WI-1632_19300_CA_MRP_20230130

CES of NC PLLC
5104 Reagan Drive, Suite 7 Charlotte, NC 28206 540.343.6256 [office]
540.343.6259 [facsimile]

January 30, 2023 Mr. Mike Haseltine
NCDEQ / DWM / UST Section Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, North Carolina RE: GROUNDWATER MONITORING REPORT GPM 3059 (FORMER SCOTCHMAN #3059) 115 US HIGHWAY 117 SOUTH BURGAW, PENDER COUNTY, NORTH CAROLINA INCIDENT NO.: 19300 Dear Mr. Haseltine:
On behalf of GPM Southeast, LLC (GPM), CES of NC, PLLC is submitting the enclosed Groundwater Monitoring Report for the above referenced site. If you have any questions, please contact me at [phone]. Sincerely, CES of NC, PLLC Daniel Fisher, PMP Operations Manager enclosure CC: Mr. Rolfe Lann, GPM Southeast, LLC

GROUNDWATER MONITORING REPORT GPM 3059 (FORMER SCOTCHMAN #59) BURGAW, NORTH CAROLINA INCIDENT #19300
GPM 3059 (Former Scotchman #3059)

GROUNDWATER MONITORING REPORT
OCTOBER 2022

GPM 3059 (FORMER SCOTCHMAN #59) 115 US HIGHWAY 117 SOUTH BURGAW, PENDER COUNTY, NORTH CAROLINA FACILITY ID: 0-029645 UST INCIDENT NO.: 19300
CES PROJECT NUMBER: 9.1069
DATE OF REPORT: January 30, 2023 PREPARED BY:
CES OF NC, PLLC 1701 Shenandoah Avenue, NW Roanoke, VA 24017
Phone: [phone]; Fax: [phone] PREPARED FOR: GPM SOUTHEAST, LLC
Mr. Rolfe Lann Vice President of Environmental 8565 Magellan Parkway, Suite 400 Richmond, Virginia 23227 North Carolina Department of Environmental Quality Mr. Mike Haseltine Division of Waste Management – Underground Storage Tank Section Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, North Carolina
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Groundwater Monitoring Report
SITE INFORMATION
Date of Report: January 30, 2023 Site Identification Site Name: GPM 3059 (Former Scotchman #59) Address: 115 US Highway 117 South Burgaw, Pender County, North Carolina 28425 Facility I.D.: 00-0-0000019645 UST Incident Number(s): 19300 Risk Rank: Intermediate (I160D) UST Number: WI-1632 Latitude: 34.55315° Longitude: -77.913849° Source: Google Earth Description of Geographical Data Point: Former Dispenser Canopy Site Contact Information UST Owner: GPM Southeast, LLC UST Operator: GPM Southeast, LLC
Address: 8565 Magellan Pkwy, Ste 400 8565 Magellan Pkwy, Ste 400 Richmond, VA 23227 Richmond, VA 23227 Telephone: [phone] [phone]
Email: [e-mail] [e-mail] Property Property Owner: Coastal Carolina Carwash, LLC Occupant: Tobacco Shop / Car Wash Address: 1202 N. Lake Park Blvd 115 / 109 US Hwy 117 Carolina Beach, NC 28428 Burgaw, NC 28425 Telephone: Not Available 910-300-6100 / 910-458-9868 Email: Not Available Not Available Consultant: CES of NC, PLLC State Certification No. C-550 Address: 1701 Shenandoah Avenue, NW Roanoke, VA 24017 Telephone: [phone] Email: [e-mail]
Laboratory: Eurofins Environmental Testing State Certification No. 314 Address: 5102 LaRoche Avenue
Savannah, GA 31404 Telephone: [phone] Email: [e-mail] Release Information Date Discovered: March 11, 1998 (Incident No. 19300) Estimated Quantity of Release: Undetermined Cause of Release: UST system Source of Release: UST system - gasoline UST Information: See Table 1
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EXECUTIVE SUMMARY
As required, the following executive summary provides the most pertinent information for this assessment.
For additional information please refer to subsequent sections of this report.
• CES of NC, PLLC (CES) was retained by GPM Southeast, LLC (GPM) to complete additional monitoring at the site during the second half of 2022. The activities were in response to correspondence dated November 22, 2022, issued by the North Carolina Department of Environmental Quality
(NCDEQ). The services were provided in general accordance with the NCDEQ UST Section “Assessment Guidelines” and “Corrective Action Guidelines”.
• Multiple releases have been reported at the site from former underground storage tank (UST) systems between 1998 and 2002. Free product has historically been reported at the site and recovered via passive
skimming, hand bailing, sorbent socks, and aggressive fluid vapor recovery (AFVR). The site monitoring wells are currently on a semi-annual sampling schedule.
• CES personnel visited the site on August 9, 2022, for sock replacement, and then on October 19, 2022, for completion of semi-annual groundwater sampling events. Analytical results indicated exceedances
to groundwater quality standards and an exceedance of the gross contaminant level (GCL) for tert-butyl alcohol (TBA). The extent of groundwater contamination appeared to be defined.
• Free product was not encountered at the site in August or October of 2022.
• Shallow groundwater flow direction is generally interpreted to toward the north and east towards a low in the general area of MW-11 and MW-21.
• The current estimated mass of benzene, toluene, ethylbenzene, and xylenes (BTEX) in groundwater was calculated to be approximately 7.7 lbs.
• In conclusion, the presence of free product and occasional exceedance of GCLs for groundwater contributes to the site’s risk ranking. The occurrence of free product appears to be related to periods of above average groundwater elevation, suggesting a secondary source in smear zone soil.

• CES recommends continued semi-annual groundwater monitoring with supplemental free product
recovery performed as needed.
• Once measurable free product is no longer present and groundwater contamination has been demonstrated to have been remediated to below GCLs, the site risk ranking should be re-classified, and the incident considered for restrictive closure.

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TABLE OF CONTENTS
Site Information ............................................................................................................................................. i
Executive Summary ...................................................................................................................................... ii List of Exhibits ............................................................................................................................................. iii List of Figures .............................................................................................................................................. iii
List of Tables ............................................................................................................................................... iv List of Appendices ....................................................................................................................................... iv 1.0 Introduction ...................................................................................................................................... 1 2.0 Site History and Characterization .................................................................................................... 1 2.1 Site Location And Current Facility Status .................................................................................... 1 2.2 Site History ................................................................................................................................... 1 2.3 Off-Site Incident 3447 .................................................................................................................. 4 3.0 Potential Receptor Information ........................................................................................................ 4 3.1 Water Supply Wells ...................................................................................................................... 5 3.2 Public Water Supplies ................................................................................................................... 5 3.3 Surface Water ................................................................................................................................ 5 3.4 Wellhead Protection Area ............................................................................................................. 5 3.5 Surrounding Land Use .................................................................................................................. 5 3.6 Subsurface Structures .................................................................................................................... 5
3.7 Deep Aquifers and Regional Geology/Hydrology ........................................................................ 5 4.0 Recent Activities .............................................................................................................................. 6 4.1 Monitoring Well Gauging ............................................................................................................. 6
4.2 Groundwater Sampling ................................................................................................................. 6 4.3 Groundwater Occurrence and Flow Direction .............................................................................. 7 4.4 Laboratory Analytical Results ...................................................................................................... 7 4.5 Free Product Recovery .................................................................................................................. 7 4.6 Estimated Extent of Contamination .............................................................................................. 8 4.7 Evaluation of Contaminant Mass .................................................................................................. 9 5.0 Conclusions and Recommendations .............................................................................................. 10 5.1 Conclusions ................................................................................................................................. 10 5.2 Recommendations ....................................................................................................................... 10 6.0 Statements and Certification .......................................................................................................... 11 7.0 Remarks ......................................................................................................................................... 12 8.0 References ...................................................................................................................................... 12 LIST OF EXHIBITS
Exhibit 1 – Maximum Detected Concentrations for Soil Compared to Cleanup Goals ............................... 8 Exhibit 2 – Summary of Maximum Groundwater Contaminant Concentration ........................................... 9
LIST OF FIGURES
Figure 1 Site Location Map Figure 2 Site Map
Figure 3 Extent of Impacted Soils above STW MSCCs Figure 4A Potentiometric Map (August 2022) Figure 4B Potentiometric Map (October 2022)
Figure 5 Groundwater Analytical Results Map (October 2022) Figure 6A Estimated Horizontal Extent of Benzene Above 2L Standards Figure 6B Estimated Horizontal Extent of Ethylbenzene Above 2L Standards
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Figure 6C Estimated Horizontal Extent of Xylenes Above 2L Standards
Figure 6D Estimated Horizontal Extent of MTBE Above 2L Standards Figure 6E Estimated Horizontal Extent of Naphthalene Above 2L Standards Figure 7A Cross Section Location Map
Figure 7B Cross Sections A & B LIST OF TABLES
Table 1 UST System and Other Release Information Table 2 UST Owner/Operator and Other Responsible Party Information Table 3 Summary of Well Construction Data Table 4 Summary of Recent Groundwater Elevation Data Table 5 Summary of Recent Groundwater Analytical Data Table 6 Summary of Free Product Recovery Results Table 7 Groundwater Contaminant Mass Calculations LIST OF APPENDICES
Appendix A Historical Documentation Appendix B Groundwater Sampling Logs Appendix C Laboratory Reports and Chain of Custody Documentation Appendix D Trend Graphs

