 82.94
10/24/17 NM 17.72 NA 80.71
09/07/18 NM 15.32 NA 83.11
09/12/19 NM 14.86 NA 83.57
09/29/15 NM 5.56 NA 92.22
05/09/16 NM 5.82 NA 91.96
09/29/15 NM 15.75 NA 78.55
05/09/16 NM 9.56 NA 84.74
05/09/16 NM 14.66 NA 84.52
05/02/17 NM 16.83 NA 82.35
10/24/17 NM 18.31 NA 80.87
09/07/18 NM 16.35 NA 82.83
09/12/19 NM 15.47 NA 83.71
MW-5 12/04/96 2.0 2.0 2.0 to 12.0 12.0 85.69 05/09/16 NM 2.61 NA 83.08
05/09/16 NM 11.41 NA 84.63
05/02/17 NM 13.11 NA 82.93
10/24/17 Sheen 15.64 NA 80.40
09/07/18 NM 13.20 NA 82.84
09/29/15 NM 19.37 NA 81.56
05/09/16 NM 16.99 NA 83.94
05/09/16 NM 12.56 NA 84.95
05/02/17 NM 14.43 NA 83.08
10/24/17 NM 14.69 NA 82.82
09/07/18 NM 14.38 NA 83.13
09/12/19 NM 13.82 NA 83.69
2.0
MW-3 12/04/96 2.0
2.007/17/96MW-1 8.08.0
MW-2 12/03/96 9.0 9.0
8.0 8.0
MW-6 01/28/97 2.0 9.0 9.0
9.09.02.012/04/96MW-4
MW-7 05/12/97 2.0 10.0 10.0 to 20.0 20.0 100.93
98.4318.018.0to
99.1819.019.0to
to 19.0 19.0 96.04
to 19.0 19.0 97.78
18.0 94.30to18.0
to 15.0 15.0 97.51MW-8 01/13/98 2.0 5.0 5.0
Page 7 of 18
TABLE 5
WELL CONSTRUCTION AND LIQUID LEVEL DATA
Former General Store (Incident No.: 14249, UST #: MO-4402)
861 Oakridge Farm Highway, Mooresville, Iredell County, North Carolina
S&ME Project # 4305-18-195A
Well
ID
Date
Installed
Well
Casing
Diameter
(in)
Well
Casing
Depth
(ft BGS)
Screen
Interval
(ft-BGS)
Depth
of Well
(ft-BGS)
Top of
Casing
Elevation*
(ft)
Date
Water Level
Measured
Depth to
Product from
Top of
Casing (ft)
Depth to
Water from
Top of
Casing (ft)
Free Product
Thickness**
(ft)
Groundwater
Elevation*
(ft)
05/09/16 NM 5.70 NA 82.69
05/02/17 NM 5.93 NA 82.46
10/24/17 NM 9.97 NA 78.42
09/07/18 NM 7.55 NA 80.84
09/12/19 NM 9.12 NA 79.27
MW-9 02/10/98 2.0 2.0 2.0 to 12.0 12.0 88.39
Page 8 of 18
TABLE 5
WELL CONSTRUCTION AND LIQUID LEVEL DATA
Former General Store (Incident No.: 14249, UST #: MO-4402)
861 Oakridge Farm Highway, Mooresville, Iredell County, North Carolina
S&ME Project # 4305-18-195A
Well
ID
Date
Installed
Well
Casing
Diameter
(in)
Well
Casing
Depth
(ft BGS)
Screen
Interval
(ft-BGS)
Depth
of Well
(ft-BGS)
Top of
Casing
Elevation*
(ft)
Date
Water Level
Measured
Depth to
Product from
Top of
Casing (ft)
Depth to
Water from
Top of
Casing (ft)
Free Product
Thickness**
(ft)
Groundwater
Elevation*
(ft)
05/09/16 NM 4.41 NA 82.93
05/02/17 NM 4.64 NA 82.70
05/09/16 NM 7.26 NA 84.34
05/02/17 NM 8.52 NA 83.08
10/24/17 NM 11.64 NA 79.96
09/07/18 NM 9.17 NA 82.43
09/12/19 NM 9.61 NA 81.99
05/09/16 NM 13.53 NA 85.03
05/02/17 NM 15.37 NA 83.19
10/24/17 NM 17.68 NA 80.88
09/07/18 NM 15.24 NA 83.32
09/12/19 NM 14.77 NA 83.79
09/29/15 NM 17.51 NA 80.74
05/09/16 NM 13.38 NA 84.87
05/09/16 NM 13.12 NA NA
05/02/17 NM 15.01 NA NA
10/24/17 Sheen 17.23 NA NA
09/07/18 NM 14.90 NA NA
09/07/18 NM 14.32 NA NA
NOTES:
* : Reference Point for Elevation Measurements:Benchmark Datum:Arbitrary Benchmark Benchmark Elevation: 100 ft
Assumed or Measured:Assumed
** : If Free Product is present in a well, groundwater elevation should be calculated by: [Top of Casing Elevation - Depth to Water] + [free product thickness x 0.8581]
ft-BGS = feet below ground surface NM = Not Measured NA = Not Applicable
to 14.0 14.0 87.34
MW-11 06/25/04 2.0
MW-10 06/25/04 2.0 4.0 4.0
DMW-1 12/03/96 2.0 47.7 47.7 to 52.7 52.7 98.25
to 37.0 37.0 NM
91.60
MW-12 06/25/04 2.0 10.0 10.0 to 20.0 20.0 98.56
5.0 5.0 to 15.0 15.0
RW-1 01/13/98 4.0 7.0 7.0
Page 9 of 18
TABLE 6
SUMMARY OF GROUNDWATER SAMPLING RESULTS
Former General Store (Incident No.: 14249, UST #: MO-4402)
861 Oakridge Farm Highway, Mooresville, Iredell County, North Carolina
S&ME Project # 4305-18-195A
Standard Method 6200B or equivalent
Well
ID
Date
Collected
6,000 1 70 70 0.02 6.00 0.4 600 70 25 20 6 70 600 400 400 500
6,000,000 5,000 6,900 8,500 50 6,000 400 84,500 25,000 11,700 20,000 6,000 30,000 260,000 28,500 25,000 85,500Total Xylenesp-IsopropyltolueneMethyl tert-butyl etherNaphthaleneIsopropylbenzene1,2,4-Trimethylbenzene1,3,5-Trimethylbenzenen-PropylbenzeneTolueneAnalytical Method →
GCL (µg/L)
Contaminant of Concern →
2L Standard (µg/L) Styrene4-Methyl-2-pentanone Methylene Chloride2-Hexanone2-Butanone Ethylbenzene1,2-Dichloroethane1,2-Dibromethane1,4-Dichlorobenzenen-ButylbenzeneBenzenesec-ButylbenzeneAcetone05/09/16 ---8,740 ---135 J ---------163 J 4,550 ---352 < 63 540 ------1,110 776 ---38,500 5,640 1,450 25,000
05/02/17 ---3,890 ---< 46 ---------90.9 J 608 ---< 44 < 43 139 J ------529 J 57.5 J ---15,700 1,320 331 9,090
10/24/17 ---3,010 ---< 25 ---------57.6 J 2,020 ---148 < 25 285 ------723 225 ---24,100 2,420 661 16,500
09/10/18 < 10,000 3,200 32 J < 100 130 < 100 < 200 1,600 ---110 < 100 280 ------1,300 130 ---20,000 3,100 890 17,200
9/12/2019 < 12,000 2,800 640 J < 120 < 120 98 J <120 < 250 2,600 < 1,200 130 < 120 300 < 1,200 < 1,200 2,000 160 < 120 27,000 2,400 660 17,500
09/29/15 ---< 0.17 ---< 0.14 ---------< 0.16 < 0.15 ---< 0.12 < 0.12 < 0.16 ------< 0.12 < 0.16 ---0.20 J < 0.14 < 0.14 < 0.43
05/09/16 ---< 0.13 ---< 0.13 ---------< 0.13 < 0.13 ---< 0.13 < 0.13 < 0.13 ------< 0.13 < 0.13 ---< 0.13 < 0.13 < 0.13 < 0.31
09/29/15 ---0.21 J ---< 0.14 ---------< 0.16 0.29 J ---< 0.12 < 0.12 < 0.16 ------< 0.12 < 0.16 ---1.6 0.31 J < 0.14 < 0.43
05/09/16 ---< 0.13 ---< 0.13 ---------< 0.13 < 0.13 ---< 0.13 < 0.13 < 0.13 ------< 0.13 < 0.13 ---< 0.13 < 0.13 < 0.13 < 0.31
05/09/16 ---2.1 ---0.32 J ---------< 0.13 0.69 ---0.79 2.3 < 0.13 ------28.4 0.52 ---0.24 J 53.9 4.9 34.3
05/02/17 ---< 0.31 ---< 0.23 ---------< 0.31 < 0.36 ---< 0.22 < 0.21 < 0.23 ------< 1.0 < 0.29 ---< 0.30 < 0.32 < 0.27 < 0.72
10/24/17 ---< 0.13 ---< 0.13 ---------< 0.13 < 0.13 ---< 0.13 < 0.13 < 0.13 ------1.3 < 0.13 ---< 0.13 3.2 0.46 J 0.77 J
09/10/18 16 J < 0.50 ---< 0.50 < 0.50 < 0.50 0.38 J < 1.0 < 0.50 ---< 0.50 < 0.50 < 0.50 ------< 5.0 < 0.50 ---< 0.50 < 0.50 < 0.50 < 1.5
9/12/2019 < 50 < 0.50 < 5.0 < 0.50 0.29 J < 0.50 < 1.0 0.29 J < 5.0 0.48 J 0.45 J < 0.50 < 5.0 < 5.0 9.6 0.49 J < 0.50 < 0.50 1.2 1.5 2.1
MW-5 05/09/16 ---< 0.13 ---< 0.13 ---------< 0.13 < 0.13 ---< 0.13 < 0.13 < 0.13 ------< 0.13 < 0.13 ---< 0.13 < 0.13 < 0.13 < 0.31
05/09/16 ---8,980 ---491 ---------61.3 J 4,260 ---635 404 < 31 ------2,900 1,150 ---7,550 5,970 2,270 18,400
05/02/17 ---5,950 ---< 23 ---------50.8 J 807 ---52.1 J < 21 < 23 ------352 J 86.3 J ---900 523 171 3,260
10/24/17 ---5,550 ---61.4 ---------37.9 954 ---119 60.7 < 2.5 ------782 202 ---954 1,620 480 5,440
09/10/18 < 2,500 3,500 ---20 J 16 J < 25 < 25 < 50 950 ---62 16 J < 25 ------430 76 ---4,400 600 170 4,200
09/29/15 ---< 0.17 ---< 0.14 ---------< 0.16 < 0.15 ---< 0.12 < 0.12 < 0.16 ------< 0.16 < 0.16 ---0.22 J < 0.14 < 0.14 < 0.43
05/09/16 ---< 0.13 ---< 0.13 ---------< 0.13 < 0.13 ---< 0.13 < 0.13 < 0.13 ------< 0.13 < 0.13 ---< 0.13 < 0.13 < 0.13 < 0.31
05/09/16 ---459 ---15.5 J ---------13.7 J 419 ---54.5 67.9 < 6.3 ------355 45.4 ---2,610 1,840 795 3,980
05/02/17 ---2,860 ---< 12 ---------41.2 J 1,050 ---68.1 < 11 < 11 ------99.8 J 70.6 ---10,700 874 308 6,140
10/24/17 ---1,110 ---< 3.1 ---------12.9 J 180 ---8.4 J < 3.1 < 3.1 ------72.3 J 7.1 J ---3,280 93 36.4 1,130
09/10/18 < 2,500 930 ---< 25 < 25 < 25 < 25 < 50 330 ---18 J < 25 < 25 ------300 16 J ---4,000 230 83 1,950
9/12/2019 < 5,000 200 < 500 < 50 < 50 < 50 < 100 500 200 J 30 J < 50 < 50 < 500 < 500 740 28 J 31 J 4,200 520 200 3,500
05/09/16 ---169 ---7.2 ---------2.7 J 14.0 ---2.4 J 3.5 J < 1.3 ------5.5 5.5 ---305 76.1 41.4 128
05/02/17 ---7.6 ---< 0.23 ---------< 0.31 1.9 ---< 0.22 < 0.21 < 0.23 ------< 1.0 < 0.29 ---36.5 3.1 4.4 27.5
10/24/17 ---377 ---< 1.3 ---------< 0.13 30.0 ---< 1.3 < 1.3 < 1.3 ------< 1.3 < 1.3 ---874 16.2 26.6 382
09/10/18 < 100 52 ---0.38 J < 1.0 < 1.0 < 1.0 < 2.0 5.1 ---0.46 J 0.34 J < 1.0 ------< 10 0.46 J ---120 11 7.9 62
9/12/2019 < 50 84 < 5.0 0.46 J 0.42 J < 0.50 1.2 8.7 < 5.0 0.77 0.56 < 0.50 0.43 J < 5.0 4.8 J 0.74 < 0.50 170 14 12 68
05/09/16 ---< 0.13 ---< 0.13 ---------< 0.13 < 0.13 ---< 0.13 < 0.13 < 0.13 ------< 0.13 < 0.13 ---< 0.13 < 0.13 < 0.13 < 0.31
05/02/17 ---< 0.31 ---< 0.23 ---------< 0.31 < 0.36 ---< 0.22 < 0.21 < 0.23 ------< 1.0 < 0.29 ---< 0.30 < 0.32 < 0.27 < 0.72MW-10
MW-7
MW-3
MW-2
MW-1
MW-4
MW-6
MW-8
MW-9
Page 1 of 2
TABLE 6
SUMMARY OF GROUNDWATER SAMPLING RESULTS
Former General Store (Incident No.: 14249, UST #: MO-4402)
861 Oakridge Farm Highway, Mooresville, Iredell County, North Carolina
S&ME Project # 4305-18-195A
Standard Method 6200B or equivalent
Well
ID
Date
Collected
6,000 1 70 70 0.02 6.00 0.4 600 70 25 20 6 70 600 400 400 500
6,000,000 5,000 6,900 8,500 50 6,000 400 84,500 25,000 11,700 20,000 6,000 30,000 260,000 28,500 25,000 85,500Total Xylenesp-IsopropyltolueneMethyl tert-butyl etherNaphthaleneIsopropylbenzene1,2,4-Trimethylbenzene1,3,5-Trimethylbenzenen-PropylbenzeneTolueneAnalytical Method →
GCL (µg/L)
Contaminant of Concern →
2L Standard (µg/L) Styrene4-Methyl-2-pentanone Methylene Chloride2-Hexanone2-Butanone Ethylbenzene1,2-Dichloroethane1,2-Dibromethane1,4-Dichlorobenzenen-ButylbenzeneBenzenesec-ButylbenzeneAcetone05/09/16 ---4,600 ---< 63 ---------< 63 625 ---< 63 < 63 < 63 ------84.6 J < 63 ---13,700 574 245 J 5,670
05/02/17 ---272 ---< 1.2 ---------< 1.6 19.0 ---1.3 J < 1.1 < 1.1 ------< 5.0 1.7 J ---659 27.4 19.1 259
10/24/17 ---4,640 ---< 31 ---------< 31 349 ---< 31 < 31 < 31 ------188 J < 31 ---13,000 140 76.7 J 3,240
09/10/18 < 10,000 2,800 ---< 100 < 100 < 100 < 100 < 200 300 ---< 100 < 100 < 100 ------770 J < 100 ---7,400 250 110 2,800
9/12/2019 < 5,000 4,900 < 500 < 50 < 50 < 50 < 100 1,100 < 500 40 J < 50 < 50 < 500 < 500 570 39 J < 5 9,500 400 130 6,000
05/09/16 ---4,120 ---77.3 ---------< 13 1,130 ---109 50.4 < 13 ------1,010 238 ---71.6 1,080 30.0 J 1,140
05/02/17 ---3,360 ---74.4 ---------< 16 616 ---79.8 50.3 < 11 ------687 177 ---709 650 153 1,630
10/24/17 ---2,910 ---9.3 ---------< 1.3 476 ---35.2 9.8 < 1.3 ------333 56.9 ---258 266 67.4 1,250
09/10/18 < 1,000 1,300 ---33 22 < 10 < 10 < 20 500 ---40 19 < 10 ------400 71 ---38 420 88 1,009
9/12/2019 < 2,500 1,400 < 250 13 J 12 J < 25 < 50 570 < 250 37 < 25 < 25 < 250 < 250 450 57 < 25 54 300 66 1,226
09/29/15 ---< 0.17 ---< 0.14 ---------< 0.16 < 0.15 ---< 0.12 < 0.12 < 0.16 ------< 0.16 < 0.16 ---< 0.17 < 0.14 < 0.14 < 0.43
05/09/16 ---< 0.13 ---< 0.13 ---------< 0.13 < 0.13 ---< 0.13 < 0.13 < 0.13 ------< 0.13 < 0.13 ---< 0.13 < 0.13 < 0.13 < 0.31
05/09/16 ---5,540 ---98.4 J ---------96.0 J 3,550 ---294 48.7 J < 31 ------997 566 ---26,900 4,570 1,220 20,700
05/02/17 ---1,870 ---31.1 J ---------24.4 J 1,790 ---169 19.9 J < 11 ------593 302 ---14,100 2,740 733 12,600
10/24/17 ---4,380 ---< 31 ---------48.1 J 2,090 ---165 < 31 < 31 ------1,110 271 ---32,000 2,760 732 16,200
09/10/18 < 5,000 1,400 ---25 J 14 J 52 < 50 < 100 540 ---56 19 J < 50 ------580 71 ---6,200 1,400 530 5,900
9/12/2019 < 1,000 310 < 100 16 8.6 J < 10 ---< 20 360 110 68 8.4 J < 10 < 100 44 J 150 120 < 10 760 810 290 2,380
09/10/18 11 < 0.50 ---< 0.50 < 0.50 < 0.50 9.4 < 1.0 < 0.50 ---< 0.50 < 0.50 < 0.50 ------< 5.0 < 0.50 ---< 0.50 < 0.50 < 0.50 < 1.5
9/12/2019 5.8 J < 0.50 < 5.0 < 0.50 < 0.50 < 0.50 ---< 1.0 < 0.50 < 5.0 < 0.50 < 0.50 < 0.50 4.7 J < 5.0 < 5.0 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 1.5
Notes:
Analytes that are not shown for the method were not detected.
Concentrations are reported in micrograms per liter (µg/L).
2L Standard : North Carolina Groundwater Quality Standards: 15A NCAC 2L.0202
GCL : Gross Contaminantion Level
--- : Not previously reported
VALUE Concentrations exceed the laboratory's reporting limits
VALUE Concentrations exceed the 2L Standards
VALUE Concentrations exceed the GCLs
DMW-1
MW-11
MW-12
Field Blank
RW-1
Page 2 of 2

Appendix III – Field Data Sheets

Hours Mileage Signature of S&ME Personnel
9.5 150

S&ME, Inc. | www.smeinc.com
Environmental Field Report
Date:
9-12-19
Job Number:
4305-18-195A
Project Name:
TF-14249 General Store
Weather/Temperature:
Sunny, 85 °F
Project Location:
126 South Big Horse Creek Road, Lansing, NC
Notes By:

