WS-5813_20918_CA_RMR_20140623

MOBILE MULTI-PHASE EXTRACTION
AND PRE-CAP MONITORING REPORT
ESKIMO JOE’S
1705 COTTON GROVE ROAD
LEXINGTON, DAVIDSON COUNTY, NORTH CAROLINA
INCIDENT NO. 20918
RISK CLASSIFICATION: HIGH
S&ME Project No. 1584-02-045B
Prepared For
High Falls Oil Company
Post Office Box 29
High Falls, North Carolina 27259
Prepared By
S&ME, Inc.
3718 Old Battleground Road
Greensboro, North Carolina 27410
June 2014
S&ME, INC. / 3718 Old Battleground Road / Greensboro, NC 27410 /p 336.288.7180/f 336.288.8980/ www.smeinc.com
June 23, 2014
High Falls Oil Company
Post Office Box 29
High Falls, North Carolina 27259
Attention: Mr. Steven Majors
Director of Fuel Operations & Maintenance
Reference: MOBILE MULTI-PHASE EXTRACTON
AND PRE-CAP MONITORING REPORT
Eskimo Joe’s
1705 Cotton Grove Road (NC Highway 8)
Lexington, Davidson County, North Carolina
Incident No. 20918
S&ME Project No. 1584-02-045B
Dear Mr. Majors:
This report summarizes S&ME, Inc.’s (S&ME’s) recent receptor survey update, Mobile
Multi-Phase Extraction (MMPE) and groundwater sampling services at the Eskimo Joe
site as authorized by S&ME Proposal No. 1584-13-P317. The report describes the
MMPE event and the associated groundwater sampling and analytical results of the
monitor well samples. The receptor survey provides an update of the receptor survey
provided during October 2002. If you have anyquestions please call [phone] at
your convenience.
Sincerely,
S&ME, INC.
Lyndal Butler Edmund Q. B. Henriques, P.G.
Environmental Scientist Senior Geologist
LB/EQBH/
Copy: Attn. Mr. Mike Rogers
NCDENR-DWM-UST Section
585 Waughtown Road
Winston-Salem, NC 27107
MMPE and Pre-CAP Monitoring Report – Eskimo Joe’s S&ME Project No. 1584-02-045B
1705 Cotton Grove Road, NC Highway 8, Lexington, North Carolina June 26, 2014
TABLE OF CONTENTS
Page No.
TITLE PAGE.....................................................................................................................i
1.BACKGROUND........................................................................................................ 1
2.MOBILE MULTI-PHASE EXTRACTION EVENT............................................. 2
3.DESCRIPTION OF CURRENT PLUME SIZE AND LOCATION.................... 2
4.SURVEY OF POTENTIAL RECEPTORS ............................................................ 3
5.CONCLUSIONS........................................................................................................ 5
APPENDIX I- MMPE Documentation
APPENDIX II- Analytical Report and Chain-of-Custody Record
APPENDIX III- Receptor Survey Update Documentation
MMPE and Pre-CAP Monitoring Report – Eskimo Joe’s S&ME Project No. 1584-02-045B
1705 Cotton Grove Road, NC Highway 8, Lexington, North Carolina June 26, 2014
1
1. BACKGROUND
Three underground storage tanks (USTs) stored petroleum products for retail sale on the
subject site (Figure 1). The UST system was removed in November 2000. Based upon
analytical results for soil and groundwater samples collected at the site, the former UST
system is believed to be the source of the release. Petroleum impacted soils related to
releases from the UST system have not been removed. No free product was detected in
the subsurface during any assessment activities; therefore, no free product investigation
or removal has been deemed necessary. S&ME completed a Comprehensive Site
Assessment (CSA) dated October 8, 2002, and a Corrective Action Plan (CAP) dated
July 2, 2003, to address the soil and groundwater impacts from the UST system.
During assessment activities completed during or prior to 2002, two active potable water
supply wells were identified within 1,000 feet of the subject site. A sample from the
closest well, located at Lopp’s Welding Shop, was analyzed via Method 6230D and
results reported no evidence of the targeted petroleum compounds. No other water
supply wells were located within 250 feet of the release source. Subsequently,
requirements to install a remediation system were suspended by the North Carolina
Department of Environment and Natural Resources (NCDENR).
S&ME received a copy of the Notice of Regulatory Requirements from the NCDENR to
High Falls Oil (May 11, 2007) directing High Falls Oil to proceed with assessment or
remediation activities. During telephone conversations between S&ME and NCDENR
incident manager Michael Rogers, S&ME proposed to perform a comprehensive
monitoring event prior to installing a remediation system. The requested groundwater
monitoring report was completed and the corresponding report was issued to NCDENR
on October 15, 2007.
Following submittal of the 2007 Pre-Cap Monitoring Report, Michael Rogers requested
consideration for incorporating soil excavation of “hot-spot” contaminated soil prior to
installing the groundwater remediation system proposed in the CAP. S&ME submitted a
New Technology Clean-up Plan dated March 3, 2009.
During March 2012, the NCDENR requested additional assessment. On July 20, 2012,
S&ME sampled groundwater monitoring wells MW-1, MW-2, MW-3, MW-4, MW-5,
MW-6 and DW-1, as shown on Figure 2.Free product was not detected. Benzene,
Ethylbenzene, Toluene, Xylenes, Diisopropyl ether, Methyl tert-butyl ether (MTBE), and
Naphthalene were detected at concentrations greater than the corresponding 15A NCAC 2L
Groundwater QualityStandards (2L standard) in monitoring wells MW-1 and MW-2.
Benzene was detected in monitoring well MW-5 at a concentration greater than the 2L
standard, and Benzene, Xylenes and Naphthalene were detected in vertical extent
monitoring well DW-1 at concentrations greater than the 2L standards. The Benzene
concentration reported at monitoring well MW-1 was the onlydetection greater than the
corresponding NCDENR Gross Contaminant Level (GCL).
MMPE and Pre-CAP Monitoring Report – Eskimo Joe’s S&ME Project No. 1584-02-045B
1705 Cotton Grove Road, NC Highway 8, Lexington, North Carolina June 26, 2014
2
2. MOBILE MULTI-PHASE EXTRACTION EVENT
Advanced Environmental Services, Inc. conducted a 96-hour mobile multi-phase
extraction (MMPE) event using monitoring wells MW-1 and MW-2 from March 24 to
March 28, 2014. Daily exhaust gas concentration readings and MMPE event data,
including the manifest for disposal of liquids from the event, are included in the
Advanced Environmental Services, Inc. report included in Appendix I. A total of 2,779
gallons of total fluids were removed. This quantity corresponds to an approximate flow
rate of 0.24 gallons per minute per well. The liquids were transported off-site for
disposal by Zebra Environmental and Industrial Services, Inc.
Vacuum levels ranged from 17 to 12 inches of Mercury, and stabilized at approximately
13 inches of Mercury. Air flow rates ranged from 3,000 to 3,750 feet per minute, and
stabilized at approximately 3,500 feet per minute. Vapor emission rates during the
MMPE event averaged 70.5 dry standard cubic feet per minute (scfm), or approximately
35.25 scfm per well.
Air emissions from the MMPE event were measured periodically utilizing a
photoionization detector (PID). Based on vapor emissions recorded during the MMPE
event, approximately 27.4 pounds of vapor phase hydrocarbons were removed, which
correlates to approximately 4.45 gallons of petroleum product.
Advanced Environmental Services did not indicate the recovery of any liquid free
product. Free product was not detected in monitoring wells MW-1, MW-2, MW-3, MW-
4 or MW-5 prior to the MMPE event or at the completion of MMPE event.
3. DESCRIPTION OF CURRENT PLUME SIZE AND LOCATION
Free product was not detected during the current or previous assessment activities. On May
5, 2014, S&ME sampled groundwater monitoring wells MW-1, MW-2 and DW-1,
approximately five weeks after the MMPE event. Each well was purged of three times
the well casing volume using a dedicated bailer. The samples collected were handled
with nitrile gloves, placed into laboratory provided sample containers, placed on ice and
delivered by laboratory courier to Pace Analytical Services, Inc. in Huntersville, North
Carolina and analyzed via EPA Method 601 & 602. A summary of current and historical
groundwater analytical data is presented in Table 1 and Table 2,respectively. Copies of
the analytical reports and the chain of custody are provided in Appendix II.
Analysis of the groundwater samples resulted in the detection of Benzene, Ethylbenzene,
Toluene, total Xylenes, Diisopropyl ether, MTBE, Naphthalene and Methylene chloride at
concentrations greater than the corresponding 2L standards in monitoring wells MW-1 and
MW-2. 1,2-Dichloroethane, Bromodichloromethane, Dibromochloromethane and
Chloroform were detected in groundwater sample obtained from monitoring wells MW-1 or
MW-2 at concentrations greater than the 2L standard. Benzene, total Xylenes and
Naphthalene were detected in the groundwater sample obtained from vertical extent
monitoring well DW-1 at concentrations greater than the 2L standard.
