WA-18083_18083_CA_MRP_20151008

Cardno MM&A 2725 E. Millbrook Rd Raleigh, NC 27604 Phone [phone] Fax [phone] www.cardno.com

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October 8, 2015

Ms. Sylvia Hunneke
North Carolina Department of the Environment and Natural Resources
Division of Waste Management - UST Section 943 Washington Square Mall
Washington, North Carolina 27889

Subject: Groundwater Monitoring Report Munchie Mart
New Bern, Craven County, North Carolina Incident No. 18083
Cardno MM&A Project No. XE122
Dear Ms Hunneke:
On behalf of E. J. Pope & Son, Inc., Cardno MM&A is pleased to submit the Groundwater
Monitoring Report for the above referenced site. Please feel free to contact the undersigned with
any questions you may have concerning this report.
Sincerely,

Andrew L. McMillan Staff Scientist
for Cardno MM&A
Direct Line [phone] Email: [e-mail]
Larry George, P.G. Assistant Vice President
for Cardno MM&A
Direct Line [phone] Email: [e-mail]

Enc: Groundwater Monitoring Report
cc: Gena Jones, E.J. Pope & Son, Inc.
File: XE122 Mon Report
Project XE122

Groundwater Monitoring Report Munchie Mart #5 E.J. Pope & Son, Inc.
October 2, 2015 Cardno MM&A iii
Table of Contents
1 Introduction .......................................................................................................................... 1
2 Field Activities ..................................................................................................................... 1
3 Groundwater Flow Direction ............................................................................................... 2
4 Free Product Inspection ...................................................................................................... 2
5 Groundwater Analytical Results ......................................................................................... 2
6 Conclusions ......................................................................................................................... 2

Figures
1 ........................................................................................................................................................ Vicinity Map
2 ............................................................................................................................................................. Site Map
3 ..................................................................................................................................................... Property Map
4 ..................................................................................................................................... Groundwater Flow Map
Tables
1 ........................................................................................................... Adjacent Property Owners/Well Owners
2 .................................................................................................................................... Groundwater Elevations
3 .................................................................................................... Groundwater Analytical Results (2010-2015)
Appendices
A ............................................................................................................................................. Laboratory Report
B ..................................................................................... Historical Groundwater Analytical Results (Pre-2010)

Groundwater Monitoring Report Munchie Mart #5 E.J. Pope & Son, Inc.

October 8, 2015 Cardno MM&A 1
1 Introduction
On behalf of E.J. Pope & Son, Inc. (Pope), Cardno MM&A1conducted a groundwater sampling event at the
former JBJ Investments Partnership facility (former Munchie Mart #5), hereinafter referred to as the site, on July
21, 2015. This report summarizes the results of that event, and provides historical groundwater elevation and
analytical data.
A Corrective Action Plan (CAP) prepared by Cardno MM&A was submitted to the North Carolina Department of
Environment and Natural Resources (NCDENR) on November 13, 1998. The CAP proposed natural attenuation
with one year of quarterly monitoring, followed by semi-annual monitoring. NCDENR granted final approval of
the proposed CAP in a letter dated January 8, 1999, and semi-annual monitoring has been performed until 2012.
As directed in correspondence from NCDENR dated January 18, 2012, monitoring frequency was changed to an
annual basis beginning in April 2012. Annual groundwater sampling events were conducted at the site in April
2012, March 2013, and April 2014. Historically benzene, isopropylbenzene, methyl-tert-butyl ether (MTBE) and
diisopropyl ether (DIPE) have been reported at relatively low concentrations slightly above their respective
regulatory limits at the site.
The former Munchie Mart #5 facility, hereinafter referred to as the site, is located at 3990 U.S. Highway 70 West,
New Bern, Craven County, North Carolina. Topography of the site and the surrounding area is depicted on an
excerpt from the USGS 7.5’ series New Bern, North Carolina topographic map (Figure 1). The site map is
provided as Figure 2. Surrounding properties as identified in June 1998 during the development of the
Corrective Action Plan (CAP) are presented in Figure 3. Ownership details of properties in the immediate vicinity
of the site were updated in April 2012 and are listed in Table 1.
Pope received a Notice of Regulatory Requirements letter, dated May 17, 2014, from NCDENR directing that an
annual groundwater sampling event be conducted at the site in June/July of 2015.
2 Field Activities
Cardno MM&A personnel mobilized to the site on July 21, 2015 to measure groundwater levels in three of the 11
existing monitoring wells (MW-1, MW-4 and MW-5) as well as collect groundwater samples from monitoring
wells MW-1 and MW-4. The locations of the monitoring wells are depicted in Figure 2.
Upon arrival at the site, groundwater monitoring wells MW-1, MW-4 and MW-5 were each located and
groundwater levels were measured using an electronic water meter. Monitoring well MW-5 was gauged for
groundwater elevation in order to more accurately identify the local groundwater flow direction. However, a
groundwater sample was not collected from MW-5 during the sampling event. Prior to sampling, the wells were
purged with a disposable bailer by removing a minimum of three well volumes of water from each well.
Subsequent to purging, the groundwater monitoring wells were allowed to recover to near static levels before
sampling. All groundwater samples were collected from the monitoring wells using the same disposable bailer
used to purge the well. Each groundwater sample was transferred into appropriate laboratory prepared sample
containers and chilled on ice pending transportation to con-test Analytical Laboratory (Con-Test), located in East
Longmeadow, MA (NC Certification No. 652) for volatile organic compound (VOC) analysis per Standard Method
(SM) 6200B plus 1,2-dibromoethane (EDB), methyl-tert-butyl-ether (MTBE), and diisopropyl ether (DIPE).
1 Effective July 2, 2012, Marshall Miller & Associates, Inc. merged with Cardno Limited, an Australian based professional services firm with
offices throughout the US and projects in 85 countries. Effective November 1, 2012, Marshall Miller & Associates, Inc. has changed its name to Cardno MM&A.
Groundwater Monitoring Report Munchie Mart #5 E.J. Pope & Son, Inc.

October 8, 2015 Cardno MM&A 2
3 Groundwater Flow Direction
The water level measurements (depth to groundwater surface) for each well were subtracted from the
corresponding well casing elevations (referenced to an arbitrary site datum) to determine the elevation of the
groundwater surface at each well location. Wellhead casing elevation data and water level elevation data for the
July 2015 event, and previous site visits since 1998 is presented in Table 2. The July 2015 groundwater
elevation data was used to create a potentiometric surface map (Figure 4) to illustrate the horizontal gradient
and groundwater flow direction in the water table aquifer beneath the site on the day of the sampling event. The
local groundwater was calculated to flow in the south-southwesterly direction, consistent with historical data.
4 Free Product Inspection
Free product was not encountered at the site during the July 2015 monitoring activities.
5 Groundwater Analytical Results
A summary of the results of the sampling performed on July 2015, and all sampling results since January 1,
2010, are provided in Table 3. The laboratory analytical report, for the July 21, 2015 sampling event, is included
in Appendix A. The results were compared to North Carolina’s Administrative Code Title 15A, Subchapter 2L:
Classifications and Water Quality Standards Applicable to The Groundwaters of North Carolina (2L Standards),
updated April 1, 2013. The relevant results from the July 2015 analyses are summarized as follows:
 Benzene was not reported at a concentration above the laboratory detection limit in MW-1 for the first
time since July 2011. Consistent with historical sampling events concentrations of benzene in MW-4 was
also below the laboratory detection limit.
 DIPE was not reported at a concentration above the 2L Standard of 70 µg/l in MW-1 (4.4 µg/l) or MW-4
(65 µg/l). DIPE has historically been identified above the 2L standard in MW-4.
 Concentrations of isopropylbenzene, methyl-tert-butyl ether (MTBE), sec-butylbenzene, n-butylbenzene,
tert-butylbenzene, naphthalene, ethylbenzene and 2-hexanone were detected during the sampling event
below their respective 2L Standards.
Overall, comparing the current laboratory results (July 21, 2015) to the previous sampling event (April 2, 2014)
indicates that concentrations of petroleum hydrocarbon constituents have decreased at the site. Benzene
concentrations since the previous sampling event continued to decrease below the laboratory detection limit in
MW-1 and has not been identified in any other monitoring well since 2010. Also, diisopropyl ether concentrations
detected in MW-4, have decreased below the 2L standard since the last sampling event. Historical groundwater
analytical results (pre-2010) are included in Appendix B.
6 Conclusions
Cardno MM&A personnel conducted an annual groundwater sampling event at the former Munchie Mart #5
facility on July 21, 2015. Laboratory analysis of the groundwater samples revealed that all constituents detected
remained below their respective 2L Standards in MW-1 and MW-4.
Groundwater Monitoring Report Munchie Mart #5 E.J. Pope & Son, Inc.