Present at the Site:
Gary Simcox

Arrived on site at 0650 hours
I calibrated the pH/conductivity meter before starting. RW-1 was purged and sampled with a submersible pump.
The other monitor wells were purged and sampled with new disposable bailers and nylon rope. I used the DI water
and bottles provided by the lab to collect the Field Blank. MW-9 and MW-11 are in a field across the highway. The
vegetation in the field is approximately three to four feet high. It took me about thirty minutes to locate both
wells.
MW-6 has been damaged and couldn’t be sampled. The water level probe bottomed out at 11.1’ from top of
casing and the well was dry. I abandoned MW-3 and MW-6 in accordance with 15A NCAC 02C .0100 Well
Construction Standard.
Off site at 1300 hours

Attachments:
Field Sampling Forms, Chain of Custody, photos, Well Abandonment Forms

Equipment Used
Water level meter
Disposable plastic bailer
pH/conductivity meter
Metal detector
Submersible Pump
° F
Date Time
9/12/19 07:15 4.0 10.0
9/12/19 07:15 µS/cm
14.86 ft-TOC inch
18.10 ft-TOC gal
3.24 feet gal
10 ft-GRD gal
-0.35 ft-GRD
09:40 End Time:
gal
Time pH
Temp
Cond Turbidity

(s.u.)(°C) µS/cm (NTU)
09:45 5.5 23.5 85
09:50 5.4 23.3 101
09:55
Qty Container Pres.Qty Pres.
3 40mL VOAs HCl
(1)
Notes:
Form Revision Date:
Gary Simcox 9/12/2019
9/13/17 8:00 AM
Name Signature Date
Analytical Data
Method Method Container
VOC 6200B
Sample Method:Bailer Sample Time:
(Gal)
0.8 Petroleum Odors
1.6 Petroleum Odors
Total Volume Purged:1.6 Well Purged Dry?:No
Field Parameters
Cumulative Volume Comments
Screen Length:5 * Well Volume 2.6
Stickup Height:
Well Purging Information
Purge Method:Bailer Purge Start Time:09:50
Total Well Depth:Well Volume 0.5
Height of Water Column:3 * Well Volume 1.6
Water Level & Well Data
Measuring Point:Top of Casing Well Volume
Depth to Water:Well Diameter 2
pH 4.00, 7.00, 10.00 7.0
Conductivity 1,415 1,415 µS/cm
Weather:Sunny Air Temp:85
Equipment Calibration Information:
Equipment Calibration Solution Calibration Check
Locked?:Yes Sample Date:September 12, 2019
Sampled By:Gary Simcox Sample Time:9:55
Project Number:4305-18-195A Purge Date:September 12, 2019
Source Well:MW-1 Purge Time (Min.):10
GROUNDWATER SAMPLING FORM
Project Name:TF-14249 General Store
Project Location:861 Oak Ridge Hwy, Mooresville, NC
° F
Date Time
9/12/19 07:15 4.0 10.0
9/12/19 07:15 µS/cm
15.47 ft-TOC inch
18.70 ft-TOC gal
3.23 feet gal
10 ft-GRD gal
-0.35 ft-GRD
10:15 End Time:
gal
Time pH
Temp
Cond Turbidity

(s.u.)(°C) µS/cm (NTU)
10:20 5.4 21.9 74
10:25 5.4 21.8 82
10:30
Qty Container Pres.Qty Pres.
3 40mL VOAs HCl
(1)
Notes:
Form Revision Date:
Gary Simcox 9/12/2019
9/13/17 8:00 AM
Name Signature Date
Analytical Data
Method Method Container
VOC 6200B
Sample Method:Bailer Sample Time:
(Gal)
0.8 No Odors
1.6 No Odors
Total Volume Purged:1.6 Well Purged Dry?:No
Field Parameters
Cumulative Volume Comments
Screen Length:5 * Well Volume 2.6
Stickup Height:
Well Purging Information
Purge Method:Bailer Purge Start Time:10:25
Total Well Depth:Well Volume 0.5
Height of Water Column:3 * Well Volume 1.6
Water Level & Well Data
Measuring Point:Top of Casing Well Volume
Depth to Water:Well Diameter 2
pH 4.00, 7.00, 10.00 7.0
Conductivity 1,415 1,415 µS/cm
Weather:Sunny Air Temp:85
Equipment Calibration Information:
Equipment Calibration Solution Calibration Check
Locked?:Yes Sample Date:September 12, 2019
Sampled By:Gary Simcox Sample Time:10:30
Project Number:4305-18-195A Purge Date:September 12, 2019
Source Well:MW-4 Purge Time (Min.):10
GROUNDWATER SAMPLING FORM
Project Name:TF-14249 General Store
Project Location:861 Oak Ridge Hwy, Mooresville, NC
° F
Date Time
9/12/19 07:15 4.0 10.0
9/12/19 07:15 µS/cm
13.82 ft-TOC inch
15.00 ft-TOC gal
1.18 feet gal
10 ft-GRD gal
-0.35 ft-GRD
08:10 End Time:
gal
Time pH
Temp
Cond Turbidity

(s.u.)(°C) µS/cm (NTU)
08:15 6.1 24.5 449
08:15
Qty Container Pres.Qty Pres.
3 40mL VOAs HCl
(1)
Notes:
Form Revision Date:
5Purge Time (Min.):
GROUNDWATER SAMPLING FORM
Project Name:
Project Location:
Project Number:
Source Well:
TF-14249 General Store
861 Oak Ridge Hwy, Mooresville, NC
4305-18-195A
MW-8
Purge Date:September 12, 2019
VOC 6200B
Analytical Data
Method Method
Grabbed a sample because the well only had 1.18' of water column.
9/13/17 8:00 AM
Name Signature
Gary Simcox
Date
9/12/2019
Container
Sample Method:Sample Time:Bailer
0.5 Petroleum Odors
Total Volume Purged:0.5 Well Purged Dry?:Yes
Field Parameters
Cumulative Volume Comments
(Gal)
Stickup Height:
Well Purging Information
Purge Method:Bailer Purge Start Time:08:15
Total Well Depth:Well Volume
Height of Water Column:3 * Well Volume
Screen Length:5 * Well Volume
0.2
0.6
1.0
Water Level & Well Data
Measuring Point:Top of Casing Well Volume
Depth to Water:Well Diameter
Conductivity 1,415 1,415
7.0
µS/cm
2
Equipment Calibration Information:
Equipment Calibration Solution Calibration Check
pH 4.00, 7.00, 10.00
Air Temp:
September 12, 2019
85
8:15Sample Time:
Sample Date:
Weather:
Locked?:
Sampled By:
Yes
Gary Simcox
Sunny
° F
Date Time
9/12/19 07:15 4.0 10.0
9/12/19 07:15 µS/cm
9.12 ft-TOC inch
12.40 ft-TOC gal
3.28 feet gal
10 ft-GRD gal
-0.35 ft-GRD
12:15 End Time:
gal
Time pH
Temp
Cond Turbidity

(s.u.)(°C) µS/cm (NTU)
12:20 6.2 18.8 255
12:25 6.3 18.9 256
12:30
Qty Container Pres.Qty Pres.
3 40mL VOAs HCl
(1)
Notes:
Form Revision Date:
Gary Simcox 9/12/2019
9/13/17 8:00 AM
Name Signature Date
Analytical Data
Method Method Container
VOC 6200B
Sample Method:Bailer Sample Time:
(Gal)
0.8 Petroleum Odors
1.6 Petroleum Odors
Total Volume Purged:1.6 Well Purged Dry?:No
Field Parameters
Cumulative Volume Comments
Screen Length:5 * Well Volume 2.7
Stickup Height:
Well Purging Information
Purge Method:Bailer Purge Start Time:12:25
Total Well Depth:Well Volume 0.5
Height of Water Column:3 * Well Volume 1.6
Water Level & Well Data
Measuring Point:Top of Casing Well Volume
Depth to Water:Well Diameter 2
pH 4.00, 7.00, 10.00 7.0
Conductivity 1,415 1,415 µS/cm
Weather:Sunny Air Temp:85
Equipment Calibration Information:
Equipment Calibration Solution Calibration Check
Locked?:Yes Sample Date:September 12, 2019
Sampled By:Gary Simcox Sample Time:12:30
Project Number:4305-18-195A Purge Date:September 12, 2019
Source Well:MW-9 Purge Time (Min.):10
GROUNDWATER SAMPLING FORM
Project Name:TF-14249 General Store
Project Location:861 Oak Ridge Hwy, Mooresville, NC
° F
Date Time
9/12/19 07:15 4.0 10.0
9/12/19 07:15 µS/cm
9.61 ft-TOC inch
15.30 ft-TOC gal
5.69 feet gal
10 ft-GRD gal
-0.35 ft-GRD
11:35 End Time:
gal
Time pH
Temp
Cond Turbidity

(s.u.)(°C) µS/cm (NTU)
11:40 6.0 19.6 325
11:45 6.0 19.4 326
11:50 6.0 19.3 326
11:55
Qty Container Pres.Qty Pres.
3 40mL VOAs HCl
(1)
Notes:
Form Revision Date:
Gary Simcox 9/12/2019
9/13/17 8:00 AM
Name Signature Date
Analytical Data
Method Method Container
VOC 6200B
Sample Method:Bailer Sample Time:
(Gal)
1.0 Petroleum Odors
2.0 Petroleum Odors
3.0 Petroleum Odors
Total Volume Purged:3.0 Well Purged Dry?:No
Field Parameters
Cumulative Volume Comments
Screen Length:5 * Well Volume 4.6
Stickup Height:
Well Purging Information
Purge Method:Bailer Purge Start Time:11:50
Total Well Depth:Well Volume 0.9
Height of Water Column:3 * Well Volume 2.8
Water Level & Well Data
Measuring Point:Top of Casing Well Volume
Depth to Water:Well Diameter 2
pH 4.00, 7.00, 10.00 7.0
Conductivity 1,415 1,415 µS/cm
Weather:Sunny Air Temp:85
Equipment Calibration Information:
Equipment Calibration Solution Calibration Check
Locked?:Yes Sample Date:September 12, 2019
Sampled By:Gary Simcox Sample Time:11:55
Project Number:4305-18-195A Purge Date:September 12, 2019
Source Well:MW-11 Purge Time (Min.):15
GROUNDWATER SAMPLING FORM
Project Name:TF-14249 General Store
Project Location:861 Oak Ridge Hwy, Mooresville, NC
° F
Date Time
9/12/19 07:15 4.0 10.0
9/12/19 07:15 µS/cm
14.77 ft-TOC inch
20.10 ft-TOC gal
5.33 feet gal
10 ft-GRD gal
-0.35 ft-GRD
10:45 End Time:
gal
Time pH
Temp
Cond Turbidity

(s.u.)(°C) µS/cm (NTU)
10:50 5.9 22.3 360
10:55 5.9 21.8 379
11:00 6.0 21.7 580
11:05
Qty Container Pres.Qty Pres.
3 40mL VOAs HCl
(1)
Notes:
Form Revision Date:
Gary Simcox 9/12/2019
9/13/17 8:00 AM
Name Signature Date
Analytical Data
Method Method Container
VOC 6200B
Sample Method:Bailer Sample Time:
(Gal)
1.0 Petroleum Odors
2.0 Petroleum Odors
3.0 Petroleum Odors
Total Volume Purged:3.0 Well Purged Dry?:No
Field Parameters
Cumulative Volume Comments
Screen Length:5 * Well Volume 4.3
Stickup Height:
Well Purging Information
Purge Method:Bailer Purge Start Time:11:00
Total Well Depth:Well Volume 0.9
Height of Water Column:3 * Well Volume 2.6
Water Level & Well Data
Measuring Point:Top of Casing Well Volume
Depth to Water:Well Diameter 2
pH 4.00, 7.00, 10.00 7.0
Conductivity 1,415 1,415 µS/cm
Weather:Sunny Air Temp:85
Equipment Calibration Information:
Equipment Calibration Solution Calibration Check
Locked?:Yes Sample Date:September 12, 2019
Sampled By:Gary Simcox Sample Time:11:05
Project Number:4305-18-195A Purge Date:September 12, 2019
Source Well:MW-12 Purge Time (Min.):15
GROUNDWATER SAMPLING FORM
Project Name:TF-14249 General Store
Project Location:861 Oak Ridge Hwy, Mooresville, NC
° F
Date Time
9/12/19 07:15 4.0 10.0
9/12/19 07:15 µS/cm
14.32 ft-TOC inch
37.00 ft-TOC gal
22.68 feet gal
10 ft-GRD gal
-0.35 ft-GRD
08:30 End Time:
gal
Time pH
Temp
Cond Turbidity

(s.u.)(°C) µS/cm (NTU)
08:40 6.2 21.1 336
08:50 6.1 21.4 325
09:00 6.1 21.3 320
09:10 6.0 22.3 253
09:20 6.0 22.1 240
09:20
Qty Container Pres.Qty Pres.
3 40mL VOAs HCl
(1)
Notes:
Form Revision Date:
Gary Simcox 9/12/2019
9/13/17 8:00 AM
Name Signature Date
Analytical Data
Method Method Container
VOC 6200B
Sample Method:Submersible Pump Sample Time:
35.0 Petroleum Odors
45.0 Petroleum Odors
(Gal)
5.0 Petroleum Odors
15.0 Petroleum Odors
25.0 Petroleum Odors
Total Volume Purged:45.0 Well Purged Dry?:No
Field Parameters
Cumulative Volume Comments
Screen Length:5 * Well Volume 74.0
Stickup Height:
Well Purging Information
Purge Method:Submersible Pump Purge Start Time:09:20
Total Well Depth:Well Volume 14.8
Height of Water Column:3 * Well Volume 44.4
Water Level & Well Data
Measuring Point:Top of Casing Well Volume
Depth to Water:Well Diameter 4
pH 4.00, 7.00, 10.00 7.0
Conductivity 1,415 1,415 µS/cm
Weather:Sunny Air Temp:85
Equipment Calibration Information:
Equipment Calibration Solution Calibration Check
Locked?:Yes Sample Date:September 12, 2019
Sampled By:Gary Simcox Sample Time:9:20
Project Number:4305-18-195A Purge Date:September 12, 2019
Source Well:RW-1 Purge Time (Min.):50
GROUNDWATER SAMPLING FORM
Project Name:TF-14249 General Store
Project Location:861 Oak Ridge Hwy, Mooresville, NC
WELL ABANDONMENT RECORD
Form GW-30 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016
1.Well Contractor Information:
Well Contractor Name (or well owner personally abandoning well on his/her property)
NC Well Contractor Certification Number
Company Name
2.Well Construction Permit #:
List all applicable well construction permits (i.e. UIC, County, State, Variance, etc.) if known
3.Well use (check well use):
Water Supply Well:
□Agricultural □Municipal/Public
□Geothermal (Heating/Cooling Supply)□Residential Water Supply (single)
□Industrial/Commercial □Residential Water Supply (shared)
□Irrigation
Non-Water Supply Well:
□Monitoring □Recovery
Injection Well:
□Aquifer Recharge □Groundwater Remediation
□Aquifer Storage and Recovery □Salinity Barrier
□Aquifer Test □Stormwater Drainage
□Experimental Technology □Subsidence Control
□Geothermal (Closed Loop)□Tracer
□Geothermal (Heating/Cooling Return) □Other (explain under 7g)
4. Date well(s) abandoned:
5a. Well location:
Facility/Owner Name Facility ID# (if applicable)
Physical Address, City, and Zip
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
N W
CONSTRUCTION DETAILS OF WELL(S) BEING ABANDONED
Attach well construction record(s) if available. For multiple injection or non-water supply wells
ONLY with the same construction/abandonment, you can submit one form.
6a. Well ID#:
6b. Total well depth: (ft.)
6c. Borehole diameter: (in.)
6d. Water level below ground surface: (ft.)
6e. Outer casing length (if known): (ft.)
6f. Inner casing/tubing length (if known): (ft.)
6g. Screen length (if known): (ft.)
WELL ABANDONMENT DETAILS
7a. For Geoprobe/DPT or Closed-Loop Geothermal Wells having the same
well construction/depth, only 1 GW-30 is needed. Indicate TOTAL NUMBER of
wells abandoned:
7b. Approximate volume of water remaining in well(s): (gal.)
FOR WATER SUPPLY WELLS ONLY:
7c. Type of disinfectant used:
7d. Amount of disinfectant used:
7e. Sealing materials used (check all that apply):
□Neat Cement Grout □Bentonite Chips or Pellets
□Sand Cement Grout □Dry Clay
□Concrete Grout □Drill Cuttings
□Specialty Grout □Gravel
□Bentonite Slurry □Other (explain under 7g)
7f. For each material selected above, provide amount of materials used:
7g. Provide a brief description of the abandonment procedure:
8.Certification:
Signature of Certified Well Contractor or Well Owner Date
By signing this form, I hereby certify that the well(s) was (were) abandoned in
accordance with 15A NCAC 02C .0100 or 2C .0200 Well Construction Standards
and that a copy of this record has been provided to the well owner.
9.Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
abandonment details. You may also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
10a. For All Wells: Submit this form within 30 days of completion of well
abandonment to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
10b. For Injection Wells: In addition to sending the form to the address in 10a
above, also submit one copy of this form within 30 days of completion of well
abandonment to the following:
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
10c. For Water Supply & Injection Wells: In addition to sending the form to the
address(es) above, also submit one copy of this form within 30 days of completion
of well abandonment to the county health department of the county where
abandoned.
For Internal Use ONLY:
WELL ABANDONMENT RECORD
Form GW-30 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016
1.Well Contractor Information:
Well Contractor Name (or well owner personally abandoning well on his/her property)
NC Well Contractor Certification Number
Company Name
2.Well Construction Permit #:
List all applicable well construction permits (i.e. UIC, County, State, Variance, etc.) if known
3.Well use (check well use):
Water Supply Well:
□Agricultural □Municipal/Public
□Geothermal (Heating/Cooling Supply)□Residential Water Supply (single)
□Industrial/Commercial □Residential Water Supply (shared)
□Irrigation
Non-Water Supply Well:
□Monitoring □Recovery
Injection Well:
□Aquifer Recharge □Groundwater Remediation
□Aquifer Storage and Recovery □Salinity Barrier
□Aquifer Test □Stormwater Drainage
□Experimental Technology □Subsidence Control
□Geothermal (Closed Loop)□Tracer
□Geothermal (Heating/Cooling Return) □Other (explain under 7g)
4. Date well(s) abandoned:
5a. Well location:
Facility/Owner Name Facility ID# (if applicable)
Physical Address, City, and Zip
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
N W
CONSTRUCTION DETAILS OF WELL(S) BEING ABANDONED
Attach well construction record(s) if available. For multiple injection or non-water supply wells
ONLY with the same construction/abandonment, you can submit one form.
6a. Well ID#:
6b. Total well depth: (ft.)
6c. Borehole diameter: (in.)
6d. Water level below ground surface: (ft.)
6e. Outer casing length (if known): (ft.)
6f. Inner casing/tubing length (if known): (ft.)
6g. Screen length (if known): (ft.)
WELL ABANDONMENT DETAILS
7a. For Geoprobe/DPT or Closed-Loop Geothermal Wells having the same
well construction/depth, only 1 GW-30 is needed. Indicate TOTAL NUMBER of
wells abandoned:
7b. Approximate volume of water remaining in well(s): (gal.)
FOR WATER SUPPLY WELLS ONLY:
7c. Type of disinfectant used:
7d. Amount of disinfectant used:
7e. Sealing materials used (check all that apply):
□Neat Cement Grout □Bentonite Chips or Pellets
□Sand Cement Grout □Dry Clay
□Concrete Grout □Drill Cuttings
□Specialty Grout □Gravel
□Bentonite Slurry □Other (explain under 7g)
7f. For each material selected above, provide amount of materials used:
7g. Provide a brief description of the abandonment procedure:
8.Certification:
Signature of Certified Well Contractor or Well Owner Date
By signing this form, I hereby certify that the well(s) was (were) abandoned in
accordance with 15A NCAC 02C .0100 or 2C .0200 Well Construction Standards
and that a copy of this record has been provided to the well owner.
9.Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
abandonment details. You may also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
10a. For All Wells: Submit this form within 30 days of completion of well
abandonment to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
10b. For Injection Wells: In addition to sending the form to the address in 10a
above, also submit one copy of this form within 30 days of completion of well
abandonment to the following:
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
10c. For Water Supply & Injection Wells: In addition to sending the form to the
address(es) above, also submit one copy of this form within 30 days of completion
of well abandonment to the county health department of the county where
abandoned.
For Internal Use ONLY:

Appendix IV – Laboratory Analytical Reports and Chain of Custody
Forms
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
September 23, 2019
James Wellons
S&ME Inc. Charlotte, NC
9751 Southern Pine Blvd.
Charlotte, NC 28273
Project Location: 861 Oak Ridge Farm Hwy, Mooresville, NC
Client Job Number:
Project Number: 4305-18-195A
Laboratory Work Order Number: 19I0861
Enclosed are results of analyses for samples received by the laboratory on September 17, 2019. If you have any questions
concerning this report, please feel free to contact me.
Sincerely,
Kerry K. McGee
Project Manager
Page 1 of 39
Table of Contents
Table of Contents
Sample Summary 3
Hits Only Report 4
Case Narrative 7
Sample Results 9
19I0861-01 9
19I0861-02 11
19I0861-03 13
19I0861-04 15
19I0861-05 17
19I0861-06 19
19I0861-07 21
19I0861-08 23
Sample Preparation Information 25
QC Data 26
Volatile Organic Compounds by GC/MS 26
B240950 26
B240953 30
Flag/Qualifier Summary 34
Certifications 35
Chain of Custody/Sample Receipt 37
Page 2 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
ANALYTICAL SUMMARY
9/23/2019
S&ME Inc. Charlotte, NC
9751 Southern Pine Blvd.
Charlotte, NC 28273
ATTN: James Wellons
4305-18-195A
19I0861
The results of analyses performed on the following samples submitted to the CON-TEST Analytical Laboratory are found in this report.
PROJECT LOCATION:
PURCHASE ORDER NUMBER:
PROJECT NUMBER:
REPORT DATE:
WORK ORDER NUMBER:
FIELD SAMPLE #LAB ID:MATRIX TESTSAMPLE DESCRIPTION SUB LAB
861 Oak Ridge Farm Hwy, Mooresville, NC
MW-1 19I0861-01 Ground Water SM21-22 6200B
MW-4 19I0861-02 Ground Water SM21-22 6200B
MW-8 19I0861-03 Ground Water SM21-22 6200B
MW-9 19I0861-04 Ground Water SM21-22 6200B
MW-11 19I0861-05 Ground Water SM21-22 6200B
MW-12 19I0861-06 Ground Water SM21-22 6200B
RW-1 19I0861-07 Ground Water SM21-22 6200B
Field Blank 19I0861-08 Field Blank SM21-22 6200B
[TOC_1]Sample Summary[TOC]
Page 3 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
[TOC_1]Hits Only Report[TOC]EXECUTIVE SUMMARY
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
19I0861-01MW-1
DL
1,2,4-Trimethylbenzene 2400 120 g/L SM21-22 6200B45
1,2-Dibromoethane (EDB)98 120 g/L SM21-22 6200BJ48
1,3,5-Trimethylbenzene 660 120 g/L SM21-22 6200B35
2-Butanone (MEK)640 1200 g/L SM21-22 6200BJ480
Benzene 2800 120 g/L SM21-22 6200B45
Ethylbenzene 2600 120 g/L SM21-22 6200B32
Isopropylbenzene (Cumene)130 120 g/L SM21-22 6200B42
m+p Xylene 12000 250 g/L SM21-22 6200B75
Methyl tert-Butyl Ether (MTBE)300 120 g/L SM21-22 6200B62
Naphthalene 2000 1200 g/L SM21-22 6200B78
n-Propylbenzene 160 120 g/L SM21-22 6200B32
o-Xylene 5500 120 g/L SM21-22 6200B42
Toluene 27000 120 g/L SM21-22 6200B35
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
19I0861-02MW-4
DL
1,2,4-Trimethylbenzene 1.2 0.50 g/L SM21-22 6200B0.18
1,3,5-Trimethylbenzene 1.5 0.50 g/L SM21-22 6200B0.14
Ethylbenzene 0.29 0.50 g/L SM21-22 6200BJ0.13
Isopropylbenzene (Cumene)0.48 0.50 g/L SM21-22 6200BJ0.17
Naphthalene 9.6 5.0 g/L SM21-22 6200B0.31
n-Propylbenzene 0.49 0.50 g/L SM21-22 6200BJ0.13
o-Xylene 2.1 0.50 g/L SM21-22 6200B0.17
p-Isopropyltoluene (p-Cymene)0.45 0.50 g/L SM21-22 6200BJ0.20
sec-Butylbenzene 0.29 0.50 g/L SM21-22 6200BJ0.16
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
19I0861-03MW-8
DL
1,2,4-Trimethylbenzene 520 50 g/L SM21-22 6200B18
1,3,5-Trimethylbenzene 200 50 g/L SM21-22 6200B14
2-Hexanone (MBK)200 500 g/L SM21-22 6200BJ150
Benzene 1200 50 g/L SM21-22 6200B18
Ethylbenzene 500 50 g/L SM21-22 6200B13
Isopropylbenzene (Cumene)30 50 g/L SM21-22 6200BJ17
m+p Xylene 2400 100 g/L SM21-22 6200B30
Naphthalene 740 500 g/L SM21-22 6200B31
n-Propylbenzene 28 50 g/L SM21-22 6200BJ13
o-Xylene 1100 50 g/L SM21-22 6200B17
Styrene 31 50 g/L SM21-22 6200BJ11
Toluene 4200 50 g/L SM21-22 6200B14
Page 4 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
19I0861-04MW-9
DL
1,2,4-Trimethylbenzene 14 0.50 g/L SM21-22 6200B0.18
1,2-Dichloroethane 1.2 1.0 g/L SM21-22 6200B0.41
1,3,5-Trimethylbenzene 12 0.50 g/L SM21-22 6200B0.14
Benzene 84 0.50 g/L SM21-22 6200B0.18
Ethylbenzene 8.7 0.50 g/L SM21-22 6200B0.13
Isopropylbenzene (Cumene)0.77 0.50 g/L SM21-22 6200B0.17
m+p Xylene 32 1.0 g/L SM21-22 6200B0.30
Methylene Chloride 0.43 5.0 g/L SM21-22 6200BJ0.34
Naphthalene 4.8 5.0 g/L SM21-22 6200BJ0.31
n-Butylbenzene 0.46 0.50 g/L SM21-22 6200BJ0.21
n-Propylbenzene 0.74 0.50 g/L SM21-22 6200B0.13
o-Xylene 36 0.50 g/L SM21-22 6200B0.17
p-Isopropyltoluene (p-Cymene)0.56 0.50 g/L SM21-22 6200B0.20
sec-Butylbenzene 0.42 0.50 g/L SM21-22 6200BJ0.16
Toluene 170 0.50 g/L SM21-22 6200B0.14
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
19I0861-05MW-11
DL
1,2,4-Trimethylbenzene 400 50 g/L SM21-22 6200B18
1,3,5-Trimethylbenzene 130 50 g/L SM21-22 6200B14
Benzene 4900 50 g/L SM21-22 6200B18
Ethylbenzene 1100 50 g/L SM21-22 6200B13
Isopropylbenzene (Cumene)40 50 g/L SM21-22 6200BJ17
m+p Xylene 4100 100 g/L SM21-22 6200B30
Naphthalene 570 500 g/L SM21-22 6200B31
n-Propylbenzene 39 50 g/L SM21-22 6200BJ13
o-Xylene 1900 50 g/L SM21-22 6200B17
Toluene 9500 50 g/L SM21-22 6200B14
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
19I0861-06MW-12
DL
1,2,4-Trimethylbenzene 300 25 g/L SM21-22 6200B9.0
1,3,5-Trimethylbenzene 66 25 g/L SM21-22 6200B7.0
Benzene 1400 25 g/L SM21-22 6200B9.0
Ethylbenzene 570 25 g/L SM21-22 6200B6.5
Isopropylbenzene (Cumene)37 25 g/L SM21-22 6200B8.5
m+p Xylene 1200 50 g/L SM21-22 6200B15
Naphthalene 450 250 g/L SM21-22 6200B16
n-Butylbenzene 13 25 g/L SM21-22 6200BJ10
n-Propylbenzene 57 25 g/L SM21-22 6200B6.5
o-Xylene 26 25 g/L SM21-22 6200B8.5
sec-Butylbenzene 12 25 g/L SM21-22 6200BJ8.0
Toluene 54 25 g/L SM21-22 6200B7.0
Page 5 of 39
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39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
19I0861-07RW-1
DL
1,2,4-Trimethylbenzene 810 10 g/L SM21-22 6200B3.6
1,3,5-Trimethylbenzene 290 10 g/L SM21-22 6200B2.8
2-Hexanone (MBK)110 100 g/L SM21-22 6200B30
4-Methyl-2-pentanone (MIBK)44 100 g/L SM21-22 6200BJ33
Benzene 310 10 g/L SM21-22 6200B3.6
Ethylbenzene 360 10 g/L SM21-22 6200B2.6
Isopropylbenzene (Cumene)68 10 g/L SM21-22 6200B3.4
m+p Xylene 1700 20 g/L SM21-22 6200B6.0
Naphthalene 150 100 g/L SM21-22 6200B6.2
n-Butylbenzene 16 10 g/L SM21-22 6200B4.2
n-Propylbenzene 120 10 g/L SM21-22 6200B2.6
o-Xylene 680 10 g/L SM21-22 6200B3.4
p-Isopropyltoluene (p-Cymene)8.4 10 g/L SM21-22 6200BJ4.0
sec-Butylbenzene 8.6 10 g/L SM21-22 6200BJ3.2
Toluene 760 10 g/L SM21-22 6200B2.8
Client ID:Lab ID:
Analyte Results/Qual RL Units Method
19I0861-08Field Blank
DL
Acetone 5.8 50 g/L SM21-22 6200BJ3.8
Methylene Chloride 4.7 5.0 g/L SM21-22 6200BJ0.34
Con-Test does not accept liability for the consequences of any actions taken solely on the basis of the information provided in the Executive Summary
section of this report. Users must review this report in its entirety to determine data usability and assessment.
Page 6 of 39
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39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CASE NARRATIVE SUMMARY
All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report.
For method 6200B elevated reporting limits for samples 19I0861-01,03,05,06+07 due to high concentrations of target compounds.
[TOC_1]Case Narrative[TOC]
SM21-22 6200B
Qualifications:
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:
L-02
Ethanol
B240950-BS1, B240950-BSD1, B240953-BS1, B240953-BSD1
Vinyl Chloride
B240950-BS1, B240950-BSD1, B240953-BS1, B240953-BSD1
Either laboratory fortified blank/laboratory control sample or duplicate recovery is outside of control limits, but the other is within limits. RPD
between the two LFB/LCS results is within method specified criteria.
Analyte & Samples(s) Qualified:
L-07
2,2-Dichloropropane
B240953-BSD1
Methyl tert-Butyl Ether (MTBE)
B240950-BSD1
Either laboratory fortified blank/laboratory control sample or duplicate recovery is outside of control limits, but the other is within limits. RPD
outside of control limits. Reduced precision anticipated for any reported result for this compound.
Analyte & Samples(s) Qualified:
L-07A
Vinyl Acetate
B240953-BS1
Laboratory fortified blank duplicate RPD is outside of control limits. Reduced precision is anticipated for any reported value for this
compound.
Analyte & Samples(s) Qualified:
R-05
Vinyl Acetate
19I0861-07[RW-1], B240953-BLK1, B240953-BS1, B240953-BSD1
Elevated reporting limit due to high concentration of target compounds.
Analyte & Samples(s) Qualified:
RL-11
19I0861-01[MW-1], 19I0861-03[MW-8], 19I0861-05[MW-11], 19I0861-06[MW-12], 19I0861-07[RW-1]
Page 7 of 39
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39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
The results of analyses reported only relate to samples submitted to the Con-Test Analytical Laboratory for testing.
I certify that the analyses listed above, unless specifically listed as subcontracted, if any, were performed under my direction according to the approved methodologies listed
in this document, and that based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the
best of my knowledge and belief, accurate and complete.
Lisa A. Worthington
Technical Representative
Page 8 of 39
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39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 9/17/2019
Work Order: 19I0861Sample Description:Project Location: 861 Oak Ridge Farm Hwy, Moore
Sample ID: 19I0861-01
Field Sample #: MW-1
Sample Matrix: Ground Water
Sampled: 9/12/2019 09:55
[TOC_2]19I0861-01[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
ND 12000 9/19/19 19:10 EEHg/L950 9/19/19SM21-22 6200B250Acetone
2800 120 9/19/19 19:10 EEHg/L45 9/19/19SM21-22 6200B250Benzene
ND 120 9/19/19 19:10 EEHg/L38 9/19/19SM21-22 6200B250Bromobenzene
ND 120 9/19/19 19:10 EEHg/L80 9/19/19SM21-22 6200B250Bromochloromethane
ND 120 9/19/19 19:10 EEHg/L40 9/19/19SM21-22 6200B250Bromodichloromethane
ND 120 9/19/19 19:10 EEHg/L120 9/19/19SM21-22 6200B250Bromoform
ND 250 9/19/19 19:10 EEHg/L200 9/19/19SM21-22 6200B250Bromomethane
640 1200 9/19/19 19:10 EEHg/L480 9/19/19SM21-22 6200B250J2-Butanone (MEK)
ND 120 9/19/19 19:10 EEHg/L52 9/19/19SM21-22 6200B250n-Butylbenzene
ND 120 9/19/19 19:10 EEHg/L40 9/19/19SM21-22 6200B250sec-Butylbenzene
ND 120 9/19/19 19:10 EEHg/L42 9/19/19SM21-22 6200B250tert-Butylbenzene
ND 120 9/19/19 19:10 EEHg/L28 9/19/19SM21-22 6200B250Carbon Tetrachloride
ND 120 9/19/19 19:10 EEHg/L38 9/19/19SM21-22 6200B250Chlorobenzene
ND 12000 9/19/19 19:10 EEHg/L2600 9/19/19SM21-22 6200B250Ethanol
ND 120 9/19/19 19:10 EEHg/L52 9/19/19SM21-22 6200B250Chlorodibromomethane
ND 120 9/19/19 19:10 EEHg/L88 9/19/19SM21-22 6200B250Chloroethane
ND 120 9/19/19 19:10 EEHg/L42 9/19/19SM21-22 6200B250Chloroform
ND 250 9/19/19 19:10 EEHg/L110 9/19/19SM21-22 6200B250Chloromethane
ND 120 9/19/19 19:10 EEHg/L30 9/19/19SM21-22 6200B2502-Chlorotoluene
ND 120 9/19/19 19:10 EEHg/L35 9/19/19SM21-22 6200B2504-Chlorotoluene
98 120 9/19/19 19:10 EEHg/L48 9/19/19SM21-22 6200B250J1,2-Dibromoethane (EDB)
ND 120 9/19/19 19:10 EEHg/L40 9/19/19SM21-22 6200B2501,2-Dichlorobenzene
ND 120 9/19/19 19:10 EEHg/L30 9/19/19SM21-22 6200B2501,3-Dichlorobenzene
ND 120 9/19/19 19:10 EEHg/L32 9/19/19SM21-22 6200B2501,4-Dichlorobenzene
ND 120 9/19/19 19:10 EEHg/L65 9/19/19SM21-22 6200B250Dichlorodifluoromethane (Freon 12)
ND 120 9/19/19 19:10 EEHg/L40 9/19/19SM21-22 6200B2501,1-Dichloroethane
ND 250 9/19/19 19:10 EEHg/L100 9/19/19SM21-22 6200B2501,2-Dichloroethane
ND 120 9/19/19 19:10 EEHg/L80 9/19/19SM21-22 6200B2501,1-Dichloroethylene
ND 120 9/19/19 19:10 EEHg/L32 9/19/19SM21-22 6200B250cis-1,2-Dichloroethylene
ND 120 9/19/19 19:10 EEHg/L78 9/19/19SM21-22 6200B250trans-1,2-Dichloroethylene
ND 120 9/19/19 19:10 EEHg/L50 9/19/19SM21-22 6200B2501,2-Dichloropropane
ND 120 9/19/19 19:10 EEHg/L28 9/19/19SM21-22 6200B2501,3-Dichloropropane
ND 120 9/19/19 19:10 EEHg/L50 9/19/19SM21-22 6200B2502,2-Dichloropropane
ND 120 9/19/19 19:10 EEHg/L40 9/19/19SM21-22 6200B2501,1-Dichloropropene
ND 120 9/19/19 19:10 EEHg/L32 9/19/19SM21-22 6200B250cis-1,3-Dichloropropene
ND 120 9/19/19 19:10 EEHg/L58 9/19/19SM21-22 6200B250trans-1,3-Dichloropropene
ND 120 9/19/19 19:10 EEHg/L42 9/19/19SM21-22 6200B250Diisopropyl Ether (DIPE)
2600 120 9/19/19 19:10 EEHg/L32 9/19/19SM21-22 6200B250Ethylbenzene
ND 1200 9/19/19 19:10 EEHg/L380 9/19/19SM21-22 6200B2502-Hexanone (MBK)
130 120 9/19/19 19:10 EEHg/L42 9/19/19SM21-22 6200B250Isopropylbenzene (Cumene)
ND 120 9/19/19 19:10 EEHg/L50 9/19/19SM21-22 6200B250p-Isopropyltoluene (p-Cymene)
300 120 9/19/19 19:10 EEHg/L62 9/19/19SM21-22 6200B250Methyl tert-Butyl Ether (MTBE)