The Benzene concentrations reported in monitoring wells MW-1 and MW-2 were the only
reported concentrations greater than the GCL.
MMPE and Pre-CAP Monitoring Report – Eskimo Joe’s S&ME Project No. 1584-02-045B
1705 Cotton Grove Road, NC Highway 8, Lexington, North Carolina June 26, 2014
3
Relative to the historic data set, the dissolved concentrations at source monitoring well MW-
1 have fluctuated but remained relativelystable over time. The May2014 petroleum
constituent concentrations reported for monitoring well MW-1 decreased to their lowest
historical levels, with the exception of Naphthalene and Methylene chloride.
The July2012 dissolved concentrations at monitoring well MW-2 represented notable
reductions relative to the prior monitoring events. The May2014 petroleum constituent
concentrations reported for monitoring well MW-2 increased relative to the July2012
concentrations; however, the levels were lower for most compounds relative to the 2002 and
2007 monitoring events.
Historic dissolved concentrations reported for the deeper saprolite aquifer monitoring well
DW-1 were less than those reported during the July 2012 event and were similar to those
reported during the August 2007 event.
The projected and estimated distribution of the dissolved phase constituents near the source
area, based on the recent groundwater analytical results for Benzene and MTBE, are shown
on Figure 3 and Figure 4, respectively. The Isoconcentration maps assume that
groundwater qualityat the wells not sampled during this event remain the same as reported
in 2012.
The depth to water in monitoring wells MW-1 and MW-2 was 12.82 feet below top of
casing, and the depth to water in monitoring wells DW-1 was 13.33 feet below top of
casing on May 5, 2014. Historical depths to groundwater measurements and well
construction details are presented in Table 3. The depth to water in monitoring well
MW-2 was shallower than the top of the screened interval of the well casing. Water table
elevations in monitoring wells MW-1 and MW-2 were approximately 5 feet higher in
elevation on May 5, 2014, relative to the elevations reported in 2012, and greater than 12
feet higher relative to the 2002 monitoring event. The May 2014 groundwater elevation
for in vertical extent monitoring well DW-1 was 11.53 feet higher than the elevation
recorded in 2002.
4. SURVEY OF POTENTIAL RECEPTORS
As summarized in Table 4, fourteen (14) water supply wells were identified within 1,000
feet of the source area during the current receptor survey and the survey performed for
the CSA in 2002. The approximate locations of these wells are depicted on Figure 5.
S&ME performed a visual reconnaissance of the area located within 1,000 feet of the
source area to record observations of apparent well structures and water meters, and to
interview residents when available. S&ME mailed receptor survey forms to the owners
of 24 properties located within 500 feet of the source area and owners of properties
suspected to contain water wells located between 500 feet and 1,000 feet from the source
area. S&ME received confirmation of delivery of the survey form to 22 property owners.
S&ME received completed survey forms from 17 property owners. S&ME performed
phone interviews with other available property owners. S&ME also inquired with
municipal water service providers in the area, including Davidson Water, Inc. and the
City of Lexington, concerning the status of water service accounts on selected properties.
MMPE and Pre-CAP Monitoring Report – Eskimo Joe’s S&ME Project No. 1584-02-045B
1705 Cotton Grove Road, NC Highway 8, Lexington, North Carolina June 26, 2014
4
During the survey update, three wells were reported as potable water wells, including
well W14 at the Lopp Welding shop located approximately 200 feet from the source area,
and two wells, W3 and W15, serving residences located approximately 800 feet and 825
feet, respectively, from the source area. Water well W3 was reported by the owner’s
response on the survey form to be used for potable purposes; however, a water meter was
observed on the property and the address has an active municipal water account.
Two water wells located between approximately 525 feet and 625 feet from the source
area are on properties with active municipal water accounts, but are reportedly used as
irrigation wells, including W5 and W6.
Seven water wells located between approximately 625 feet and 950 feet from the source
area appear to be inactive, including wells W1, W4 W7, W10, W11, W12 and W16.
Each of these properties has an active municipal water account. The property containing
well W16 also appears to be vacant.
The use of well W13 located approximately 925 feet from the source area was not
confirmed and a water meter was not observed on the property; however, there is an
active municipal water account for the associated address.
Well W8 was identified in 2002 at an approximate location 800 feet from the source area.
The well appears to be located on a wooded property with no structures or address
number. The property owner did not respond to the receptor survey. A historic
topographic Map (Figure 1) indicates the presence of a former structure on the property.
Well W2 was identified in 2002 at an approximate location 750 from the source area;
however, the property owner stated on the survey form that a well is not located on the
property, and the associated address has an active municipal water account.
Properties located within 1,000 feet of the source area but not included in Table 4 did not
have apparent well structures observable from the public right-of-way and water meters
were observed on the property, or the property has an active municipal water account, or
the absence of a well on the property was confirmed by the property owner or resident.
Two water wells listed on Table 4 are shown on Figure 9 at locations greater than 1,000
feet from the source area, including irrigation well W9 and inactive well W17.
Returned survey questionnaire forms and other receptor survey documentation are
provided in Appendix III.
The 2002 receptor survey reported that public water is available to properties within
1,000 feet of the subject site. The current survey confirmed that municipal water service
is available to areas located within 1,000 feet of the source area by Davidson Water Inc.,
(east of Southview Drive) and the City of Lexington (west of Southview Drive). No
other potential receptors were identified, including surface water bodies, wellhead
protection areas, or utility lines, vaults or basements.
MMPE and Pre-CAP Monitoring Report – Eskimo Joe’s S&ME Project No. 1584-02-045B
1705 Cotton Grove Road, NC Highway 8, Lexington, North Carolina June 26, 2014
5
5. CONCLUSIONS
A receptor survey update, a MMPE event and a groundwater monitoring event were
conducted at the former Eskimo Joes site located at 1705 Cotton Grove Road (NC
Highway 8) in Lexington, Davidson County, North Carolina, to confirm the incident risk
ranking, to reduce dissolved constituent concentrations and to assess current petroleum
impacts to groundwater.
The findings at the site are as follows:
Three active, potable water supply wells (W3, W14, W15) are located within
1,000 feet of the source area. Two irrigation wells and seven inactive water wells
are located within 1,000 feet but greater than 250 feet from the source area.
Municipal water is available to the site and surrounding area.
From March 24, 2014, to March 28, 2014, a 96-hour MMPE event was performed
using monitoring wells MW-1 and MW-2. The MMPE event resulted in the
removal of 2,779 gallons of total fluids and an equivalent 4.45 gallons of
petroleum product based on estimated vapor emissions.
Free product was not observed in monitoring wells on the subject property during
the current or historical monitoring events.
The May 2014 sampling event indicates contaminant levels greater than the GCL
for Benzene in shallow, source monitoring wells MW-1 and MW-2.
Eight petroleum-product constituents were detected at concentrations greater than
the corresponding 2L standards, but less than the GCLs, in samples collected from
source monitoring well MW-1 and near source monitoring well MW-2.
Three petroleum-product constituents were detected at concentrations greater than
the corresponding 2L standards, but less than the GCLs, in the sample collected
from vertical extent monitoring wells DW-1.
Dissolved constituent concentrations were significantly lower in source
monitoring well MW-1 in May 2014 relative to July 2012 and prior monitoring
events performed from March 2001 to August 2007.
Dissolved constituent concentrations were significantly higher in monitoring well
MW-2 in May 2014 relative to July 2012, but were lower in concentration relative
to prior monitoring events performed from March 2001 to August 2007.
Dissolved constituent concentrations were lower in monitoring well DW-1 in May
2014 relative to July 2012, and were similar to concentrations reported during the
August 2007 monitoring event.
The horizontal extent of the dissolved plume has been delineated. Impacts in the
underlying consolidated aquifer have not been delineated.
Four compounds not typically associated with petroleum products were detected
in the sample collected from monitoring wells MW-1 or MW-2 at concentrations
greater than the 2L Standard.
Groundwater elevations in and near the source area are as much as 12 feet higher
than that observed in 2002 and as much as 5 feet higher than that observed in
2012.
The May 2014 groundwater elevation observed in monitoring well DW-1 was
11.53 feet higher in elevation relative to September 2002.
MMPE and Pre-CAP Monitoring Report – Eskimo Joe’s S&ME Project No. 1584-02-045B
1705 Cotton Grove Road, NC Highway 8, Lexington, North Carolina June 26, 2014
6
Water table elevations rising up and into the zone of petroleum impacted, secondary
source soils typically result in increased dissolved constituent concentrations. However,
the post-MMPE constituent concentrations reported in source monitoring wells MW-1
were lower than prior monitoring events; therefore, the MMPE event appears to have
significantly reduced dissolved impacts in the source area.
Dissolved constituent concentrations increased in near-source monitoring well MW-2
after the MMPE event. The cause of the increased concentrations is not known.