October 8, 2015 Cardno MM&A 3
Historical laboratory results indicate that the primary dissolved constituents (benzene, DIPE, MTBE, and
naphthalene) have generally continued to decrease since the completion of the Corrective Action Plan in 1998.
Based on the recent and historical data, it appears that natural attenuation has been effective at the site in
reducing the concentrations of the constituents dissolved in the groundwater.
As no constituent concentrations were detected in MW-1 or MW-4, exceeding their respective 2L Standards,
Cardno MM&A recommends No Further Action be performed at the site.

Munchie Mart

TABLES 

Table 1Adjacent Property Owners/Well OwnersFormer Munchie Mart #5New Bern, Craven County, North CarolinaProperty ID Owner7-030-1-128 Sharon Rentals LLC 3940 US Highway 70 E, New Bern, NC 285607-030-006 Robert A. Jarman 430 E. Thurman Rd., New Bern, NC 285607-034-011 Charles A. Lapier 431 E. Thurman Rd., New Bern, NC 285607-034-010 James Cayton, Jr. 433 E. Thurman Rd., New Bern, NC 285607-034-009 Brices Creek Bible Church 3998 E US 70 HWY, New Bern, NC 285607-034-10001 Land Concepts and Solutions LLC503 W Thurman Rd, New Bern, NC 285647-034-022 Mallard Oil Company Inc 500 W Thurman Rd, New Bern, NC 285607-030-012 Audrey Peele Ward7-030-1-00C Dept. of Transportation PO Box 25201, Raleigh, NC 27611Property ID Owner Address Distance and Direction from Site428 E. Thurman Rd.New Bern, NC 28560411 E. Thurman Rd.New Bern, NC 28560Water Supply Well Information collected by MM&A in June 1998; property ownership information updated April 2012.7-032-069 William M. & Mary M. Sanders ~1,250' NEAddressThe following properties are also connected to the Craven County water supply. However, these properties also have former supply wells that have not been abandoned. These are the only private supply wells within a 1,500' radius of the Site.7-030-007 South Shores Properties LLC 450' NE1027 Holly Hill Dr, Durham, NC 27713E.J. Pope\XE122-Munchie Mart\2014\Report\TablePage 1 of 1
Table 2Groundwater ElevationsFormer Munchie Mart #5New Bern, Craven County, North CarolinaMW-1 99.99 5.28 94.71 2.28 97.71 3.16 96.83 3.34 96.65 3.25 96.74 4.37 95.62 3.01 96.98MW-2 98.98 2.88 96.10 2.37 96.61 2.75 96.23 3.01 95.97 3.11 95.87 4.18 94.80 5.19 93.79MW-3 99.11 2.80 96.31 2.83 96.28 3.54 95.57 4.08 95.03 4.20 94.91 2.91 96.20 2.90 96.21MW-4 99.03 2.63 96.40 2.75 96.28 3.25 95.78 3.12 95.91 3.46 95.57 3.25 95.78 3.73 95.30MW-5 99.04 3.21 95.83 3.40 95.64 3.84 95.20 4.06 94.98 4.97 94.07 3.65 95.39 3.23 95.81MW-6 100.69 NA NA NA NA 3.16 97.53 4.40 96.29 3.32 97.37 1.71 98.98 2.77 97.92MW-7 98.58 NA NA NA NA 3.00 95.58 3.36 95.22 3.08 95.50 2.43 96.15 2.62 95.96MW-8 98.43 NA NA NA NA 4.10 94.33 4.45 93.98 4.26 94.17 2.71 95.72 3.47 94.96MW-9 99.49 NA NA NA NA 5.83 93.66 5.13 94.36 5.02 94.47 3.29 96.20 3.84 95.65MW-10 97.63 NA NA NA NA NA NA NA NA NA NA NA NA 4.43 93.20MW-11 99.67 NA NA NA NA NA NA NA NA NA NA NA NA NA NADW-1 99.38 NA NA NA NA 7.11 92.27 19.22 80.16 19.19 80.19 18.63 80.75 19.80 79.58Notes:Well IDTOC Elev. (feet)6/23/1998 6/30/1999 9/30/1999 7/29/1999GW. LevelGW. Elev.GW. LevelGW. Elev.GW. LevelGW. Elev.GW. LevelGW. Elev.4/29/1999GW. Elev.GW. LevelGW. Elev.GW. LevelTOC: Top of Casing (Well not yet installed.)NM: Not MeasuredGW. LevelNA: Not Applicable3/24/1998 4/22/1998GW. Elev.E.J. Pope\XE122-Munchie Mart\2014\Report\TablePage 1 of 5
Table 2Groundwater ElevationsFormer Munchie Mart #5New Bern, Craven County, North CarolinaMW-1 99.99MW-2 98.98MW-3 99.11MW-4 99.03MW-5 99.04MW-6 100.69MW-7 98.58MW-8 98.43MW-9 99.49MW-10 97.63MW-11 99.67DW-1 99.38Notes:Well IDTOC Elev. (feet)TOC: Top of Casing (Well not yet installed.)NM: Not MeasuredNA: Not Applicable5.63 94.36 6.11 89.51 6.61 93.38 5.50 94.49 1.82 98.17 3.03 96.96 2.26 97.734.54 94.44 5.29 93.69 5.29 93.69 4.52 94.46 3.74 95.24 5.39 93.59 2.10 96.882.67 96.44 3.35 95.76 3.05 96.06 3.72 95.39 1.92 97.19 4.20 94.91 2.80 96.313.94 95.09 4.24 94.79 4.01 95.02 2.96 96.07 2.33 96.70 2.75 96.28 2.34 96.693.01 96.03 4.28 94.76 4.43 94.61 4.55 94.49 2.61 96.43 4.04 95.00 2.84 96.202.04 98.65 3.09 97.60 2.62 98.07 NM - 1.61 99.08 2.96 97.73 2.37 98.322.39 96.19 3.14 95.44 2.70 95.88 2.40 96.18 2.42 96.16 3.31 95.27 2.60 95.982.91 95.52 3.56 94.87 3.14 95.29 3.05 95.38 2.86 95.57 3.76 94.67 3.55 94.883.39 96.10 4.47 95.02 3.49 96.00 2.25 97.24 2.89 96.60 Dry Dry 3.80 95.694.21 93.42 4.80 92.83 3.95 93.68 NM - 3.66 93.97 4.80 92.83 4.46 93.17NA NA NA NA NA NA NA - 0.52 99.15 7.44 92.23 NM -18.19 81.19 18.46 80.92 19.18 80.20 22.45 76.93 19.07 80.31 18.65 80.73 20.84 78.5410/27/1999 1/5/2000 7/7/2000 2/8/2001 8/20/2001GW. LevelGW. Elev.GW. Elev.GW. LevelGW. Elev.GW. LevelGW. LevelGW. Elev.GW. LevelGW. Elev.GW. LevelGW. Elev.GW. Elev.GW. Level1/8/2002 8/7/2002E.J. Pope\XE122-Munchie Mart\2014\Report\TablePage 2 of 5