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1.0 INTRODUCTION
CES of NC, PLLC (CES) has prepared this report for GPM Southeast, LLC (GPM) and the North
Carolina Department of Environmental Quality (NCDEQ) to document environmental monitoring activities performed at the subject facility during the second half of 2022 (monitoring period). In correspondence dated November 22, 2022, the NCDEQ generally agreed with recommendations for
continued semi-annual groundwater monitoring and free product recovery, as needed, as presented in the April 2022 Groundwater Monitoring Report. GPM retained CES for environmental consulting services and the activities were provided in general accordance with the NCDEQ UST Section “Assessment Guidelines” and “Corrective Action Guidelines”. 2.0 SITE HISTORY AND CHARACTERIZATION
The subject facility reportedly operated a UST system(s) from at least 1971 through 2002. Historical UST system information and owner/operator information are provided in Table 1 and Table 2, respectively. As required, the following provides information relevant to site history and characterization. 2.1 SITE LOCATION AND CURRENT FACILITY STATUS The GPM No. 3059 facility (Former Scotchman #59), herein referred to as the site, is located at 115 US Highway 117 South in Burgaw, Pender County, North Carolina. Figure 1 is a topographic vicinity map of the surrounding area and Figure 2 is a site map depicting pertinent structures. The property is owned by Coastal Carolina Carwash, LLC and is currently occupied by a commercial store and a self-service car
wash. No UST systems are currently in use at the site. Twenty-five (25) active monitoring wells are currently associated with the site as listed in Table 3. 2.2 SITE HISTORY Historically, multiple release reports have been submitted to the NCDEQ. The first release was reported by in February of 1998 due to the presence of free product at the site. The second and third releases were
reported during UST closure activities in May of 2001 and March of 2002, respectively. A summary of site history is provided below, detailed site history has reportedly been provided to the NCDEQ in previous submittals. Soil samples do not appear to have been collected at the site since Comprehensive Site Assessment (CSA) activities in 1999 (risk-based) and UST closure activities in 2001 and 2002 (total petroleum hydrocarbons) which were below industrial/commercial cleanup levels. Relevant historical documentation is included in Appendix A. A map depicting the extent of impacted soils above soil to water
maximum soil contaminant concentrations (MSCCs) is included as Figure 3. On November 15, 1989, the North Carolina Department of Environment, Health, and Natural Resources (predecessor to the NCDEQ) issued a letter to Worsley Companies, Inc. (WCI), also formerly known as Worsley Operating Corporation, requesting actions to address free-floating petroleum product observed in a manhole between the site and adjacent gas station to the south of the site, noting that the source of the contamination had not yet been determined. On December 14, 1989, WCI submitted documentation to the NCDEQ including results of five (5) soil samples collected near the southern perimeter of the site indicating
that only one (1) of the five (5) samples was above laboratory reporting limits (RLs) at a concentration of 18 parts per million (ppm) total petroleum hydrocarbons (TPH). WCI concluded that the contamination in the manhole did not migrate from the site, the detection in the soil sample was not significant based on the
years of operation of the site as a gas station and suggested that the source of contamination was the adjacent gas station to the south. A release incident does not appear to have been generated from this assessment. WCI was notified by the NCDEQ of a suspected release resulting from failed UST tightness tests performed on November 25, 1996, and August 29, 1997. The validity of the failed tightness tests was refuted by WCI between December 19, 1997, and January 6, 1998, but ultimately the NCDEQ requested WCI to perform
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activities to prevent any further releases and initiate environmental assessment activities. A Subsurface
Petroleum Detection Summary Report was submitted by Clark Environmental Services, P.C. (Clark) in May of 1998, which documented installation of monitoring well MW-1, soil contamination, and the presence of free product in the subsurface and a storm water drainage ditch along the northern side of the
property. A Limited Site Assessment Report (LSA) by Clark dated September 8, 1998, documented installation and sampling of monitoring wells MW-2 through MW-7 and T-1. Free product was detected in monitoring well MW-1 and groundwater quality standards were exceeded in all sampled monitoring wells. The report recommended application of aggressive fluid vapor recovery (AFVR). After multiple Notice of Violation (NOV) letters were issued to WCI by the NCDEQ, a CSA Report dated September 30, 1999 by Clark documented advancement of four (4) soil borings (SB-1 through SB-4), installation of monitoring wells MW-8 through MW-17 (although no construction records have been located for MW-16 and MW-17), and installation of ten (10) temporary monitoring wells (TW-1 through
TW-9 and TW-7A) along the western perimeter of the site to assess impacts near a subsurface preferential pathway. Results of soil samples indicated a significant extent of soil contamination across the site. Free product was detected in five (5) monitoring wells and the groundwater contaminant plume encompassed
most of the site property boundaries. Additionally, recovery of approximately 29-gallons of free product and 902-gallons of groundwater by AFVR was reported. Development of a Corrective Action Plan (CAP) and product recovery via AFVR and installation of an interceptor trench was recommended. The site was
ranked “Intermediate” risk by the NCDEQ. As requested by the NCDEQ, a CSA Addendum and Free Product Recovery Report was submitted by Delta on May 31, 2000, which contained a professionally surveyed site map, current depth to water measurements, an updated receptor survey, and documentation of an AFVR performed on May 2, 2000, that recovered approximately 41 gallons of free product. The report recommended application of additional AFVR. Additional assessment activities were documented in a Free Product Recovery Report dated May 3, 2001, by Delta. The activities included advancement of ten (10) soil borings (SB-1 through SB-10), installation of four (4) recovery wells (RW-1 through RW-4), and four (4) additional AFVR events conducted on June
28, 2000, December 27, 2000, February 2, 2001, and March 30, 2001. The AFVRs reportedly recovered approximately 391-gallons of free product, but soils remained impacted above regulatory limits primarily around monitoring well MW-17. Five (5) USTs consisting of one (1) 4,000-gallon gasoline, two (2) 2,000-gallon gasoline, one (1) 2,000-gallon kerosene, and one (1) 550-gallon of unknown contents (ID Numbers 1, 4, 5, 7, and 10) were removed
from the central portion of the site, north of the dispenser canopy, on May 10, 2001, as documented in the UST Closure Report dated August 29, 2001, by Delta. All of these USTs were reported to contain rusting, pitting, and small holes. Approximately 60 cubic yards of soil were excavated and transported off-site for disposal. The report concluded that although soil contamination was detected above regulatory limits, additional assessment did not appear warranted due to a completed CSA for the site and the status of corrective action. A Phase II LSA Report dated February 28, 2002, by Delta documented installation and sampling of monitoring well DW-1 to assess the vertical extent of groundwater contamination at the site and an updated receptor survey, which revealed the presence of one potable well located approximately 750-feet south of the site (subsequent reports do not substantiate this). The report also indicated that a product recovery trench
had been installed at the site on February 20, 2002, but not utilized due to lack of product observed in the
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trench. The report concluded that active remediation should continue pointing to the success of five (5)
AFVRs performed to date. The vertical extent of groundwater contamination was considered to be defined and the site was re-ranked to “High” risk.
Five (5) additional USTs consisting of one (1) 4,000-gallon gasoline, one (1) 3,000-gallon gasoline, one (1) 3,000-gallon of unknown contents, and two (2) 1,050-gallon of unknown contents (ID numbers 2, 3, 6, 8, and 9) were removed from the vicinity of the middle of the southern property line of the site, south of the dispenser canopy, between March 26 and 27, 2002 as documented in the UST Closure Report dated April 26, 2002 by Delta. The report indicated free product was encountered on excavation waters. During excavation activities, two (2) unknown USTs were inadvertently punctured and released additional product/water mixture into the excavation which was subsequently removed. Approximately 100 cubic yards of soil were excavated and transported off-site for disposal. The report concluded that soil contamination was also detected and recommended development of a CAP along with continued free product recovery efforts.
A Corrective Action Plan was requested by the NCDEQ on June 20, 2002 and submitted by Delta on October 31, 2002. The CAP report documented installation of recovery wells RW-5, RW-6, and RW-7. The CAP recommended mitigation of free product via continued use of AFVR followed by soil vapor
extraction and air sparging to remediate soil and groundwater at the site. Natural attenuation was recommended for clean-up of off-site impacted groundwater. At this time a car wash and convenience store (no petroleum retail) were active on the site.
Monitoring wells MW-1, MW-2, MW-5, MW-6, MW-14, MW-15, RW-1, RW-2, RW-4, and RW-5 were destroyed during various phases of work at the site. Monitoring wells MW-2R, MW-5R, MW-6R, MW-14R, and MW-18 were installed by Delta on October 9, 2003, and a groundwater monitoring event was performed on October 15, 2003, as documented in the Monitoring Report dated November 26, 2003. An additional groundwater monitoring event was performed by Delta in March of 2004 as documented in a
Second Pre-Corrective Action Plan Monitoring Report dated May 25, 2004. Environmental Services & Solutions, PLLC (ESS) was retained by WCI to perform free product recovery efforts from September 2005 to April 2013 as documented in the Site Status Update Letter Report dated March 12, 2013, by ESS. A comprehensive groundwater monitoring event and updated receptor survey was
performed by ESS on November 22, 2013, as provided in a Groundwater Monitoring Report dated January 2, 2014, by ESS. Results of product recovery efforts from 2014 through 2015 were provided in a Free Product Recovery Report dated June 29, 2015, by Antea USA of North Carolina, Inc. (Antea). Additionally, nine (9) temporary monitoring wells (T-1 through T-9) were installed at the site in December 2014 to assist with
placement of three (3) permanent monitoring wells (MW-19, MW-20 and MW-21) designed to intercept free product. The report indicated 0.61-gallons of free product had been recovered during the reporting period and recommended evaluation of passive skimmers to recover free product. At the request of the NCDEQ, a comprehensive groundwater monitoring event was performed by Antea USA of North Carolina, Inc. (Antea) in April of 2016 as documented in a Groundwater Monitoring Report dated September 19, 2016, by Antea which reported groundwater samples collected from monitoring wells MW-2R, MW-3, MW-5R, MW-6R, MW-11, MW-12, MW-16 through MW-21, RW-6, and RW-7 were above the groundwater quality standards. The report also indicated that manual free product recovery via hand bailing and sorbents was ongoing, and that approximately 1.27-gallons of free product had been recovered since December 19, 2014, although free product was not encountered during the sampling event.
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The report recommended completion of site assessment by additional delineation via installation of off-site
monitoring wells and product recovery via passive skimmers. As documented in the Groundwater Monitoring Report dated November 26, 2018, by CES, monitoring
well gauging was performed in June, July, and August of 2018 and a groundwater monitoring event was performed on August 7, 2018. Free product was detected during the reporting period ranging from 0.02-feet to 0.03-feet thickness in monitoring wells MW-17 and MW-5R. Although free product was detected, gross contamination levels (GCLs) were not exceeded in groundwater samples. The report recommended annual groundwater monitoring and continued free product recovery and indicated that efforts to obtain off-site access to date had not been successful. CES performed monitoring well gauging in January, May, and July of 2019 with semi-annual groundwater monitoring in July and November of 2019 as documented in Groundwater Monitoring Reports dated September 17, 2019, and February 10, 2020. Monitoring wells MW-8 and MW-9 appeared to have sustained damage to the well casing sometime between May and July of 2019 and were inaccessible for