Dissolved petroleum constituent concentrations in the area between monitoring wells
MW-1 and MW-2 would be expected to be greater than those observed in monitoring
well MW-2; therefore, it is plausible that the MMPE event may have induced migration
of groundwater with higher concentrations toward MW-2.
The MMPE event did not produce a significant volume of product recovered as vapor
emissions. This may be due to the rise of groundwater up and into what were previously
considered as secondary source soil in a former vadose zone. The significant rise in the
water table elevation could develop a significant “smear zone” underlying the source
area.
This review of current groundwater quality at the subject site indicates that the
evaluations and recommendations for remediation presented in the 2003 Corrective
Action Plan remain valid. However, if the three active potable water supply wells located
within a 1,000 foot radius of the source area could be closed and the well users connected
to public water, it would be possible to reduce the NCDENR incident risk-rank from
High-Risk to Intermediate-Risk. As an Intermediate-Risk site, if the Benzene
concentration in monitoring well MW-1 were reduced to a level less than the
corresponding NCDENR GCLs, the site risk-rank could be further reduced to Low-Risk,
and the incident potentially could be closed with the completion of a Notice of Residual
Petroleum. Reducing the “hot-spot” concentrations to levels less than the GCLs would
require the implementation of far less-costly remedial measures, when compared with the
remedial measures outlined in the 2003 CAP.
The owners of active, potable water supply wells located within 1,000 feet of the source
area should be approached to determine if they are receptive to closure of their wells and
connection to public water. S&ME recommends collecting water samples from water
supply wells W3 and W15 for analysis of volatile organic compounds. We understand
that the owner of water supply well W14 has verbally refused further testing of this well.
Tables
Date Diisopropyl Bromdichloro- 1,2-dichloro- Methylene Dibromochloro
Collected Ethylbenzene Toluene MTBE ether Naphthalene methane ethane Chloride methane Chloroform
Well ID Method 601/602 601/602 601/602 601/602 601/602 601/602 601/602 601/602 601/602 601/602 601/602 601/602
MW-1 5/5/2014 7,370 2,140 15,200 12,000 8,360 465 787 <200 <200 948 <200 <200
MW-2 5/5/2014 5,930 2,510 25,000 15,800 2,970 297 558 58.8 59.2 166 109 403
DW-1 5/5/2014 114 10.4 23.3 985 5.4 <5.0 50.5 <5.0 <5.0 <10.0 <5.0 <5.0
1 600 600 500 20 70 6 0.6 0.4 5 0.4 70
Gross Contaminant Levels (GCLs)5,000 84,500 260,000 85,500 20,000 70,000 6,000 no standard 400 5,000 400 70,000
Notes
Concentrations shown in microgram per liter (parts per billion).
Only compounds detected by analyses are shown.
Concentrations in bold exceed the corresponding 2L Groundwater Standard
Shaded cells indicate concentrations greater than corresponding NCDENR, Gross Contaminant Levels (GCLs)
< = Below the noted report limit
MTBE = Methyl tert-butyl ether
Table 1
Lexington, North Carolina
S&ME Project No. 1584-02-045B
2L Groundwater Quality Standard
Summary of Recent Groundwater Analytical Results
Eskimo Joe's
Benzene
Xylenes
(Total)
S:\1584\PROJECTS MASTER\Projects 2002\045A Eskimo Joes\1584-02-045B-MMPE & receptor survey- 2014\Report\Tables 1-3 Groundwater Monitoring Tables 2014.xls
Date
Collected Benzene Ethylbenzene Toluene
Xylenes
(Total)
BETX
(calculated)
Bromodichloro-
methane
1,2-dichloro-
ethane
1,2-dichloro-
propane Chloroform
Diisopropyl
Ether MTBE Naphthalene
Ethylene
dibromide
Methylene
Chloride Lead
Well ID Method 601/602 601/602 601/602 601/602 601/602 601/602 601/602 601/602 601/602 601/602 601/602 504.1 601/602 3030C
GP-1 (L-W)3/23/2001 14,000 2,600 23,000 12,400 52,000 Not Requested Not Requested Not Requested Not Requested Not Requested 3,400 57 Not Requested <250 Not Requested
6/27/2002 9,500 2,500 23,000 15,700 50,700 <250 <250 <250 <250 <250 8,800 NA 99 <250 7
8/21/2007 13,300 2,370 29,300 14,500 59,470 <500 <500 <500 <500 <500 14,200 <1,000 <500 <250 Not Requested
7/20/2012 12,200 2,780 22,800 15,700 53,480 <200 <200 <200 <200 876 15,500 537 <200 <250 Not Requested
5/5/2014 7,370 2,140 15,200 12,000 36,710 <200 <200 <200 <200 465 8,360 787 <200 948 Not Requested
6/27/2002 12,000 3,000 23,000 17,300 55,300 <200 200 <200 <200 <200 2,200 NA 100 <200 5
8/21/2007 13,800 2,810 42,100 19,000 77,710 <1000 <1000 <1000 <1000 <1000 5,630 <2000 <1000 <1000 Not Requested
7/20/2012 2,630 908 8,290 6,050 17,878 <50.0 <50.0 <50.0 259 109 1,030 124 <50.0 <50.0 Not Requested
5/5/2014 5,930 2,510 25,000 15,800 49,240 58.8 59.2 <50.0 403 297 2,970 558 <50.0 166 Not Requested
6/27/2002 16 5.7 49 28.8 100 <1 <1 <1 3 <1 <5 NA 0.14 <1 <5
8/21/2007 <1 <1 <1 <2 all non-dectect <1 <1 <1 14.5 <1 <1 <2 <1 <1 Not Requested
7/20/2012 <1.0 <1.0 <1.0 <2.0 all non-dectect <1.0 <1.0 <1.0 5.8 <1.0 <1.0 <2.0 <1.0 <1.0 Not Requested
6/27/2002 2.9 44 8.5 340 395 <1 <1 1.2 <1 <1 <5 NA 0.077 <1 <5
8/22/2007 <1 60.7 3.5 1,050 1,114 <1 <1 <1 <1 <1 <1 58.0 <1 <1 Not Requested
7/20/2012 <1.0 8.3 <1.0 73.5 81.8 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 9.0 <1.0 <1.0 Not Requested
9/12/2002 7.7 <1 <1 2.9 11 <1 <1 <1 <1 <1 <1 NA <0.02 <1 14
8/21/2007 101.0 <1 <1 17.5 119 <1 <1 <1 <1 <1 <1 6.5 <1 <1 Not Requested
7/20/2012 44.2 <1.0 <1.0 4.6 48.8 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 Not Requested
9/12/2002 <1 <1 <1 <1 all non-dectect <1 <1 <1 <1 <1 <1 NA <0.02 <1 <5
8/21/2007 <1 <1 <1 <1 all non-dectect <1 <1 <1 <1 <1 12.1 <2 <1 <1 Not Requested
7/20/2012 <1.0 <1.0 <1.0 <2.0 all non-dectect <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 Not Requested
7/3/2002 8.1 17 49 141 215 3.9 <1 <2 34 <2 <10 NA 0.71 <1 22.0
8/21/2007 174 <20 <20 821 995 <20 <20 <20 <20 <20 <20 58.1 <20 <20 Not Requested
7/20/2012 271 40.9 57.4 2,280 2,649.3 <5.0 <5.0 <5.0 <5.0 <5.0 8.3 162 <5.0 <5.0 Not Requested
5/5/2014 114 10.4 23.3 985 1,132.7 <5.0 <5.0 <5.0 <5.0 <5.0 5.4 50.5 <5.0 <10.0 Not Requested
U1 7/2/2002 <1 <1 <1 <1 all non-dectect <1 <1 <1 <1 <1 <1 NA <0.01 <1 30.0
WSW-14 7/20/2012 <0.50 <0.50 <0.50 <1.50 all non-dectect <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <0.50 Not Requested
1 600 600 600 no standard no standard 0.4 0.6 70 70 20 6 0.02 5 15
5,000 84,500 260,000 85,500 no standard no standard 400 600 70,000 70,000 20,000 6,000 50 5000 15,000
Notes
Concentrations shown in microgram per liter (parts per billion).5/5/2014 sample MW-2 contained 109 ug/L Dibromochloroethane
Only compounds detected by analyses are shown.
Concentrations in bold exceed the corresponding 2L Groundwater Standard
Shaded cells indicate concentrations greater than corresponding NCDENR, Gross Contaminant Levels (GCLs)
< = Below the noted report limit
MTBE = Methyl tert-butyl ether
GCL's (µg/L)
Summary of Historical Groundwater Sampling Results
Eskimo Joe's
MW-1
MW-5
MW-4
MW-3
MW-2
NCAC 2L Std (µg/L)
DW-1
MW-6
Table 2
Lexington, North Carolina
S&ME Project No. 1584-02-045B
Well I.D.