Table 2Groundwater ElevationsFormer Munchie Mart #5New Bern, Craven County, North CarolinaMW-1 99.99MW-2 98.98MW-3 99.11MW-4 99.03MW-5 99.04MW-6 100.69MW-7 98.58MW-8 98.43MW-9 99.49MW-10 97.63MW-11 99.67DW-1 99.38Notes:Well IDTOC Elev. (feet)TOC: Top of Casing (Well not yet installed.)NM: Not MeasuredNA: Not Applicable1.79 98.20 1.69 98.30 2.47 97.52 2.41 97.58 2.44 97.55 2.71 97.28 1.91 98.081.21 97.77 1.97 97.01 2.63 96.35 2.00 96.98 3.13 95.85 3.26 95.72 1.98 97.001.64 97.47 2.08 97.03 2.67 96.44 2.56 96.55 3.36 95.75 3.96 95.15 3.28 95.832.19 96.84 1.96 97.07 2.65 96.38 2.65 96.38 2.89 96.14 2.73 96.30 2.50 96.533.04 96.00 2.26 96.78 3.15 95.89 3.91 95.13 3.71 95.33 4.02 95.02 2.46 96.581.56 99.13 2.02 98.67 2.60 98.09 2.16 98.53 2.31 98.38 3.18 97.51 1.11 99.582.16 96.42 2.09 96.49 2.64 95.94 2.53 96.05 2.95 95.63 3.07 95.51 2.45 96.132.43 96.00 2.76 95.67 3.20 95.23 3.15 95.28 4.55 93.88 3.92 94.51 2.72 95.712.79 96.70 3.11 96.38 4.12 95.37 3.20 96.29 4.31 95.18 4.47 95.02 3.16 96.333.71 93.92 3.80 93.83 3.91 93.72 3.90 93.73 4.49 93.14 4.51 93.120.10 99.57 0.94 98.73 0.70 98.97 0.91 98.76 0.45 99.22 2.11 97.56 0.10 99.5720.84 78.54 18.86 80.52 19.07 80.31 20.95 78.43 20.41 78.97 22.10 77.28 21.55 77.838/24/2005 1/25/2006DESTROYED1/10/20057/27/2004GW. LevelGW. Elev.GW. LevelGW. LevelGW. Elev.GW. LevelGW. Elev.GW. LevelGW. Elev.GW. Elev.GW. LevelGW. Elev.GW. Elev.GW. Level1/6/2003 7/8/2003 1/23/2004E.J. Pope\XE122-Munchie Mart\2014\Report\TablePage 3 of 5
Table 2Groundwater ElevationsFormer Munchie Mart #5New Bern, Craven County, North CarolinaMW-1 99.99MW-2 98.98MW-3 99.11MW-4 99.03MW-5 99.04MW-6 100.69MW-7 98.58MW-8 98.43MW-9 99.49MW-10 97.63MW-11 99.67DW-1 99.38Notes:Well IDTOC Elev. (feet)TOC: Top of Casing (Well not yet installed.)NM: Not MeasuredNA: Not Applicable2.23 97.76 2.20 97.79 1.82 98.17 2.11 97.88 NM - 2.05 97.94 1.79 98.20NM - 1.51 97.47 1.43 97.55 1.96 97.02 2.67 96.31 1.93 97.05 1.37 97.612.65 96.46 1.85 97.26 1.50 97.61 2.22 96.89 NM - 2.38 96.73 1.47 97.642.78 96.25 2.56 96.47 2.36 96.67 3.35 95.68 NM - 3.27 95.76 3.73 95.30NM - 2.87 96.17 2.89 96.15 3.31 95.73 3.95 95.09 3.12 95.92 2.72 96.32NM - 1.19 99.50 0.98 99.71 1.27 99.42 4.21 96.48 1.74 98.95 1.14 99.552.85 95.73 2.29 96.29 2.46 96.12 2.77 95.81 NM - 2.67 95.91 2.39 96.193.57 94.86 2.61 95.82 2.70 95.73 3.07 95.36 NM - 3.04 95.39 2.64 95.793.90 95.59 2.88 96.61 2.31 97.18 3.21 96.28 4.37 95.12 3.53 95.96 2.27 97.22NM - 0.25 99.42 NM - 0.36 99.31 1.16 98.51 0.64 99.03 0.55 99.1222.00 77.38 18.31 81.07 18.76 80.62 19.29 80.09 19.73 79.65 19.02 80.36 18.65 80.73DESTROYED7/31/2006 1/29/2007 7/31/2007 1/30/2008DESTROYED DESTROYED DESTROYEDGW. Level7/11/2008 1/2/2009 6/17/2009DESTROYED DESTROYED DESTROYEDGW. Elev.GW. LevelGW. Elev.GW. LevelGW. Elev.GW. Elev.GW. LevelGW. Elev.GW. Elev.GW. LevelGW. LevelGW. Elev.GW. LevelE.J. Pope\XE122-Munchie Mart\2014\Report\TablePage 4 of 5
Table 2Groundwater ElevationsFormer Munchie Mart #5New Bern, Craven County, North CarolinaMW-1 99.99MW-2 98.98MW-3 99.11MW-4 99.03MW-5 99.04MW-6 100.69MW-7 98.58MW-8 98.43MW-9 99.49MW-10 97.63MW-11 99.67DW-1 99.38Notes:Well IDTOC Elev. (feet)TOC: Top of Casing (Well not yet installed.)NM: Not MeasuredNA: Not Applicable2.06 98.20 2.79 97.20 1.48 98.51 4.22 95.77 2.30 97.69 1.68 98.31 1.91 98.08 2.27 97.721.91 97.61 2.50 96.48 1.52 97.46 3.33 95.65 NM - NM - NM - NM -2.40 97.64 3.17 95.94 1.94 97.17 4.23 94.88 NM - NM - NM - NM -3.08 95.30 3.64 95.39 2.74 96.29 3.96 95.07 3.41 95.62 2.40 96.63 2.71 96.32 2.93 96.103.00 96.32 3.69 95.35 2.72 96.32 4.50 94.54 NM - 2.89 96.15 2.91 96.13 3.38 95.661.57 99.55 3.79 96.90 0.91 99.78 5.71 94.98 NM - NM - NM - NM -2.53 96.19 3.17 95.41 2.24 96.34 3.82 94.76 2.60 95.98 2.22 96.36 2.13 96.45 NM -2.92 95.79 3.89 94.54 2.50 95.93 4.71 93.72 NM - NM - NM - NM -3.45 97.22 4.16 95.33 2.96 96.53 5.32 94.17 NM - NM - NM - NM -0.31 99.12 0.31 99.36 NM - 0.74 98.93 NM - NM - NM - NM -17.96 80.73 20.21 79.17 18.45 80.93 20.52 78.86 NM - NM - NM - NM -GW. LevelGW. Elev.DESTROYED4/10/2012GW. LevelGW. Elev.7/21/2015GW. LevelGW. Elev.DESTROYED3/1/2013GW. LevelGW. Elev.DESTROYED4/2/2014GW. Level GW. Elev.DESTROYEDDESTROYED DESTROYED DESTROYED DESTROYED7/23/2010GW. LevelGW. Elev.1/8/2010 1/28/2011 7/14/2011GW. Elev.GW. LevelGW. Elev.GW. LevelE.J. Pope\XE122-Munchie Mart\2014\Report\TablePage 5 of 5
Table 3Groundwater Analytical Results (2010 - 2015)Former Munchie Mart #5New Bern Craven County, North CarolinaSample IDMW-3Date Collected4/10/2012 4/2/2014Lab Sample ID31201068001 C301985-01RE1NA NA NAVOCs by 6200B (ug/L)1,1,1,2-Tetrachloroethane NES< 0.180 < 0.091 < 0.091 < 0.091 < 0.104 < 0.091 < 0.091 NA < 0.0900 < 0.091 < 0.091 < 0.091 NS NS NS NS1,1,1-Trichloroethane 200< 0.108 < 0.15 < 0.15 < 0.15 < 0.123 < 0.15 < 0.15 < 0.094 < 0.0540 < 0.15 < 0.15 < 0.15 NS NS NS NS1,1,2,2-Tetrachloroethane 0.2< 0.2300.73 J< 0.085 < 0.085 < 0.156 < 0.085 < 0.085 < 0.12 < 0.115 < 0.085 < 0.085 < 0.085 NS NS NS NS1,1,2-Trichloroethane 0.2< 0.364 < 0.068 < 0.068 < 0.068 < 0.126 < 0.068 < 0.068 < 0.15 < 0.182 < 0.068 < 0.068 < 0.068 NS NS NS NS1,1,2-Trichloro-1,2,2-trifluoroethane (CFC-1130.2NA NA NA NA NA NA < 0.068 NA NA NA NA NA NS NS NS NS1,1-Dichloroethane 6< 0.148 < 0.050 < 0.050 < 0.050 < 0.165 < 0.05 < 0.050 < 0.16 < 0.0740 < 0.050 < 0.050 < 0.050 NS NS NS NS1,1-Dichloroethene 7< 0.178 < 0.15 < 0.15 < 0.15 < 0.212 < 0.050 < 0.15 < 0.19 < 0.0890 < 0.15 < 0.15 < 0.15 NS NS NS NS1,1-Dichloropropene NES< 0.144 < 0.063 < 0.063 < 0.063 < 0.112 < 0.063 < 0.063 < 0.13 < 0.0720 < 0.063 < 0.063 < 0.063 NS NS NS NS1,2,3-Trichlorobenzene NES< 0.380 < 0.25 < 0.25 < 0.25 < 0.110 < 0.25 < 0.25 < 0.12 < 0.190 < 0.25 < 0.25 < 0.25 NS NS NS NS1,2,3-Trichloropropane 0.005< 0.240 < 0.15 < 0.15 < 0.15 < 0.212 < 0.15 < 0.15 < 0.12 < 0.120 < 0.15 < 0.15 < 0.15 NS NS NS NS1,2,4-Trichlorobenzene 70< 0.238 < 0.097 < 0.097 < 0.097 < 0.0913 < 0.097 < 0.097 < 0.12 < 0.119 < 0.097 < 0.097 < 0.097 NS NS NS NS1,2,4-Trimethylbenzene 400< 0.130 < 0.067 < 0.067 < 0.067 < 0.0961 < 0.067 < 0.067 < 0.18 3.93 < 0.067 2.2 < 0.067 NS NS NS NS1,2-Dibromo-3-chloropropane 0.04< 2.42 < 0.48 < 0.48 < 0.48 < 0.748 < 0.48 < 0.48 NA < 1.21 < 0.48 < 0.48 < 0.48 NS NS NS NS1,2-Dibromoethane (EDB) 0.02< 0.248 < 0.42 < 0.42 < 0.42 < 0.120 < 0.42 < 0.42 < 0.089 < 0.124 < 0.42 < 