ND 1200 9/19/19 19:10 EEHg/L85 9/19/19SM21-22 6200B250Methylene Chloride
ND 1200 9/19/19 19:10 EEHg/L420 9/19/19SM21-22 6200B2504-Methyl-2-pentanone (MIBK)
[TOC_1]Sample Results[TOC]
Page 9 of 39
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39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 9/17/2019
Work Order: 19I0861Sample Description:Project Location: 861 Oak Ridge Farm Hwy, Moore
Sample ID: 19I0861-01
Field Sample #: MW-1
Sample Matrix: Ground Water
Sampled: 9/12/2019 09:55
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
2000 1200 9/19/19 19:10 EEHg/L78 9/19/19SM21-22 6200B250Naphthalene
160 120 9/19/19 19:10 EEHg/L32 9/19/19SM21-22 6200B250n-Propylbenzene
ND 120 9/19/19 19:10 EEHg/L28 9/19/19SM21-22 6200B250Styrene
ND 120 9/19/19 19:10 EEHg/L55 9/19/19SM21-22 6200B2501,1,2,2-Tetrachloroethane
ND 120 9/19/19 19:10 EEHg/L45 9/19/19SM21-22 6200B250Tetrachloroethylene
27000 120 9/19/19 19:10 EEHg/L35 9/19/19SM21-22 6200B250Toluene
ND 500 9/19/19 19:10 EEHg/L140 9/19/19SM21-22 6200B2501,2,3-Trichlorobenzene
ND 120 9/19/19 19:10 EEHg/L100 9/19/19SM21-22 6200B2501,2,4-Trichlorobenzene
ND 120 9/19/19 19:10 EEHg/L50 9/19/19SM21-22 6200B2501,1,1-Trichloroethane
ND 120 9/19/19 19:10 EEHg/L40 9/19/19SM21-22 6200B2501,1,2-Trichloroethane
ND 120 9/19/19 19:10 EEHg/L60 9/19/19SM21-22 6200B250Trichloroethylene
ND 120 9/19/19 19:10 EEHg/L82 9/19/19SM21-22 6200B250Trichlorofluoromethane (Freon 11)
ND 120 9/19/19 19:10 EEHg/L62 9/19/19SM21-22 6200B2501,2,3-Trichloropropane
2400 120 9/19/19 19:10 EEHg/L45 9/19/19SM21-22 6200B2501,2,4-Trimethylbenzene
660 120 9/19/19 19:10 EEHg/L35 9/19/19SM21-22 6200B2501,3,5-Trimethylbenzene
ND 5000 9/19/19 19:10 EEHg/L2500 9/19/19SM21-22 6200B250Vinyl Acetate
ND 120 9/19/19 19:10 EEHg/L110 9/19/19SM21-22 6200B250Vinyl Chloride
12000 250 9/19/19 19:10 EEHg/L75 9/19/19SM21-22 6200B250m+p Xylene
5500 120 9/19/19 19:10 EEHg/L42 9/19/19SM21-22 6200B250o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 98.8 9/19/19 19:1070-130
Toluene-d8 96.9 9/19/19 19:1070-130
4-Bromofluorobenzene 91.6 9/19/19 19:1070-130
Page 10 of 39
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39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 9/17/2019
Work Order: 19I0861Sample Description:Project Location: 861 Oak Ridge Farm Hwy, Moore
Sample ID: 19I0861-02
Field Sample #: MW-4
Sample Matrix: Ground Water
Sampled: 9/12/2019 10:30
[TOC_2]19I0861-02[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 9/19/19 15:20 EEHg/L3.8 9/19/19SM21-22 6200B1Acetone
ND 0.50 9/19/19 15:20 EEHg/L0.18 9/19/19SM21-22 6200B1Benzene
ND 0.50 9/19/19 15:20 EEHg/L0.15 9/19/19SM21-22 6200B1Bromobenzene
ND 0.50 9/19/19 15:20 EEHg/L0.32 9/19/19SM21-22 6200B1Bromochloromethane
ND 0.50 9/19/19 15:20 EEHg/L0.16 9/19/19SM21-22 6200B1Bromodichloromethane
ND 0.50 9/19/19 15:20 EEHg/L0.46 9/19/19SM21-22 6200B1Bromoform
ND 1.0 9/19/19 15:20 EEHg/L0.78 9/19/19SM21-22 6200B1Bromomethane
ND 5.0 9/19/19 15:20 EEHg/L1.9 9/19/19SM21-22 6200B12-Butanone (MEK)
ND 0.50 9/19/19 15:20 EEHg/L0.21 9/19/19SM21-22 6200B1n-Butylbenzene
0.29 0.50 9/19/19 15:20 EEHg/L0.16 9/19/19SM21-22 6200B1Jsec-Butylbenzene
ND 0.50 9/19/19 15:20 EEHg/L0.17 9/19/19SM21-22 6200B1tert-Butylbenzene
ND 0.50 9/19/19 15:20 EEHg/L0.11 9/19/19SM21-22 6200B1Carbon Tetrachloride
ND 0.50 9/19/19 15:20 EEHg/L0.15 9/19/19SM21-22 6200B1Chlorobenzene
ND 50 9/19/19 15:20 EEHg/L11 9/19/19SM21-22 6200B1Ethanol
ND 0.50 9/19/19 15:20 EEHg/L0.21 9/19/19SM21-22 6200B1Chlorodibromomethane
ND 0.50 9/19/19 15:20 EEHg/L0.35 9/19/19SM21-22 6200B1Chloroethane
ND 0.50 9/19/19 15:20 EEHg/L0.17 9/19/19SM21-22 6200B1Chloroform
ND 1.0 9/19/19 15:20 EEHg/L0.45 9/19/19SM21-22 6200B1Chloromethane
ND 0.50 9/19/19 15:20 EEHg/L0.12 9/19/19SM21-22 6200B12-Chlorotoluene
ND 0.50 9/19/19 15:20 EEHg/L0.14 9/19/19SM21-22 6200B14-Chlorotoluene
ND 0.50 9/19/19 15:20 EEHg/L0.19 9/19/19SM21-22 6200B11,2-Dibromoethane (EDB)
ND 0.50 9/19/19 15:20 EEHg/L0.16 9/19/19SM21-22 6200B11,2-Dichlorobenzene
ND 0.50 9/19/19 15:20 EEHg/L0.12 9/19/19SM21-22 6200B11,3-Dichlorobenzene
ND 0.50 9/19/19 15:20 EEHg/L0.13 9/19/19SM21-22 6200B11,4-Dichlorobenzene
ND 0.50 9/19/19 15:20 EEHg/L0.26 9/19/19SM21-22 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 9/19/19 15:20 EEHg/L0.16 9/19/19SM21-22 6200B11,1-Dichloroethane
ND 1.0 9/19/19 15:20 EEHg/L0.41 9/19/19SM21-22 6200B11,2-Dichloroethane
ND 0.50 9/19/19 15:20 EEHg/L0.32 9/19/19SM21-22 6200B11,1-Dichloroethylene
ND 0.50 9/19/19 15:20 EEHg/L0.13 9/19/19SM21-22 6200B1cis-1,2-Dichloroethylene
ND 0.50 9/19/19 15:20 EEHg/L0.31 9/19/19SM21-22 6200B1trans-1,2-Dichloroethylene
ND 0.50 9/19/19 15:20 EEHg/L0.20 9/19/19SM21-22 6200B11,2-Dichloropropane
ND 0.50 9/19/19 15:20 EEHg/L0.11 9/19/19SM21-22 6200B11,3-Dichloropropane
ND 0.50 9/19/19 15:20 EEHg/L0.20 9/19/19SM21-22 6200B12,2-Dichloropropane
ND 0.50 9/19/19 15:20 EEHg/L0.16 9/19/19SM21-22 6200B11,1-Dichloropropene
ND 0.50 9/19/19 15:20 EEHg/L0.13 9/19/19SM21-22 6200B1cis-1,3-Dichloropropene
ND 0.50 9/19/19 15:20 EEHg/L0.23 9/19/19SM21-22 6200B1trans-1,3-Dichloropropene
ND 0.50 9/19/19 15:20 EEHg/L0.17 9/19/19SM21-22 6200B1Diisopropyl Ether (DIPE)
0.29 0.50 9/19/19 15:20 EEHg/L0.13 9/19/19SM21-22 6200B1JEthylbenzene
ND 5.0 9/19/19 15:20 EEHg/L1.5 9/19/19SM21-22 6200B12-Hexanone (MBK)
0.48 0.50 9/19/19 15:20 EEHg/L0.17 9/19/19SM21-22 6200B1JIsopropylbenzene (Cumene)
0.45 0.50 9/19/19 15:20 EEHg/L0.20 9/19/19SM21-22 6200B1Jp-Isopropyltoluene (p-Cymene)
ND 0.50 9/19/19 15:20 EEHg/L0.25 9/19/19SM21-22 6200B1Methyl tert-Butyl Ether (MTBE)
ND 5.0 9/19/19 15:20 EEHg/L0.34 9/19/19SM21-22 6200B1Methylene Chloride
ND 5.0 9/19/19 15:20 EEHg/L1.7 9/19/19SM21-22 6200B14-Methyl-2-pentanone (MIBK)
Page 11 of 39
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39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 9/17/2019
Work Order: 19I0861Sample Description:Project Location: 861 Oak Ridge Farm Hwy, Moore
Sample ID: 19I0861-02
Field Sample #: MW-4
Sample Matrix: Ground Water
Sampled: 9/12/2019 10:30
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
9.6 5.0 9/19/19 15:20 EEHg/L0.31 9/19/19SM21-22 6200B1Naphthalene
0.49 0.50 9/19/19 15:20 EEHg/L0.13 9/19/19SM21-22 6200B1Jn-Propylbenzene
ND 0.50 9/19/19 15:20 EEHg/L0.11 9/19/19SM21-22 6200B1Styrene
ND 0.50 9/19/19 15:20 EEHg/L0.22 9/19/19SM21-22 6200B11,1,2,2-Tetrachloroethane
ND 0.50 9/19/19 15:20 EEHg/L0.18 9/19/19SM21-22 6200B1Tetrachloroethylene
ND 0.50 9/19/19 15:20 EEHg/L0.14 9/19/19SM21-22 6200B1Toluene
ND 2.0 9/19/19 15:20 EEHg/L0.57 9/19/19SM21-22 6200B11,2,3-Trichlorobenzene
ND 0.50 9/19/19 15:20 EEHg/L0.40 9/19/19SM21-22 6200B11,2,4-Trichlorobenzene
ND 0.50 9/19/19 15:20 EEHg/L0.20 9/19/19SM21-22 6200B11,1,1-Trichloroethane
ND 0.50 9/19/19 15:20 EEHg/L0.16 9/19/19SM21-22 6200B11,1,2-Trichloroethane
ND 0.50 9/19/19 15:20 EEHg/L0.24 9/19/19SM21-22 6200B1Trichloroethylene
ND 0.50 9/19/19 15:20 EEHg/L0.33 9/19/19SM21-22 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 9/19/19 15:20 EEHg/L0.25 9/19/19SM21-22 6200B11,2,3-Trichloropropane
1.2 0.50 9/19/19 15:20 EEHg/L0.18 9/19/19SM21-22 6200B11,2,4-Trimethylbenzene
1.5 0.50 9/19/19 15:20 EEHg/L0.14 9/19/19SM21-22 6200B11,3,5-Trimethylbenzene
ND 20 9/19/19 15:20 EEHg/L10 9/19/19SM21-22 6200B1Vinyl Acetate
ND 0.50 9/19/19 15:20 EEHg/L0.45 9/19/19SM21-22 6200B1Vinyl Chloride
ND 1.0 9/19/19 15:20 EEHg/L0.30 9/19/19SM21-22 6200B1m+p Xylene
2.1 0.50 9/19/19 15:20 EEHg/L0.17 9/19/19SM21-22 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 101 9/19/19 15:2070-130
Toluene-d8 98.2 9/19/19 15:2070-130
4-Bromofluorobenzene 94.6 9/19/19 15:2070-130
Page 12 of 39
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39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 9/17/2019
Work Order: 19I0861Sample Description:Project Location: 861 Oak Ridge Farm Hwy, Moore
Sample ID: 19I0861-03
Field Sample #: MW-8
Sample Matrix: Ground Water
Sampled: 9/12/2019 08:15
[TOC_2]19I0861-03[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
ND 5000 9/19/19 19:38 EEHg/L380 9/19/19SM21-22 6200B100Acetone
1200 50 9/19/19 19:38 EEHg/L18 9/19/19SM21-22 6200B100Benzene
ND 50 9/19/19 19:38 EEHg/L15 9/19/19SM21-22 6200B100Bromobenzene
ND 50 9/19/19 19:38 EEHg/L32 9/19/19SM21-22 6200B100Bromochloromethane
ND 50 9/19/19 19:38 EEHg/L16 9/19/19SM21-22 6200B100Bromodichloromethane
ND 50 9/19/19 19:38 EEHg/L46 9/19/19SM21-22 6200B100Bromoform
ND 100 9/19/19 19:38 EEHg/L78 9/19/19SM21-22 6200B100Bromomethane
ND 500 9/19/19 19:38 EEHg/L190 9/19/19SM21-22 6200B1002-Butanone (MEK)
ND 50 9/19/19 19:38 EEHg/L21 9/19/19SM21-22 6200B100n-Butylbenzene
ND 50 9/19/19 19:38 EEHg/L16 9/19/19SM21-22 6200B100sec-Butylbenzene
ND 50 9/19/19 19:38 EEHg/L17 9/19/19SM21-22 6200B100tert-Butylbenzene
ND 50 9/19/19 19:38 EEHg/L11 9/19/19SM21-22 6200B100Carbon Tetrachloride
ND 50 9/19/19 19:38 EEHg/L15 9/19/19SM21-22 6200B100Chlorobenzene
ND 5000 9/19/19 19:38 EEHg/L1100 9/19/19SM21-22 6200B100Ethanol
ND 50 9/19/19 19:38 EEHg/L21 9/19/19SM21-22 6200B100Chlorodibromomethane
ND 50 9/19/19 19:38 EEHg/L35 9/19/19SM21-22 6200B100Chloroethane
ND 50 9/19/19 19:38 EEHg/L17 9/19/19SM21-22 6200B100Chloroform
ND 100 9/19/19 19:38 EEHg/L45 9/19/19SM21-22 6200B100Chloromethane
ND 50 9/19/19 19:38 EEHg/L12 9/19/19SM21-22 6200B1002-Chlorotoluene
ND 50 9/19/19 19:38 EEHg/L14 9/19/19SM21-22 6200B1004-Chlorotoluene
ND 50 9/19/19 19:38 EEHg/L19 9/19/19SM21-22 6200B1001,2-Dibromoethane (EDB)
ND 50 9/19/19 19:38 EEHg/L16 9/19/19SM21-22 6200B1001,2-Dichlorobenzene
ND 50 9/19/19 19:38 EEHg/L12 9/19/19SM21-22 6200B1001,3-Dichlorobenzene
ND 50 9/19/19 19:38 EEHg/L13 9/19/19SM21-22 6200B1001,4-Dichlorobenzene
ND 50 9/19/19 19:38 EEHg/L26 9/19/19SM21-22 6200B100Dichlorodifluoromethane (Freon 12)
ND 50 9/19/19 19:38 EEHg/L16 9/19/19SM21-22 6200B1001,1-Dichloroethane
ND 100 9/19/19 19:38 EEHg/L41 9/19/19SM21-22 6200B1001,2-Dichloroethane
ND 50 9/19/19 19:38 EEHg/L32 9/19/19SM21-22 6200B1001,1-Dichloroethylene
ND 50 9/19/19 19:38 EEHg/L13 9/19/19SM21-22 6200B100cis-1,2-Dichloroethylene
ND 50 9/19/19 19:38 EEHg/L31 9/19/19SM21-22 6200B100trans-1,2-Dichloroethylene
ND 50 9/19/19 19:38 EEHg/L20 9/19/19SM21-22 6200B1001,2-Dichloropropane
ND 50 9/19/19 19:38 EEHg/L11 9/19/19SM21-22 6200B1001,3-Dichloropropane
ND 50 9/19/19 19:38 EEHg/L20 9/19/19SM21-22 6200B1002,2-Dichloropropane
ND 50 9/19/19 19:38 EEHg/L16 9/19/19SM21-22 6200B1001,1-Dichloropropene
ND 50 9/19/19 19:38 EEHg/L13 9/19/19SM21-22 6200B100cis-1,3-Dichloropropene
ND 50 9/19/19 19:38 EEHg/L23 9/19/19SM21-22 6200B100trans-1,3-Dichloropropene
ND 50 9/19/19 19:38 EEHg/L17 9/19/19SM21-22 6200B100Diisopropyl Ether (DIPE)
500 50 9/19/19 19:38 EEHg/L13 9/19/19SM21-22 6200B100Ethylbenzene
200 500 9/19/19 19:38 EEHg/L150 9/19/19SM21-22 6200B100J2-Hexanone (MBK)
30 50 9/19/19 19:38 EEHg/L17 9/19/19SM21-22 6200B100JIsopropylbenzene (Cumene)
ND 50 9/19/19 19:38 EEHg/L20 9/19/19SM21-22 6200B100p-Isopropyltoluene (p-Cymene)
ND 50 9/19/19 19:38 EEHg/L25 9/19/19SM21-22 6200B100Methyl tert-Butyl Ether (MTBE)
ND 500 9/19/19 19:38 EEHg/L34 9/19/19SM21-22 6200B100Methylene Chloride
ND 500 9/19/19 19:38 EEHg/L170 9/19/19SM21-22 6200B1004-Methyl-2-pentanone (MIBK)
Page 13 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 9/17/2019
Work Order: 19I0861Sample Description:Project Location: 861 Oak Ridge Farm Hwy, Moore
Sample ID: 19I0861-03
Field Sample #: MW-8
Sample Matrix: Ground Water
Sampled: 9/12/2019 08:15
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
740 500 9/19/19 19:38 EEHg/L31 9/19/19SM21-22 6200B100Naphthalene
28 50 9/19/19 19:38 EEHg/L13 9/19/19SM21-22 6200B100Jn-Propylbenzene
31 50 9/19/19 19:38 EEHg/L11 9/19/19SM21-22 6200B100JStyrene
ND 50 9/19/19 19:38 EEHg/L22 9/19/19SM21-22 6200B1001,1,2,2-Tetrachloroethane
ND 50 9/19/19 19:38 EEHg/L18 9/19/19SM21-22 6200B100Tetrachloroethylene
4200 50 9/19/19 19:38 EEHg/L14 9/19/19SM21-22 6200B100Toluene
ND 200 9/19/19 19:38 EEHg/L57 9/19/19SM21-22 6200B1001,2,3-Trichlorobenzene
ND 50 9/19/19 19:38 EEHg/L40 9/19/19SM21-22 6200B1001,2,4-Trichlorobenzene
ND 50 9/19/19 19:38 EEHg/L20 9/19/19SM21-22 6200B1001,1,1-Trichloroethane
ND 50 9/19/19 19:38 EEHg/L16 9/19/19SM21-22 6200B1001,1,2-Trichloroethane
ND 50 9/19/19 19:38 EEHg/L24 9/19/19SM21-22 6200B100Trichloroethylene
ND 50 9/19/19 19:38 EEHg/L33 9/19/19SM21-22 6200B100Trichlorofluoromethane (Freon 11)
ND 50 9/19/19 19:38 EEHg/L25 9/19/19SM21-22 6200B1001,2,3-Trichloropropane
520 50 9/19/19 19:38 EEHg/L18 9/19/19SM21-22 6200B1001,2,4-Trimethylbenzene
200 50 9/19/19 19:38 EEHg/L14 9/19/19SM21-22 6200B1001,3,5-Trimethylbenzene
ND 2000 9/19/19 19:38 EEHg/L1000 9/19/19SM21-22 6200B100Vinyl Acetate
ND 50 9/19/19 19:38 EEHg/L45 9/19/19SM21-22 6200B100Vinyl Chloride