Installation Date
Total Depth1
Top of Casing Elevation
Casing Diameter
Consultant
Screen Interval Depth1
Date DTW GWE DTW GWE DTW GWE DTW GWE DTW GWE DTW GWE DTW GWE
06/25/02 23.35 77.26 23.68 77.07 23.43 77.19 22.91 76.59 NI -NI -NI -
09/27/02 25.11 75.50 25.17 75.58 24.96 75.66 23.43 76.07 25.55 76.06 23.08 76.41 24.86 74.92
08/21/07 21.01 79.60 20.95 79.80 21.16 79.46 19.98 79.52 20.97 80.64 20.41 79.08 22.04 77.74
07/20/12 17.67 82.94 17.73 11.07 17.72 12.48 17.92 11.88 17.97 12.03 15.70 14.30 15.90 54.10
05/05/14 12.82 87.79 12.82 87.93 --------13.33 86.45
Notes:All measurements are in feet
DTW = Depth to groundwater measured from the top of casing
GWE = Groundwater elevation
NI = Monitor well had not been installed at the time of data collection
- = No data
1 Depth below ground surface in feet
S&ME PROJECT NO. 1584-02-045B
TABLE 3
MONITOR WELL / GROUNDWATER ELEVATION DATA
ESKIMO JOE'S
LEXINGTON, NORTH CAROLINA
65 - 70
MW-4 MW-5 MW-6
S&ME S&ME
15 - 30
S&ME S&ME S&ME
15.3 - 29.8 15 - 30
2-inch 2-inch
12.6 - 27.1 14.3 - 28.8 15.8 - 30.2
29.8
6/25/2002
2-inch 2-inch 2-inch
6/25/2002
MW-1
27.1
100.61
30.0
101.61
9/10/2002
MW-3
30.2
6/26/2002
99.50
S&ME S&ME
30.0
2-inch
99.49
MW-2
28.8
100.75 100.62
6/26/2002
2-inch
9/10/2002
DW-1
7/3/2002
70.0
99.78
Approximate Parcel Number Survey Received Well # Owner's Name Owners Address Phone# Well Use
Distance From Quetionnaire Response Survey Returned (well site address;
Source (feet) (form number-Appendix III) Lexington, N.C.)
200 0600200000010B Yes W14 Bruce Lopp P.O. Box 284 [phone] Potable Water Well
Yes (2) 1710 Cotton Grove Lexington, NC 27293
460 06002B0000073 Yes W6 EE Wilson Investments, LLC 1725 Cotton Grove Road [phone] Irrigation Well
No; owner and resident interviews 6 Mayfair Road Lexington, NC 27292 Active Municipal Water Account
510 06002B0000069 Yes W5 Charles Bee 1880 Beckner Road [phone] Irrigaton Well
Yes (10) 8 Mayfair Rd. Lexington, NC 27292 Active Municipal Water Account
660 06002B0000065 Yes W1 Deborah GayDavis 100 Mayfair Road - Inactive Well
No, owner interview 100 Mayfair Road Lexington, NC 27292 Active Municipal Water Account
760 0600200000007 No W7 Paul and Stella Baker 104 Fuller Rd. [phone] Inactive Well
No; owner/resident interview 104 Fuller Road Lexington, NC 27292 Meter observed, owner verified municipal
water service
740 06002B0000015 Yes W16 William and Jewell Ennett 1450B South Main Street - Residence Vacant
Yes (17) 101 Mayfair Road Lexington, NC 27292-2840 Observed well and water meter
Vacant Active Municipal Water Account
830 06002B0000056 Yes W3 John T. Tetter 104 Mayfair Road [phone] Potable Water Well
Yes (12) 104 Mayfair Rd. Lexington, NC 27292-5834 Observed water meter
Active Municipal Water Account
850 06002B0000019 Yes W15 Velna Jane Henderson 103 Mayfair Road [phone] Potable Water Well
Yes (14), interview 103 Mayfair Road Lexington, NC 27292 Observed well, no water meter or account
840 06002C00A0015 Yes W10 EE Wilson Investments, LLC 1725 Cotton Grove Road [phone] Two inactive wells
850 No; owner and resident interview W11 8 Avondale Road Lexington, NC 27292 Active Municipal Water Account
860 06002C00H0001 Yes W12 PollyJane Kepley 1724 South View Drive - Inactive Well
Yes (6) 1724 South View Drive Lexington, NC 27292 Observed well structure and water meter
Owner/resident stated no well Active Municipal Water Account
on form and byinterview
950 06003A0000147A No W13 Martha and David Martin 1648 Arrington Drive unlisted Unknown- observed well structure
115 Cedar Lane Lexington, NC 27295 Active Municipal Water Account
960 06002B0000025 Yes W4 Iris M. Latham et.al. 107 Mayfair Road [phone] Inactive Well
Yes (13; Don Latham) 107 Mayfair Road Lexington, NC 27292 Observed water meter
Active Municipal Water Account
1,150 0600200000034 No W17 Bobbyand Virginia Fuller 106 Fuller Road - Inactive Well
Resident interview 106 Fuller Road Lexington, NC 27292 Active Municipal Water Account
1,270 No W9 George & Margaret Beeker 8 Glendale Rd. - Irrigation Well
8 Glendale Rd. Lexington, NC 27292
Unknown 06003A0000159 No W8 Joe B. Hooker 2114 NW Plumbago Trail - Undeveloped property
Hedrick Avenue Stuart, FL 34994 Well not observed (wooded)
Not applicable 06002B0000061 Yes W2 David Lee Brewer 4646 Nelms Lane NE [phone] No Well
Yes (11) 102 Mayfair Rd. Roanoke, Va. 24019 Active Municipal Water Account
Notes:Well numbers are keyed to Figure 5
TABLE 4
PROPERTIES WITH POTENTIAL WATER WELLS WITHIN 1,000 FOOT RADIUS
ESKIMO JOE'S
LEXINGTON, NORTH CAROLINA
S&ME PROJECT NO. 1584-02-045B
Figures
SCALE:NTS U.S.G.S. TOPOGRAPHIC MAP FIGURE NO.
CHECKED BY:EQH ESKIMO JOE'S
DRAWN BY:EQH LEXINGTON, NORTH CAROLINA 1
DATE:6/10/2014 JOB NO.1584-02-045B
SITE
1500 FEET
- OGDEN GEOPROBE SOIL SAMPLE LOCATION (COLLECTED 8/21/07)- SOIL SAMPLE LOCATIONESKIMO JOE'SASPHALT T1-3T1-2T1-1T2-2T3-2T3-1T2-1D2D1PUMPISLANDS(APPROXIMATE)CANOPY- MONITORING WELL LOCATION- OVERHEAD UTILITY LINE- VENT LINE- CATHODIC PROTECTION- CONDUITS- WATER LINE- LIGHT POLECANOPY
MW-3MW-2MW-4MW-1RIGHT-OF-WAYGP-1- WATER SAMPLE LOCATION- GEOPROBE LOCATION- NATURAL GAS LINEP1DW-1ALL LOCATIONS SHOWN ARE APPROXIMATENOTEMW-5MW-6DP-2DP-3DP-1DP-5DP-6DP-7DP-8DP-9DP-10DP-11DP-13DP-12DP-4KEYJIMMY'S BBQ
- OGDEN GEOPROBE SOIL SAMPLE LOCATION (COLLECTED 2/99)- SOIL SAMPLE LOCATIONESKIMO JOE'SASPHALT T1-3T1-2T1-1T2-2T3-2T3-1T2-1D2D1PUMPISLANDS(APPROXIMATE)CANOPY- MONITORING WELL LOCATION- OVERHEAD UTILITY LINE- VENT LINE- CATHODIC PROTECTION- CONDUITS- WATER LINE- LIGHT POLECANOPY
MW-3MW-2MW-4MW-1RIGHT-OF-WAYGP-1- WATER SAMPLE LOCATION- GEOPROBE LOCATION- NATURAL GAS LINEP1DW-1ALL LOCATIONS SHOWN ARE APPROXIMATENOTEMW-5MW-6DP-2DP-3DP-1DP-5DP-6DP-7DP-8DP-9DP-10DP-11DP-13DP-12DP-4KEYJIMMY'S BBQ(NS)(7,370)(NS)(5,930)- BENZENE CONCENTRATIONS(7,370)- BENZENE ISOCONCENTRATION CONTOUR LINE (5/5/2014)(NS)(NS)NOTE: VERTICAL EXTENT MONITORING WELL DW-1 NOT INCLUDEDIN ISOCONCENTRATION DETERMINATION(114)- NOT SAMPLED(NS)
- OGDEN GEOPROBE SOIL SAMPLE LOCATION (COLLECTED 2/99)- SOIL SAMPLE LOCATIONESKIMO JOE'SASPHALT T1-3T1-2T1-1T2-2T3-2T3-1T2-1D2D1PUMPISLANDS(APPROXIMATE)CANOPY- MONITORING WELL LOCATION- OVERHEAD UTILITY LINE- VENT LINE- CATHODIC PROTECTION- CONDUITS- WATER LINE- LIGHT POLECANOPY
MW-3MW-2MW-4MW-1RIGHT-OF-WAYGP-1- WATER SAMPLE LOCATION- GEOPROBE LOCATION- NATURAL GAS LINEP1DW-1ALL LOCATIONS SHOWN ARE APPROXIMATENOTEMW-5MW-6DP-2DP-3DP-1DP-5DP-6DP-7DP-8DP-9DP-10DP-11DP-13DP-12DP-4KEYJIMMY'S BBQ(NS)(8,360)(NS)(2,970)- MTBE CONCENTRATIONS(8,360)- MTBE ISOCONCENTRATION CONTOUR LINE (5/5/2014)(NS)(NS)NOTE: VERTICAL EXTENT MONITORING WELL DW-1 NOT INCLUDEDIN ISOCONCENTRATION DETERMINATION- METHYL TERT-BUTYL ETHERMTBE(5.4)- NOT SAMPLED(NS)
1,500 ft.1,000 ft.500 ft.KEY- POTABLE WELL- IRRIGATION WELL- INACTIVE WELL- UNKNOWN APPROXIMATE WATER SUPPLY WELL LOCATION
APPENDIX I
MMPE Documentation
APPENDIX II
Analytical Report and
Chain-Of-Custody Record
#=CL#
May 13, 2014
LIMS USE: FR - LYNDAL BUTLER
LIMS OBJECT ID: 92199993
92199993
Project:
Pace Project No.:
RE:
Mr. Lyndal Butler
S&ME, Inc.