sampling. Free product was only detected in October 2019 in monitoring wells MW-5R, MW-16, and MW-17 ranging in thickness from 0.01-feet to 0.03-feet. Concentrations exceeded the GCL in only monitoring well MW-17 for tert-butyl alcohol. Continued quarterly free product monitoring and semi-annual sampling
was requested in addition to off-site assessment. A Groundwater Monitoring Report dated July 31, 2020, by CES documented off-site monitoring well
installation, quarterly gauging and free product recovery via AFVR, and the results of a semi-annual groundwater monitoring event performed in June of 2020. The report concluded that monitoring wells MW-22 and MW-23 installed on June 14, 2020, had delineated the extent of groundwater contamination, two AFVR events performed in March and May of 2020 appeared to be effective at recovering residual free product at the site, and that groundwater contaminant concentrations remained above regulatory standards. Continued free product recovery and groundwater monitoring was recommended. Per the January 28, 2021, Groundwater Monitoring Report, additional AFVR events were conducted in September and November of 2020 followed by a groundwater monitoring event in December 2020, which indicated that groundwater contamination remained above regulatory standards. The report concluded that the occurrence of free product generally appeared to be related to periods of above-average groundwater
elevation. Surfactant-enhanced product recovery was recommended. A Groundwater Monitoring Report dated July 19, 2022, by CES indicated that groundwater contamination remained above regulatory standards and TBA exceeded the GCL in recovery well RW-3.
2.3 OFF-SITE INCIDENT 3447
South of the site across East Fremont Street is an active gas station (facility 00-0-0000026037) named Brown’s Minute Mart. A release affiliated with that site’s USTs was reported in 1987. The site was closed with a Notice of Residual Petroleum for groundwater on July 1, 2008. Groundwater at Brown’s Minute
Mart was last sampled on June 28, 2007 and at that time the previous well (RKA-MW-2) which is closest GPM’s Site 3059 MW-20 contained 3,390 microgram per liter (µg/L) of benzene. 3.0 POTENTIAL RECEPTOR INFORMATION
Receptor surveys have been performed at the site by various consultants since 1998. Most recently, receptor information was updated by ESS on December 12, 2013. The receptor survey update included a physical survey of all properties within 1,500-feet of the source areas, completion of water supply well information
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questionnaires, and review of publicly available information. As required, CES personnel have performed
windshield surveys during subsequent site visits to search for any changes to receptors near the site. 3.1 WATER SUPPLY WELLS
Although one (1) water supply well was historically reported to be present on parcel #J072-081-002 approximately 750-feet south of the site in 2002, the most recent receptor survey update did not reveal the presence of any water supply wells within 1,500 feet of the source areas. 3.2 PUBLIC WATER SUPPLIES Municipal water is provided by the Town of Burgaw Public Works Department to all developed properties within a 1,500 radius of the site. The source of water for the permitted supply system, PWS ID# 04-71-010, is groundwater from four (4) production wells ranging in depth from 310 to 458-feet below ground surface. The production wells appear to be set in the Peedee and Black Creek aquifers and are all located greater than 1,500 feet from the source areas. 3.3 SURFACE WATER As shown on Figure 1, the closest surface water body to the site is an intermittent drainage ditch/creek located approximately 100-feet northeast of the site, which drains eastward and discharges to Little Burgaw
Creek located approximately 1,600-feet east of the site and ultimately feeds into Burgaw Creek, a Class C;Sw surface water body. The storm water system proximal to the site typically consists of drainage ditches along nearby roadways. Although surface water impacts were historically reported in a ditch traversing the
northern side of the site, the ditch was replaced with a concrete pipe drainage system at some unknown time and no further impacts have been reported. 3.4 WELLHEAD PROTECTION AREA According to information provided by the NCDEQ, the site is not located within a Wellhead Protection Area, as defined in 42 USC 300h 7(e). However, the Town of Burgaw maintains Wellhead Protection Plan #9 associated with PWS ID# 04-71-010. A Well Protection Area is located approximately 1,200 feet west of the site. 3.5 SURROUNDING LAND USE The site is located within the Town of Burgaw limits. Land use in proximity to the US Highway 117 corridor is zoned Highway Business District (B-2). Properties to the west of the US Highway 117 corridor are generally zoned Residential District (R-12). Planning zones to the east of the US Highway 117 corridor consist of Residential District (R-20), Planned Unit Development District PUD-1 and Office and
Institutional (O&I). Adjacent properties consist of commercial use. 3.6 SUBSURFACE STRUCTURES
Subsurface structures include underground utilities in the rights-of-way of US Highway 117 and Freemont Street. These utilities include sanitary sewer, municipal water, communication, and poly vinyl chloride (PVC) drainage pipes. No basements or other habitable subsurface structures have been identified.
3.7 DEEP AQUIFERS AND REGIONAL GEOLOGY/HYDROLOGY The subject facility is located within the Atlantic Coastal Plain province. Overall, the Atlantic Coastal Plain slopes eastward at an average rate of less than three feet per mile. The coastal plain is basically flat in interstream areas but is broken by low escarpments adjacent to stream valleys. The topographic elevation of the site is approximately 44 feet above sea level. As part of the Atlantic Coastal Plain province, Pender County has three predominant potable water producing aquifer systems in the vicinity of the site. In descending order these include:
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• Surficial aquifer comprised of Pleistocene and Pliocene age sediments,
• Peedee confining unit and aquifer of Late Cretaceous age sediments, and,
• Black Creek confining unit and aquifer of Late Cretaceous age sediments.
Based on historical analytical results from deep wells installed on-site, only the uppermost portion of the surficial aquifer appears to be impacted. According to the NCDEQ Division of Water Resources Hydrogeologic Framework, the surficial aquifer is approximately 66-feet thick in the vicinity of the site. The Peedee confining unit lies beneath the surficial aquifer and is approximately 69-feet thick composed mostly of clay, silty clay, and sandy clay with less than 15 percent permeable material. The underlying Peedee aquifer is approximately 200-feet thick in the vicinity of the site and is composed of fine to medium grained sand interbedded with gray to black marine clay and silt. The sand beds are commonly gray or greenish gray and contain varying amounts of glauconite. Thin beds of consolidated calcareous sandstone and impure limestone are inter-layered with sand in some places. Additionally, shells are common throughout this formation. Reportedly, this aquifer contains approximately 67 percent of permeable
material, and the hydraulic conductivity is estimated to be 45-feet per day. The Black Creek confining unit lies below the Peedee aquifer and is approximately 48-feet thick in the
vicinity of the site composed of clay, silty clay, and sandy clay containing 12 percent of permeable material. The underlying Black Creek aquifer is approximately 202-feet thick in the vicinity of the site and consists of thinly laminated gray to black clay inter-layered with gray and tan sands. Reportedly, this aquifer has a
hydraulic conductivity of 35-feet per day and is composed of approximately 69 percent of permeable material. 4.0 RECENT ACTIVITIES
CES has performed free product recovery activities and a limited groundwater monitoring event at the site in general accordance with NCDEQ correspondence dated November 22, 2022. 4.1 MONITORING WELL GAUGING Equilibrated static depth to water/product measurements were obtained on August 9, 2022 and again on October 10, 2022 using an electronic oil/water interface probe from all available monitoring/recovery wells (MW-2R, MW-3, MW-5R, MW-6R, MW-10, MW-11, MW-12, MW-13, MW-14R, MW-16, MW-17, MW-18, MW-19, MW-20, MW-21, MW-22, MW-23, TW-1, DW-1, RW-3, RW-6, and RW-7) unless otherwise noted. Monitoring well MW-7 cannot be located and monitoring wells MW-8 and MW-9 appear to have collapsed or otherwise suffered damage to the well screen or were inaccessible. Table 4 provides a summary of recent groundwater gauging and elevation data.
4.2 GROUNDWATER SAMPLING On October 10, 2022, CES mobilized to the site to conduct a limited groundwater sampling event. Samples
were collected from monitoring/recovery wells MW-2R, MW-3, MW-5R, MW-6R, MW-12, MW-16, MW-17, MW-18, MW-19, MW-20, RW-3, RW-6, and RW-7. Monitoring well MW-7 was not sampled due to not being located.
Prior to sampling, the monitoring wells were purged of at least three (3) well volumes, or until dry, using new disposable bailers. After purging, the necessary volume of water, groundwater samples were slowly poured from the bailer into laboratory provided containers pre-filled with appropriate preservatives, labeled with indelible ink, entered on the chain-of-custody, and immediately placed on wet ice in a chilled cooler maintained at approximately 4°C. Clean, disposable nitrile gloves were used during all phases of sample
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handling. The samples were transported to Eurofins Environmental Testing located in Savannah, GA, a
North Carolina certified laboratory for chemical analysis. The samples were analyzed for volatile organic compounds (VOCs) by Standard Methods 6200B.
Purge volumes, sample times, and physical parameters recorded at the time of sampling are included on the groundwater sampling logs provided in Appendix B. 4.3 GROUNDWATER OCCURRENCE AND FLOW DIRECTION During the October sampling event, depth to groundwater measurements ranged from 1.95 (MW-12) to 5.02 (MW-14R) feet below top of casing in the shallow monitoring wells. Groundwater elevations were calculated based on monitoring well top-of-casing elevation data and ranged from 97.82-feet (MW-22) to 94.48-feet (MW-6R). A summary of groundwater gauging and elevation data from both events is presented in Table 4. Based on this data, shallow groundwater flow direction was interpreted to trend towards the north and east with a low in the area of monitoring wells MW-11 and MW-21 as illustrated on Figures 4A and 4B.
The hydraulic gradient (i) was derived based on the October potentiometric map. The gradient was calculated based on the change in head over the horizontal distance between monitoring wells. MW-16 was
utilized as the downgradient hottest well and MW-22 was utilized as the up-gradient location. Change in head (h): 97.82-feet (MW-22) to 95.35-feet (MW-16) = 2.47-feet
Horizontal distance (L): 216.08-feet i = h/L = (2.47-feet/216.08-feet) = 0.0114 4.4 LABORATORY ANALYTICAL RESULTS Groundwater analytical results were compared to the groundwater quality standards defined in Title 15A of the North Carolina Administrative Code, Subchapter 2L, Section .0202 (2L Standards) and the GCLs provided by the NCDEQ. The groundwater samples from monitoring/recovery wells MW-2R, MW-3, MW-6R, MW-12, MW-16, MW-17, MW-18, MW-19, MW-20, RW-3, RW-6, and RW-7 were reported to contain concentrations of dissolved petroleum contamination exceeding 2L Standards. The sample collected from recovery well RW-3 contained concentrations of TBA above the GCL of 10,000 µg/L. A tabulated summary of recent groundwater analytical results is presented in Table 5. A groundwater analytical results map is provided in Figure 5. Isoconcentration maps for benzene, ethylbenzene, xylenes, MTBE, and naphthalene are provided in Figure 6A through Figure 6E, respectively. The laboratory report and chain of custody documentation are provided in Appendix C.
4.5 FREE PRODUCT RECOVERY Measurable free product has been historically observed in monitoring/recovery wells MW-1, MW-2R,
MW-4, MW-5, MW-5R, MW-6, MW-7, MW-11, MW-16, MW-17, RW-2, and RW-3. More recent field activities have revealed the presence of free product in monitoring wells MW-2R, MW-5R, MW-16, MW-17, MW-19, and MW-21 which has been observed to be dark brown to black in color indicating a weathered
product. Hydrographs relating free product thickness and groundwater elevation vs time (since 2014) are included in Appendix D. Due to intermittent detections of free product in multiple wells at the site, a passive free product recovery method was employed. The product recovery method selected for the site was the Geotech Environmental Equipment, Inc. GeoSorb® selective product recovery system. The system consists of a stainless-steel mesh screen with ballast weight and sorbent sock. The ballast prevents vertical movement of the sock during fluctuations in groundwater elevation. The sock is constructed of polypropylene designed to sorb only product with minimal intake of water and is rated to hold approximately 0.18-gallons of product when
GROUNDWATER MONITORING REPORT GPM 3059 (FORMER SCOTCHMAN #59) BURGAW, NORTH CAROLINA INCIDENT #19300