2400 100 9/19/19 19:38 EEHg/L30 9/19/19SM21-22 6200B100m+p Xylene
1100 50 9/19/19 19:38 EEHg/L17 9/19/19SM21-22 6200B100o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 100 9/19/19 19:3870-130
Toluene-d8 98.5 9/19/19 19:3870-130
4-Bromofluorobenzene 93.8 9/19/19 19:3870-130
Page 14 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 9/17/2019
Work Order: 19I0861Sample Description:Project Location: 861 Oak Ridge Farm Hwy, Moore
Sample ID: 19I0861-04
Field Sample #: MW-9
Sample Matrix: Ground Water
Sampled: 9/12/2019 12:30
[TOC_2]19I0861-04[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 50 9/19/19 17:43 EEHg/L3.8 9/19/19SM21-22 6200B1Acetone
84 0.50 9/19/19 17:43 EEHg/L0.18 9/19/19SM21-22 6200B1Benzene
ND 0.50 9/19/19 17:43 EEHg/L0.15 9/19/19SM21-22 6200B1Bromobenzene
ND 0.50 9/19/19 17:43 EEHg/L0.32 9/19/19SM21-22 6200B1Bromochloromethane
ND 0.50 9/19/19 17:43 EEHg/L0.16 9/19/19SM21-22 6200B1Bromodichloromethane
ND 0.50 9/19/19 17:43 EEHg/L0.46 9/19/19SM21-22 6200B1Bromoform
ND 1.0 9/19/19 17:43 EEHg/L0.78 9/19/19SM21-22 6200B1Bromomethane
ND 5.0 9/19/19 17:43 EEHg/L1.9 9/19/19SM21-22 6200B12-Butanone (MEK)
0.46 0.50 9/19/19 17:43 EEHg/L0.21 9/19/19SM21-22 6200B1Jn-Butylbenzene
0.42 0.50 9/19/19 17:43 EEHg/L0.16 9/19/19SM21-22 6200B1Jsec-Butylbenzene
ND 0.50 9/19/19 17:43 EEHg/L0.17 9/19/19SM21-22 6200B1tert-Butylbenzene
ND 0.50 9/19/19 17:43 EEHg/L0.11 9/19/19SM21-22 6200B1Carbon Tetrachloride
ND 0.50 9/19/19 17:43 EEHg/L0.15 9/19/19SM21-22 6200B1Chlorobenzene
ND 50 9/19/19 17:43 EEHg/L11 9/19/19SM21-22 6200B1Ethanol
ND 0.50 9/19/19 17:43 EEHg/L0.21 9/19/19SM21-22 6200B1Chlorodibromomethane
ND 0.50 9/19/19 17:43 EEHg/L0.35 9/19/19SM21-22 6200B1Chloroethane
ND 0.50 9/19/19 17:43 EEHg/L0.17 9/19/19SM21-22 6200B1Chloroform
ND 1.0 9/19/19 17:43 EEHg/L0.45 9/19/19SM21-22 6200B1Chloromethane
ND 0.50 9/19/19 17:43 EEHg/L0.12 9/19/19SM21-22 6200B12-Chlorotoluene
ND 0.50 9/19/19 17:43 EEHg/L0.14 9/19/19SM21-22 6200B14-Chlorotoluene
ND 0.50 9/19/19 17:43 EEHg/L0.19 9/19/19SM21-22 6200B11,2-Dibromoethane (EDB)
ND 0.50 9/19/19 17:43 EEHg/L0.16 9/19/19SM21-22 6200B11,2-Dichlorobenzene
ND 0.50 9/19/19 17:43 EEHg/L0.12 9/19/19SM21-22 6200B11,3-Dichlorobenzene
ND 0.50 9/19/19 17:43 EEHg/L0.13 9/19/19SM21-22 6200B11,4-Dichlorobenzene
ND 0.50 9/19/19 17:43 EEHg/L0.26 9/19/19SM21-22 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 9/19/19 17:43 EEHg/L0.16 9/19/19SM21-22 6200B11,1-Dichloroethane
1.2 1.0 9/19/19 17:43 EEHg/L0.41 9/19/19SM21-22 6200B11,2-Dichloroethane
ND 0.50 9/19/19 17:43 EEHg/L0.32 9/19/19SM21-22 6200B11,1-Dichloroethylene
ND 0.50 9/19/19 17:43 EEHg/L0.13 9/19/19SM21-22 6200B1cis-1,2-Dichloroethylene
ND 0.50 9/19/19 17:43 EEHg/L0.31 9/19/19SM21-22 6200B1trans-1,2-Dichloroethylene
ND 0.50 9/19/19 17:43 EEHg/L0.20 9/19/19SM21-22 6200B11,2-Dichloropropane
ND 0.50 9/19/19 17:43 EEHg/L0.11 9/19/19SM21-22 6200B11,3-Dichloropropane
ND 0.50 9/19/19 17:43 EEHg/L0.20 9/19/19SM21-22 6200B12,2-Dichloropropane
ND 0.50 9/19/19 17:43 EEHg/L0.16 9/19/19SM21-22 6200B11,1-Dichloropropene
ND 0.50 9/19/19 17:43 EEHg/L0.13 9/19/19SM21-22 6200B1cis-1,3-Dichloropropene
ND 0.50 9/19/19 17:43 EEHg/L0.23 9/19/19SM21-22 6200B1trans-1,3-Dichloropropene
ND 0.50 9/19/19 17:43 EEHg/L0.17 9/19/19SM21-22 6200B1Diisopropyl Ether (DIPE)
8.7 0.50 9/19/19 17:43 EEHg/L0.13 9/19/19SM21-22 6200B1Ethylbenzene
ND 5.0 9/19/19 17:43 EEHg/L1.5 9/19/19SM21-22 6200B12-Hexanone (MBK)
0.77 0.50 9/19/19 17:43 EEHg/L0.17 9/19/19SM21-22 6200B1Isopropylbenzene (Cumene)
0.56 0.50 9/19/19 17:43 EEHg/L0.20 9/19/19SM21-22 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 9/19/19 17:43 EEHg/L0.25 9/19/19SM21-22 6200B1Methyl tert-Butyl Ether (MTBE)
0.43 5.0 9/19/19 17:43 EEHg/L0.34 9/19/19SM21-22 6200B1JMethylene Chloride
ND 5.0 9/19/19 17:43 EEHg/L1.7 9/19/19SM21-22 6200B14-Methyl-2-pentanone (MIBK)
Page 15 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 9/17/2019
Work Order: 19I0861Sample Description:Project Location: 861 Oak Ridge Farm Hwy, Moore
Sample ID: 19I0861-04
Field Sample #: MW-9
Sample Matrix: Ground Water
Sampled: 9/12/2019 12:30
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
4.8 5.0 9/19/19 17:43 EEHg/L0.31 9/19/19SM21-22 6200B1JNaphthalene
0.74 0.50 9/19/19 17:43 EEHg/L0.13 9/19/19SM21-22 6200B1n-Propylbenzene
ND 0.50 9/19/19 17:43 EEHg/L0.11 9/19/19SM21-22 6200B1Styrene
ND 0.50 9/19/19 17:43 EEHg/L0.22 9/19/19SM21-22 6200B11,1,2,2-Tetrachloroethane
ND 0.50 9/19/19 17:43 EEHg/L0.18 9/19/19SM21-22 6200B1Tetrachloroethylene
170 0.50 9/19/19 17:43 EEHg/L0.14 9/19/19SM21-22 6200B1Toluene
ND 2.0 9/19/19 17:43 EEHg/L0.57 9/19/19SM21-22 6200B11,2,3-Trichlorobenzene
ND 0.50 9/19/19 17:43 EEHg/L0.40 9/19/19SM21-22 6200B11,2,4-Trichlorobenzene
ND 0.50 9/19/19 17:43 EEHg/L0.20 9/19/19SM21-22 6200B11,1,1-Trichloroethane
ND 0.50 9/19/19 17:43 EEHg/L0.16 9/19/19SM21-22 6200B11,1,2-Trichloroethane
ND 0.50 9/19/19 17:43 EEHg/L0.24 9/19/19SM21-22 6200B1Trichloroethylene
ND 0.50 9/19/19 17:43 EEHg/L0.33 9/19/19SM21-22 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 9/19/19 17:43 EEHg/L0.25 9/19/19SM21-22 6200B11,2,3-Trichloropropane
14 0.50 9/19/19 17:43 EEHg/L0.18 9/19/19SM21-22 6200B11,2,4-Trimethylbenzene
12 0.50 9/19/19 17:43 EEHg/L0.14 9/19/19SM21-22 6200B11,3,5-Trimethylbenzene
ND 20 9/19/19 17:43 EEHg/L10 9/19/19SM21-22 6200B1Vinyl Acetate
ND 0.50 9/19/19 17:43 EEHg/L0.45 9/19/19SM21-22 6200B1Vinyl Chloride
32 1.0 9/19/19 17:43 EEHg/L0.30 9/19/19SM21-22 6200B1m+p Xylene
36 0.50 9/19/19 17:43 EEHg/L0.17 9/19/19SM21-22 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 97.2 9/19/19 17:4370-130
Toluene-d8 96.9 9/19/19 17:4370-130
4-Bromofluorobenzene 94.7 9/19/19 17:4370-130
Page 16 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 9/17/2019
Work Order: 19I0861Sample Description:Project Location: 861 Oak Ridge Farm Hwy, Moore
Sample ID: 19I0861-05
Field Sample #: MW-11
Sample Matrix: Ground Water
Sampled: 9/12/2019 11:55
[TOC_2]19I0861-05[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
ND 5000 9/19/19 20:07 EEHg/L380 9/19/19SM21-22 6200B100Acetone
4900 50 9/19/19 20:07 EEHg/L18 9/19/19SM21-22 6200B100Benzene
ND 50 9/19/19 20:07 EEHg/L15 9/19/19SM21-22 6200B100Bromobenzene
ND 50 9/19/19 20:07 EEHg/L32 9/19/19SM21-22 6200B100Bromochloromethane
ND 50 9/19/19 20:07 EEHg/L16 9/19/19SM21-22 6200B100Bromodichloromethane
ND 50 9/19/19 20:07 EEHg/L46 9/19/19SM21-22 6200B100Bromoform
ND 100 9/19/19 20:07 EEHg/L78 9/19/19SM21-22 6200B100Bromomethane
ND 500 9/19/19 20:07 EEHg/L190 9/19/19SM21-22 6200B1002-Butanone (MEK)
ND 50 9/19/19 20:07 EEHg/L21 9/19/19SM21-22 6200B100n-Butylbenzene
ND 50 9/19/19 20:07 EEHg/L16 9/19/19SM21-22 6200B100sec-Butylbenzene
ND 50 9/19/19 20:07 EEHg/L17 9/19/19SM21-22 6200B100tert-Butylbenzene
ND 50 9/19/19 20:07 EEHg/L11 9/19/19SM21-22 6200B100Carbon Tetrachloride
ND 50 9/19/19 20:07 EEHg/L15 9/19/19SM21-22 6200B100Chlorobenzene
ND 5000 9/19/19 20:07 EEHg/L1100 9/19/19SM21-22 6200B100Ethanol
ND 50 9/19/19 20:07 EEHg/L21 9/19/19SM21-22 6200B100Chlorodibromomethane
ND 50 9/19/19 20:07 EEHg/L35 9/19/19SM21-22 6200B100Chloroethane
ND 50 9/19/19 20:07 EEHg/L17 9/19/19SM21-22 6200B100Chloroform
ND 100 9/19/19 20:07 EEHg/L45 9/19/19SM21-22 6200B100Chloromethane
ND 50 9/19/19 20:07 EEHg/L12 9/19/19SM21-22 6200B1002-Chlorotoluene
ND 50 9/19/19 20:07 EEHg/L14 9/19/19SM21-22 6200B1004-Chlorotoluene
ND 50 9/19/19 20:07 EEHg/L19 9/19/19SM21-22 6200B1001,2-Dibromoethane (EDB)
ND 50 9/19/19 20:07 EEHg/L16 9/19/19SM21-22 6200B1001,2-Dichlorobenzene
ND 50 9/19/19 20:07 EEHg/L12 9/19/19SM21-22 6200B1001,3-Dichlorobenzene
ND 50 9/19/19 20:07 EEHg/L13 9/19/19SM21-22 6200B1001,4-Dichlorobenzene
ND 50 9/19/19 20:07 EEHg/L26 9/19/19SM21-22 6200B100Dichlorodifluoromethane (Freon 12)
ND 50 9/19/19 20:07 EEHg/L16 9/19/19SM21-22 6200B1001,1-Dichloroethane
ND 100 9/19/19 20:07 EEHg/L41 9/19/19SM21-22 6200B1001,2-Dichloroethane
ND 50 9/19/19 20:07 EEHg/L32 9/19/19SM21-22 6200B1001,1-Dichloroethylene
ND 50 9/19/19 20:07 EEHg/L13 9/19/19SM21-22 6200B100cis-1,2-Dichloroethylene
ND 50 9/19/19 20:07 EEHg/L31 9/19/19SM21-22 6200B100trans-1,2-Dichloroethylene
ND 50 9/19/19 20:07 EEHg/L20 9/19/19SM21-22 6200B1001,2-Dichloropropane
ND 50 9/19/19 20:07 EEHg/L11 9/19/19SM21-22 6200B1001,3-Dichloropropane
ND 50 9/19/19 20:07 EEHg/L20 9/19/19SM21-22 6200B1002,2-Dichloropropane
ND 50 9/19/19 20:07 EEHg/L16 9/19/19SM21-22 6200B1001,1-Dichloropropene
ND 50 9/19/19 20:07 EEHg/L13 9/19/19SM21-22 6200B100cis-1,3-Dichloropropene
ND 50 9/19/19 20:07 EEHg/L23 9/19/19SM21-22 6200B100trans-1,3-Dichloropropene
ND 50 9/19/19 20:07 EEHg/L17 9/19/19SM21-22 6200B100Diisopropyl Ether (DIPE)
1100 50 9/19/19 20:07 EEHg/L13 9/19/19SM21-22 6200B100Ethylbenzene
ND 500 9/19/19 20:07 EEHg/L150 9/19/19SM21-22 6200B1002-Hexanone (MBK)
40 50 9/19/19 20:07 EEHg/L17 9/19/19SM21-22 6200B100JIsopropylbenzene (Cumene)
ND 50 9/19/19 20:07 EEHg/L20 9/19/19SM21-22 6200B100p-Isopropyltoluene (p-Cymene)
ND 50 9/19/19 20:07 EEHg/L25 9/19/19SM21-22 6200B100Methyl tert-Butyl Ether (MTBE)
ND 500 9/19/19 20:07 EEHg/L34 9/19/19SM21-22 6200B100Methylene Chloride
ND 500 9/19/19 20:07 EEHg/L170 9/19/19SM21-22 6200B1004-Methyl-2-pentanone (MIBK)
Page 17 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 9/17/2019
Work Order: 19I0861Sample Description:Project Location: 861 Oak Ridge Farm Hwy, Moore
Sample ID: 19I0861-05
Field Sample #: MW-11
Sample Matrix: Ground Water
Sampled: 9/12/2019 11:55
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
570 500 9/19/19 20:07 EEHg/L31 9/19/19SM21-22 6200B100Naphthalene
39 50 9/19/19 20:07 EEHg/L13 9/19/19SM21-22 6200B100Jn-Propylbenzene
ND 50 9/19/19 20:07 EEHg/L11 9/19/19SM21-22 6200B100Styrene
ND 50 9/19/19 20:07 EEHg/L22 9/19/19SM21-22 6200B1001,1,2,2-Tetrachloroethane
ND 50 9/19/19 20:07 EEHg/L18 9/19/19SM21-22 6200B100Tetrachloroethylene
9500 50 9/19/19 20:07 EEHg/L14 9/19/19SM21-22 6200B100Toluene
ND 200 9/19/19 20:07 EEHg/L57 9/19/19SM21-22 6200B1001,2,3-Trichlorobenzene
ND 50 9/19/19 20:07 EEHg/L40 9/19/19SM21-22 6200B1001,2,4-Trichlorobenzene
ND 50 9/19/19 20:07 EEHg/L20 9/19/19SM21-22 6200B1001,1,1-Trichloroethane
ND 50 9/19/19 20:07 EEHg/L16 9/19/19SM21-22 6200B1001,1,2-Trichloroethane
ND 50 9/19/19 20:07 EEHg/L24 9/19/19SM21-22 6200B100Trichloroethylene
ND 50 9/19/19 20:07 EEHg/L33 9/19/19SM21-22 6200B100Trichlorofluoromethane (Freon 11)
ND 50 9/19/19 20:07 EEHg/L25 9/19/19SM21-22 6200B1001,2,3-Trichloropropane
400 50 9/19/19 20:07 EEHg/L18 9/19/19SM21-22 6200B1001,2,4-Trimethylbenzene
130 50 9/19/19 20:07 EEHg/L14 9/19/19SM21-22 6200B1001,3,5-Trimethylbenzene
ND 2000 9/19/19 20:07 EEHg/L1000 9/19/19SM21-22 6200B100Vinyl Acetate
ND 50 9/19/19 20:07 EEHg/L45 9/19/19SM21-22 6200B100Vinyl Chloride
4100 100 9/19/19 20:07 EEHg/L30 9/19/19SM21-22 6200B100m+p Xylene
1900 50 9/19/19 20:07 EEHg/L17 9/19/19SM21-22 6200B100o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 99.6 9/19/19 20:0770-130
Toluene-d8 95.5 9/19/19 20:0770-130
4-Bromofluorobenzene 92.8 9/19/19 20:0770-130
Page 18 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 9/17/2019
Work Order: 19I0861Sample Description:Project Location: 861 Oak Ridge Farm Hwy, Moore
Sample ID: 19I0861-06
Field Sample #: MW-12
Sample Matrix: Ground Water
Sampled: 9/12/2019 11:05
[TOC_2]19I0861-06[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
ND 2500 9/19/19 20:35 EEHg/L190 9/19/19SM21-22 6200B50Acetone
1400 25 9/19/19 20:35 EEHg/L9.0 9/19/19SM21-22 6200B50Benzene
ND 25 9/19/19 20:35 EEHg/L7.5 9/19/19SM21-22 6200B50Bromobenzene
ND 25 9/19/19 20:35 EEHg/L16 9/19/19SM21-22 6200B50Bromochloromethane
ND 25 9/19/19 20:35 EEHg/L8.0 9/19/19SM21-22 6200B50Bromodichloromethane
ND 25 9/19/19 20:35 EEHg/L23 9/19/19SM21-22 6200B50Bromoform
ND 50 9/19/19 20:35 EEHg/L39 9/19/19SM21-22 6200B50Bromomethane
ND 250 9/19/19 20:35 EEHg/L97 9/19/19SM21-22 6200B502-Butanone (MEK)
13 25 9/19/19 20:35 EEHg/L10 9/19/19SM21-22 6200B50Jn-Butylbenzene
12 25 9/19/19 20:35 EEHg/L8.0 9/19/19SM21-22 6200B50Jsec-Butylbenzene
ND 25 9/19/19 20:35 EEHg/L8.5 9/19/19SM21-22 6200B50tert-Butylbenzene
ND 25 9/19/19 20:35 EEHg/L5.5 9/19/19SM21-22 6200B50Carbon Tetrachloride
ND 25 9/19/19 20:35 EEHg/L7.5 9/19/19SM21-22 6200B50Chlorobenzene
ND 2500 9/19/19 20:35 EEHg/L530 9/19/19SM21-22 6200B50Ethanol
ND 25 9/19/19 20:35 EEHg/L10 9/19/19SM21-22 6200B50Chlorodibromomethane
ND 25 9/19/19 20:35 EEHg/L18 9/19/19SM21-22 6200B50Chloroethane
ND 25 9/19/19 20:35 EEHg/L8.5 9/19/19SM21-22 6200B50Chloroform
ND 50 9/19/19 20:35 EEHg/L22 9/19/19SM21-22 6200B50Chloromethane
ND 25 9/19/19 20:35 EEHg/L6.0 9/19/19SM21-22 6200B502-Chlorotoluene
ND 25 9/19/19 20:35 EEHg/L7.0 9/19/19SM21-22 6200B504-Chlorotoluene