3718 Old Battleground Road
Greensboro, NC 27410
ESKIMO JOE'S 1584-02-045A
Dear Mr. Butler:
Enclosed are the analytical results for sample(s) received by the laboratory on May 06, 2014. The
results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Angela Baioni
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 1 of 16
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92199993
ESKIMO JOE'S 1584-02-045A
Charlotte Certification IDs9800 Kincey Ave. Ste 100, Huntersville, NC 28078North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342North Carolina Wastewater Certification #: 12South Carolina Certification #: 99006001
Florida/NELAP Certification #: E87627Kentucky UST Certification #: 84
West Virginia Certification #: 357Virginia/VELAP Certification #: 460221
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 2 of 16
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
92199993
ESKIMO JOE'S 1584-02-045A
Lab ID Sample ID Matrix Date Collected Date Received
92199993001 MW-1 Water 05/05/14 14:00 05/06/14 15:15
92199993002 MW-2 Water 05/05/14 13:30 05/06/14 15:15
92199993003 DW-1 Water 05/05/14 15:00 05/06/14 15:15
92199993004 TRIP BLANK Water 05/05/14 00:00 05/06/14 15:15
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 3 of 16
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92199993
ESKIMO JOE'S 1584-02-045A
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92199993001 MW-1 SM 6200B 42 PASI-CCAH
92199993002 MW-2 SM 6200B 42 PASI-CCAH
92199993003 DW-1 SM 6200B 42 PASI-CCAH
92199993004 TRIP BLANK SM 6200B 42 PASI-CCAH
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 4 of 16
#=HO#
SUMMARY OF DETECTION
Pace Project No.:
Project:
92199993
ESKIMO JOE'S 1584-02-045A
Parameters AnalyzedResult
Lab Sample ID
Report Limit QualifiersUnitsMethod
Client Sample ID
92199993001 MW-1
Benzene 7370 ug/L 05/13/14 06:19200SM 6200B
Diisopropyl ether 465 ug/L 05/13/14 06:19200SM 6200B
Ethylbenzene 2140 ug/L 05/13/14 06:19200SM 6200B
Methylene Chloride 948 ug/L 05/13/14 06:19400SM 6200B
Methyl-tert-butyl ether 8360 ug/L 05/13/14 06:19200SM 6200B
Naphthalene 787 ug/L 05/13/14 06:19400SM 6200B
Toluene 15200 ug/L 05/13/14 06:19200SM 6200B
Xylene (Total)12000 ug/L 05/13/14 06:19400SM 6200B
m&p-Xylene 8260 ug/L 05/13/14 06:19400SM 6200B
o-Xylene 3730 ug/L 05/13/14 06:19200SM 6200B
92199993002 MW-2
Benzene 5930 ug/L 05/13/14 06:3550.0SM 6200B
Bromodichloromethane 58.8 ug/L 05/13/14 06:3550.0SM 6200B
Chloroform 403 ug/L 05/13/14 06:3550.0SM 6200B
Dibromochloromethane 109 ug/L 05/13/14 06:3550.0SM 6200B
1,2-Dichloroethane 59.2 ug/L 05/13/14 06:3550.0SM 6200B
Diisopropyl ether 297 ug/L 05/13/14 06:3550.0SM 6200B
Ethylbenzene 2510 ug/L 05/13/14 06:3550.0SM 6200B
Methylene Chloride 166 ug/L 05/13/14 06:35100SM 6200B
Methyl-tert-butyl ether 2970 ug/L 05/13/14 06:3550.0SM 6200B
Naphthalene 558 ug/L 05/13/14 06:35100SM 6200B
Toluene 25000 ug/L 05/13/14 11:18200SM 6200B
Xylene (Total)15800 ug/L 05/13/14 06:35100SM 6200B
m&p-Xylene 10400 ug/L 05/13/14 06:35100SM 6200B
o-Xylene 5450 ug/L 05/13/14 06:3550.0SM 6200B
92199993003 DW-1
Benzene 114 ug/L 05/13/14 12:075.0SM 6200B
Ethylbenzene 10.4 ug/L 05/13/14 12:075.0SM 6200B
Methyl-tert-butyl ether 5.4 ug/L 05/13/14 12:075.0SM 6200B
Naphthalene 50.5 ug/L 05/13/14 12:0710.0SM 6200B
Toluene 23.3 ug/L 05/13/14 12:075.0SM 6200B
Xylene (Total)985 ug/L 05/13/14 12:0710.0SM 6200B
m&p-Xylene 421 ug/L 05/13/14 12:0710.0SM 6200B
o-Xylene 564 ug/L 05/13/14 12:075.0SM 6200B
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 5 of 16
#=NA#
PROJECT NARRATIVE
Pace Project No.:
Project:
92199993
ESKIMO JOE'S 1584-02-045A
Method:
Client:S&ME, Inc.
SM 6200B
Date:May 13, 2014
Description:601/602 Volatiles by SM 6200
General Information:
4 samples were analyzed for SM 6200B. All samples were received in acceptable condition with any exceptions noted below.
Hold Time:
The samples were analyzed within the method required hold times with any exceptions noted below.
Initial Calibrations (including MS Tune as applicable):
All criteria were within method requirements with any exceptions noted below.
Continuing Calibration:
All criteria were within method requirements with any exceptions noted below.
Internal Standards:
All internal standards were within QC limits with any exceptions noted below.
Surrogates:
All surrogates were within QC limits with any exceptions noted below.
Method Blank:
All analytes were below the report limit in the method blank, where applicable, with any exceptions noted below.
Laboratory Control Spike:
All laboratory control spike compounds were within QC limits with any exceptions noted below.
Matrix Spikes:
All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below.