0.42 < 0.42 NS NS NS NS1,2-Dichlorobenzene 20< 0.254 < 0.052 < 0.052 < 0.052 < 0.137 < 0.052 < 0.052 < 0.076 < 0.127 < 0.052 < 0.052 < 0.052 NS NS NS NS1,2-Dichloroethane 0.4< 0.158 < 0.082 < 0.082 < 0.082 < 0.167 < 0.082 < 0.082 < 0.19 < 0.0790 < 0.082 < 0.082 < 0.082 NS NS NS NS1,2-Dichloropropane 0.6< 0.188 < 0.098 < 0.098 < 0.098 < 0.163 < 0.098 < 0.098 < 0.11 < 0.0940 < 0.098 < 0.098 < 0.098 NS NS NS NS1,3,5-Trimethylbenzene 400< 0.148 < 0.10 < 0.10 < 0.10 < 0.113 < 0.10 < 0.10 < 0.10 9.12 0.76 J 3.5 1.0 NS NS NS NS1,3-Dichlorobenzene 200< 0.162 < 0.092 < 0.092 < 0.092 < 0.103 < 0.092 < 0.092 < 0.079 < 0.0810 < 0.092 < 0.092 < 0.092 NS NS NS NS1,3-Dichloropropane NES< 0.254 < 0.15 < 0.15 < 0.15 < 0.189 < 0.15 < 0.15 < 0.099 < 0.127 < 0.15 < 0.15 < 0.15 NS NS NS NS1,4-Dichlorobenzene 6< 0.158 < 0.10 < 0.10 < 0.10 < 0.130 < 0.10 < 0.10 < 0.046 < 0.0790 < 0.10 < 0.10 < 0.10 NS NS NS NS2,2-Dichloropropane NES< 0.118 < 0.12 < 0.12 < 0.12 < 0.393 < 0.12 < 0.12 < 0.072 < 0.0590 < 0.12 < 0.12 < 0.12 NS NS NS NS2-Chlorotoluene 100< 0.198 < 0.10 < 0.10 < 0.10 < 0.113 < 0.10 < 0.10 < 0.070 < 0.0990 < 0.10 < 0.10 < 0.10 NS NS NS NS4-Chlorotoluene NES< 0.160 < 0.10 < 0.10 < 0.10 < 0.125 < 0.10 < 0.10 < 0.074 < 0.0800 < 0.10 < 0.10 < 0.10 NS NS NS NS4-Isopropyltoluene NES< 0.0960 < 0.066 < 0.066 < 0.066 < 0.0769 < 0.066 < 0.066 < 0.12 0.960 < 0.066 < 0.066 < 0.066 NS NS NS NSAcetone 6000NA NA NA NA NA NA NA 6.8 J NA NA NA NA NS NS NS NSBenzene 123.1 10< 0.0503.0 12.6 8.1 5.6< 0.079 0.370 J < 0.050 < 0.050 < 0.050 NS NS NS NSBromobenzene NES< 0.112 < 0.13 < 0.13 < 0.13 < 0.110 < 0.13 < 0.13 < 0.044 < 0.0560 < 0.13 < 0.13 < 0.13 NS NS NS NSBromochloromethane NES< 0.202 < 0.11 < 0.11 < 0.11 < 0.211 < 0.11 < 0.11 < 0.22 < 0.101 < 0.11 < 0.11 < 0.11 NS NS NS NSBromodichloromethane 0.6< 0.152 < 0.10 < 0.10 < 0.10 < 0.110 < 0.10 < 0.10 < 0.088 < 0.0760 < 0.10 < 0.10 < 0.10 NS NS NS NSBromoform 4< 0.240 < 0.20 < 0.20 < 0.20 < 0.0974 < 0.20 < 0.20 < 0.21 < 0.120 < 0.20 < 0.20 < 0.20 NS NS NS NSBromomethane NES< 0.266 < 0.28 < 0.28 < 0.28 < 0.237 < 0.28 < 0.28 < 0.94 < 0.133 < 0.28 < 0.28 < 0.28 NS NS NS NSCarbon tetrachloride 0.3< 0.174 < 0.082 < 0.082 < 0.082 < 0.101 < 0.082 < 0.082 < 0.10 < 0.0870 < 0.082 < 0.082 < 0.082 NS NS NS NSChlorobenzene 50< 0.164 < 0.069 < 0.069 < 0.069 < 0.116 < 0.069 < 0.069 < 0.12 < 0.0820 < 0.069 < 0.069 < 0.069 NS NS NS NSChloroethane 3000< 0.212 < 0.18 < 0.18 < 0.18 < 0.311 < 0.18 < 0.18 < 0.16 < 0.106 < 0.18 < 0.18 < 0.18 NS NS NS NSChloroform 70< 0.158 < 0.083 < 0.083 < 0.083 < 0.139 < 0.083 < 0.083 < 0.14 < 0.0790 < 0.083 < 0.083 < 0.083 NS NS NS NSChloromethane 3< 0.292 < 0.05 < 0.050 < 0.050 < 0.448 < 0.050 < 0.050 < 0.32 < 0.146 < 0.050 < 0.050 < 0.050 NS NS NS NScis-1,2-Dichloroethene 70< 0.130 < 0.075 < 0.075 < 0.075 < 0.136 < 0.075 < 0.075 < 0.15 < 0.0650 < 0.075 < 0.075 < 0.075 NS NS NS NScis-1,3-Dichloropropene 0.4< 0.152 < 0.073 < 0.073 < 0.073 < 0.0767 < 0.073 < 0.073 < 0.062 < 0.0760 < 0.073 < 0.073 < 0.073 NS NS NS NSDibromochloromethane 0.4< 0.180 < 0.067 < 0.067 < 0.067 < 0.134 < 0.067 < 0.067 < 0.054 < 0.0900 < 0.067 < 0.067 < 0.067 NS NS NS NSDibromomethane NES< 0.226 < 0.13 < 0.13 < 0.13 < 0.168 < 0.13 < 0.13 NA < 0.113 < 0.13 < 0.13 < 0.13 NS NS NS NSDichlorodifluoromethane 1000< 0.188 < 0.091 < 0.091 < 0.091 < 0.171 < 0.091 < 0.13 < 0.12 < 0.0940 < 0.091 < 0.091 < 0.091 NS NS NS NSEthylbenzene 600< 0.154 < 0.10 < 0.10 < 0.10 < 0.0877 < 0.10 < 0.091 < 0.092 15.2 2.7 8.8 1.2 NS NS NS NS7/23/2010C008550-017/23/2010C008550-02North Carolina 2L Groundwater Quality Standards1/8/2010G145-1311-1G145-1311-2C100891-011/8/20107/14/2011C108020-017/21/201515G1062-01MW-1NAC108020-02RE11/28/2011 4/2/2014C402601-01C100891-024/10/2012 3/1/20131/28/2011 3/1/20137/14/2011 7/21/2015E.J. Pope\XE122-Munchie Mart\2014\Report\TablePage 1 of 6
Table 3Groundwater Analytical Results (2010 - 2015)Former Munchie Mart #5New Bern Craven County, North CarolinaSample IDMW-3Date Collected4/10/2012 4/2/2014Lab Sample ID31201068001 C301985-01RE1NA NA NAVOCs by 6200B (ug/L)7/23/2010C008550-017/23/2010C008550-02North Carolina 2L Groundwater Quality Standards1/8/2010G145-1311-1G145-1311-2C100891-011/8/20107/14/2011C108020-017/21/201515G1062-01MW-1NAC108020-02RE11/28/2011 4/2/2014C402601-01C100891-024/10/2012 3/1/20131/28/2011 3/1/20137/14/2011 7/21/2015Hexachlorobutadiene 0.4< 0.456 < 0.15 < 0.15 < 0.15 < 0.0792 < 0.15 < 0.15 NA < 0.228 < 0.15 < 0.15 < 0.15 NS NS NS NSDiisopropyl ether (DIPE) 7012.0 11 10 13 11.6 9.4 4.5 4.4 1.00 0.42 J 0.78 J 0.47 J NS NS NS NSIsopropylbenzene 700.480 J 0.72 J 0.48 J < 0.13 0.750 0.70 J 0.53 J 0.99 6.11 2.5 6.8 2.0 NS NS NS NSm-,p-Xylene NES< 0.196 < 0.18 < 0.18 < 0.18 < 0.182 < 0.18 < 0.18 < 0.18 < 0.0980 < 0.18 < 0.18 < 0.18 NS NS NS NSMethyl-tert-butyl ether (MTBE) 2029.0 251925 24.618 9.6 5.9 7.30 4.1 5.9 3.8 NS NS NS NSMethylene chloride 5< 0.196 < 0.070 < 0.070 < 0.070 < 0.152 < 0.07 < 0.070 < 3.2 < 0.0980 < 0.070 < 0.070 < 0.070 NS NS NS NSn-Butylbenzene 70< 0.218 < 0.074 < 0.074 < 0.074 < 0.0769 < 0.074 < 0.074 < 0.054 < 0.109 4.8 10 2.9 NS NS NS NSn-Propyl benzene 70< 0.160 < 0.073 < 0.073 < 0.073 < 0.113 < 0.073 < 0.073 0.10 J 15.9 4.4 14 2.6 NS NS NS NSNaphthalene 6< 0.266 < 0.086 < 0.086 < 0.086 0.660 < 0.086 < 0.086 1.027.9 14 222.1 NS NS NS NSo-Xylene NES< 0.130 < 0.088 < 0.088 < 0.088 < 0.0874 < 0.088 < 0.088 < 0.11 < 0.0650 < 0.088 < 0.088 < 0.088 NS NS NS NSsec-Butylbenzene 70< 0.168 < 0.053 < 0.053 < 0.053 < 0.112 < 0.053 < 0.053 0.24 J 2.91 1.6 3.6 1.8 NS NS NS NSStyrene 70< 0.170 < 0.082 < 0.082 < 0.082 < 0.102 < 0.082 < 0.082 < 0.12 < 0.0850 < 0.082 < 0.082 < 0.082 NS NS NS NStert-Butylbenzene 70< 0.100 < 0.094 < 0.094 < 0.094 < 0.0855 < 0.094 < 0.094 < 0.096 < 0.0500 < 0.094 < 0.094 < 0.094 NS NS NS NSTetrachloroethene 0.7< 0.138 < 0.099 < 0.099 < 0.099 < 0.155 < 0.099 < 0.099 < 0.080 < 0.0690 < 0.099 < 0.099 < 0.099 NS NS NS NSToluene 600< 0.152 < 0.053 < 0.053 < 0.053 < 0.133 < 0.053 < 0.053 < 0.090 < 0.0760 < 0.053 < 0.053 < 0.053 NS NS NS NStrans-1,2-dichloroethene 100< 0.178 < 0.11 < 0.11 < 0.11 < 0.223 < 0.11 < 0.11 < 0.15 < 0.0890 < 0.11 < 0.11 < 0.11 NS NS NS NStrans-1,3-Dichloropropene 0.4< 0.152 < 0.080 < 0.080 < 0.080 < 0.0862 < 0.08 < 0.080 < 0.056 < 0.0760 < 0.080 < 0.080 < 0.080 NS NS NS NSTrichloroethene 3 < 0.108 < 0.13 < 0.13 < 0.13 < 0.125 < 0.13 < 0.13 < 0.077 < 0.0540 < 0.13 < 0.13 < 0.13 NS NS NS NSTrichlorofluoromethane 2000 < 0.222 < 0.15 < 0.15 < 0.15 < 0.137 < 0.15 < 0.15 < 0.15 < 0.111 < 0.15 < 0.15 < 0.15 NS NS NS NS2-Hexanone (MBK) 40 NA NA NA NA NA NA NA < 1.5 NA NA NA NA NS NS NS NSVinyl chloride 0.03 < 0.298 < 0.083 < 0.083 < 0.083 < 0.124 < 0.083 < 0.083 < 0.13 < 0.149 < 0.083 < 0.083 < 0.083 NS NS NS NSTotal Xylenes 500< 0.29 < 0.22 < 0.22 < 0.22 < 0.269 < 0.22 < 0.22 < 0.29 < 0.145 < 0.22 < 0.22 < 0.22 NS NS NS NSNotes:NES = No Established StandardNA = Not analyzedNS = Not sampled< X: Below Quantitation Limit of X indicates the analyte was detected. indicates the analyte detection exceeds the screening criteria.J: Estimated concentration, below calibration range but above the Method Detection Limit.BoldE.J. Pope\XE122-Munchie Mart\2014\Report\TablePage 2 of 6
Table 3Groundwater Analytical Results (2010 - 2015)Former Munchie Mart #5New Bern Craven County, North CarolinaSample IDDate CollectedLab Sample IDVOCs by 6200B (ug/L)1,1,1,2-Tetrachloroethane NES1,1,1-Trichloroethane 2001,1,2,2-Tetrachloroethane 0.21,1,2-Trichloroethane 0.21,1,2-Trichloro-1,2,2-trifluoroethane (CFC-1130.21,1-Dichloroethane 61,1-Dichloroethene 71,1-Dichloropropene NES1,2,3-Trichlorobenzene NES1,2,3-Trichloropropane 0.0051,2,4-Trichlorobenzene 701,2,4-Trimethylbenzene 4001,2-Dibromo-3-chloropropane 0.041,2-Dibromoethane (EDB) 0.021,2-Dichlorobenzene 201,2-Dichloroethane 0.41,2-Dichloropropane 0.61,3,5-Trimethylbenzene 4001,3-Dichlorobenzene 2001,3-Dichloropropane NES1,4-Dichlorobenzene 62,2-Dichloropropane NES2-Chlorotoluene 1004-Chlorotoluene NES4-Isopropyltoluene NESAcetone 6000Benzene 1Bromobenzene NESBromochloromethane NESBromodichloromethane 0.6Bromoform 4Bromomethane NESCarbon tetrachloride 0.3Chlorobenzene 50Chloroethane 3000Chloroform 70Chloromethane 3cis-1,2-Dichloroethene 70cis-1,3-Dichloropropene 0.4Dibromochloromethane 0.4Dibromomethane NESDichlorodifluoromethane 1000Ethylbenzene 600North Carolina 2L Groundwater Quality Standards3120106800231201068003 C301985-03RE1< 1.80 < 0.091 < 0.091 < 0.091 < 0.416 < 0.091 < 0.091 NA < 4.50 < 0.091 < 0.091 < 0.091 < 0.104 < 0.091 < 0.091 NS< 1.08 < 0.15 < 0.15 < 0.15 < 0.492 < 0.15 < 0.15 < 0.094 < 2.70 < 0.15 < 0.15 < 0.15 < 0.123 < 0.15 < 0.15 NS< 2.30 < 0.085 < 0.085 < 0.085 < 0.624 < 0.085 < 0.085 < 0.12 < 5.75 < 0.085 < 0.085 < 0.085 < 0.156 < 0.085 < 0.085 NS< 3.64 < 0.068 < 0.068 < 0.068 < 0.504 < 0.068 < 0.068 < 0.12 < 9.10 < 0.068 < 0.068 < 0.068 < 0.126 < 0.068 < 0.068 NSNA NA NA NA NA NA < 0.068 NA NA NA NA NA NA NA < 0.068 NS< 1.48 < 0.050 < 0.050 < 0.050 < 0.660 < 0.050 < 0.050 < 0.16 < 3.70 < 0.050 < 0.050 < 0.050 < 0.165 < 0.050 < 0.050 NS< 1.78 < 0.15 < 0.15 < 0.15 < 0.848 < 0.15 < 0.15 < 0.21 < 4.45 < 0.15 < 0.15 < 0.15 < 0.212 < 0.15 < 0.15 NS< 1.44 < 0.063 < 0.063 < 0.063 < 0.448 < 0.063 < 0.063 < 0.13 < 3.60 < 0.063 < 0.063 < 0.063 < 0.112 < 0.063 < 0.063 NS< 3.80 < 0.25 < 0.25 < 0.25 < 0.440 < 0.25 < 0.25 < 0.14 < 9.50 < 0.25 < 0.25 < 0.25 < 0.110 < 0.25 < 0.25 NS< 2.40 < 0.15 < 0.15 < 0.15 < 0.848 < 0.15 < 0.15 < 0.12 < 6.00 < 0.15 < 0.15 < 0.15 < 0.212 < 0.15 < 0.15 NS< 2.38 < 0.097 < 0.097 < 0.097 < 0.365 < 0.097 < 0.097 < 0.12 < 5.95 < 0.097 < 0.097 < 0.097 < 0.0913 < 0.097 < 0.097 NS< 1.30 < 0.067 < 0.067 < 0.067 < 0.384 < 0.067 < 0.067 < 0.18 < 3.25 < 0.067 < 0.067 < 0.067 < 0.0961 < 0.067 < 0.067 NS< 24.2 < 0.48 < 0.48 < 0.48 < 2.99 < 0.48 < 0.48 NA < 60.5 < 0.48 < 0.48 < 0.48 < 0.748 < 0.48 < 0.48 NS< 2.48 < 0.42 < 0.42 < 0.42 < 0.480 < 0.42 < 0.42 < 0.089 < 6.20 < 0.42 < 0.42 < 0.42 < 0.120 < 0.42 < 0.42 NS< 2.54 < 0.052 < 0.052 < 0.052 < 0.548 < 0.052 < 0.052 < 0.076 < 6.35 < 0.052 < 0.052 < 0.052 < 0.137 < 0.052 < 0.052 NS< 1.58 < 0.082 < 0.082 < 0.082 < 0.668 < 0.082 < 0.082 < 0.19 < 3.95 < 0.082 < 0.082 < 0.082 < 0.167 < 0.082 < 0.082 NS< 1.88 < 0.098 < 0.098 < 0.098 < 0.652 < 0.098 < 0.098 < 0.11 < 4.70 < 0.098 < 0.098 < 0.098 < 0.163 < 0.098 < 0.098 NS< 1.48 < 0.10 < 0.10 < 0.10 < 0.452 < 0.10 < 0.10 < 0.1 < 3.70 < 0.10 < 0.10 < 0.10 < 0.113 < 0.10 < 0.10 NS< 1.62 < 0.092 < 0.092 < 0.092 < 0.412 < 0.092 < 0.092 < 0.079 < 4.05 < 0.092 < 0.092 < 0.092 < 0.103 < 0.092 < 0.092 NS< 2.54 < 0.15 < 0.15 < 0.15 < 0.756 < 0.15 < 0.15 < 0.099 < 6.35 < 0.15 < 0.15 < 0.15 < 0.189 < 0.15 < 0.15 NS< 1.58 < 0.10 < 0.10 < 0.10 < 0.520 < 0.10 < 0.10 < 0.046 < 3.95 < 0.10 < 0.10 < 0.10 < 0.130 < 0.10 < 0.10 NS< 1.18 < 0.12 < 0.12 < 0.12 < 1.57 < 0.12 < 0.12 < 0.072 < 2.95 < 0.12 < 0.12 < 0.12 < 0.393 < 0.12 < 0.12 NS< 1.98 < 0.10 < 0.10 < 0.10 < 0.452 < 0.10 < 0.10 < 0.070 < 4.95 < 0.10 < 0.10 < 0.10 < 0.113 < 0.10 < 0.10 NS< 1.60 < 0.10 < 0.10 < 0.10 < 0.500 < 0.10 < 0.10 < 0.074 < 4.00 < 0.10 < 0.10 < 0.10 < 0.125 < 0.10 < 0.10 NS< 0.960 < 0.066 < 0.066 < 0.066 < 0.308 < 0.066 < 0.066 < 0.12 < 2.40 < 0.066 < 0.066 < 0.066 < 0.0769 < 0.066 < 0.066 NSNA NA NA NA NA NA N 22 J NA NA NA NA NA NA N NS< 1.30 < 0.050 < 0.050 < 0.050 < 0.452 < 0.050 < 0.050 < 0.079 < 3.25 < 0.050 < 0.050 < 0.050 < 0.113 < 0.050 < 0.050 NS< 1.12 < 0.13 < 0.13 < 0.13 < 0.440 < 0.13 < 0.13 < 0.044 < 2.80 < 0.13 < 0.13 < 0.13 < 0.110 < 0.13 < 0.13 NS< 2.02 < 0.11 < 0.11 < 0.11 < 0.844 < 0.11 < 0.11 < 0.22 < 5.05 < 0.11 < 0.11 < 0.11 < 0.211 < 0.11 < 0.11 NS< 1.52 < 0.10 < 0.10 < 0.10 < 0.440 < 0.10 < 0.10 < 0.088 < 3.80 < 0.10 < 0.10 < 0.10 < 0.110 < 0.10 < 0.10 NS< 2.40 < 0.20 < 0.20 < 0.20 < 0.390 < 0.20 < 0.20 < 0.21 < 6.00 < 0.20 < 0.20 < 0.20 < 0.0974 < 0.20 < 0.20 NS< 2.66 < 0.28 < 0.28 < 0.28 < 0.948 < 0.28 < 0.28 < 0.94 < 6.65 < 0.28 < 0.28 < 0.28 < 0.237 < 0.28 < 0.28 NS< 1.74 < 0.082 < 0.082 < 0.082 < 0.404 < 0.082 < 0.082 < 0.10 < 4.35 < 0.082 < 0.082 < 0.082 < 0.101 < 0.082 < 0.082 NS< 1.64 < 0.069 < 0.069 < 0.069 < 0.464 < 0.069 < 0.069 < 0.12 < 4.10 < 0.069 < 0.069 < 0.069 < 0.116 < 0.069 < 0.069 NS< 2.12 < 0.18 < 0.18 < 0.18 < 1.24 < 0.18 < 0.18 < 0.16 < 5.30 < 0.18 < 0.18 < 0.18 < 0.311 < 0.18 < 0.18 NS< 1.58 < 0.083 < 0.083 < 0.083 < 0.556 < 0.083 < 0.083 < 0.14 < 3.95 < 0.083 < 0.083 < 0.083 < 0.139 < 0.083 < 0.083 NS< 2.92 < 0.050 < 0.050 < 0.050 < 1.79 < 0.050 < 0.050 < 0.32 < 7.30 < 0.050 < 0.050 < 0.050 < 0.448 < 0.050 < 0.050 NS< 1.30 < 0.075 < 0.075 < 0.075 < 0.544 < 0.075 < 0.075 < 0.15 < 3.25 < 0.075 < 0.075 < 0.075 < 0.136 < 0.075 < 0.075 NS< 1.52 < 0.073 < 0.073 < 0.073 < 0.307 < 0.073 < 0.073 < 0.062 < 3.80 < 0.073 < 0.073 < 0.073 < 0.0767 < 0.073 < 0.073 NS< 1.80 < 0.067 < 0.067 < 0.067 < 0.536 < 0.067 < 0.067 < 0.054 < 4.50 < 0.067 < 0.067 < 0.067 < 0.134 < 0.067 < 0.067 NS< 2.26 < 0.13 < 0.13 < 0.13 < 0.672 < 0.13 < 0.13 NA < 5.65 < 0.13 < 0.13 < 0.13 < 0.168 < 0.13 < 0.13 NS< 1.88 < 0.091 < 0.091 < 0.091 < 0.684 < 0.091 < 0.091 < 0.12 < 4.70 < 0.091 < 0.091 < 0.091 < 0.171 < 0.091 < 0.091 NS< 1.54 < 0.10 < 0.10 < 0.10 < 0.351 < 0.10 < 0.10 0.13 J < 3.85 < 0.10 < 0.10 < 0.10 < 0.0877 < 0.10 1.2 NS7/23/20104/10/2012C108020-03C100891-03C402601-02C402601-031/28/2011 7/14/20117/14/2011 4/2/20144/10/20121/8/2010G145-1311-4 C008550-04 C100891-047/21/2015NAMW-73/1/2013C108020-044/2/2014MW-4G145-1311-5 C008550-03 C301985-02RE17/21/201515G1062-023/1/20131/28/20111/8/2010 7/23/2010E.J. Pope\XE122-Munchie Mart\2014\Report\TablePage 3 of 6
Table 3Groundwater Analytical Results (2010 - 2015)Former Munchie Mart #5New Bern Craven County, North CarolinaSample IDDate CollectedLab Sample IDVOCs by 6200B (ug/L)North Carolina 2L Groundwater Quality StandardsHexachlorobutadiene 0.4Diisopropyl ether (DIPE) 70Isopropylbenzene 70m-,p-Xylene NESMethyl-tert-butyl ether (MTBE) 20Methylene chloride 5n-Butylbenzene 70n-Propyl benzene 70Naphthalene 6o-Xylene NESsec-Butylbenzene 70Styrene 70tert-Butylbenzene 70Tetrachloroethene 0.7Toluene 600trans-1,2-dichloroethene 100trans-1,3-Dichloropropene 0.4Trichloroethene 3Trichlorofluoromethane 20002-Hexanone (MBK) 40Vinyl chloride 0.03Total Xylenes 500Notes:NES = No Established StandardNA = Not analyzedNS = Not sampled< X: Below Quantitation Limit of X indicates the analyte was detected. indicates the analyte detection exceeds the screening criteJ: Estimated concentration, below calibration range but above the Method Detection Limit.Bold3120106800231201068003 C301985-03RE17/23/20104/10/2012C108020-03C100891-03C402601-02C402601-031/28/2011 7/14/20117/14/2011 4/2/20144/10/20121/8/2010G145-1311-4 C008550-04 C100891-047/21/2015NAMW-73/1/2013C108020-044/2/2014MW-4G145-1311-5 C008550-03 C301985-02RE17/21/201515G1062-023/1/20131/28/20111/8/2010 7/23/2010< 4.56 < 0.15 < 0.15 < 0.15 < 0.317 < 0.15 < 0.15 NA < 11.4 < 0.15 < 0.15 < 0.15 < 0.0792 < 0.15 < 0.15 NS193 170 160 150 112 110 1106574.0687780 54.8 50 41 NS< 1.42 0.83 J 1.2 0.93 J 0.680 J 0.87 J 0.51 J 1.0 < 3.55 < 0.13 < 0.13 < 0.13 < 0.0869 < 0.13 < 0.13 NS< 1.96 < 0.18 < 0.18 < 0.18 < 0.728 < 0.070 < 0.18 < 0.18 < 4.90 < 0.18 < 0.18 < 0.18 < 0.182 0.55 J < 0.18 NS34.8 31 23 25 23.418 16 7.6 < 3.35 4.2 5.6 5.7 < 0.144 2.4 2.2 NS5.00 J < 0.070 < 0.070 < 0.070 < 0.608 < 0.070 < 0.070 < 3.2 < 4.90 < 0.070 < 0.070 < 0.070 < 0.152 < 0.070 < 0.070 NS< 2.18 2.5 5.3 2.7 < 0.308 < 0.074 < 0.074 0.17 J < 5.45 0.62 J < 0.074 < 0.074 < 0.0769 < 0.074 < 0.074 NS< 1.60 < 0.073 < 0.073 < 0.073 < 0.452 < 0.073 < 0.073 < 0.094 < 4.00 < 0.073 < 0.073 < 0.073 < 0.113 < 0.073 < 0.073 NS< 2.66 < 0.086 < 0.086 < 0.086 < 0.342 < 0.086 < 0.086 < 0.12 < 6.65 < 0.086 < 0.086 < 0.086 < 0.0855 < 0.086 < 0.086 NS< 1.30 < 0.088 < 0.088 < 0.088 < 0.350 < 0.088 < 0.088 < 0.11 < 3.25 < 0.088 < 0.088 < 0.088 < 0.0874 < 0.088 0.46 J NS< 1.68 < 0.053 0.42 J < 0.053 < 0.448 < 0.053 < 0.053 0.77 < 4.20 < 0.053 < 0.053 < 0.053 < 0.112 < 0.053 < 0.053 NS< 1.70 < 0.082 < 0.082 < 0.082 < 0.408 < 0.082 < 0.082 < 0.12 < 4.25 < 0.082 < 0.082 < 0.082 < 0.102 < 0.082 < 0.082 NS< 1.00 < 0.094 < 0.094 < 0.094 < 0.342 < 0.094 < 0.094 0.10 J < 2.50 < 0.094 < 0.094 < 0.094 < 0.0855 < 0.094 < 0.094 NS< 1.38 < 0.099 < 0.099 < 0.099 < 0.620 < 0.099 < 0.099 < 0.080 < 3.45 < 0.099 < 0.099 < 0.099 < 0.155 < 0.099 < 0.099 NS< 1.52 < 0.053 < 0.053 < 0.053 < 0.532 < 0.053 < 0.053 < 0.09 < 3.80 < 0.053 < 0.053 < 0.053 < 0.133 < 0.053 < 0.053 NS< 1.78 < 0.11 < 0.11 < 0.11 < 0.892 < 0.11 < 0.11 < 0.15 < 4.45 < 0.11 < 0.11 < 0.11 < 0.223 < 0.11 < 0.11 NS< 1.52 < 0.080 < 0.080 < 0.080 < 0.345 < 0.080 < 0.080 < 0.056 < 3.80 < 0.080 < 0.080 < 0.080 < 0.0862 < 0.080 < 0.080 NS< 1.08 < 0.13 < 0.13 < 0.13 < 0.500 < 0.13 < 0.13 < 0.077 < 2.70 < 0.13 < 0.13 < 0.13 < 0.125 < 0.13 < 0.13 NS< 2.22 < 0.15 < 0.15 < 0.15 < 0.548 < 0.15 < 0.15 < 0.15 < 5.55 < 0.15 < 0.15 < 0.15 < 0.137 < 0.15 < 0.15 NSNA NA NA NA NA NA < 0.068 3.9 NA NA NA NA NA NA < 0.068 NS< 2.98 < 0.083 < 0.083 < 0.083 < 0.496 < 0.083 < 0.083 < 0.13 < 7.45 < 0.083 < 0.083 < 0.083 < 0.124 < 0.083 < 0.083 NS< 2.9 < 0.22 < 0.22 < 0.22 < 1.08 < 0.22 < 0.22 < 0.29 < 7.25 < 0.22 < 0.22 < 0.22 < 0.269 0.55 J 0.46 J NSE.J. Pope\XE122-Munchie Mart\2014\Report\TablePage 4 of 6