GPM 3059 (FORMER SCOTCHMAN #3059): GROUNDWATER MONITORING REPORT 8
100% saturated. The sorbent sock is placed inside the screen ballast and suspended in the well such that the
sock is centered within the depth to water which allows for maximum sorbent efficiency during water table fluctuations.
During the August 2022 monitoring event, CES recovered the previously deployed socks and redeployed new GeoSorb® socks into monitoring wells MW-2R, MW-5R, MW-16, MW-17, and MW-21. Sorbent efficiency was estimated based on visual observation of percent saturation upon removal. An estimated 0.54-gallons of product was recovered by the sorbents during the monitoring period. Free product has historically been recovered by bailing, pumping, sorbents, and AFVR events. As of the date of this report, approximately 500-gallons of product has been recovered from the site since June of 1998. A summary of recent product thickness data is included in Table 4 and product recovery results are summarized in Table 6. Please refer to previous submittals for additional details. 4.6 ESTIMATED EXTENT OF CONTAMINATION Soil Soil sampling has not been performed at the site since UST Closure Activities in 2002. Based on historical soil analytical data, the extent of soil contamination above the maximum soil contaminant concentrations (MSCCs) is mostly confined to the site property and generally located on the southern side of the property in the area of the former UST basin and building totaling approximately 14,735 square feet. Maximum detected concentrations (MDCs) of COCs and the applicable cleanup goals for soil are summarized below in Exhibit 1. Exhibit 1 – Maximum Detected Concentrations for Soil Compared to Cleanup Goals
COC Sample Locations MDC (mg/kg) Soil Cleanup Goal (mg/kg) STW MSCC Ind/Comm MSCC Benzene SB-1 0.01 0.0072 59.4 Toluene MW-12 38 5.4 18,600 Ethylbenzene MW-12 23 8 297 Total Xylenes MW-12 135 6 46,700 MTBE All locations ND 0.085 1,810 Naphthalene MW-1 24 0.2 27 Isopropylbenzene SB-2 3.2 1.3 23,300 n-Propylbenzene MW-1 8.5 1.4 23,300 1,2,4-Trimethylbenzene MW-1 90 6.6 2,330 1,3,5-Trimethylbenzene MW-1 74 6.6 2,330 ND = Not detected Red = Above STW MSCC Free Product
Free Product was not detected in gauged site monitoring wells during the August 2022 gauging event or the October 2022 monitoring event. Historically, free product has been detected in monitoring/recovery wells MW-1, MW-2R, MW-4, MW-5, MW-5R, MW-6, MW-7, MW-11, MW-16, MW-17, RW-2, and RW-3. More recent field activities have revealed the presence of free product in monitoring wells MW-2R, MW-5R, MW-16, MW-17, MW-19, and MW-21. The most recent occurrence of free product was 0.03-feet in monitoring well MW-5R on October 6, 2021. Groundwater
GROUNDWATER MONITORING REPORT GPM 3059 (FORMER SCOTCHMAN #59) BURGAW, NORTH CAROLINA INCIDENT #19300