ND 25 9/19/19 20:35 EEHg/L9.5 9/19/19SM21-22 6200B501,2-Dibromoethane (EDB)
ND 25 9/19/19 20:35 EEHg/L8.0 9/19/19SM21-22 6200B501,2-Dichlorobenzene
ND 25 9/19/19 20:35 EEHg/L6.0 9/19/19SM21-22 6200B501,3-Dichlorobenzene
ND 25 9/19/19 20:35 EEHg/L6.5 9/19/19SM21-22 6200B501,4-Dichlorobenzene
ND 25 9/19/19 20:35 EEHg/L13 9/19/19SM21-22 6200B50Dichlorodifluoromethane (Freon 12)
ND 25 9/19/19 20:35 EEHg/L8.0 9/19/19SM21-22 6200B501,1-Dichloroethane
ND 50 9/19/19 20:35 EEHg/L20 9/19/19SM21-22 6200B501,2-Dichloroethane
ND 25 9/19/19 20:35 EEHg/L16 9/19/19SM21-22 6200B501,1-Dichloroethylene
ND 25 9/19/19 20:35 EEHg/L6.5 9/19/19SM21-22 6200B50cis-1,2-Dichloroethylene
ND 25 9/19/19 20:35 EEHg/L16 9/19/19SM21-22 6200B50trans-1,2-Dichloroethylene
ND 25 9/19/19 20:35 EEHg/L10 9/19/19SM21-22 6200B501,2-Dichloropropane
ND 25 9/19/19 20:35 EEHg/L5.5 9/19/19SM21-22 6200B501,3-Dichloropropane
ND 25 9/19/19 20:35 EEHg/L10 9/19/19SM21-22 6200B502,2-Dichloropropane
ND 25 9/19/19 20:35 EEHg/L8.0 9/19/19SM21-22 6200B501,1-Dichloropropene
ND 25 9/19/19 20:35 EEHg/L6.5 9/19/19SM21-22 6200B50cis-1,3-Dichloropropene
ND 25 9/19/19 20:35 EEHg/L12 9/19/19SM21-22 6200B50trans-1,3-Dichloropropene
ND 25 9/19/19 20:35 EEHg/L8.5 9/19/19SM21-22 6200B50Diisopropyl Ether (DIPE)
570 25 9/19/19 20:35 EEHg/L6.5 9/19/19SM21-22 6200B50Ethylbenzene
ND 250 9/19/19 20:35 EEHg/L76 9/19/19SM21-22 6200B502-Hexanone (MBK)
37 25 9/19/19 20:35 EEHg/L8.5 9/19/19SM21-22 6200B50Isopropylbenzene (Cumene)
ND 25 9/19/19 20:35 EEHg/L10 9/19/19SM21-22 6200B50p-Isopropyltoluene (p-Cymene)
ND 25 9/19/19 20:35 EEHg/L12 9/19/19SM21-22 6200B50Methyl tert-Butyl Ether (MTBE)
ND 250 9/19/19 20:35 EEHg/L17 9/19/19SM21-22 6200B50Methylene Chloride
ND 250 9/19/19 20:35 EEHg/L84 9/19/19SM21-22 6200B504-Methyl-2-pentanone (MIBK)
Page 19 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 9/17/2019
Work Order: 19I0861Sample Description:Project Location: 861 Oak Ridge Farm Hwy, Moore
Sample ID: 19I0861-06
Field Sample #: MW-12
Sample Matrix: Ground Water
Sampled: 9/12/2019 11:05
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
450 250 9/19/19 20:35 EEHg/L16 9/19/19SM21-22 6200B50Naphthalene
57 25 9/19/19 20:35 EEHg/L6.5 9/19/19SM21-22 6200B50n-Propylbenzene
ND 25 9/19/19 20:35 EEHg/L5.5 9/19/19SM21-22 6200B50Styrene
ND 25 9/19/19 20:35 EEHg/L11 9/19/19SM21-22 6200B501,1,2,2-Tetrachloroethane
ND 25 9/19/19 20:35 EEHg/L9.0 9/19/19SM21-22 6200B50Tetrachloroethylene
54 25 9/19/19 20:35 EEHg/L7.0 9/19/19SM21-22 6200B50Toluene
ND 100 9/19/19 20:35 EEHg/L28 9/19/19SM21-22 6200B501,2,3-Trichlorobenzene
ND 25 9/19/19 20:35 EEHg/L20 9/19/19SM21-22 6200B501,2,4-Trichlorobenzene
ND 25 9/19/19 20:35 EEHg/L10 9/19/19SM21-22 6200B501,1,1-Trichloroethane
ND 25 9/19/19 20:35 EEHg/L8.0 9/19/19SM21-22 6200B501,1,2-Trichloroethane
ND 25 9/19/19 20:35 EEHg/L12 9/19/19SM21-22 6200B50Trichloroethylene
ND 25 9/19/19 20:35 EEHg/L16 9/19/19SM21-22 6200B50Trichlorofluoromethane (Freon 11)
ND 25 9/19/19 20:35 EEHg/L12 9/19/19SM21-22 6200B501,2,3-Trichloropropane
300 25 9/19/19 20:35 EEHg/L9.0 9/19/19SM21-22 6200B501,2,4-Trimethylbenzene
66 25 9/19/19 20:35 EEHg/L7.0 9/19/19SM21-22 6200B501,3,5-Trimethylbenzene
ND 1000 9/19/19 20:35 EEHg/L510 9/19/19SM21-22 6200B50Vinyl Acetate
ND 25 9/19/19 20:35 EEHg/L22 9/19/19SM21-22 6200B50Vinyl Chloride
1200 50 9/19/19 20:35 EEHg/L15 9/19/19SM21-22 6200B50m+p Xylene
26 25 9/19/19 20:35 EEHg/L8.5 9/19/19SM21-22 6200B50o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 98.9 9/19/19 20:3570-130
Toluene-d8 96.5 9/19/19 20:3570-130
4-Bromofluorobenzene 91.4 9/19/19 20:3570-130
Page 20 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 9/17/2019
Work Order: 19I0861Sample Description:Project Location: 861 Oak Ridge Farm Hwy, Moore
Sample ID: 19I0861-07
Field Sample #: RW-1
Sample Matrix: Ground Water
Sampled: 9/12/2019 09:20
[TOC_2]19I0861-07[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
ND 1000 9/20/19 8:33 EEHg/L76 9/19/19SM21-22 6200B20Acetone
310 10 9/20/19 8:33 EEHg/L3.6 9/19/19SM21-22 6200B20Benzene
ND 10 9/20/19 8:33 EEHg/L3.0 9/19/19SM21-22 6200B20Bromobenzene
ND 10 9/20/19 8:33 EEHg/L6.4 9/19/19SM21-22 6200B20Bromochloromethane
ND 10 9/20/19 8:33 EEHg/L3.2 9/19/19SM21-22 6200B20Bromodichloromethane
ND 10 9/20/19 8:33 EEHg/L9.2 9/19/19SM21-22 6200B20Bromoform
ND 20 9/20/19 8:33 EEHg/L16 9/19/19SM21-22 6200B20Bromomethane
ND 100 9/20/19 8:33 EEHg/L39 9/19/19SM21-22 6200B202-Butanone (MEK)
16 10 9/20/19 8:33 EEHg/L4.2 9/19/19SM21-22 6200B20n-Butylbenzene
8.6 10 9/20/19 8:33 EEHg/L3.2 9/19/19SM21-22 6200B20Jsec-Butylbenzene
ND 10 9/20/19 8:33 EEHg/L3.4 9/19/19SM21-22 6200B20tert-Butylbenzene
ND 10 9/20/19 8:33 EEHg/L2.2 9/19/19SM21-22 6200B20Carbon Tetrachloride
ND 10 9/20/19 8:33 EEHg/L3.0 9/19/19SM21-22 6200B20Chlorobenzene
ND 1000 9/20/19 8:33 EEHg/L210 9/19/19SM21-22 6200B20Ethanol
ND 10 9/20/19 8:33 EEHg/L4.2 9/19/19SM21-22 6200B20Chlorodibromomethane
ND 10 9/20/19 8:33 EEHg/L7.0 9/19/19SM21-22 6200B20Chloroethane
ND 10 9/20/19 8:33 EEHg/L3.4 9/19/19SM21-22 6200B20Chloroform
ND 20 9/20/19 8:33 EEHg/L9.0 9/19/19SM21-22 6200B20Chloromethane
ND 10 9/20/19 8:33 EEHg/L2.4 9/19/19SM21-22 6200B202-Chlorotoluene
ND 10 9/20/19 8:33 EEHg/L2.8 9/19/19SM21-22 6200B204-Chlorotoluene
ND 10 9/20/19 8:33 EEHg/L3.8 9/19/19SM21-22 6200B201,2-Dibromoethane (EDB)
ND 10 9/20/19 8:33 EEHg/L3.2 9/19/19SM21-22 6200B201,2-Dichlorobenzene
ND 10 9/20/19 8:33 EEHg/L2.4 9/19/19SM21-22 6200B201,3-Dichlorobenzene
ND 10 9/20/19 8:33 EEHg/L2.6 9/19/19SM21-22 6200B201,4-Dichlorobenzene
ND 10 9/20/19 8:33 EEHg/L5.2 9/19/19SM21-22 6200B20Dichlorodifluoromethane (Freon 12)
ND 10 9/20/19 8:33 EEHg/L3.2 9/19/19SM21-22 6200B201,1-Dichloroethane
ND 20 9/20/19 8:33 EEHg/L8.2 9/19/19SM21-22 6200B201,2-Dichloroethane
ND 10 9/20/19 8:33 EEHg/L6.4 9/19/19SM21-22 6200B201,1-Dichloroethylene
ND 10 9/20/19 8:33 EEHg/L2.6 9/19/19SM21-22 6200B20cis-1,2-Dichloroethylene
ND 10 9/20/19 8:33 EEHg/L6.2 9/19/19SM21-22 6200B20trans-1,2-Dichloroethylene
ND 10 9/20/19 8:33 EEHg/L4.0 9/19/19SM21-22 6200B201,2-Dichloropropane
ND 10 9/20/19 8:33 EEHg/L2.2 9/19/19SM21-22 6200B201,3-Dichloropropane
ND 10 9/20/19 8:33 EEHg/L4.0 9/19/19SM21-22 6200B202,2-Dichloropropane
ND 10 9/20/19 8:33 EEHg/L3.2 9/19/19SM21-22 6200B201,1-Dichloropropene
ND 10 9/20/19 8:33 EEHg/L2.6 9/19/19SM21-22 6200B20cis-1,3-Dichloropropene
ND 10 9/20/19 8:33 EEHg/L4.6 9/19/19SM21-22 6200B20trans-1,3-Dichloropropene
ND 10 9/20/19 8:33 EEHg/L3.4 9/19/19SM21-22 6200B20Diisopropyl Ether (DIPE)
360 10 9/20/19 8:33 EEHg/L2.6 9/19/19SM21-22 6200B20Ethylbenzene
110 100 9/20/19 8:33 EEHg/L30 9/19/19SM21-22 6200B202-Hexanone (MBK)
68 10 9/20/19 8:33 EEHg/L3.4 9/19/19SM21-22 6200B20Isopropylbenzene (Cumene)
8.4 10 9/20/19 8:33 EEHg/L4.0 9/19/19SM21-22 6200B20Jp-Isopropyltoluene (p-Cymene)
ND 10 9/20/19 8:33 EEHg/L5.0 9/19/19SM21-22 6200B20Methyl tert-Butyl Ether (MTBE)
ND 100 9/20/19 8:33 EEHg/L6.8 9/19/19SM21-22 6200B20Methylene Chloride
44 100 9/20/19 8:33 EEHg/L33 9/19/19SM21-22 6200B20J4-Methyl-2-pentanone (MIBK)
Page 21 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 9/17/2019
Work Order: 19I0861Sample Description:Project Location: 861 Oak Ridge Farm Hwy, Moore
Sample ID: 19I0861-07
Field Sample #: RW-1
Sample Matrix: Ground Water
Sampled: 9/12/2019 09:20
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
150 100 9/20/19 8:33 EEHg/L6.2 9/19/19SM21-22 6200B20Naphthalene
120 10 9/20/19 8:33 EEHg/L2.6 9/19/19SM21-22 6200B20n-Propylbenzene
ND 10 9/20/19 8:33 EEHg/L2.2 9/19/19SM21-22 6200B20Styrene
ND 10 9/20/19 8:33 EEHg/L4.4 9/19/19SM21-22 6200B201,1,2,2-Tetrachloroethane
ND 10 9/20/19 8:33 EEHg/L3.6 9/19/19SM21-22 6200B20Tetrachloroethylene
760 10 9/20/19 8:33 EEHg/L2.8 9/19/19SM21-22 6200B20Toluene
ND 40 9/20/19 8:33 EEHg/L11 9/19/19SM21-22 6200B201,2,3-Trichlorobenzene
ND 10 9/20/19 8:33 EEHg/L8.0 9/19/19SM21-22 6200B201,2,4-Trichlorobenzene
ND 10 9/20/19 8:33 EEHg/L4.0 9/19/19SM21-22 6200B201,1,1-Trichloroethane
ND 10 9/20/19 8:33 EEHg/L3.2 9/19/19SM21-22 6200B201,1,2-Trichloroethane
ND 10 9/20/19 8:33 EEHg/L4.8 9/19/19SM21-22 6200B20Trichloroethylene
ND 10 9/20/19 8:33 EEHg/L6.6 9/19/19SM21-22 6200B20Trichlorofluoromethane (Freon 11)
ND 10 9/20/19 8:33 EEHg/L5.0 9/19/19SM21-22 6200B201,2,3-Trichloropropane
810 10 9/20/19 8:33 EEHg/L3.6 9/19/19SM21-22 6200B201,2,4-Trimethylbenzene
290 10 9/20/19 8:33 EEHg/L2.8 9/19/19SM21-22 6200B201,3,5-Trimethylbenzene
ND 400 9/20/19 8:33 EEHg/L200 9/19/19SM21-22 6200B20R-05Vinyl Acetate
ND 10 9/20/19 8:33 EEHg/L9.0 9/19/19SM21-22 6200B20Vinyl Chloride
1700 20 9/20/19 8:33 EEHg/L6.0 9/19/19SM21-22 6200B20m+p Xylene
680 10 9/20/19 8:33 EEHg/L3.4 9/19/19SM21-22 6200B20o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 103 9/20/19 8:3370-130
Toluene-d8 97.2 9/20/19 8:3370-130
4-Bromofluorobenzene 97.6 9/20/19 8:3370-130
Page 22 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 9/17/2019
Work Order: 19I0861Sample Description:Project Location: 861 Oak Ridge Farm Hwy, Moore
Sample ID: 19I0861-08
Field Sample #: Field Blank
Sample Matrix: Field Blank
Sampled: 9/12/2019 08:55
[TOC_2]19I0861-08[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
5.8 50 9/19/19 12:00 EEHg/L3.8 9/19/19SM21-22 6200B1JAcetone
ND 0.50 9/19/19 12:00 EEHg/L0.18 9/19/19SM21-22 6200B1Benzene
ND 0.50 9/19/19 12:00 EEHg/L0.15 9/19/19SM21-22 6200B1Bromobenzene
ND 0.50 9/19/19 12:00 EEHg/L0.32 9/19/19SM21-22 6200B1Bromochloromethane
ND 0.50 9/19/19 12:00 EEHg/L0.16 9/19/19SM21-22 6200B1Bromodichloromethane
ND 0.50 9/19/19 12:00 EEHg/L0.46 9/19/19SM21-22 6200B1Bromoform
ND 1.0 9/19/19 12:00 EEHg/L0.78 9/19/19SM21-22 6200B1Bromomethane
ND 5.0 9/19/19 12:00 EEHg/L1.9 9/19/19SM21-22 6200B12-Butanone (MEK)
ND 0.50 9/19/19 12:00 EEHg/L0.21 9/19/19SM21-22 6200B1n-Butylbenzene
ND 0.50 9/19/19 12:00 EEHg/L0.16 9/19/19SM21-22 6200B1sec-Butylbenzene
ND 0.50 9/19/19 12:00 EEHg/L0.17 9/19/19SM21-22 6200B1tert-Butylbenzene
ND 0.50 9/19/19 12:00 EEHg/L0.11 9/19/19SM21-22 6200B1Carbon Tetrachloride
ND 0.50 9/19/19 12:00 EEHg/L0.15 9/19/19SM21-22 6200B1Chlorobenzene
ND 50 9/19/19 12:00 EEHg/L11 9/19/19SM21-22 6200B1Ethanol
ND 0.50 9/19/19 12:00 EEHg/L0.21 9/19/19SM21-22 6200B1Chlorodibromomethane
ND 0.50 9/19/19 12:00 EEHg/L0.35 9/19/19SM21-22 6200B1Chloroethane
ND 0.50 9/19/19 12:00 EEHg/L0.17 9/19/19SM21-22 6200B1Chloroform
ND 1.0 9/19/19 12:00 EEHg/L0.45 9/19/19SM21-22 6200B1Chloromethane
ND 0.50 9/19/19 12:00 EEHg/L0.12 9/19/19SM21-22 6200B12-Chlorotoluene
ND 0.50 9/19/19 12:00 EEHg/L0.14 9/19/19SM21-22 6200B14-Chlorotoluene
ND 0.50 9/19/19 12:00 EEHg/L0.19 9/19/19SM21-22 6200B11,2-Dibromoethane (EDB)
ND 0.50 9/19/19 12:00 EEHg/L0.16 9/19/19SM21-22 6200B11,2-Dichlorobenzene
ND 0.50 9/19/19 12:00 EEHg/L0.12 9/19/19SM21-22 6200B11,3-Dichlorobenzene
ND 0.50 9/19/19 12:00 EEHg/L0.13 9/19/19SM21-22 6200B11,4-Dichlorobenzene
ND 0.50 9/19/19 12:00 EEHg/L0.26 9/19/19SM21-22 6200B1Dichlorodifluoromethane (Freon 12)
ND 0.50 9/19/19 12:00 EEHg/L0.16 9/19/19SM21-22 6200B11,1-Dichloroethane
ND 1.0 9/19/19 12:00 EEHg/L0.41 9/19/19SM21-22 6200B11,2-Dichloroethane
ND 0.50 9/19/19 12:00 EEHg/L0.32 9/19/19SM21-22 6200B11,1-Dichloroethylene
ND 0.50 9/19/19 12:00 EEHg/L0.13 9/19/19SM21-22 6200B1cis-1,2-Dichloroethylene
ND 0.50 9/19/19 12:00 EEHg/L0.31 9/19/19SM21-22 6200B1trans-1,2-Dichloroethylene
ND 0.50 9/19/19 12:00 EEHg/L0.20 9/19/19SM21-22 6200B11,2-Dichloropropane
ND 0.50 9/19/19 12:00 EEHg/L0.11 9/19/19SM21-22 6200B11,3-Dichloropropane
ND 0.50 9/19/19 12:00 EEHg/L0.20 9/19/19SM21-22 6200B12,2-Dichloropropane
ND 0.50 9/19/19 12:00 EEHg/L0.16 9/19/19SM21-22 6200B11,1-Dichloropropene
ND 0.50 9/19/19 12:00 EEHg/L0.13 9/19/19SM21-22 6200B1cis-1,3-Dichloropropene
ND 0.50 9/19/19 12:00 EEHg/L0.23 9/19/19SM21-22 6200B1trans-1,3-Dichloropropene
ND 0.50 9/19/19 12:00 EEHg/L0.17 9/19/19SM21-22 6200B1Diisopropyl Ether (DIPE)
ND 0.50 9/19/19 12:00 EEHg/L0.13 9/19/19SM21-22 6200B1Ethylbenzene
ND 5.0 9/19/19 12:00 EEHg/L1.5 9/19/19SM21-22 6200B12-Hexanone (MBK)
ND 0.50 9/19/19 12:00 EEHg/L0.17 9/19/19SM21-22 6200B1Isopropylbenzene (Cumene)
ND 0.50 9/19/19 12:00 EEHg/L0.20 9/19/19SM21-22 6200B1p-Isopropyltoluene (p-Cymene)
ND 0.50 9/19/19 12:00 EEHg/L0.25 9/19/19SM21-22 6200B1Methyl tert-Butyl Ether (MTBE)
4.7 5.0 9/19/19 12:00 EEHg/L0.34 9/19/19SM21-22 6200B1JMethylene Chloride
ND 5.0 9/19/19 12:00 EEHg/L1.7 9/19/19SM21-22 6200B14-Methyl-2-pentanone (MIBK)
Page 23 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 9/17/2019
Work Order: 19I0861Sample Description:Project Location: 861 Oak Ridge Farm Hwy, Moore
Sample ID: 19I0861-08
Field Sample #: Field Blank
Sample Matrix: Field Blank
Sampled: 9/12/2019 08:55
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Volatile Organic Compounds by GC/MS