Table 3Groundwater Analytical Results (2010 - 2015)Former Munchie Mart #5New Bern Craven County, North CarolinaSample IDDate CollectedLab Sample IDVOCs by 6200B (ug/L)1,1,1,2-Tetrachloroethane NES1,1,1-Trichloroethane 2001,1,2,2-Tetrachloroethane 0.21,1,2-Trichloroethane 0.21,1,2-Trichloro-1,2,2-trifluoroethane (CFC-1130.21,1-Dichloroethane 61,1-Dichloroethene 71,1-Dichloropropene NES1,2,3-Trichlorobenzene NES1,2,3-Trichloropropane 0.0051,2,4-Trichlorobenzene 701,2,4-Trimethylbenzene 4001,2-Dibromo-3-chloropropane 0.041,2-Dibromoethane (EDB) 0.021,2-Dichlorobenzene 201,2-Dichloroethane 0.41,2-Dichloropropane 0.61,3,5-Trimethylbenzene 4001,3-Dichlorobenzene 2001,3-Dichloropropane NES1,4-Dichlorobenzene 62,2-Dichloropropane NES2-Chlorotoluene 1004-Chlorotoluene NES4-Isopropyltoluene NESAcetone 6000Benzene 1Bromobenzene NESBromochloromethane NESBromodichloromethane 0.6Bromoform 4Bromomethane NESCarbon tetrachloride 0.3Chlorobenzene 50Chloroethane 3000Chloroform 70Chloromethane 3cis-1,2-Dichloroethene 70cis-1,3-Dichloropropene 0.4Dibromochloromethane 0.4Dibromomethane NESDichlorodifluoromethane 1000Ethylbenzene 600North Carolina 2L Groundwater Quality Standards4/10/2012 4/2/2014 7/21/2015NA NA NA NA< 0.0900 < 0.091 < 0.091 < 0.091 NS NS NS NS< 0.0540 < 0.15 < 0.15 < 0.15 NS NS NS NS< 0.115 < 0.085 < 0.085 < 0.085 NS NS NS NS< 0.182 < 0.068 < 0.068 < 0.068 NS NS NS NSNA NA NA NA NS NS NS NS< 0.0740 < 0.050 < 0.050 < 0.050 NS NS NS NS< 0.0890 < 0.15 < 0.15 < 0.15 NS NS NS NS< 0.0720 < 0.063 < 0.063 < 0.063 NS NS NS NS< 0.190 < 0.25 < 0.25 < 0.25 NS NS NS NS< 0.120 < 0.15 < 0.15 < 0.15 NS NS NS NS< 0.119 < 0.097 < 0.097 < 0.097 NS NS NS NS1.17 < 0.067 < 0.067 < 0.067 NS NS NS NS< 1.21 < 0.48 < 0.48 < 0.48 NS NS NS NS< 0.124 < 0.42 < 0.42 < 0.42 NS NS NS NS< 0.127 < 0.052 < 0.052 < 0.052 NS NS NS NS< 0.0790 < 0.082 < 0.082 < 0.082 NS NS NS NS< 0.0940 < 0.098 < 0.098 < 0.098 NS NS NS NS< 0.0740 < 0.10 < 0.10 < 0.10 NS NS NS NS< 0.0810 < 0.092 < 0.092 < 0.092 NS NS NS NS< 0.127 < 0.15 < 0.15 < 0.15 NS NS NS NS< 0.0790 < 0.10 < 0.10 < 0.10 NS NS NS NS< 0.0590 < 0.12 < 0.12 < 0.12 NS NS NS NS< 0.0990 < 0.10 < 0.10 < 0.10 NS NS NS NS< 0.0800 < 0.10 < 0.10 < 0.10 NS NS NS NS0.340 J < 0.066 < 0.066 < 0.066 NS NS NS NSNA NA NA NA NS NS NS NS6.45 2.7< 0.050 < 0.050 NS NS NS NS< 0.0560 < 0.13 < 0.13 < 0.13 NS NS NS NS< 0.101 < 0.11 < 0.11 < 0.11 NS NS NS NS< 0.0760 < 0.10 < 0.10 < 0.10 NS NS NS NS< 0.120 < 0.20 < 0.20 < 0.20 NS NS NS NS< 0.133 < 0.28 < 0.28 < 0.28 NS NS NS NS< 0.0870 < 0.082 < 0.082 < 0.082 NS NS NS NS< 0.0820 < 0.069 < 0.069 < 0.069 NS NS NS NS< 0.106 < 0.18 < 0.18 < 0.18 NS NS NS NS< 0.0790 < 0.083 < 0.083 < 0.083 NS NS NS NS< 0.146 < 0.050 < 0.050 < 0.050 NS NS NS NS< 0.0650 < 0.075 < 0.075 < 0.075 NS NS NS NS< 0.0760 < 0.073 < 0.073 < 0.073 NS NS NS NS< 0.0900 < 0.067 < 0.067 < 0.067 NS NS NS NS< 0.113 < 0.13 < 0.13 < 0.13 NS NS NS NS< 0.0940 < 0.091 < 0.091 < 0.091 NS NS NS NS4.28 < 0.10 < 0.10 < 0.10 NS NS NS NS7/14/2011C108020-067/23/20101/8/2010MW-8G145-1311-31/28/2011C100891-05C008550-053/1/2013E.J. Pope\XE122-Munchie Mart\2014\Report\TablePage 5 of 6
Table 3Groundwater Analytical Results (2010 - 2015)Former Munchie Mart #5New Bern Craven County, North CarolinaSample IDDate CollectedLab Sample IDVOCs by 6200B (ug/L)North Carolina 2L Groundwater Quality StandardsHexachlorobutadiene 0.4Diisopropyl ether (DIPE) 70Isopropylbenzene 70m-,p-Xylene NESMethyl-tert-butyl ether (MTBE) 20Methylene chloride 5n-Butylbenzene 70n-Propyl benzene 70Naphthalene 6o-Xylene NESsec-Butylbenzene 70Styrene 70tert-Butylbenzene 70Tetrachloroethene 0.7Toluene 600trans-1,2-dichloroethene 100trans-1,3-Dichloropropene 0.4Trichloroethene 3Trichlorofluoromethane 20002-Hexanone (MBK) 40Vinyl chloride 0.03Total Xylenes 500Notes:NES = No Established StandardNA = Not analyzedNS = Not sampled< X: Below Quantitation Limit of X indicates the analyte was detected. indicates the analyte detection exceeds the screening criteJ: Estimated concentration, below calibration range but above the Method Detection Limit.Bold4/10/2012 4/2/2014 7/21/2015NA NA NA NA7/14/2011C108020-067/23/20101/8/2010MW-8G145-1311-31/28/2011C100891-05C008550-053/1/2013< 0.228 < 0.15 < 0.15 < 0.15 NS NS NS NS11.8 14 1.0 6.1 NS NS NS NS0.750 0.75 J < 0.13 < 0.13 NS NS NS NS1.43 < 0.18 < 0.18 < 0.18 NS NS NS NS20.4 311.8 8.4 NS NS NS NS< 0.0980 < 0.070 < 0.070 < 0.070 NS NS NS NS4.72 10 < 0.074 < 0.074 NS NS NS NS0.490 J < 0.073 < 0.073 < 0.073 NS NS NS NS3.03 < 0.086 < 0.086 < 0.086 NS NS NS NS0.510 < 0.088 < 0.088 < 0.088 NS NS NS NS0.380 J 0.72 J < 0.053 < 0.053 NS NS NS NS< 0.0850 < 0.082 < 0.082 < 0.082 NS NS NS NS< 0.0500 < 0.094 < 0.094 < 0.094 NS NS NS NS< 0.0690 < 0.099 < 0.099 < 0.099 NS NS NS NS0.220 J < 0.053 < 0.053 < 0.053 NS NS NS NS< 0.0890 < 0.11 < 0.11 < 0.11 NS NS NS NS< 0.0760 < 0.080 < 0.080 < 0.080 NS NS NS NS< 0.0540 < 0.13 < 0.13 < 0.13 NS NS NS NS< 0.111 < 0.15 < 0.15 < 0.15 NS NS NS NSNA NA NA NA NS NS NS NS< 0.149 < 0.083 < 0.083 < 0.083 NS NS NS NS0.289 < 0.22 < 0.22 < 0.22 NS NS NS NSE.J. Pope\XE122-Munchie Mart\2014\Report\TablePage 6 of 6
Munchie Mart