GPM 3059 (FORMER SCOTCHMAN #3059): GROUNDWATER MONITORING REPORT 9
According to currently available data, groundwater contamination above cleanup criteria is throughout most
of the site and extents to the south across East Fremont Street. The argument could be made that the contamination present in monitoring well MW-12 is from the previous release documented at the Brown’s Minute Mart site.
During the most recent monitoring event, COCs in groundwater exceeded the 2L Standards at 12 of the 13 locations monitored and GCLs were only exceeded at one (1) location. The total currently known extent of groundwater contamination above 2L Standards comprises at least an approximate 24,000-ft2 area. The current maximum groundwater contaminant concentrations observed during the most recent reporting period compared to the historical maximum groundwater contaminant concentrations observed are summarized in Exhibit 2. Exhibit 2 – Summary of Maximum Groundwater Contaminant Concentration
COC 2L Standard GCL Current MDC Location Historical MDC Location & Date
Benzene 1 5,000 2,600 MW-17 4,800 MW-6R – 4/29/2016 Toluene 600 260,000 34.2 MW-17 4,300 MW-3 – 11/22/2013 Ethylbenzene 600 80,000 1,850 MW-16 2,700 MW-12 – 4/29/2016 Total Xylenes 500 50,000 3,074 MW-16 8,500 MW-12 – 4/29/2016 MTBE 20 20,000 229 MW-20 1,400 MW-18 – 11/22/2013 Naphthalene 6 6,000 797 MW-16 1,010 MW-21 – 11/20/2019 n-Butylbenzene 70 5,900 199 MW-17 199 MW-17 – 10/20/2022 Sec-Butylbenzene 70 8,800 139 MW-17 139 MW-17 – 10/20/2022 1,2-DCA 0.4 400 <10 MW-12 4.4 MW-19 – 12/29/2020 DIPE 70 70,000 16 MW-17 65 RW-6 – 11/22/2013 Isopropylbenzene 70 30,500 169 MW-16 180 MW-16 – 12/29/2021 n-Propylbenzene 70 26,100 572 MW-16 660 MW-16 – 12/29/2021 124-TMB 400 28,500 2,880 MW-16 3,300 MW-16 – 12/29/2021 135-TMB 400 24,100 1,010 MW-16 1,200 MW-16 – 12/29/2021 TAA 40 40,000 1,860 MW-19 2,460 MW-18 – 6/9/2021 TAME 128 12,800 5.34 MW-19 200 MW-17 – 4/27/2022 TBA 10 10,000 22,600 RW-3 26,300 MW-5R – 6/29/2020 TBF 40 40,000 <100 MW-12 <1,250 MW-16 – 6/8/2021 ETBE 47 47,000 47.6 MW-20 49 MW-20 – 4/27/2022
Data presented in ug/L Red = Above 2L Standards Highlighted = Above GCLs Cross sections indicating the current extent of contamination above regulatory limits and the assumed smear
zone thickness based on historical water table elevations are included as Figure 7B.
4.7 EVALUATION OF CONTAMINANT MASS
Contaminant mass was based on total BTEX. To determine contaminant mass, the average of total BTEX concentrations from all shallow monitoring well samples containing concentrations above 2L Standards (affected monitoring wells) were calculated. Estimated horizontal extents of total BTEX contamination in groundwater (as discussed above) were determined by each individual contaminant’s estimated isoconcentration areas as shown in Figures 6A through 6C (toluene concentrations did not exceed 2L Standards in any monitored location). Approximate volumes were then calculated utilizing the estimated areas, average thickness of contamination as determined from the average water column in each affected monitoring well, and the estimated effective
GROUNDWATER MONITORING REPORT GPM 3059 (FORMER SCOTCHMAN #59) BURGAW, NORTH CAROLINA INCIDENT #19300

GPM 3059 (FORMER SCOTCHMAN #3059): GROUNDWATER MONITORING REPORT 10
porosity (0.04) as reported in the CSA. The volumes were then multiplied by the individual contaminant
concentrations to obtain a mass of each BTEX constituent in the shallow portion of the surficial aquifer which was then converted to pounds (lbs.).
Please note that this method assumes average isotropic concentrations of BTEX throughout the plume volume; therefore, this method presents a conservative estimate, and the actual BTEX may vary across different portions of the site. However, the method is effective for evaluation of trend data, expansion/contraction of the plume, and overall site remediation progress. More precise estimates may be obtained by completion of more comprehensive sampling at the site. The current estimated mass of BTEX in groundwater was calculated to be approximately 7.7 lbs. The contaminant mass calculations are included in Table 7. 5.0 CONCLUSIONS AND RECOMMENDATIONS

5.1 CONCLUSIONS The following conclusions are presented based upon the data and site-specific information collected and presented in this report:
• Dissolved target compound concentrations were identified above 2L Standards and GCLs in multiple groundwater samples collected from the site in October 2022.
• Free product was not encountered during the August 2022 gauging event or the October 2022
monitoring event.
• In general, the occurrence of free product appears to be related to periods of above-average
groundwater elevation. The trend data suggests a product smear zone may exist in soil above the average water table elevation.
• The presence of free product contributes to the site’s risk ranking.
5.2 RECOMMENDATIONS
CES recommends the following:
• Continue monitoring the site through semi-annual groundwater sampling.
• Perform an additional surfactant injection followed by AFVR events.
• Perform free product checks with recovery as needed.
• Once free product is determined to be absent and groundwater contaminant concentrations are demonstrated to be below GCLs, the site risk ranking should be re-classified and the incident considered for restrictive closure.
GROUNDWATER MONITORING REPORT
GPM 3059 (FORMER SCOTCHMAN #59)
BURGAW, NORTH CAROLINA
INCIDENT #19300

GPM 3059 (FORMER SCOTCHMAN #3059): GROUNDWATER MONITORING REPORT 11
6.0 STATEMENTS AND CERTIFICATION

1 Enter the date the monitoring report was due. 1/27/2023 Will this report be submitted after the
established due date?
YES NO
2 Was any required information from the above template missing from this report? YES NO
IF the answer to question #1 or# 2 is “YES”, please provide additional information in this cell to explain what was
missing and why.

3 If applicable, will any of the proposed attenuation milestones under the schedule approved in the
Corrective Action Plan not be met? (within a reasonable margin of error)
YES NO
IF the answer to question #3 is “NO”, skip to the certification under #8 below.
IF the answer to question #3 is “YES”, please generally describe in this cell the possible reason(s) and outline
proposed remedies. (This should be described in more detail in the report text above.)
Not applicable, milestones have not been determined for the site.
4 Does any known or suspected source zone soil contamination or free product remain outside of the
assessed area that could be inhibiting natural attenuation?
YES NO
5 Has there been an unexpected increase in contaminant mass sufficient to suggest a
potential new release from a separate onsite or offsite source?
YES NO
IF the answer to either question #6 or #7 is “YES”, generally describe in this cell any actions recommended to further
assess or clean up this known or suspected source. (This should be described in more detail in the report text above.)
6 Certification:
I, Rachel A. Raines, a Licensed Geologist for CES of NC, PLLC., do certify that the information contained in this report
is correct and accurate to the best of my knowledge.

Rachel A. Raines, NC PG# 2739
Geologist

CES of NC, PLLC. is licensed to practice geology in North Carolina. The certification number of the company or
corporation is C-550.

GROUNDWATER MONITORING REPORT GPM 3059 (FORMER SCOTCHMAN #59) BURGAW, NORTH CAROLINA INCIDENT #19300

GPM 3059 (FORMER SCOTCHMAN #3059): GROUNDWATER MONITORING REPORT 12
7.0 REMARKS
The recommendations contained in this report represent CES’s professional opinions based upon the
currently available information and are arrived at in accordance with currently accepted professional standards. This report is based upon a specific scope of work requested by the client. The contract between CES and its client outlines the scope of work, and only those tasks specifically authorized by that contract
or outlined in this report were performed. This report is intended only for the use of CES’s client and anyone else specifically identified in writing by CES as a user of this report. CES will not and cannot be liable for unauthorized reliance by any other third party. Other than as contained in this paragraph, CES makes no express or implied warranty as to the contents of this report. 8.0 REFERENCES
• RE: Scotchman Store #59, WCI, December 14, 1989.
• Subsurface Petroleum Detection Summary Report, Clark, May 12, 1998.
• Limited Site Assessment, Clark, September 8, 1998.
• Comprehensive Site Assessment, Clark, September 30, 1999.
• CSA-Addendum and Free Product Recovery Report, Delta, May 31, 2000.
• Free Product Recovery Report, Delta, May 3, 2001.
• UST Closure Report, Delta, August 29, 2001.
• Phase II Limited Site Assessment Report, Delta, February 28, 2002.
• UST Closure Report, Delta, April 26, 2002.
• Corrective Action Plan, Delta, October 31, 2002.
• Monitoring Report, Delta, November 26, 2003.
• Second Pre-Corrective Action Plan Monitoring Report, Delta, May 25, 2004.
• Site Status Update Letter Report, ESS, March 12, 2013.
• Groundwater Monitoring Report, ESS, January 2, 2014.
• Free Product Recovery Report, Antea, June 29, 2015.
• Groundwater Monitoring Report, Antea, September 19, 2016.
• Groundwater Monitoring Report, CES, November 26, 2018.
• Groundwater Monitoring Report, CES, September 17, 2019.
• Groundwater Monitoring Report, CES, February 10, 2020.
• Groundwater Monitoring Report, CES, July 31, 2020.
• Groundwater Monitoring Report CES, March 7, 2022.
• Groundwater Monitoring Report, CES, July 19, 2022.
• NCDEQ “Source Water Assessment Program Mapping Applications” website: https://deq.nc.gov/about/divisions/water-resources/drinking-water/drinking-water-protection-program/mapping-applications.
• North Carolina Geological Survey 1985 Geologic Map of North Carolina.
• NCDEQ DWR “North Carolina Aquifers” website: https://www.ncwater.org/?page=525
• NCDEQ DWR “Groundwater Management Branch Map Interface” website: https://www.ncwater.org/GWMS/openlayers/ol.php?menulist=bl
• NCDEQ Surface Water Classifications website: https://deq.nc.gov/about/divisions/water-
resources/planning/classification-standards/classifications
• NCDEQ DWR “Public Water Supply” website: https://www.ncwater.org/?page=600
• NCDEQ DWR “Visual Hydrogeologic Framework” website: https://www.ncwater.org/?page=350