ND 5.0 9/19/19 12:00 EEHg/L0.31 9/19/19SM21-22 6200B1Naphthalene
ND 0.50 9/19/19 12:00 EEHg/L0.13 9/19/19SM21-22 6200B1n-Propylbenzene
ND 0.50 9/19/19 12:00 EEHg/L0.11 9/19/19SM21-22 6200B1Styrene
ND 0.50 9/19/19 12:00 EEHg/L0.22 9/19/19SM21-22 6200B11,1,2,2-Tetrachloroethane
ND 0.50 9/19/19 12:00 EEHg/L0.18 9/19/19SM21-22 6200B1Tetrachloroethylene
ND 0.50 9/19/19 12:00 EEHg/L0.14 9/19/19SM21-22 6200B1Toluene
ND 2.0 9/19/19 12:00 EEHg/L0.57 9/19/19SM21-22 6200B11,2,3-Trichlorobenzene
ND 0.50 9/19/19 12:00 EEHg/L0.40 9/19/19SM21-22 6200B11,2,4-Trichlorobenzene
ND 0.50 9/19/19 12:00 EEHg/L0.20 9/19/19SM21-22 6200B11,1,1-Trichloroethane
ND 0.50 9/19/19 12:00 EEHg/L0.16 9/19/19SM21-22 6200B11,1,2-Trichloroethane
ND 0.50 9/19/19 12:00 EEHg/L0.24 9/19/19SM21-22 6200B1Trichloroethylene
ND 0.50 9/19/19 12:00 EEHg/L0.33 9/19/19SM21-22 6200B1Trichlorofluoromethane (Freon 11)
ND 0.50 9/19/19 12:00 EEHg/L0.25 9/19/19SM21-22 6200B11,2,3-Trichloropropane
ND 0.50 9/19/19 12:00 EEHg/L0.18 9/19/19SM21-22 6200B11,2,4-Trimethylbenzene
ND 0.50 9/19/19 12:00 EEHg/L0.14 9/19/19SM21-22 6200B11,3,5-Trimethylbenzene
ND 20 9/19/19 12:00 EEHg/L10 9/19/19SM21-22 6200B1Vinyl Acetate
ND 0.50 9/19/19 12:00 EEHg/L0.45 9/19/19SM21-22 6200B1Vinyl Chloride
ND 1.0 9/19/19 12:00 EEHg/L0.30 9/19/19SM21-22 6200B1m+p Xylene
ND 0.50 9/19/19 12:00 EEHg/L0.17 9/19/19SM21-22 6200B1o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 99.9 9/19/19 12:0070-130
Toluene-d8 98.6 9/19/19 12:0070-130
4-Bromofluorobenzene 88.6 9/19/19 12:0070-130
Page 24 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Sample Extraction Data
Prep Method: SW-846 5030B-SM21-22 6200B
Lab Number [Field ID]Batch DateInitial [mL]Final [mL]
B240950 09/19/190.02 5.0019I0861-01 [MW-1]
B240950 09/19/195 5.0019I0861-02 [MW-4]
B240950 09/19/190.05 5.0019I0861-03 [MW-8]
B240950 09/19/195 5.0019I0861-04 [MW-9]
B240950 09/19/190.05 5.0019I0861-05 [MW-11]
B240950 09/19/190.1 5.0019I0861-06 [MW-12]
B240950 09/19/195 5.0019I0861-08 [Field Blank]
Prep Method: SW-846 5030B-SM21-22 6200B
Lab Number [Field ID]Batch DateInitial [mL]Final [mL]
B240953 09/19/190.25 5.0019I0861-07 [RW-1]
[TOC_1]Sample Preparation Information[TOC]
Page 25 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
[TOC_2]Volatile Organic Compounds by GC/MS[TOC]
Batch B240950 - SW-846 5030B
[TOC_3]B240950[TOC]
Blank (B240950-BLK1) Prepared & Analyzed: 09/19/19
Acetone g/L50ND
Benzene g/L0.50ND
Bromobenzene g/L0.50ND
Bromochloromethane g/L0.50ND
Bromodichloromethane g/L0.50ND
Bromoform g/L0.50ND
Bromomethane g/L1.0ND
2-Butanone (MEK)g/L5.0ND
n-Butylbenzene g/L0.50ND
sec-Butylbenzene g/L0.50ND
tert-Butylbenzene g/L0.50ND
Carbon Tetrachloride g/L0.50ND
Chlorobenzene g/L0.50ND
Ethanol g/L50ND
Chlorodibromomethane g/L0.50ND
Chloroethane g/L0.50ND
Chloroform g/L0.50ND
Chloromethane g/L0.60ND
2-Chlorotoluene g/L0.50ND
4-Chlorotoluene g/L0.50ND
1,2-Dibromoethane (EDB)g/L0.50ND
1,2-Dichlorobenzene g/L0.50ND
1,3-Dichlorobenzene g/L0.50ND
1,4-Dichlorobenzene g/L0.50ND
Dichlorodifluoromethane (Freon 12)g/L0.50ND
1,1-Dichloroethane g/L0.50ND
1,2-Dichloroethane g/L0.50ND
1,1-Dichloroethylene g/L0.50ND
cis-1,2-Dichloroethylene g/L0.50ND
trans-1,2-Dichloroethylene g/L0.50ND
1,2-Dichloropropane g/L0.50ND
1,3-Dichloropropane g/L0.50ND
2,2-Dichloropropane g/L0.50ND
1,1-Dichloropropene g/L0.50ND
cis-1,3-Dichloropropene g/L0.50ND
trans-1,3-Dichloropropene g/L0.50ND
Diisopropyl Ether (DIPE)g/L0.50ND
Ethylbenzene g/L0.50ND
2-Hexanone (MBK)g/L5.0ND
Isopropylbenzene (Cumene)g/L0.50ND
p-Isopropyltoluene (p-Cymene)g/L0.50ND
Methyl tert-Butyl Ether (MTBE)g/L0.50ND
Methylene Chloride g/L5.0ND
4-Methyl-2-pentanone (MIBK)g/L5.0ND
Naphthalene g/L0.50ND
n-Propylbenzene g/L0.50ND
Styrene g/L0.50ND
1,1,2,2-Tetrachloroethane g/L0.50ND
Tetrachloroethylene g/L0.50ND
Toluene g/L0.50ND
1,2,3-Trichlorobenzene g/L1.0ND
1,2,4-Trichlorobenzene g/L0.50ND
[TOC_1]QC Data[TOC]
Page 26 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
Batch B240950 - SW-846 5030B
Blank (B240950-BLK1) Prepared & Analyzed: 09/19/19
1,1,1-Trichloroethane g/L0.50ND
1,1,2-Trichloroethane g/L0.50ND
Trichloroethylene g/L0.50ND
Trichlorofluoromethane (Freon 11)g/L0.50ND
1,2,3-Trichloropropane g/L0.50ND
1,2,4-Trimethylbenzene g/L0.50ND
1,3,5-Trimethylbenzene g/L0.50ND
Vinyl Acetate g/L20ND
Vinyl Chloride g/L0.50ND
m+p Xylene g/L1.0ND
o-Xylene g/L0.50ND
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 98.724.7
g/L 25.0 70-130Surrogate: Toluene-d8 95.623.9
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 89.122.3
LCS (B240950-BS1) Prepared & Analyzed: 09/19/19
Acetone g/L50 100 70-130125125
Benzene g/L0.50 10.0 70-13084.18.41
Bromobenzene g/L0.50 10.0 70-13095.39.53
Bromochloromethane g/L0.50 10.0 70-13010210.2
Bromodichloromethane g/L0.50 10.0 70-13099.49.94
Bromoform g/L0.50 10.0 70-13099.39.93
Bromomethane g/L1.0 10.0 60-14013913.9
2-Butanone (MEK)g/L5.0 100 70-13091.291.2
n-Butylbenzene g/L0.50 10.0 70-13010210.2
sec-Butylbenzene g/L0.50 10.0 70-13010510.5
tert-Butylbenzene g/L0.50 10.0 70-13010210.2
Carbon Tetrachloride g/L0.50 10.0 70-13095.49.54
Chlorobenzene g/L0.50 10.0 70-13098.09.80
Ethanol g/L50 100 L-0270-130137*137
Chlorodibromomethane g/L0.50 10.0 70-13094.89.48
Chloroethane g/L0.50 10.0 60-14010710.7
Chloroform g/L0.50 10.0 70-13086.88.68
Chloromethane g/L0.60 10.0 60-14010310.3
2-Chlorotoluene g/L0.50 10.0 70-13091.79.17
4-Chlorotoluene g/L0.50 10.0 70-13097.99.79
1,2-Dibromoethane (EDB)g/L0.50 10.0 70-13095.59.55
1,2-Dichlorobenzene g/L0.50 10.0 70-13096.49.64
1,3-Dichlorobenzene g/L0.50 10.0 70-13010110.1
1,4-Dichlorobenzene g/L0.50 10.0 70-13098.89.88
Dichlorodifluoromethane (Freon 12)g/L0.50 10.0 60-14090.19.01
1,1-Dichloroethane g/L0.50 10.0 70-13090.89.08
1,2-Dichloroethane g/L0.50 10.0 70-13010010.0
1,1-Dichloroethylene g/L0.50 10.0 70-13011611.6
cis-1,2-Dichloroethylene g/L0.50 10.0 70-13094.49.44
trans-1,2-Dichloroethylene g/L0.50 10.0 70-13094.99.49
1,2-Dichloropropane g/L0.50 10.0 70-13093.39.33
1,3-Dichloropropane g/L0.50 10.0 70-13094.69.46
2,2-Dichloropropane g/L0.50 10.0 70-13087.78.77
1,1-Dichloropropene g/L0.50 10.0 70-13092.99.29
cis-1,3-Dichloropropene g/L0.50 10.0 70-13096.29.62
trans-1,3-Dichloropropene g/L0.50 10.0 70-13087.78.77
Page 27 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
Batch B240950 - SW-846 5030B
LCS (B240950-BS1) Prepared & Analyzed: 09/19/19
Diisopropyl Ether (DIPE)g/L0.50 10.0 70-13010010.0
Ethylbenzene g/L0.50 10.0 70-13099.69.96
2-Hexanone (MBK)g/L5.0 100 70-130103103
Isopropylbenzene (Cumene)g/L0.50 10.0 70-13010310.3
p-Isopropyltoluene (p-Cymene)g/L0.50 10.0 70-13097.99.79
Methyl tert-Butyl Ether (MTBE)g/L0.50 10.0 70-13072.17.21
Methylene Chloride g/L5.0 10.0 70-13011011.0
4-Methyl-2-pentanone (MIBK)g/L5.0 100 70-130110110
Naphthalene g/L0.50 10.0 70-13098.59.85
n-Propylbenzene g/L0.50 10.0 70-13010210.2
Styrene g/L0.50 10.0 70-13085.38.53
1,1,2,2-Tetrachloroethane g/L0.50 10.0 70-13097.79.77
Tetrachloroethylene g/L0.50 10.0 70-13010310.3
Toluene g/L0.50 10.0 70-13093.19.31
1,2,3-Trichlorobenzene g/L1.0 10.0 70-13098.59.85
1,2,4-Trichlorobenzene g/L0.50 10.0 70-13096.89.68
1,1,1-Trichloroethane g/L0.50 10.0 70-13096.69.66
1,1,2-Trichloroethane g/L0.50 10.0 70-13087.88.78
Trichloroethylene g/L0.50 10.0 70-13093.99.39
Trichlorofluoromethane (Freon 11)g/L0.50 10.0 70-13011611.6
1,2,3-Trichloropropane g/L0.50 10.0 70-13098.69.86
1,2,4-Trimethylbenzene g/L0.50 10.0 70-13091.69.16
1,3,5-Trimethylbenzene g/L0.50 10.0 70-13094.29.42
Vinyl Acetate g/L20 100 70-13080.080.0
Vinyl Chloride g/L0.50 10.0 L-0260-140344*34.4
m+p Xylene g/L1.0 20.0 70-13099.419.9
o-Xylene g/L0.50 10.0 70-13010110.1
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 10125.2
g/L 25.0 70-130Surrogate: Toluene-d8 96.624.2
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 93.523.4
LCS Dup (B240950-BSD1) Prepared & Analyzed: 09/19/19
Acetone g/L50 100 2570-130120 3.82120
Benzene g/L0.50 10.0 2570-13082.5 1.928.25
Bromobenzene g/L0.50 10.0 2570-13093.4 2.019.34
Bromochloromethane g/L0.50 10.0 2570-13096.9 5.429.69
Bromodichloromethane g/L0.50 10.0 2570-13094.4 5.169.44
Bromoform g/L0.50 10.0 2570-13097.4 1.939.74
Bromomethane g/L1.0 10.0 2560-140128 8.6812.8
2-Butanone (MEK)g/L5.0 100 2570-13089.4 1.9689.4
n-Butylbenzene g/L0.50 10.0 2570-130104 2.1310.4
sec-Butylbenzene g/L0.50 10.0 2570-130106 0.95110.6
tert-Butylbenzene g/L0.50 10.0 2570-130103 1.2710.3
Carbon Tetrachloride g/L0.50 10.0 2570-13092.4 3.199.24
Chlorobenzene g/L0.50 10.0 2570-13095.5 2.589.55
Ethanol g/L50 100 25 L-0270-130159 14.7*159
Chlorodibromomethane g/L0.50 10.0 2570-13095.7 0.9459.57
Chloroethane g/L0.50 10.0 2560-140100 6.0810.0
Chloroform g/L0.50 10.0 2570-13085.7 1.288.57
Chloromethane g/L0.60 10.0 2560-140101 1.8710.1
2-Chlorotoluene g/L0.50 10.0 2570-13091.4 0.3289.14
4-Chlorotoluene g/L0.50 10.0 2570-13097.9 0.009.79
Page 28 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
Batch B240950 - SW-846 5030B
LCS Dup (B240950-BSD1) Prepared & Analyzed: 09/19/19
1,2-Dibromoethane (EDB)g/L0.50 10.0 2570-13092.3 3.419.23
1,2-Dichlorobenzene g/L0.50 10.0 2570-13096.4 0.009.64
1,3-Dichlorobenzene g/L0.50 10.0 2570-130102 0.59210.2
1,4-Dichlorobenzene g/L0.50 10.0 2570-130101 2.1010.1
Dichlorodifluoromethane (Freon 12)g/L0.50 10.0 2560-14087.8 2.598.78
1,1-Dichloroethane g/L0.50 10.0 2570-13087.9 3.258.79
1,2-Dichloroethane g/L0.50 10.0 2570-130100 0.099710.0
1,1-Dichloroethylene g/L0.50 10.0 2570-130114 2.1811.4
cis-1,2-Dichloroethylene g/L0.50 10.0 2570-13091.2 3.459.12
trans-1,2-Dichloroethylene g/L0.50 10.0 2570-13093.4 1.599.34
1,2-Dichloropropane g/L0.50 10.0 2570-13093.2 0.1079.32
1,3-Dichloropropane g/L0.50 10.0 2570-13092.1 2.689.21
2,2-Dichloropropane g/L0.50 10.0 2570-13084.7 3.488.47
1,1-Dichloropropene g/L0.50 10.0 2570-13089.7 3.508.97
cis-1,3-Dichloropropene g/L0.50 10.0 2570-13094.1 2.219.41
trans-1,3-Dichloropropene g/L0.50 10.0 2570-13087.1 0.6878.71
Diisopropyl Ether (DIPE)g/L0.50 10.0 2570-13097.7 2.339.77
Ethylbenzene g/L0.50 10.0 2570-13098.0 1.629.80
2-Hexanone (MBK)g/L5.0 100 2570-130104 1.11104
Isopropylbenzene (Cumene)g/L0.50 10.0 2570-13099.8 3.069.98
p-Isopropyltoluene (p-Cymene)g/L0.50 10.0 2570-13096.6 1.349.66
Methyl tert-Butyl Ether (MTBE)g/L0.50 10.0 25 L-0770-13067.6 6.44*6.76
Methylene Chloride g/L5.0 10.0 2570-130110 0.36411.0
4-Methyl-2-pentanone (MIBK)g/L5.0 100 2570-130109 0.696109
Naphthalene g/L0.50 10.0 2570-130101 2.1110.1
n-Propylbenzene g/L0.50 10.0 2570-13097.6 4.319.76
Styrene g/L0.50 10.0 2570-13079.1 7.547.91
1,1,2,2-Tetrachloroethane g/L0.50 10.0 2570-13098.5 0.8159.85
Tetrachloroethylene g/L0.50 10.0 2570-130101 2.0610.1
Toluene g/L0.50 10.0 2570-13091.8 1.419.18
1,2,3-Trichlorobenzene g/L1.0 10.0 2570-130101 2.4110.1
1,2,4-Trichlorobenzene g/L0.50 10.0 2570-130102 5.1310.2
1,1,1-Trichloroethane g/L0.50 10.0 2570-13095.7 0.9369.57
1,1,2-Trichloroethane g/L0.50 10.0 2570-13091.8 4.459.18
Trichloroethylene g/L0.50 10.0 2570-13093.7 0.2139.37
Trichlorofluoromethane (Freon 11)g/L0.50 10.0 2570-130112 3.4211.2
1,2,3-Trichloropropane g/L0.50 10.0 2570-13096.9 1.749.69
1,2,4-Trimethylbenzene g/L0.50 10.0 2570-13087.8 4.248.78
1,3,5-Trimethylbenzene g/L0.50 10.0 2570-13092.8 1.509.28
Vinyl Acetate g/L20 100 2570-13077.2 3.6177.2
Vinyl Chloride g/L0.50 10.0 25 L-0260-140340 1.17*34.0
m+p Xylene g/L1.0 20.0 2570-13097.2 2.2919.4
o-Xylene g/L0.50 10.0 2570-130100 0.99410.0
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 10125.2
g/L 25.0 70-130Surrogate: Toluene-d8 97.624.4
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 93.823.4
Page 29 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
Batch B240953 - SW-846 5030B
[TOC_3]B240953[TOC]
Blank (B240953-BLK1) Prepared: 09/19/19 Analyzed: 09/20/19
Acetone g/L50ND
Benzene g/L0.50ND
Bromobenzene g/L0.50ND
Bromochloromethane g/L0.50ND
Bromodichloromethane g/L0.50ND
Bromoform g/L0.50ND
Bromomethane g/L1.0ND
2-Butanone (MEK)g/L5.0ND
n-Butylbenzene g/L0.50ND
sec-Butylbenzene g/L0.50ND
tert-Butylbenzene g/L0.50ND
Carbon Tetrachloride g/L0.50ND
Chlorobenzene g/L0.50ND
Ethanol g/L50ND
Chlorodibromomethane g/L0.50ND
Chloroethane g/L0.50ND
Chloroform g/L0.50ND
Chloromethane g/L0.60ND
2-Chlorotoluene g/L0.50ND
4-Chlorotoluene g/L0.50ND
1,2-Dibromoethane (EDB)g/L0.50ND
1,2-Dichlorobenzene g/L0.50ND
1,3-Dichlorobenzene g/L0.50ND
1,4-Dichlorobenzene g/L0.50ND
Dichlorodifluoromethane (Freon 12)g/L0.50ND
1,1-Dichloroethane g/L0.50ND
1,2-Dichloroethane g/L0.50ND
1,1-Dichloroethylene g/L0.50ND
cis-1,2-Dichloroethylene g/L0.50ND
trans-1,2-Dichloroethylene g/L0.50ND
1,2-Dichloropropane g/L0.50ND
1,3-Dichloropropane g/L0.50ND
2,2-Dichloropropane g/L0.50ND