Additional Comments:
This data package has been reviewed for quality and completeness and is approved for release.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 6 of 16
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92199993
ESKIMO JOE'S 1584-02-045A
Sample:MW-1 Lab ID:92199993001 Collected:05/05/14 14:00 Received:05/06/14 15:15 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
601/602 Volatiles by SM 6200 Analytical Method: SM 6200B
Benzene 7370 ug/L 05/13/14 06:19 71-43-2200200200
Bromodichloromethane ND ug/L 05/13/14 06:19 75-27-4200200200
Bromoform ND ug/L 05/13/14 06:19 75-25-2200200200
Bromomethane ND ug/L 05/13/14 06:19 74-83-91000200200
Carbon tetrachloride ND ug/L 05/13/14 06:19 56-23-5200200200
Chlorobenzene ND ug/L 05/13/14 06:19 108-90-7200200200
Chloroethane ND ug/L 05/13/14 06:19 75-00-3200200200
Chloroform ND ug/L 05/13/14 06:19 67-66-3200200200
Chloromethane ND ug/L 05/13/14 06:19 74-87-3200200200
Dibromochloromethane ND ug/L 05/13/14 06:19 124-48-1200200200
1,2-Dibromoethane (EDB)ND ug/L 05/13/14 06:19 106-93-4200200200
1,2-Dichlorobenzene ND ug/L 05/13/14 06:19 95-50-1200200200
1,3-Dichlorobenzene ND ug/L 05/13/14 06:19 541-73-1200200200
1,4-Dichlorobenzene ND ug/L 05/13/14 06:19 106-46-7200200200
Dichlorodifluoromethane ND ug/L 05/13/14 06:19 75-71-8200200200
1,1-Dichloroethane ND ug/L 05/13/14 06:19 75-34-3200200200
1,2-Dichloroethane ND ug/L 05/13/14 06:19 107-06-2200200200
1,1-Dichloroethene ND ug/L 05/13/14 06:19 75-35-4200200200
cis-1,2-Dichloroethene ND ug/L 05/13/14 06:19 156-59-2200200200
trans-1,2-Dichloroethene ND ug/L 05/13/14 06:19 156-60-5200200200
1,2-Dichloropropane ND ug/L 05/13/14 06:19 78-87-5200200200
cis-1,3-Dichloropropene ND ug/L 05/13/14 06:19 10061-01-5200200200
trans-1,3-Dichloropropene ND ug/L 05/13/14 06:19 10061-02-6200200200
Diisopropyl ether 465 ug/L 05/13/14 06:19 108-20-3200200200
Ethylbenzene 2140 ug/L 05/13/14 06:19 100-41-4200200200
Methylene Chloride 948 ug/L 05/13/14 06:19 75-09-2400400200
Methyl-tert-butyl ether 8360 ug/L 05/13/14 06:19 1634-04-4200200200
Naphthalene 787 ug/L 05/13/14 06:19 91-20-3400400200
1,1,2,2-Tetrachloroethane ND ug/L 05/13/14 06:19 79-34-5200200200
Tetrachloroethene ND ug/L 05/13/14 06:19 127-18-4200200200
Toluene 15200 ug/L 05/13/14 06:19 108-88-3200200200
1,1,1-Trichloroethane ND ug/L 05/13/14 06:19 71-55-6200200200
1,1,2-Trichloroethane ND ug/L 05/13/14 06:19 79-00-5200200200
Trichloroethene ND ug/L 05/13/14 06:19 79-01-6200200200
Trichlorofluoromethane ND ug/L 05/13/14 06:19 75-69-4200200200
Vinyl chloride ND ug/L 05/13/14 06:19 75-01-4200200200
Xylene (Total)12000 ug/L 05/13/14 06:19 1330-20-7400400200
m&p-Xylene 8260 ug/L 05/13/14 06:19 179601-23-1400400200
o-Xylene 3730 ug/L 05/13/14 06:19 95-47-6200200200
Surrogates
4-Bromofluorobenzene (S)98 %05/13/14 06:19 460-00-470-130 200
1,2-Dichloroethane-d4 (S)100 %05/13/14 06:19 17060-07-070-130 200
Toluene-d8 (S)101 %05/13/14 06:19 2037-26-570-130 200
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/13/2014 04:22 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 7 of 16
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92199993
ESKIMO JOE'S 1584-02-045A
Sample:MW-2 Lab ID:92199993002 Collected:05/05/14 13:30 Received:05/06/14 15:15 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
601/602 Volatiles by SM 6200 Analytical Method: SM 6200B
Benzene 5930 ug/L 05/13/14 06:35 71-43-250.0 50.0 50
Bromodichloromethane 58.8 ug/L 05/13/14 06:35 75-27-450.0 50.0 50
Bromoform ND ug/L 05/13/14 06:35 75-25-250.0 50.0 50
Bromomethane ND ug/L 05/13/14 06:35 74-83-925050.0 50
Carbon tetrachloride ND ug/L 05/13/14 06:35 56-23-550.0 50.0 50
Chlorobenzene ND ug/L 05/13/14 06:35 108-90-750.0 50.0 50
Chloroethane ND ug/L 05/13/14 06:35 75-00-350.0 50.0 50
Chloroform 403 ug/L 05/13/14 06:35 67-66-350.0 50.0 50
Chloromethane ND ug/L 05/13/14 06:35 74-87-350.0 50.0 50
Dibromochloromethane 109 ug/L 05/13/14 06:35 124-48-150.0 50.0 50
1,2-Dibromoethane (EDB)ND ug/L 05/13/14 06:35 106-93-450.0 50.0 50
1,2-Dichlorobenzene ND ug/L 05/13/14 06:35 95-50-150.0 50.0 50
1,3-Dichlorobenzene ND ug/L 05/13/14 06:35 541-73-150.0 50.0 50
1,4-Dichlorobenzene ND ug/L 05/13/14 06:35 106-46-750.0 50.0 50
Dichlorodifluoromethane ND ug/L 05/13/14 06:35 75-71-850.0 50.0 50
1,1-Dichloroethane ND ug/L 05/13/14 06:35 75-34-350.0 50.0 50
1,2-Dichloroethane 59.2 ug/L 05/13/14 06:35 107-06-250.0 50.0 50
1,1-Dichloroethene ND ug/L 05/13/14 06:35 75-35-450.0 50.0 50
cis-1,2-Dichloroethene ND ug/L 05/13/14 06:35 156-59-250.0 50.0 50
trans-1,2-Dichloroethene ND ug/L 05/13/14 06:35 156-60-550.0 50.0 50
1,2-Dichloropropane ND ug/L 05/13/14 06:35 78-87-550.0 50.0 50
cis-1,3-Dichloropropene ND ug/L 05/13/14 06:35 10061-01-550.0 50.0 50
trans-1,3-Dichloropropene ND ug/L 05/13/14 06:35 10061-02-650.0 50.0 50
Diisopropyl ether 297 ug/L 05/13/14 06:35 108-20-350.0 50.0 50
Ethylbenzene 2510 ug/L 05/13/14 06:35 100-41-450.0 50.0 50
Methylene Chloride 166 ug/L 05/13/14 06:35 75-09-210010050
Methyl-tert-butyl ether 2970 ug/L 05/13/14 06:35 1634-04-450.0 50.0 50
Naphthalene 558 ug/L 05/13/14 06:35 91-20-310010050
1,1,2,2-Tetrachloroethane ND ug/L 05/13/14 06:35 79-34-550.0 50.0 50
Tetrachloroethene ND ug/L 05/13/14 06:35 127-18-450.0 50.0 50
Toluene 25000 ug/L 05/13/14 11:18 108-88-3200200200
1,1,1-Trichloroethane ND ug/L 05/13/14 06:35 71-55-650.0 50.0 50
1,1,2-Trichloroethane ND ug/L 05/13/14 06:35 79-00-550.0 50.0 50
Trichloroethene ND ug/L 05/13/14 06:35 79-01-650.0 50.0 50
Trichlorofluoromethane ND ug/L 05/13/14 06:35 75-69-450.0 50.0 50
Vinyl chloride ND ug/L 05/13/14 06:35 75-01-450.0 50.0 50
Xylene (Total)15800 ug/L 05/13/14 06:35 1330-20-710010050
m&p-Xylene 10400 ug/L 05/13/14 06:35 179601-23-110010050
o-Xylene 5450 ug/L 05/13/14 06:35 95-47-650.0 50.0 50
Surrogates
4-Bromofluorobenzene (S)99 %05/13/14 06:35 460-00-470-130 50
1,2-Dichloroethane-d4 (S)99 %05/13/14 06:35 17060-07-070-130 50
Toluene-d8 (S)99 %05/13/14 06:35 2037-26-570-130 50
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/13/2014 04:22 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 8 of 16
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92199993
ESKIMO JOE'S 1584-02-045A
Sample:DW-1 Lab ID:92199993003 Collected:05/05/14 15:00 Received:05/06/14 15:15 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
601/602 Volatiles by SM 6200 Analytical Method: SM 6200B
Benzene 114 ug/L 05/13/14 12:07 71-43-25.0 5.0 5
Bromodichloromethane ND ug/L 05/13/14 12:07 75-27-45.0 5.0 5
Bromoform ND ug/L 05/13/14 12:07 75-25-25.0 5.0 5
Bromomethane ND ug/L 05/13/14 12:07 74-83-925.0 5.0 5
Carbon tetrachloride ND ug/L 05/13/14 12:07 56-23-55.0 5.0 5