GROUNDWATER MONITORING REPORT GPM 3059 (FORMER SCOTCHMAN #59) BURGAW, NORTH CAROLINA INCIDENT #19300

GPM 3059 (FORMER SCOTCHMAN #3059): GROUNDWATER MONITORING REPORT

FIGURES

FIGURE 1
Site Location Map
GPM 3059 (Former Scotchman #3059)
115 US Highway 117 South
Burgaw, North Carolina
Burgaw, North Carolina Project:
Client: GPM Southeast, LLC
CES NC Job #: 9.1069
Date: 1/24/2023
Latitude:
34°33'11.4"N
Longitude:
77°54'50.1"W
Groundwater
Monitoring Report
U.S.G.S Topographic Map of the
Burgaw Quadrangle, Indiana, 7.5 Minute
Series (2016)
Scale: 1:24,000 Contour Interval: 5 Feet
Source:
National Geodetic Vertical
Datum 1988
Horizontal Datum:North American Datum 1983
Vertical Datum:
Site Location
1701 Shenandoah Avenue, NW
Roanoke, VA 24017
540-343-6256 (office) 540-343-6259 (fax)
CLIENT:LOCATION:Monitoring Well (Type II)Monitoring Well (Type III)Former Well LocationUtility/Power PoleLight PoleApproximate Property LineOverhead Electric LineWater LineFenceStormwater InletSanitary Sewer ManholeWater MeterWater ValveFire HydrantBollardCommunication PedestalLiquefied Petroleum TankNote: Utility and former USTlocations are approximate020'40'80'1 inch equals 40 feetGPM 3059 (Former Scotchman #3059)Site MapGroundwater Monitoring ReportFigure 2115 US Highway 117 SouthBurgaw, North CarolinaGPM Southeast, LLCLegend
Monitoring Well (Type II)Monitoring Well (Type III)Former Well LocationNote: Utility and former USTlocations are approximate020'40'80'1 inch equals 40 feetGPM 3059 (Former Scotchman #3059)Extent of Impacted Soils Above STWMSCCsGroundwater Monitoring ReportFigure 3115 US Highway 117 SouthBurgaw, North CarolinaGPM Southeast, LLCLegendCLIENT:LOCATION:Soil Boring LocationGESS-1GESS-2GESS-3GESS-12GESS-11GESS-4GESS-5GESS-7GESS-6GESS-8GESS-9GESS-10T3SS-2T2SS-2T2SS-1T1SS-2T1SS-1T5SS-1T3SS-1T4SS-2T4SS-1SB4SB3SB2SB1Approximate Extent of Soils AboveSTW MSCCs
CLIENT:LOCATION:Monitoring Well (Type II)Monitoring Well (Type III)Former Well LocationUtility/Power PoleLight PoleApproximate Property LineFenceStormwater InletBollardCommunication PedestalLiquefied Petroleum TankGroundwater Elevation (feet)Groundwater Contour (feet)Groundwater Flow DirectionDeep well excluded fromgroundwater contours0 20' 40'80'1 inch equals 40 feetGPM 3059 (Former Scotchman #3059)Potentiometric Map (August 2022)Groundwater Monitoring ReportFigure 4A115 US Highway 117 SouthBurgaw, North CarolinaGPM Southeast, LLCLegend(XX.XX)(NM)(NM)(NM)(XX.XX*)Not Measured(NM)Not Available(NA)(96.20)(95.98)(96.08)(94.82)(96.22)(95.09)(97.05)(94.99)(96.88)(95.87)(96.24)(95.65)(95.85)(95.71)(95.87)(98.08)(94.67)(81.81*)(79.96*)(NM)(96.16)(96.36)97.0096.0095.0095.0097.0096.0095.0097.0096.0095.0097.0096.0095.0098.0098.0097.5097.5096.5096.5096.5095.5095.5095.5095.5096.50
CLIENT:LOCATION:Monitoring Well (Type II)Monitoring Well (Type III)Former Well LocationUtility/Power PoleLight PoleApproximate Property LineFenceStormwater InletBollardCommunication PedestalLiquefied Petroleum TankGroundwater Elevation (feet)Groundwater Contour (feet)Groundwater Flow DirectionDeep well excluded fromgroundwater contours020'40'80'1 inch equals 40 feetGPM 3059 (Former Scotchman #3059)Potentiometric Map (October 2022)Groundwater Monitoring ReportFigure 4B115 US Highway 117 SouthBurgaw, North CarolinaGPM Southeast, LLCLegend(XX.XX)(XX.XX*)Not Measured(NM)Not Available(NA)(NM)(NM)(NM)(NM)(95.41)(95.95)(95.44)(94.48)(95.97)(94.99)(96.93)(94.59)(94.69)(95.35)(95.45)(95.83)(95.86)(95.69)(94.99)(97.82)(94.68)(82.82*)(80.92*)(95.75)(96.16)97.0096.0095.0096.0095.0096.0095.0097.0096.0095.0097.5097.5096.5096.5096.5096.5095.5095.5095.5095.50
CLIENT:LOCATION:Monitoring Well (Type II)Monitoring Well (Type III)Former Well LocationUtility/Power PoleLight PoleApproximate Property LineFenceStormwater InletBollardCommunication PedestalLiquefied Petroleum Tank020'40'80'1 inch equals 40 feetGPM 3059 (Former Scotchman #3059)Groundwater Analytical Results (October 2022)Groundwater Monitoring ReportFigure 5115 US Highway 117 SouthBurgaw, North CarolinaGPM Southeast, LLCLegendAnalytical Results in ug/L (micrograms per Liter)Shading indicates exceedance of 2L standardsRED indicates exceedance of GCLs
Monitoring Well (Type II)Monitoring Well (Type III)Former Well LocationNote: Utility and former USTlocations are approximate020'40'80'1 inch equals 40 feetGPM 3059 (Former Scotchman #3059)Estimated Horizontal Extent of BenzeneAbove 2L StandardsGroundwater Monitoring ReportFigure 6A115 US Highway 117 SouthBurgaw, North CarolinaGPM Southeast, LLCLegendCLIENT:LOCATION:Benzene ConcentrationBenzene Concentration Contour(980)Units: micrograms per Liter (ug/L)Sampling Date: October 20, 2022Benzene 2L Standard: 1 ug/LBenzene GCL: 5,000 ug/LNot Sampled(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(705)(34.4)(<0.50)(454)(498)(589)(2,600)(231)(245)(464)(82)(50.8)(13.4)11
Monitoring Well (Type II)Monitoring Well (Type III)Former Well LocationNote: Utility and former USTlocations are approximate020'40'80'1 inch equals 40 feetGPM 3059 (Former Scotchman #3059)Estimated Horizontal Extent of EthylbenzeneAbove 2L StandardsGroundwater Monitoring ReportFigure 6B115 US Highway 117 SouthBurgaw, North CarolinaGPM Southeast, LLCLegendCLIENT:LOCATION:Ethylbenzene ConcentrationEthylbenzene Concentration Contour(700)Units: micrograms per Liter (ug/L)Sampling Date: October 20, 2022Ethylbenzene 2L Standard: 600 ug/LEthylbenzene GCL: 80,000 ug/LNot Sampled(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(298)(81.6)(<0.50)(124)(1,300)(1,850)(676)(188)(148)(275)(24.8)(35.5)(19.3)600600600600
Monitoring Well (Type II)Monitoring Well (Type III)Former Well LocationNote: Utility and former USTlocations are approximate020'40'80'1 inch equals 40 feetGPM 3059 (Former Scotchman #3059)Estimated Horizontal Extent of XylenesAbove 2L StandardsGroundwater Monitoring ReportFigure 6C115 US Highway 117 SouthBurgaw, North CarolinaGPM Southeast, LLCLegendCLIENT:LOCATION:Xylenes ConcentrationXylenes Concentration Contour(3,010)Units: micrograms per Liter (ug/L)Sampling Date: October 20, 2022Xylenes 2L Standard: 500 ug/LXylenes GCL: 50,000 ug/LNot Sampled(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(90.45)(21.17)(<1.0)(10.4 J)(2,918.4)(3,074)(617.37)(138.94)(74.4)(132.23)(3.71 J)(10.3)(8.59)500500500
Monitoring Well (Type II)Monitoring Well (Type III)Former Well LocationNote: Utility and former USTlocations are approximate020'40'80'1 inch equals 40 feetGPM 3059 (Former Scotchman #3059)Estimated Horizontal Extent of MTBEAbove 2L StandardsGroundwater Monitoring ReportFigure 6D115 US Highway 117 SouthBurgaw, North CarolinaGPM Southeast, LLCLegendCLIENT:LOCATION:MTBE ConcentrationMTBE Concentration Contour(290)Units: micrograms per Liter (ug/L)Sampling Date: October 20, 2022MTBE 2L Standard: 20 ug/LMTBE GCL: 20,000 ug/LNot Sampled(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(12.8)(43.8)(1.60)(<5.00)(62.5)(66.4)(52.1)(97.8)(227)(229)(29.1)(52.6)(22.9)202020
Monitoring Well (Type II)Monitoring Well (Type III)Former Well LocationNote: Utility and former USTlocations are approximate020'40'80'1 inch equals 40 feetGPM 3059 (Former Scotchman #3059)Estimated Horizontal Extent of NaphthaleneAbove 2L StandardsGroundwater Monitoring ReportFigure 6E115 US Highway 117 SouthBurgaw, North CarolinaGPM Southeast, LLCLegendCLIENT:LOCATION:Naphthalene ConcentrationNaphthalene Concentration Contour(730)Units: micrograms per Liter (ug/L)Sampling Date: October 20, 2022Naphthalene 2L Standard: 6 ug/LNaphthalene GCL: 6,000 ug/LNot Sampled(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(NS)(287)(295)(<0.50)(305)(657)(797)(318)(152)(69.5)(143)(90.1)(32.9)(44.4)66
Note: Utility and former USTlocations are approximate020'40'80'1 inch equals 40 feetGPM 3059 (Former Scotchman #3059)Cross Section Location MapGroundwater Monitoring ReportFigure 7A115 US Highway 117 SouthBurgaw, North CarolinaGPM Southeast, LLCCLIENT:LOCATION:AA'BB'Monitoring Well (Type II)Monitoring Well (Type III)Former Well LocationUtility/Power PoleLight PoleApproximate Property LineFenceStormwater InletSanitary Sewer ManholeWater MeterWater ValveFire HydrantBollardCommunication PedestalLiquefied Petroleum TankLegend
97.0096.0095.0097.0098.0096.0095.0094.0093.0092.0091.0090.0089.0088.0087.0086.0085.0084.0083.0082.0081.0094.0093.0092.0091.0090.0089.0088.0087.0086.0085.0084.0083.0082.0081.0080.0075.00MW-8MW-5RRW-6MW-20MW-16MW-23MW-6RMW-17RW-6MW-18TW-1RW-7MW-3MW-12Sandsilty Sandsandy ClayClayClayClayClayClayClayclayey Sandsilty ClayclayeySandsilty ClayTopsoilsandy ClayclayeySandSandsiltyClaysandyClayclayeySandsiltySandsandyClayclayeySand99.0098.0099.000204002.55Horizontal Scale(feet)Vertical Scale(feet)Monitoring Well (type III)Monitoring Well (type II)Screen IntervalEstimated Extent of GroundwaterExceeding 2L StandardsEstimated Extent of SoilsExceeding STW MSCCsAA'BB'sandyClayClaySandSandCLIENT:LOCATION:GPM 3059 (Former Scotchman #3059)Cross Sections A & BGroundwater Monitoring ReportFigure 7B115 US Highway 117 SouthBurgaw, North CarolinaGPM Southeast, LLCWater Level - LowWater Level - LowWater Level - LowWater Level - LowWater Level - HighWater Leve
l
-
H
igh
Water Level - HighWater Level - High
GROUNDWATER MONITORING REPORT GPM 3059 (FORMER SCOTCHMAN #59) BURGAW, NORTH CAROLINA INCIDENT #19300