1,1-Dichloropropene g/L0.50ND
cis-1,3-Dichloropropene g/L0.50ND
trans-1,3-Dichloropropene g/L0.50ND
Diisopropyl Ether (DIPE)g/L0.50ND
Ethylbenzene g/L0.50ND
2-Hexanone (MBK)g/L5.0ND
Isopropylbenzene (Cumene)g/L0.50ND
p-Isopropyltoluene (p-Cymene)g/L0.50ND
Methyl tert-Butyl Ether (MTBE)g/L0.50ND
Methylene Chloride g/L5.0ND
4-Methyl-2-pentanone (MIBK)g/L5.0ND
Naphthalene g/L0.50ND
n-Propylbenzene g/L0.50ND
Styrene g/L0.50ND
1,1,2,2-Tetrachloroethane g/L0.50ND
Tetrachloroethylene g/L0.50ND
Toluene g/L0.50ND
1,2,3-Trichlorobenzene g/L1.0ND
1,2,4-Trichlorobenzene g/L0.50ND
Page 30 of 39
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
Batch B240953 - SW-846 5030B
Blank (B240953-BLK1) Prepared: 09/19/19 Analyzed: 09/20/19
1,1,1-Trichloroethane g/L0.50ND
1,1,2-Trichloroethane g/L0.50ND
Trichloroethylene g/L0.50ND
Trichlorofluoromethane (Freon 11)g/L0.50ND
1,2,3-Trichloropropane g/L0.50ND
1,2,4-Trimethylbenzene g/L0.50ND
1,3,5-Trimethylbenzene g/L0.50ND
Vinyl Acetate g/L20 R-05ND
Vinyl Chloride g/L0.50ND
m+p Xylene g/L1.0ND
o-Xylene g/L0.50ND
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 10025.1
g/L 25.0 70-130Surrogate: Toluene-d8 98.024.5
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 90.422.6
LCS (B240953-BS1) Prepared & Analyzed: 09/19/19
Acetone g/L50 100 70-130127127
Benzene g/L0.50 10.0 70-13087.88.78
Bromobenzene g/L0.50 10.0 70-13094.49.44
Bromochloromethane g/L0.50 10.0 70-13010110.1
Bromodichloromethane g/L0.50 10.0 70-13099.59.95
Bromoform g/L0.50 10.0 70-13092.29.22
Bromomethane g/L1.0 10.0 60-14012212.2
2-Butanone (MEK)g/L5.0 100 70-13088.888.8
n-Butylbenzene g/L0.50 10.0 70-13097.19.71
sec-Butylbenzene g/L0.50 10.0 70-13010310.3
tert-Butylbenzene g/L0.50 10.0 70-13010310.3
Carbon Tetrachloride g/L0.50 10.0 70-13096.79.67
Chlorobenzene g/L0.50 10.0 70-13095.39.53
Ethanol g/L50 100 L-0270-130165*165
Chlorodibromomethane g/L0.50 10.0 70-13093.69.36
Chloroethane g/L0.50 10.0 60-14010610.6
Chloroform g/L0.50 10.0 70-13086.98.69
Chloromethane g/L0.60 10.0 60-14010010.0
2-Chlorotoluene g/L0.50 10.0 70-13089.08.90
4-Chlorotoluene g/L0.50 10.0 70-13096.89.68
1,2-Dibromoethane (EDB)g/L0.50 10.0 70-13089.68.96
1,2-Dichlorobenzene g/L0.50 10.0 70-13096.59.65
1,3-Dichlorobenzene g/L0.50 10.0 70-13010110.1
1,4-Dichlorobenzene g/L0.50 10.0 70-13099.89.98
Dichlorodifluoromethane (Freon 12)g/L0.50 10.0 60-14089.38.93
1,1-Dichloroethane g/L0.50 10.0 70-13092.29.22
1,2-Dichloroethane g/L0.50 10.0 70-13098.69.86
1,1-Dichloroethylene g/L0.50 10.0 70-13011711.7
cis-1,2-Dichloroethylene g/L0.50 10.0 70-13093.69.36
trans-1,2-Dichloroethylene g/L0.50 10.0 70-13096.89.68
1,2-Dichloropropane g/L0.50 10.0 70-13095.49.54
1,3-Dichloropropane g/L0.50 10.0 70-13093.39.33
2,2-Dichloropropane g/L0.50 10.0 70-13070.07.00
1,1-Dichloropropene g/L0.50 10.0 70-13091.79.17
cis-1,3-Dichloropropene g/L0.50 10.0 70-13093.39.33
trans-1,3-Dichloropropene g/L0.50 10.0 70-13085.38.53
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39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
Batch B240953 - SW-846 5030B
LCS (B240953-BS1) Prepared & Analyzed: 09/19/19
Diisopropyl Ether (DIPE)g/L0.50 10.0 70-13099.29.92
Ethylbenzene g/L0.50 10.0 70-13010210.2
2-Hexanone (MBK)g/L5.0 100 70-130106106
Isopropylbenzene (Cumene)g/L0.50 10.0 70-13010110.1
p-Isopropyltoluene (p-Cymene)g/L0.50 10.0 70-13095.19.51
Methyl tert-Butyl Ether (MTBE)g/L0.50 10.0 70-13073.47.34
Methylene Chloride g/L5.0 10.0 70-13011211.2
4-Methyl-2-pentanone (MIBK)g/L5.0 100 70-130108108
Naphthalene g/L0.50 10.0 70-13010410.4
n-Propylbenzene g/L0.50 10.0 70-13098.79.87
Styrene g/L0.50 10.0 70-13085.78.57
1,1,2,2-Tetrachloroethane g/L0.50 10.0 70-13087.28.72
Tetrachloroethylene g/L0.50 10.0 70-13099.79.97
Toluene g/L0.50 10.0 70-13098.19.81
1,2,3-Trichlorobenzene g/L1.0 10.0 70-13091.19.11
1,2,4-Trichlorobenzene g/L0.50 10.0 70-13093.49.34
1,1,1-Trichloroethane g/L0.50 10.0 70-13096.19.61
1,1,2-Trichloroethane g/L0.50 10.0 70-13089.38.93
Trichloroethylene g/L0.50 10.0 70-13010510.5
Trichlorofluoromethane (Freon 11)g/L0.50 10.0 70-13011411.4
1,2,3-Trichloropropane g/L0.50 10.0 70-13095.99.59
1,2,4-Trimethylbenzene g/L0.50 10.0 70-13097.39.73
1,3,5-Trimethylbenzene g/L0.50 10.0 70-13093.99.39
Vinyl Acetate g/L20 100 R-05, L-07A70-13037.6 *37.6
Vinyl Chloride g/L0.50 10.0 L-0260-140346*34.6
m+p Xylene g/L1.0 20.0 70-13010320.6
o-Xylene g/L0.50 10.0 70-13010510.5
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 10025.1
g/L 25.0 70-130Surrogate: Toluene-d8 95.723.9
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 94.623.7
LCS Dup (B240953-BSD1) Prepared & Analyzed: 09/19/19
Acetone g/L50 100 2570-130127 0.354127
Benzene g/L0.50 10.0 2570-13086.2 1.848.62
Bromobenzene g/L0.50 10.0 2570-13097.3 3.039.73
Bromochloromethane g/L0.50 10.0 2570-13099.2 1.709.92
Bromodichloromethane g/L0.50 10.0 2570-13095.8 3.799.58
Bromoform g/L0.50 10.0 2570-13098.9 7.019.89
Bromomethane g/L1.0 10.0 2560-140115 5.3211.5
2-Butanone (MEK)g/L5.0 100 2570-130102 13.4102
n-Butylbenzene g/L0.50 10.0 2570-130101 3.8410.1
sec-Butylbenzene g/L0.50 10.0 2570-130102 0.48810.2
tert-Butylbenzene g/L0.50 10.0 2570-130100 2.7610.0
Carbon Tetrachloride g/L0.50 10.0 2570-13094.7 2.099.47
Chlorobenzene g/L0.50 10.0 2570-13097.3 2.089.73
Ethanol g/L50 100 25 L-0270-130152 7.95*152
Chlorodibromomethane g/L0.50 10.0 2570-13098.6 5.209.86
Chloroethane g/L0.50 10.0 2560-140104 2.5710.4
Chloroform g/L0.50 10.0 2570-13085.5 1.628.55
Chloromethane g/L0.60 10.0 2560-14098.1 2.229.81
2-Chlorotoluene g/L0.50 10.0 2570-13093.0 4.409.30
4-Chlorotoluene g/L0.50 10.0 2570-130101 4.3510.1
Page 32 of 39
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39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
Batch B240953 - SW-846 5030B
LCS Dup (B240953-BSD1) Prepared & Analyzed: 09/19/19
1,2-Dibromoethane (EDB)g/L0.50 10.0 2570-13093.3 4.059.33
1,2-Dichlorobenzene g/L0.50 10.0 2570-13098.5 2.059.85
1,3-Dichlorobenzene g/L0.50 10.0 2570-130101 0.49510.1
1,4-Dichlorobenzene g/L0.50 10.0 2570-13099.2 0.6039.92
Dichlorodifluoromethane (Freon 12)g/L0.50 10.0 2560-14087.3 2.278.73
1,1-Dichloroethane g/L0.50 10.0 2570-13088.8 3.768.88
1,2-Dichloroethane g/L0.50 10.0 2570-130101 2.0110.1
1,1-Dichloroethylene g/L0.50 10.0 2570-130112 3.9211.2
cis-1,2-Dichloroethylene g/L0.50 10.0 2570-13092.0 1.729.20
trans-1,2-Dichloroethylene g/L0.50 10.0 2570-13092.8 4.229.28
1,2-Dichloropropane g/L0.50 10.0 2570-13092.5 3.099.25
1,3-Dichloropropane g/L0.50 10.0 2570-13098.4 5.329.84
2,2-Dichloropropane g/L0.50 10.0 25 L-0770-13068.5 2.17*6.85
1,1-Dichloropropene g/L0.50 10.0 2570-13092.6 0.9779.26
cis-1,3-Dichloropropene g/L0.50 10.0 2570-13091.3 2.179.13
trans-1,3-Dichloropropene g/L0.50 10.0 2570-13089.7 5.038.97
Diisopropyl Ether (DIPE)g/L0.50 10.0 2570-13099.0 0.2029.90
Ethylbenzene g/L0.50 10.0 2570-130100 1.6810.0
2-Hexanone (MBK)g/L5.0 100 2570-130122 13.8122
Isopropylbenzene (Cumene)g/L0.50 10.0 2570-130102 0.88510.2
p-Isopropyltoluene (p-Cymene)g/L0.50 10.0 2570-13094.9 0.2119.49
Methyl tert-Butyl Ether (MTBE)g/L0.50 10.0 2570-13085.2 14.98.52
Methylene Chloride g/L5.0 10.0 2570-130114 2.2111.4
4-Methyl-2-pentanone (MIBK)g/L5.0 100 2570-130123 13.2123
Naphthalene g/L0.50 10.0 2570-130120 14.012.0
n-Propylbenzene g/L0.50 10.0 2570-130101 1.9110.1
Styrene g/L0.50 10.0 2570-13087.6 2.198.76
1,1,2,2-Tetrachloroethane g/L0.50 10.0 2570-130107 20.410.7
Tetrachloroethylene g/L0.50 10.0 2570-13098.1 1.629.81
Toluene g/L0.50 10.0 2570-13094.8 3.429.48
1,2,3-Trichlorobenzene g/L1.0 10.0 2570-130115 23.311.5
1,2,4-Trichlorobenzene g/L0.50 10.0 2570-130108 14.610.8
1,1,1-Trichloroethane g/L0.50 10.0 2570-13094.6 1.579.46
1,1,2-Trichloroethane g/L0.50 10.0 2570-13090.8 1.679.08
Trichloroethylene g/L0.50 10.0 2570-13093.3 11.79.33
Trichlorofluoromethane (Freon 11)g/L0.50 10.0 2570-130112 1.2411.2
1,2,3-Trichloropropane g/L0.50 10.0 2570-130111 14.511.1
1,2,4-Trimethylbenzene g/L0.50 10.0 2570-13095.3 2.089.53
1,3,5-Trimethylbenzene g/L0.50 10.0 2570-13096.7 2.949.67
Vinyl Acetate g/L20 100 25 R-0570-13086.2 78.6 *86.2
Vinyl Chloride g/L0.50 10.0 25 L-0260-140340 1.60*34.0
m+p Xylene g/L1.0 20.0 2570-130103 0.048620.6
o-Xylene g/L0.50 10.0 2570-130105 0.38210.5
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 10425.9
g/L 25.0 70-130Surrogate: Toluene-d8 98.024.5
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 97.124.3
Page 33 of 39
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39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
*QC result is outside of established limits.
Wide recovery limits established for difficult compound.
Wide RPD limits established for difficult compound.
#Data exceeded client recommended or regulatory level
Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the
calculation which have not been rounded.
No results have been blank subtracted unless specified in the case narrative section.
FLAG/QUALIFIER SUMMARY
Detected but below the Reporting Limit (lowest calibration standard); therefore, result is an estimated
concentration (CLP J-Flag).
J
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.
L-02
Either laboratory fortified blank/laboratory control sample or duplicate recovery is outside of control limits, but
the other is within limits. RPD between the two LFB/LCS results is within method specified criteria.
L-07
Either laboratory fortified blank/laboratory control sample or duplicate recovery is outside of control limits, but
the other is within limits. RPD outside of control limits. Reduced precision anticipated for any reported result for
this compound.
L-07A
Laboratory fortified blank duplicate RPD is outside of control limits. Reduced precision is anticipated for any
reported value for this compound.
R-05
Elevated reporting limit due to high concentration of target compounds.RL-11
[TOC_1]Flag/Qualifier Summary[TOC]
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39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CertificationsAnalyte
CERTIFICATIONS
Certified Analyses included in this Report
SM21-22 6200B in Water
NCAcetone
NCBenzene
NCBromobenzene
NCBromochloromethane
NCBromodichloromethane
NCBromoform
NCBromomethane
NC2-Butanone (MEK)
NCn-Butylbenzene
NCsec-Butylbenzene
NCtert-Butylbenzene
NCCarbon Tetrachloride
NCChlorobenzene
NCEthanol
NCChlorodibromomethane
NCChloroethane
NCChloroform
NCChloromethane
NC2-Chlorotoluene
NC4-Chlorotoluene
NC1,2-Dibromoethane (EDB)
NC1,2-Dichlorobenzene
NC1,3-Dichlorobenzene
NC1,4-Dichlorobenzene
NCDichlorodifluoromethane (Freon 12)
NC1,1-Dichloroethane
NC1,2-Dichloroethane
NC1,1-Dichloroethylene
NCcis-1,2-Dichloroethylene
NCtrans-1,2-Dichloroethylene
NC1,2-Dichloropropane
NC1,3-Dichloropropane
NC2,2-Dichloropropane
NC1,1-Dichloropropene
NCcis-1,3-Dichloropropene
NCtrans-1,3-Dichloropropene
NCDiisopropyl Ether (DIPE)
NCEthylbenzene
NC2-Hexanone (MBK)
NCIsopropylbenzene (Cumene)
NCp-Isopropyltoluene (p-Cymene)
NCMethyl tert-Butyl Ether (MTBE)
NCMethylene Chloride
NC4-Methyl-2-pentanone (MIBK)
NCNaphthalene
NCn-Propylbenzene
NCStyrene
[TOC_1]Certifications[TOC]
Page 35 of 39
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39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CertificationsAnalyte
CERTIFICATIONS
Certified Analyses included in this Report
SM21-22 6200B in Water
NC1,1,2,2-Tetrachloroethane
NCTetrachloroethylene
NCToluene
NC1,2,3-Trichlorobenzene
NC1,2,4-Trichlorobenzene
NC1,1,1-Trichloroethane
NC1,1,2-Trichloroethane
NCTrichloroethylene
NCTrichlorofluoromethane (Freon 11)
NC1,2,3-Trichloropropane
NC1,2,4-Trimethylbenzene
NC1,3,5-Trimethylbenzene
NCVinyl Acetate
NCVinyl Chloride
NCm+p Xylene
NCo-Xylene
The CON-TEST Environmental Laboratory operates under the following certifications and accreditations:
Code Description Number Expires
100033AIHA-LAP, LLC - ISO17025:2017AIHA 03/1/2020
M-MA100Massachusetts DEPMA 06/30/2020
PH-0567Connecticut Department of Publilc HealthCT 09/30/2021
10899 NELAPNew York State Department of HealthNY 04/1/2020
2516 NELAPNew Hampshire Environmental LabNH-S 02/5/2020
LAO00112Rhode Island Department of HealthRI 12/30/2019
652North Carolina Div. of Water QualityNC 12/31/2019
MA007 NELAPNew Jersey DEPNJ 06/30/2020
E871027 NELAPFlorida Department of HealthFL 06/30/2020
LL015036Vermont Department of Health Lead LaboratoryVT 07/30/2020
2011028State of MaineME 06/9/2021
460217Commonwealth of VirginiaVA 12/14/2019
2557 NELAPNew Hampshire Environmental LabNH-P 09/6/2020
VT-255716Vermont Department of Health Drinking WaterVT-DW 06/12/2020
25703North Carolina Department of HealthNC-DW 07/31/2020
68-05812Commonwealth of Pennsylvania DEPPA 06/30/2020
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