Chlorobenzene ND ug/L 05/13/14 12:07 108-90-75.0 5.0 5
Chloroethane ND ug/L 05/13/14 12:07 75-00-35.0 5.0 5
Chloroform ND ug/L 05/13/14 12:07 67-66-35.0 5.0 5
Chloromethane ND ug/L 05/13/14 12:07 74-87-35.0 5.0 5
Dibromochloromethane ND ug/L 05/13/14 12:07 124-48-15.0 5.0 5
1,2-Dibromoethane (EDB)ND ug/L 05/13/14 12:07 106-93-45.0 5.0 5
1,2-Dichlorobenzene ND ug/L 05/13/14 12:07 95-50-15.0 5.0 5
1,3-Dichlorobenzene ND ug/L 05/13/14 12:07 541-73-15.0 5.0 5
1,4-Dichlorobenzene ND ug/L 05/13/14 12:07 106-46-75.0 5.0 5
Dichlorodifluoromethane ND ug/L 05/13/14 12:07 75-71-85.0 5.0 5
1,1-Dichloroethane ND ug/L 05/13/14 12:07 75-34-35.0 5.0 5
1,2-Dichloroethane ND ug/L 05/13/14 12:07 107-06-25.0 5.0 5
1,1-Dichloroethene ND ug/L 05/13/14 12:07 75-35-45.0 5.0 5
cis-1,2-Dichloroethene ND ug/L 05/13/14 12:07 156-59-25.0 5.0 5
trans-1,2-Dichloroethene ND ug/L 05/13/14 12:07 156-60-55.0 5.0 5
1,2-Dichloropropane ND ug/L 05/13/14 12:07 78-87-55.0 5.0 5
cis-1,3-Dichloropropene ND ug/L 05/13/14 12:07 10061-01-55.0 5.0 5
trans-1,3-Dichloropropene ND ug/L 05/13/14 12:07 10061-02-65.0 5.0 5
Diisopropyl ether ND ug/L 05/13/14 12:07 108-20-35.0 5.0 5
Ethylbenzene 10.4 ug/L 05/13/14 12:07 100-41-45.0 5.0 5
Methylene Chloride ND ug/L 05/13/14 12:07 75-09-210.0 10.0 5
Methyl-tert-butyl ether 5.4 ug/L 05/13/14 12:07 1634-04-45.0 5.0 5
Naphthalene 50.5 ug/L 05/13/14 12:07 91-20-310.0 10.0 5
1,1,2,2-Tetrachloroethane ND ug/L 05/13/14 12:07 79-34-55.0 5.0 5
Tetrachloroethene ND ug/L 05/13/14 12:07 127-18-45.0 5.0 5
Toluene 23.3 ug/L 05/13/14 12:07 108-88-35.0 5.0 5
1,1,1-Trichloroethane ND ug/L 05/13/14 12:07 71-55-65.0 5.0 5
1,1,2-Trichloroethane ND ug/L 05/13/14 12:07 79-00-55.0 5.0 5
Trichloroethene ND ug/L 05/13/14 12:07 79-01-65.0 5.0 5
Trichlorofluoromethane ND ug/L 05/13/14 12:07 75-69-45.0 5.0 5
Vinyl chloride ND ug/L 05/13/14 12:07 75-01-45.0 5.0 5
Xylene (Total)985 ug/L 05/13/14 12:07 1330-20-710.0 10.0 5
m&p-Xylene 421 ug/L 05/13/14 12:07 179601-23-110.0 10.0 5
o-Xylene 564 ug/L 05/13/14 12:07 95-47-65.0 5.0 5
Surrogates
4-Bromofluorobenzene (S)100 %05/13/14 12:07 460-00-470-130 5
1,2-Dichloroethane-d4 (S)100 %05/13/14 12:07 17060-07-070-130 5
Toluene-d8 (S)100 %05/13/14 12:07 2037-26-570-130 5
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 05/13/2014 04:22 PM
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Page 9 of 16
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92199993
ESKIMO JOE'S 1584-02-045A
Sample:TRIP BLANK Lab ID:92199993004 Collected:05/05/14 00:00 Received:05/06/14 15:15 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
601/602 Volatiles by SM 6200 Analytical Method: SM 6200B
Benzene ND ug/L 05/13/14 05:29 71-43-21.0 1.0 1
Bromodichloromethane ND ug/L 05/13/14 05:29 75-27-41.0 1.0 1
Bromoform ND ug/L 05/13/14 05:29 75-25-21.0 1.0 1
Bromomethane ND ug/L 05/13/14 05:29 74-83-95.0 1.0 1
Carbon tetrachloride ND ug/L 05/13/14 05:29 56-23-51.0 1.0 1
Chlorobenzene ND ug/L 05/13/14 05:29 108-90-71.0 1.0 1
Chloroethane ND ug/L 05/13/14 05:29 75-00-31.0 1.0 1
Chloroform ND ug/L 05/13/14 05:29 67-66-31.0 1.0 1
Chloromethane ND ug/L 05/13/14 05:29 74-87-31.0 1.0 1
Dibromochloromethane ND ug/L 05/13/14 05:29 124-48-11.0 1.0 1
1,2-Dibromoethane (EDB)ND ug/L 05/13/14 05:29 106-93-41.0 1.0 1
1,2-Dichlorobenzene ND ug/L 05/13/14 05:29 95-50-11.0 1.0 1
1,3-Dichlorobenzene ND ug/L 05/13/14 05:29 541-73-11.0 1.0 1
1,4-Dichlorobenzene ND ug/L 05/13/14 05:29 106-46-71.0 1.0 1
Dichlorodifluoromethane ND ug/L 05/13/14 05:29 75-71-81.0 1.0 1
1,1-Dichloroethane ND ug/L 05/13/14 05:29 75-34-31.0 1.0 1
1,2-Dichloroethane ND ug/L 05/13/14 05:29 107-06-21.0 1.0 1
1,1-Dichloroethene ND ug/L 05/13/14 05:29 75-35-41.0 1.0 1
cis-1,2-Dichloroethene ND ug/L 05/13/14 05:29 156-59-21.0 1.0 1
trans-1,2-Dichloroethene ND ug/L 05/13/14 05:29 156-60-51.0 1.0 1
1,2-Dichloropropane ND ug/L 05/13/14 05:29 78-87-51.0 1.0 1
cis-1,3-Dichloropropene ND ug/L 05/13/14 05:29 10061-01-51.0 1.0 1
trans-1,3-Dichloropropene ND ug/L 05/13/14 05:29 10061-02-61.0 1.0 1
Diisopropyl ether ND ug/L 05/13/14 05:29 108-20-31.0 1.0 1
Ethylbenzene ND ug/L 05/13/14 05:29 100-41-41.0 1.0 1
Methylene Chloride ND ug/L 05/13/14 05:29 75-09-22.0 2.0 1
Methyl-tert-butyl ether ND ug/L 05/13/14 05:29 1634-04-41.0 1.0 1
Naphthalene ND ug/L 05/13/14 05:29 91-20-32.0 2.0 1
1,1,2,2-Tetrachloroethane ND ug/L 05/13/14 05:29 79-34-51.0 1.0 1
Tetrachloroethene ND ug/L 05/13/14 05:29 127-18-41.0 1.0 1
Toluene ND ug/L 05/13/14 05:29 108-88-31.0 1.0 1
1,1,1-Trichloroethane ND ug/L 05/13/14 05:29 71-55-61.0 1.0 1
1,1,2-Trichloroethane ND ug/L 05/13/14 05:29 79-00-51.0 1.0 1
Trichloroethene ND ug/L 05/13/14 05:29 79-01-61.0 1.0 1
Trichlorofluoromethane ND ug/L 05/13/14 05:29 75-69-41.0 1.0 1
Vinyl chloride ND ug/L 05/13/14 05:29 75-01-41.0 1.0 1
Xylene (Total)ND ug/L 05/13/14 05:29 1330-20-72.0 2.0 1
m&p-Xylene ND ug/L 05/13/14 05:29 179601-23-12.0 2.0 1
o-Xylene ND ug/L 05/13/14 05:29 95-47-61.0 1.0 1
Surrogates
4-Bromofluorobenzene (S)97 %05/13/14 05:29 460-00-470-130 1
1,2-Dichloroethane-d4 (S)101 %05/13/14 05:29 17060-07-070-130 1
Toluene-d8 (S)100 %05/13/14 05:29 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 05/13/2014 04:22 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 10 of 16
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92199993
ESKIMO JOE'S 1584-02-045A
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MSV/26784
SM 6200B
SM 6200B
601/602 Volatiles by SM 6200
Associated Lab Samples:92199993001, 92199993002, 92199993003, 92199993004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1196809
Associated Lab Samples:92199993001, 92199993002, 92199993003, 92199993004
Matrix:Water
Analyzed
1,1,1-Trichloroethane ug/L ND 1.0 05/13/14 05:13
1,1,2,2-Tetrachloroethane ug/L ND 1.0 05/13/14 05:13
1,1,2-Trichloroethane ug/L ND 1.0 05/13/14 05:13
1,1-Dichloroethane ug/L ND 1.0 05/13/14 05:13
1,1-Dichloroethene ug/L ND 1.0 05/13/14 05:13
1,2-Dibromoethane (EDB)ug/L ND 1.0 05/13/14 05:13
1,2-Dichlorobenzene ug/L ND 1.0 05/13/14 05:13
1,2-Dichloroethane ug/L ND 1.0 05/13/14 05:13
1,2-Dichloropropane ug/L ND 1.0 05/13/14 05:13
1,3-Dichlorobenzene ug/L ND 1.0 05/13/14 05:13
1,4-Dichlorobenzene ug/L ND 1.0 05/13/14 05:13
Benzene ug/L ND 1.0 05/13/14 05:13
Bromodichloromethane ug/L ND 1.0 05/13/14 05:13
Bromoform ug/L ND 1.0 05/13/14 05:13
Bromomethane ug/L ND 5.0 05/13/14 05:13
Carbon tetrachloride ug/L ND 1.0 05/13/14 05:13
Chlorobenzene ug/L ND 1.0 05/13/14 05:13
Chloroethane ug/L ND 1.0 05/13/14 05:13
Chloroform ug/L ND 1.0 05/13/14 05:13
Chloromethane ug/L ND 1.0 05/13/14 05:13
cis-1,2-Dichloroethene ug/L ND 1.0 05/13/14 05:13
cis-1,3-Dichloropropene ug/L ND 1.0 05/13/14 05:13