FIGURES 

!SITE
SOURCE:- NC Dept. of Transportation LiDAR Data, 2007- United States Geological Survey 7.5' Quadrangle - New Bern, NC 1950 Photorevised 1983 Photoinspected 1988
PROJECT NO.: XE122DATE: 3/5/2013OFFICE LOCATION: Raleigh
E.J. POPE & SON, INC.FORMER MUNCHIE MART #5NEW BERN, CRAVEN COUNTY, NC
VICINITY MAP
USGS 7.5' NEW BERN, NC QUADRANGLE - 1950FIGURE 1
N
2,000 2,0000'
1:24,000
'
CRAVENCOUNTY
NORTH CAROLINAQUADRANGLE LOCATION
THURMAN ROAD SR #1116 (20' PAVEMENT)GRASS
S
R #1960 (20' PA
V
E
M
E
N
T)
CANOPY
GRASS
KEROSENE UST
GRASS
ASPHALT
ASPHALT
ASPHALT
CONCRETE PAD
AST CONTAINMENT AREA
3" BLOCK WALL
18" CONCRETEUNDERGROUNDCULVERT
WATERMETER
6' WOODFENCE
PL
CONCRETEPAD
TELEPHONE
SHOPPING CENTER
MARTFORMER MUNCHIE
x
x
x
x
x
x
x x
xxÒA
ÒA
ÒA
ÒA
ÒA
ÒA
§ÒA
ÒA
ÒA
ÒA
ÒA
ÒA
MW10
MW3
MW2
MW8
MW9
DW1
MW5
MW7
MW4
MW1
MW6
MW11
E.J. POPE & SON, INC.FORMER MUNCHIE MART #5NEW BERN, CRAVEN COUNTY, NC
SITE MAP
DM
EMC
LR
4/4/2013
XE122 Fig 2 - Site Map.mxd
XE122
RALEIGH
1 " = 50 '
NO.DATE REVISION
50 0 50'
1 " = 50 '
N
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALE:
FILE NO.:
PROJECT NO.:
OFFICE LOC.:
'FIGURE #2
LEGEND
ÒA TYPE II MONITORING WELL
§ÒA TYPE III MONITORING WELL
ÒA TYPE II MONITORING WELL - SUSPECTED DESTROYED
APPROXIMATE PROPERTY LINE
DISPENSER
LIGHT POST
1 4/3/2013 - add two tanks to ast containment area, nw corner
SOURCE:- XE122PROP.dwg- Image capture from Craven County GIS, 12/02/97
PROJECT NO.: XE122DATE: 4/4/2013OFFICE LOCATION: Raleigh
E.J. POPE & SON, INC.FORMER MUNCHIE MART #5NEW BERN, CRAVEN COUNTY, NC
PROPERTY MAP
FIGURE 3
CRAVENCOUNTY
NORTH CAROLINAQUADRANGLE LOCATION
500 5000 '
1:6,000
'¢
x
x
x
x
x
x
x x
xx
THURMAN ROAD SR #1116 (20' PAVEM ENT)GRASS
S
R #1960 (20' PA
V
E
M
E
N
T)
CANOPY
GRASS
KEROSENE UST
GRASS
ASPHALT
ASPHALT
ASPHALT
CONCRETE PAD
AST CONTAINMENT AREA
3" BLOCK WALL
18" CONCRETEUNDERGROUNDCULVERT
WATERMETER
6' WOODFENCE
PL
CONCRETEPAD
TELEPHONE
SHOPPING CENTER
MARTFORMER MUNCHIE
ÒA
ÒA
ÒA
ÒA
ÒA
ÒA
§ÒA
ÒA
ÒA
ÒA
ÒA
ÒA
NM
NM
NM
NM
NM
NM
96.0
96.5
MW10
MW3
MW2
MW8
MW9
DW1
MW5
MW7
MW4
MW1
MW6
MW11
95.66
NM
96.10
97.72
97.0
97.5
E.J. POPE & SON, INC.FORMER MUNCHIE MART #5NEW BERN, CRAVEN COUNTY, NC
GROUNDWATER FLOW MAP(JULY 21, 2015)
DM
HMS
LR
10/6/2015
XE122 Fig 4 - GW Flow Map.mxd
XE122
RALEIGH
1 " = 50 '
NO.DATE REVISION
50 0 50'
1 " = 50 '
N
DESIGNED:
DRAWN:
CHECKED:
DATE:
SCALE:
FILE NO.:
PROJECT NO.:
OFFICE LOC.:
'FIGURE #4
LEGEND
ÒA TYPE II MONITORING WELL
ÒA TYPE II MONITORING WELL - SUSPECTED DESTROYED
APPROXIMATE PROPERTY LINE
DISPENSER
LIGHT POST
GROUNDWATER CONTOUR
!GROUNDWATER FLOW DIRECTION
1 4/3/2013 - add two tanks to ast containment area, nw corner
§ÒA TYPE III MONITORING WELL
NOT MEASUREDNM
Munchie Mart

APPENDIX A
LABORATORY REPORT
Munchie Mart

APPENDIX B
HISTORICAL GROUNDWATER
ANALYTICAL RESULTS