GPM 3059 (FORMER SCOTCHMAN #3059): GROUNDWATER MONITORING REPORT

TABLES

UST ID
Number
Current/Last
Contents
Capacity
(gallons)Construction Details
Description of
Associated Piping and
Pumps
Tank Dimensions Date Tank
Installed
Status of UST
(Closed by
Removal)
Was release
associated with
the UST System?
1 Gasoline 2,000 Single Wall Steel Other 64" x 12'3/23/1971 5/10/2001 not determined
2 Gasoline 4,000 Single Wall Steel Other 64" x 24'3/21/1976 3/27/2002 not determined
3 Gasoline 3,000 Single Wall Steel Single Wall Steel 64" x 18'3/20/1981 3/27/2002 not determined
4 Gasoline 2,000 Single Wall Steel Other 64" x 12'3/20/1982 5/10/2001 not determined
5 Kerosene 2,000 Single Wall Steel Other 64" x 12'3/21/1976 5/10/2001 not determined
6 Gasoline 3,000 Single Wall Steel Other 64" x 18'9/22/1986 3/27/2002 not determined
7 Gasoline 4,000 Single Wall Steel Other 64" x 24'1/1/1964 5/10/2001 not determined
8 Unknown 1,050 Double Wall FRP/Steel Double Wall Steel/FRP 46" x 12.3'1/1/1964 3/27/2002 not determined
9 Unknown 1,050 Double Wall FRP/Steel Double Wall Steel/FRP 46" x 12.3'1/1/1964 3/27/2002 not determined
10 Unknown 550 Double Wall FRP/Steel Double Wall Steel/FRP 46" x 74"1/1/1964 5/10/2001 not determined
Incident
Number
Date
Discovered
19300 March 11,
1998
Notes:- UST information compiled from NCDEQ Registered Tanks Database and UST Closure Reports
Encountered during assessment activities following failed tank tightness test on UST
system #7
Gasoline and possible other
petroleum products
Discovery of ReleaseProduct Released
TABLE 1
UST SYSTEM AND OTHER RELEASE INFORMATION
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
115 US Hwy 117 South
UST ID Number 1 through 10 Facility ID Number 19645
City State Zip Telephone Number
Wilmington NC 28406 910-395-5300
City State Zip Telephone Number
Wilmington NC 28406 910-395-5300
UST ID Number 1 through 10 Facility ID Number 19645
City State Zip Telephone Number
Richmond VA 23227 804-730-1568
City State Zip Telephone Number
Richmond VA 23227 804-730-1568
Notes:
Data obtained from NCDEQ UST Database(s) and historical reports.
TABLE 2
UST OWNER / OPERATOR & OTHER RESPONSIBLE PARTY INFORMATION
GPM 3059 (Former Scotchman #59)
115 US Hwy 117 South
Burgaw, Pender County, North Carolina
10 S Cardinal Drive
Name of Owner Dates of Operation (MM/DD/YY to MM/DD/YY)
Worsley Companies, Inc.1964 to 2014
Street Address
10 S Cardinal Drive
Name of Operator Dates of Operation (MM/DD/YY to MM/DD/YY)
Worsley Companies, Inc.1964 to 2014
Street Address
8565 Magellan Parkway, Suite 400
Name of Owner Dates of Operation (MM/DD/YY to MM/DD/YY)
GPM Southeast, LLC 2014 to current
Street Address
8565 Magellan Parkway, Suite 400
Name of Operator Dates of Operation (MM/DD/YY to MM/DD/YY)
GPM Southeast, LLC 2014 to current
Street Address
Well No.
Boring
Depth
(ft, bgs)
Well
Diameter
(inches)
Well Screen
Interval
(ft, bgs)
Top of Casing
Elevation (ft)
MW-1 12 2 2.0-12.0 99.15
MW-2 12 2 2.0-12.0 98.63
MW-2R 12 2 2.0-12.0 98.09
MW-3 12 2 2.0-12.0 98.70
MW-4 12 2 2.0-12.0 98.02
MW-5 12 2 2.0-12.0 98.85
MW-5R 12 2 2.0-12.0 98.42
MW-6 12 2 2.0-12.0 98.80
MW-6R 12 2 2.0-12.0 98.61
MW-7 12 2 2.0-12.0 98.31
MW-8 15 2 5.0-15.0 99.24
MW-9 15 2 5.0-15.0 98.05
MW-10 14 2 4.0-14.0 99.56
MW-11 14 2 4.0-14.0 100.00
MW-12 14 2 4.0-14.0 98.88
MW-13 14 2 4.0-14.0 98.15
MW-14 14 2 4.0-14.0 100.97
MW-14R 14 2 4.0-14.0 99.71
MW-15 14 2 4.0-14.0 100.98
MW-16 12 2 2.0-12.0 98.69
MW-17 12 2 2.0-12.0 98.80
MW-18 12 2 2.0-12.0 98.50
MW-19 12 2 2.0-12.0 98.77
MW-20 12 2 2.0-12.0 98.67
MW-21 12 2 2.0-12.0 98.75
MW-22 12 2 2.0-12.0 100.20
MW-23 12 2 2.0-12.0 98.76
T-1 25 2 20.0-25.0 99.20
DW-1 35 2 30.0-35.0 98.24
RW-1 12 4 2.0-12.0 NA
RW-2 12 4 2.0-12.0 NA
RW-3 12 4 2.0-12.0 NA
RW-4 12 4 2.0-12.0 99.24
RW-5 17 4 2.0-17.0 NA
RW-6 17 4 2.0-17.0 98.88
RW-7 17 4 2.0-17.0 98.64
Notes:
ft,bgs - denotes feet, below ground surface
NA - Data not available
Current, installed 5/6/99
Current, installed 5/7/99
Current, installed 5/4/99
Current, installed 5/7/99
Current, installed 10/9/03
Current, installed 8/6/02
Current, installed 8/6/02
Current, installed 10/9/03
Current, installed 5/7/99
Current, installed 10/9/03
Current, installed circa 2000
Current, installed circa 2000
Current, installed 12/18/14
Current, installed 12/18/14
Current, installed 12/18/14
Current, installed 5/14/98
Current, installed 9/4/01
Destroyed, installed 11/15/00
Destroyed, installed 11/15/00
Current, installed 11/15/00
Destroyed, installed 11/15/00
Current, installed 6/14/20
Current, installed 6/14/20
Destroyed, installed 8/6/02
Destroyed, installed 5/19/99
Status
Current,installed 5/12/98
Current, installed 10/9/03
Current, installed 10/9/03
Current, installed 5/14/98
Destroyed, installed 3/11/98
Destroyed, installed 5/7/99
Abandoned, installed 5/12/98
Destroyed, installed 5/13/98
Destroyed, installed 5/16/98
Destroyed, installed 5/12/98
Current, installed 5/4/99
TABLE 3
SUMMARY OF WELL CONSTRUCTION DATA
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
115 US Hwy 117 South
Well No.
Well
Screen
Interval
(ft,bgs)
Top of
Casing
Elevation
(ft)
Measurement
Date
Depth to Free
Product (ft,
TOC)
Depth to
Groundwater
(ft, TOC)
Free
Product
Thickness
(ft)
Adjusted
Groundwater
Elevation (ft)
12/19/2014 --2.46 0.00 95.63
1/22/2015 --2.12 0.00 95.97
2/4/2015 --2.00 0.00 96.09
3/10/2015 --1.97 0.00 96.12
4/2/2015 --2.02 0.00 96.07
4/27/2015 --2.18 0.00 95.91
5/20/2015 --1.48 0.00 96.61
7/2/2015 --2.03 0.00 96.06
8/14/2015 --1.89 0.00 96.20
9/4/2015 --1.94 0.00 96.15
4/19/2016 --2.57 0.00 95.52
4/29/2016 --1.98 0.00 96.11
8/7/2018 --0.96 0.00 97.13
7/8/2019 --2.13 0.00 95.96
11/20/2019 --2.12 0.00 95.97
3/19/2020 --1.68 0.00 96.41
5/14/2020 1.75 1.77 0.02 96.34
6/29/2020 --0.85 0.00 97.24
9/14/2020 --1.33 0.00 96.76
11/18/2020 --1.72 0.00 96.37
12/29/2020 --1.90 0.00 96.19
3/15/2021 --1.90 0.00 96.19
6/8/2021 1.58 1.59 0.01 96.51
10/6/2021 --2.72 0.00 95.37
12/29/2021 --3.99 0.00 94.10
4/27/2022 --2.51 0.00 95.58
8/9/2022 --1.89 0.00 96.20
10/19/2022 --2.68 0.00 95.41
TABLE 4
SUMMARY OF RECENT GROUNDWATER ELEVATION DATA
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
115 US Hwy 117 South
MW-2R 2.0-12.0 98.09
Well No.
Well
Screen
Interval
(ft,bgs)
Top of
Casing
Elevation
(ft)
Measurement
Date
Depth to Free
Product (ft,
TOC)
Depth to
Groundwater
(ft, TOC)
Free
Product
Thickness
(ft)
Adjusted
Groundwater
Elevation (ft)
TABLE 4
SUMMARY OF RECENT GROUNDWATER ELEVATION DATA
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
115 US Hwy 117 South
4/29/2016 --2.59 0.00 96.11
6/20/2018 --1.87 0.00 96.83
7/21/2018 --2.49 0.00 96.21
8/7/2018 --1.45 0.00 97.25
1/23/2019 --2.41 0.00 96.29
5/28/2019
7/8/2019 --3.06 0.00 95.64
9/10/2019 --1.80 0.00 96.90
11/20/2019 --2.94 0.00 95.76
3/19/2020 --2.17 0.00 96.53
5/14/2020 --2.81 0.00 95.89
6/29/2020 --1.60 0.00 97.10
9/14/2020 --2.21 0.00 96.49
11/18/2020 --1.78 0.00 96.92
12/29/2020 --2.40 0.00 96.30
3/15/2021 --2.28 0.00 96.42
6/8/2021 --2.35 0.00 96.35
10/6/2021 --2.89 0.00 95.81
12/29/2021 --3.72 0.00 94.98
4/27/2022 --2.68 0.00 96.02
8/9/2022 --2.72 0.00 95.98
10/19/2022 --2.75 0.00 95.95
Blocked
MW-3 2.0-12.0 98.70
Well No.
Well
Screen
Interval
(ft,bgs)
Top of
Casing
Elevation
(ft)
Measurement
Date
Depth to Free
Product (ft,
TOC)
Depth to
Groundwater
(ft, TOC)
Free
Product
Thickness
(ft)
Adjusted
Groundwater
Elevation (ft)
TABLE 4
SUMMARY OF RECENT GROUNDWATER ELEVATION DATA
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
115 US Hwy 117 South
12/19/2014 --2.64 0.00 95.78
1/22/2015 --2.27 0.00 96.15
2/4/2015 --2.21 0.00 96.21
3/10/2015 --2.28 0.00 96.14
4/2/2015 --2.44 0.00 95.98
4/27/2015 2.73 2.74 0.01 95.68
5/20/2015 --2.37 0.00 96.05
7/2/2015 --2.42 0.00 96.00
8/14/2015 2.83 2.84 0.01 95.58
9/4/2015 --2.23 0.00 96.19
4/19/2016 3.14 3.19 0.05 95.26
4/29/2016 --3.17 0.00 95.25
5/25/2016 --2.41 0.00 96.01
6/16/2016 --2.28 0.00 96.14
6/20/2018 --3.70 0.00 94.72
7/21/2018 --2.72 0.00 95.70
8/7/2018 1.34 1.37 0.03 97.07
1/23/2019 --3.65 0.00 94.77
5/28/2019 --3.48 0.00 94.94
7/8/2019 --3.61 0.00 94.81
9/10/2019 --3.28 0.00 95.14
10/9/2019 3.34 3.35 0.01 95.07
11/20/2019 --3.89 0.00 94.53
3/19/2020 --3.31 0.00 95.11
5/14/2020 --3.45 0.00 94.97
6/29/2020 --2.90 0.00 95.52
9/14/2020 --2.46 0.00 95.96
11/18/2020 --3.10 0.00 95.32
12/29/2020 --3.22 0.00 95.20
3/15/2021 2.88 2.94 0.06 95.52
6/8/2021 --2.78 0.00 95.64
10/6/2021 2.65 2.68 0.03 95.76
12/29/2021 --3.72 0.00 94.70
4/27/2022 --2.93 0.00 95.49
8/9/2022 --2.34 0.00 96.08
10/19/2022 --2.98 0.00 95.44
MW-5R 2.0-12.0 98.42
Well No.
Well
Screen
Interval
(ft,bgs)
Top of
Casing
Elevation
(ft)
Measurement
Date
Depth to Free
Product (ft,
TOC)
Depth to
Groundwater
(ft, TOC)
Free
Product
Thickness
(ft)
Adjusted
Groundwater
Elevation (ft)
TABLE 4
SUMMARY OF RECENT GROUNDWATER ELEVATION DATA
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
115 US Hwy 117 South
4/29/2016 --3.79 0.00 94.82
6/20/2018 --3.97 0.00 94.64
7/21/2018 --3.36 0.00 95.25
8/7/2018 --3.12 0.00 95.49
1/23/2019 --3.58 0.00 95.03
5/28/2019 --3.11 0.00 95.50
7/8/2019 --3.16 0.00 95.45
9/10/2019 --3.09 0.00 95.52
11/20/2019 --3.77 0.00 94.84
3/19/2020 --3.28 0.00 95.33
5/14/2020 --3.61 0.00 95.00
6/29/2020 --2.84 0.00 95.77
9/14/2020 --2.76 0.00 95.85
11/18/2020 --3.51 0.00 95.10
12/29/2020 --3.70 0.00 94.91
3/15/2021 --3.56 0.00 95.05
6/8/2021 --3.18 0.00 95.43
10/6/2021 --4.02 0.00 94.59
12/29/2021 --4.15 0.00 94.46
4/27/2022 --4.21 0.00 94.40
8/9/2022 --3.79 0.00 94.82
10/19/2022 4.13 0.00 94.48
4/29/2016 --3.98 0.00 94.33
6/20/2018
7/21/2018
8/7/2018
9/14/2020
11/18/2020
12/29/2020
3/15/2021 --3.58 0.00 94.73
6/8/2021 --3.62 0.00 94.69
10/6/2021
12/29/2021
4/27/2022
8/9/2022
10/19/2022
not located
not located
not located
not located
not located
not located
not located
MW-6R 2.0-12.0 98.61
MW-7 2-12 98.31
not located
not located
not located
not located
Well No.
Well
Screen
Interval
(ft,bgs)
Top of
Casing
Elevation
(ft)
Measurement
Date
Depth to Free
Product (ft,
TOC)
Depth to
Groundwater
(ft, TOC)
Free
Product
Thickness
(ft)
Adjusted
Groundwater
Elevation (ft)
TABLE 4
SUMMARY OF RECENT GROUNDWATER ELEVATION DATA
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
115 US Hwy 117 South
4/29/2016 --4.27 0.00 94.97
6/20/2018 --4.17 0.00 95.07
7/21/2018 --4.09 0.00 95.15
8/7/2018 --3.34 0.00 95.90
1/23/2019 --3.82 0.00 95.42
5/28/2019 --4.46 0.00 94.78
7/8/2019
9/10/2019
11/20/2019
3/19/2020 --3.20 0.00 96.04
5/14/2020
6/29/2020
9/14/2020
11/18/2020
12/29/2020
3/15/2021
6/8/2021
10/6/2021
12/29/2021
4/27/2022
8/9/2022
10/19/2022
4/29/2016 --3.34 0.00 94.71
6/20/2018 --2.91 0.00 95.14
7/21/2018 --3.28 0.00 94.77