Dibromochloromethane ug/L ND 1.0 05/13/14 05:13
Dichlorodifluoromethane ug/L ND 1.0 05/13/14 05:13
Diisopropyl ether ug/L ND 1.0 05/13/14 05:13
Ethylbenzene ug/L ND 1.0 05/13/14 05:13
m&p-Xylene ug/L ND 2.0 05/13/14 05:13
Methyl-tert-butyl ether ug/L ND 1.0 05/13/14 05:13
Methylene Chloride ug/L ND 2.0 05/13/14 05:13
Naphthalene ug/L ND 2.0 05/13/14 05:13
o-Xylene ug/L ND 1.0 05/13/14 05:13
Tetrachloroethene ug/L ND 1.0 05/13/14 05:13
Toluene ug/L ND 1.0 05/13/14 05:13
trans-1,2-Dichloroethene ug/L ND 1.0 05/13/14 05:13
trans-1,3-Dichloropropene ug/L ND 1.0 05/13/14 05:13
Trichloroethene ug/L ND 1.0 05/13/14 05:13
Trichlorofluoromethane ug/L ND 1.0 05/13/14 05:13
Vinyl chloride ug/L ND 1.0 05/13/14 05:13
Xylene (Total)ug/L ND 2.0 05/13/14 05:13
1,2-Dichloroethane-d4 (S)%99 70-130 05/13/14 05:13
4-Bromofluorobenzene (S)%97 70-130 05/13/14 05:13
Toluene-d8 (S)%100 70-130 05/13/14 05:13
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 05/13/2014 04:22 PM
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Huntersville, NC 28078
[phone]
Page 11 of 16
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92199993
ESKIMO JOE'S 1584-02-045A
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1196810LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1-Trichloroethane ug/L 54.250 108 60-140
1,1,2,2-Tetrachloroethane ug/L 53.450 107 60-140
1,1,2-Trichloroethane ug/L 55.150 110 60-140
1,1-Dichloroethane ug/L 50.750 101 60-140
1,1-Dichloroethene ug/L 51.550 103 60-140
1,2-Dibromoethane (EDB)ug/L 53.150 106 60-140
1,2-Dichlorobenzene ug/L 51.950 104 60-140
1,2-Dichloroethane ug/L 53.850 108 60-140
1,2-Dichloropropane ug/L 53.550 107 60-140
1,3-Dichlorobenzene ug/L 49.850 100 60-140
1,4-Dichlorobenzene ug/L 49.650 99 60-140
Benzene ug/L 56.550 113 60-140
Bromodichloromethane ug/L 56.550 113 60-140
Bromoform ug/L 47.650 95 60-140
Bromomethane ug/L 46.350 93 60-140
Carbon tetrachloride ug/L 58.450 117 60-140
Chlorobenzene ug/L 49.850 100 60-140
Chloroethane ug/L 46.250 92 60-140
Chloroform ug/L 51.750 103 60-140
Chloromethane ug/L 52.750 105 60-140
cis-1,2-Dichloroethene ug/L 51.250 102 60-140
cis-1,3-Dichloropropene ug/L 56.450 113 60-140
Dibromochloromethane ug/L 47.250 94 60-140
Dichlorodifluoromethane ug/L 54.050 108 60-140
Diisopropyl ether ug/L 52.850 106 60-140
Ethylbenzene ug/L 50.350 101 60-140
m&p-Xylene ug/L 101100 101 60-140
Methyl-tert-butyl ether ug/L 53.650 107 60-140
Methylene Chloride ug/L 54.650 109 60-140
Naphthalene ug/L 54.050 108 60-140
o-Xylene ug/L 51.750 103 60-140
Tetrachloroethene ug/L 52.750 105 60-140
Toluene ug/L 51.350 103 60-140
trans-1,2-Dichloroethene ug/L 52.050 104 60-140
trans-1,3-Dichloropropene ug/L 49.450 99 60-140
Trichloroethene ug/L 56.550 113 60-140
Trichlorofluoromethane ug/L 48.650 97 60-140
Vinyl chloride ug/L 59.150 118 60-140
Xylene (Total)ug/L 153150 102 60-140
1,2-Dichloroethane-d4 (S)%97 70-130
4-Bromofluorobenzene (S)%101 70-130
Toluene-d8 (S)%101 70-130
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 05/13/2014 04:22 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 12 of 16
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92199993
ESKIMO JOE'S 1584-02-045A
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes in sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PRL - Pace Reporting Limit.
RL - Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine (8270 listed analyte) decomposes to Azobenzene.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Acid preservation may not be appropriate for 2-Chloroethylvinyl ether, Styrene, and Vinyl chloride.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
LABORATORIES
Pace Analytical Services - CharlottePASI-C
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 05/13/2014 04:22 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 13 of 16
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92199993
ESKIMO JOE'S 1584-02-045A
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92199993001 MSV/26784MW-1 SM 6200B
92199993002 MSV/26784MW-2 SM 6200B
92199993003 MSV/26784DW-1 SM 6200B
92199993004 MSV/26784TRIP BLANK SM 6200B
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, Inc..Date: 05/13/2014 04:22 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 14 of 16
Page 15 of 16
Page 16 of 16
APPENDIX III
Receptor Survey Update Documentation
Parcel Number Owner Name Mailing Address 1
Mailing Address
City
Mailing
Address
State
Mailing
Address Zip Property Address
Green Card
Returned
Survey
Returned
0600200000010B Mr. Bruce Lopp PO Box 284 Lexington NC 27293 1710 Cotton Grove X X
06002B0000065 Deborah Davis Box 100 Mayfair Rd. Lexington NC 27292 Box 100 Mayfair Rd. X X
06002B000061 David Lee Brewer 4646 Nelms Lane NE Roanoke VA 24019 102 Mayfair Rd. X X
06002B0000056 John T. Tetter 104 Mayfair Rd Lexington NC 27293 104 Mayfair Rd. X X
06002B0000025 Thomas Latham Estate 107 Mayfair Rd Lexington NC 27293 107 Mayfair Rd. X X
06002B0000069 Charles Bee 1880 Beckner Rd Lexington NC 27292 8 Mayfair Rd. X X
06003A00000111 Maw LLC 6071 Santa Maria Dr Winston-Salem NC 27106 Hedrick Ave. X X
06003A0000035 Hayes & Betty Harvey 106 Highgate Ln Lexington NC 27292 Cotton Grove Rd X
06003A0000043 Quinte Inc. (subject property) PO Box 18946 Charlotte NC 28231 1705 Cotton Grove Rd X X
06003A0000047 O Inc PO Box 1266 Kannapolis NC 28082 1707 Cotton Grove Rd X X
06003A0000055 7-Eleven 1722 Routh Street Suite 1000 Dallas TX 75201 1709 Cotton Grove Rd X
06003A0000104 Rosetta Hudson 9319 Fairmead Road Charlotte NC 27269 Hendrick Rd. X X
06002C00H0001 Jane Kepley 1724 South View Drive Lexington NC 27292 1724 South View Drive X X
600200000009
McDonalds Corporation
32/5277 John Hunnicutt Mclex Inc.PO Box 2278 Thomasville NC 27361 1708 Cotton Grove X X
0600200000009B Lex Pumo, Inc PO Box 1420 Conover NC 28613 Cotton Grove Rd X X
06002B0000077 Sink Enterprises Inc 387 R B Sink Road Lexington NC 27295 Cotton Grove Rd X
06003A000106 Leonard Defelice 1398 Waterford Pointe Rd Lexington NC 27292 Hedrick Ave. X
06003A0000147 John Lomdardi 204 Oakwood Dr Lexington NC 27292 Cedar Lane X
06002B0000015 William and Jewell Ennett 1450B South Main Street Lexington NC 27292 101 Mayfair Road X X
06002B0000019 Velna Jane Henderson 103 Mayfair Road Lexington NC 27292 103 Mayfair Road X X
06003A0000159 Joe B. Hooker 2114 NW Plumbago Trail Stuart FL 34994 Hedrick Avenue
06003A0000147A Martha and David Martin 1648 Arrington Drive Lexington NC 27295 115 Cedar Lane X
06002C00A0004B Wilma E. Wilson 1725 Cotton Grove Road Lexington NC 27292 4 Avondale Road X X
06002C00A0014 EE Wilson Investmemts, LLC 1725 Cotton Grove Road Lexington NC 27292 6 Avondale Road X X