8/7/2018 --2.57 0.00 95.48
1/23/2019 --3.01 0.00 95.04
5/28/2019 --3.41 0.00 94.64
7/8/2019
9/10/2019
11/20/2019
3/19/2020
5/14/2020
6/29/2020
9/14/2020
11/18/2020
12/29/2020
3/15/2021
6/8/2021
10/6/2021
12/29/2021
4/27/2022
8/9/2022
10/19/2022
Blocked at 2.64
Not Gauged
Not Gauged
Blocked at 3.45
Blocked at 3.45
Blocked at 2.65
Blocked at 3.49
Blocked at 3.48
Blocked at 3.44
Blocked at 2.60
Blocked at 2.79
Blocked at 2.65
Blocked
Not Gauged
Well Inaccessible
Well Inaccessible
Blocked at 2.79
Not Gauged
Blocked
Well Inaccessible
Blocked at 2.62
Blocked at 3.44
MW-8 5.0-15.0 99.24
Blocked at 3.49
Blocked at 3.49
Blocked at 3.49
Not Gauged
MW-9 5.0-15.0 98.046
Blocked at 2.50
Blocked at 2.50
Blocked at 2.50
Blocked at 2.50
Blocked at 2.50
Well No.
Well
Screen
Interval
(ft,bgs)
Top of
Casing
Elevation
(ft)
Measurement
Date
Depth to Free
Product (ft,
TOC)
Depth to
Groundwater
(ft, TOC)
Free
Product
Thickness
(ft)
Adjusted
Groundwater
Elevation (ft)
TABLE 4
SUMMARY OF RECENT GROUNDWATER ELEVATION DATA
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
115 US Hwy 117 South
4/29/2016 --3.17 0.00 96.39
6/20/2018 --2.67 0.00 96.89
7/21/2018 --3.12 0.00 96.44
8/7/2018 --2.04 0.00 97.52
1/23/2019 --2.92 0.00 96.64
5/28/2019 --3.78 0.00 95.78
7/8/2019 --4.34 0.00 95.22
9/10/2019 --2.48 0.00 97.08
11/20/2019 --2.85 0.00 96.71
3/19/2020 --2.75 0.00 96.81
5/14/2020 --2.92 0.00 96.64
6/29/2020
9/14/2020 --2.89 0.00 96.67
11/18/2020 --2.82 0.00 96.74
12/29/2020
3/15/2021 --3.10 0.00 96.46
6/8/2021 --2.20 0.00 97.36
10/6/2021 --3.71 0.00 95.85
12/29/2021 --4.51 0.00 95.05
4/27/2022 --3.09 0.00 96.47
8/9/2022 --3.34 0.00 96.22
10/19/2022 --3.59 0.00 95.97
4/29/2016 --4.42 0.00 95.58
6/20/2018 --4.15 0.00 95.85
7/21/2018 --3.10 0.00 96.90
8/7/2018 --3.39 0.00 96.61
1/23/2019 --4.55 0.00 95.45
5/28/2019 --4.98 0.00 95.02
7/8/2019 --5.48 0.00 94.52
9/10/2019 --2.96 0.00 97.04
11/20/2019 --3.18 0.00 96.82
3/19/2020 --4.19 0.00 95.81
5/14/2020 --4.40 0.00 95.60
6/29/2020
9/14/2020 --4.47 0.00 95.53
11/18/2020 --4.01 0.00 95.99
12/29/2020
3/15/2021 --4.63 0.00 95.37
6/8/2021 --1.83 0.00 98.17
10/6/2021 --5.05 0.00 94.95
12/29/2021 --5.38 0.00 94.62
4/27/2022 --4.58 0.00 95.42
8/9/2022 --4.91 0.00 95.09
10/19/2022 --5.01 0.00 94.99
Not Gauged
Not Gauged
Not Gauged
Not Gauged
MW-10 4.0-14.0 99.56
MW-11 4.0-14.0 100.00
Well No.
Well
Screen
Interval
(ft,bgs)
Top of
Casing
Elevation
(ft)
Measurement
Date
Depth to Free
Product (ft,
TOC)
Depth to
Groundwater
(ft, TOC)
Free
Product
Thickness
(ft)
Adjusted
Groundwater
Elevation (ft)
TABLE 4
SUMMARY OF RECENT GROUNDWATER ELEVATION DATA
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
115 US Hwy 117 South
4/29/2016 --1.81 0.00 97.07
6/20/2018 --1.00 0.00 97.88
7/21/2018 --1.57 0.00 97.31
8/7/2018 --0.06 0.00 98.82
1/23/2019 --2.13 0.00 96.75
5/28/2019 --2.11 0.00 96.77
7/8/2019 --2.42 0.00 96.46
9/10/2019 --0.93 0.00 97.95
11/20/2019 --1.76 0.00 97.12
3/19/2020 --1.73 0.00 97.15
5/14/2020 --1.66 0.00 97.22
6/29/2020 --0.80 0.00 98.08
9/14/2020 --1.48 0.00 97.40
11/18/2020 --1.50 0.00 97.38
12/29/2020 --1.96 0.00 96.92
3/15/2021 --2.12 0.00 96.76
6/8/2021 --1.34 0.00 97.54
10/6/2021 --1.98 0.00 96.90
12/29/2021 --3.02 0.00 95.86
4/27/2022 --1.41 0.00 97.47
8/9/2022 --1.83 0.00 97.05
10/19/2022 --1.95 0.00 96.93
4/29/2016 --3.34 0.00 94.81
6/20/2018 --2.56 0.00 95.59
7/21/2018 --2.77 0.00 95.38
8/7/2018 --2.63 0.00 95.52
5/28/2019 --3.37 0.00 94.78
7/8/2019 --3.88 0.00 94.27
9/10/2019 --3.02 0.00 95.13
11/20/2019 --3.45 0.00 94.70
3/19/2020 --2.60 0.00 95.55
5/14/2020 --2.69 0.00 95.46
6/29/2020
9/14/2020 --3.00 0.00 95.15
11/18/2020 --2.72 0.00 95.43
12/29/2020
3/15/2021 --2.85 0.00 95.30
6/8/2021 --3.14 0.00 95.01
10/6/2021 --3.61 0.00 94.54
12/29/2021 --3.72 0.00 94.43
4/27/2022 --2.07 0.00 96.08
8/9/2022 --3.16 0.00 94.99
10/19/2022 --3.56 0.00 94.59
Not Gauged
Not Gauged
MW-12 4.0-14.0 98.88
MW-13 4.0-14.0 98.15
Well No.
Well
Screen
Interval
(ft,bgs)
Top of
Casing
Elevation
(ft)
Measurement
Date
Depth to Free
Product (ft,
TOC)
Depth to
Groundwater
(ft, TOC)
Free
Product
Thickness
(ft)
Adjusted
Groundwater
Elevation (ft)
TABLE 4
SUMMARY OF RECENT GROUNDWATER ELEVATION DATA
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
115 US Hwy 117 South
4/29/2016 --4.78 0.00 94.93
6/20/2018
7/21/2018
8/7/2018 --1.96 0.00 97.75
1/23/2019
5/28/2019
7/8/2019
11/20/2019 --1.98 0.00 97.73
3/19/2020
5/14/2020 --3.86 0.00 95.85
6/29/2020
9/14/2020 --4.30 0.00 95.41
11/18/2020 --2.17 0.00 97.54
12/29/2020
3/15/2021 --3.79 0.00 95.92
6/8/2021 --1.48 0.00 98.23
10/6/2021 --4.91 0.00 94.80
12/29/2021 --5.09 0.00 94.62
4/27/2022 --4.84 0.00 94.87
8/9/2022 --2.83 0.00 96.88
10/19/2022 --5.02 0.00 94.69
Unable to locate
Not Gauged
Not Found
Unable to locate
Unable to locate
Unable to locate
Not Found
Not Gauged
MW-14R 4.0-14.0 99.71
Well No.
Well
Screen
Interval
(ft,bgs)
Top of
Casing
Elevation
(ft)
Measurement
Date
Depth to Free
Product (ft,
TOC)
Depth to
Groundwater
(ft, TOC)
Free
Product
Thickness
(ft)
Adjusted
Groundwater
Elevation (ft)
TABLE 4
SUMMARY OF RECENT GROUNDWATER ELEVATION DATA
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
115 US Hwy 117 South
12/19/2014 2.79 3.08 0.29 97.70
1/22/2015 2.30 2.42 0.12 97.99
2/4/2015 2.30 2.39 0.09 98.02
3/10/2015 --2.22 0.00 96.47
4/2/2015 --2.29 0.00 96.40
4/27/2015 --2.46 0.00 96.23
5/20/2015 --2.22 0.00 96.47
7/2/2015 --2.45 0.00 96.24
8/14/2015 --2.06 0.00 96.63
9/4/2015 --2.12 0.00 96.57
4/19/2016 2.75 2.76 0.01 97.99
4/29/2016 --2.65 0.00 96.04
5/25/2016 --2.06 0.00 96.63
6/16/2016 --2.05 0.00 96.64
6/20/2018 --2.14 0.00 96.55
7/21/2018 --2.45 0.00 96.24
8/7/2018 --1.64 0.00 97.05
1/23/2019 --2.61 0.00 96.08
5/28/2019 --3.07 0.00 95.62
7/8/2019 --3.32 0.00 95.37
9/10/2019 --1.93 0.00 96.76
10/9/2019 3.11 3.14 0.03 97.88
11/20/2019 --2.58 0.00 96.11
3/19/2020 --2.20 0.00 96.49
5/14/2020 --2.53 0.00 96.16
6/29/2020 1.90 2.00 0.10 96.76
9/14/2020 2.24 2.27 0.03 96.44
11/18/2020 2.24 2.70 0.46 96.33
12/29/2020 --2.53 0.00 96.16
3/15/2021 --2.80 0.00 95.89
6/8/2021 --2.41 0.00 96.28
10/6/2021 --3.48 0.00 95.21
12/29/2021 --4.18 0.00 94.51
4/27/2022 --3.12 0.00 95.57
8/9/2022 --2.82 0.00 95.87
10/19/2022 --3.34 0.00 95.35
MW-16 2.0-12.0 98.69
Well No.
Well
Screen
Interval
(ft,bgs)
Top of
Casing
Elevation
(ft)
Measurement
Date
Depth to Free
Product (ft,
TOC)
Depth to
Groundwater
(ft, TOC)
Free
Product
Thickness
(ft)
Adjusted
Groundwater
Elevation (ft)
TABLE 4
SUMMARY OF RECENT GROUNDWATER ELEVATION DATA
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
115 US Hwy 117 South
12/19/2014 --3.65 0.00 95.15
1/22/2015 --3.27 0.00 95.53
2/4/2015 --3.29 0.00 95.51
3/10/2015 --2.69 0.00 96.11
4/2/2015 --3.06 0.00 95.74
4/27/2015 --2.44 0.00 96.36
5/20/2015 --1.85 0.00 96.95
7/2/2015 2.02 2.04 0.02 96.77
8/14/2015 --2.81 0.00 95.99
9/4/2015 --2.58 0.00 96.22
4/19/2016 3.05 3.08 0.03 95.74
4/29/2016 --2.98 0.00 95.82
5/25/2016 --2.90 0.00 95.90
6/16/2016 1.70 1.71 0.01 97.09
6/20/2018 2.01 2.03 0.02 96.78
7/21/2018 --2.30 0.00 96.50
8/7/2018 --2.45 0.00 96.35
1/23/2019 --2.36 0.00 96.44
5/28/2019 --2.99 0.00 95.81
7/8/2019 --1.29 0.00 97.51
9/10/2019 --2.99 0.00 95.81
10/9/2019 2.81 2.84 0.03 95.98
11/20/2019 --4.48 0.00 94.32
3/19/2020 --3.15 0.00 95.65
5/14/2020 2.66 2.68 0.02 96.13
6/29/2020 1.52 2.00 0.48 97.16
9/14/2020 2.37 2.75 0.38 96.33
11/18/2020 2.93 3.32 0.39 95.77
12/29/2020 3.65 3.71 0.06 95.13
3/15/2021 --3.10 0.00 95.70
6/8/2021 --3.35 0.00 95.45
10/6/2021 --3.35 0.00 95.45
12/29/2021 --4.62 0.00 94.18
4/27/2022 --3.26 0.00 95.54
8/9/2022 --2.56 0.00 96.24
10/19/2022 --3.35 0.00 95.45
MW-17 2.0-12.0 98.80
Well No.
Well
Screen
Interval
(ft,bgs)
Top of
Casing
Elevation
(ft)
Measurement
Date
Depth to Free
Product (ft,
TOC)
Depth to
Groundwater
(ft, TOC)
Free
Product
Thickness
(ft)
Adjusted
Groundwater
Elevation (ft)
TABLE 4
SUMMARY OF RECENT GROUNDWATER ELEVATION DATA
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
115 US Hwy 117 South
4/29/2016 --2.34 0.00 96.16
6/20/2018 --2.71 0.00 95.79
7/21/2018 --2.15 0.00 96.35
8/7/2018 --0.98 0.00 97.52
1/23/2019 --2.28 0.00 96.22
5/28/2019 --2.75 0.00 95.75
7/8/2019 --3.03 0.00 95.47
9/10/2019 --1.55 0.00 96.95
11/20/2019 --2.37 0.00 96.13
3/19/2020 --1.94 0.00 96.56
5/14/2020 --2.19 0.00 96.31
6/29/2020 --1.42 0.00 97.08
9/14/2020 --1.80 0.00 96.70
11/18/2020 --2.10 0.00 96.40
12/29/2020 --2.20 0.00 96.30
3/15/2021 --2.35 0.00 96.15
6/8/2021 --2.23 0.00 96.27
10/6/2021 --2.74 0.00 95.76
12/29/2021 --3.72 0.00 94.78
4/27/2022 --2.35 0.00 96.15
8/9/2022 --2.85 0.00 95.65
10/19/2022 --2.67 0.00 95.83
MW-18 2.0-12.0 98.50
Well No.
Well
Screen
Interval
(ft,bgs)
Top of
Casing
Elevation
(ft)
Measurement
Date
Depth to Free
Product (ft,
TOC)
Depth to
Groundwater
(ft, TOC)
Free
Product
Thickness
(ft)
Adjusted
Groundwater
Elevation (ft)
TABLE 4
SUMMARY OF RECENT GROUNDWATER ELEVATION DATA
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
115 US Hwy 117 South
12/19/2014 --9.50 0.00 89.27
1/22/2015 --3.34 0.00 95.43
2/4/2015 --3.36 0.00 95.41
3/10/2015 --3.39 0.00 95.38
4/2/2015 --2.86 0.00 95.91
4/27/2015 --2.97 0.00 95.80
5/20/2015 --2.83 0.00 95.94
7/2/2015 --2.90 0.00 95.87
8/14/2015 --2.66 0.00 96.11
9/4/2015 --2.64 0.00 96.13
4/19/2016 --3.26 0.00 95.51
4/29/2016 --3.38 0.00 95.39
5/25/2016 --3.11 0.00 95.66
6/16/2016 --3.02 0.00 95.75
6/20/2018 --2.87 0.00 95.90
7/21/2018 --2.70 0.00 96.07
8/7/2018 --2.45 0.00 96.32
1/23/2019 --1.93 0.00 96.84
5/28/2019 --2.96 0.00 95.81
7/8/2019 --3.80 0.00 94.97
9/10/2019 --2.74 0.00 96.03
11/20/2019 --3.34 0.00 95.43
3/19/2020 --2.92 0.00 95.85
5/14/2020 --2.56 0.00 96.21
6/29/2020 --1.78 0.00 96.99
9/14/2020 --2.34 0.00 96.43
11/18/2020 2.45 2.47 0.02 96.32
12/29/2020 --2.83 0.00 95.94
3/15/2021 --3.09 0.00 95.68
6/8/2021 --3.08 0.00 95.69
10/6/2021 --2.99 0.00 95.78
12/29/2021 --4.16 0.00 94.61
4/27/2022 --3.17 0.00 95.60
8/9/2022 --2.92 0.00 95.85
10/19/2022 --2.91 0.00 95.86
MW-19 2.0-12.0 98.77
Well No.
Well
Screen
Interval
(ft,bgs)
Top of
Casing
Elevation
(ft)
Measurement
Date
Depth to Free
Product (ft,
TOC)
Depth to
Groundwater
(ft, TOC)
Free
Product
Thickness
(ft)
Adjusted
Groundwater
Elevation (ft)
TABLE 4
SUMMARY OF RECENT GROUNDWATER ELEVATION DATA
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
115 US Hwy 117 South
12/19/2014 --9.77 0.00 88.90
1/22/2015 --3.76 0.00 94.91
2/4/2015 --3.16 0.00 95.51
3/10/2015 --2.82 0.00 95.85
4/2/2015 --2.85 0.00 95.82
4/27/2015 --2.84 0.00 95.83
5/20/2015 --2.99 0.00 95.68
7/2/2015 --3.05 0.00 95.62
8/14/2015 --2.91 0.00 95.76
9/4/2015 --2.99 0.00 95.68
4/19/2016 --3.11 0.00 95.56
4/29/2016 --3.19 0.00 95.48
5/25/2016 --2.79 0.00 95.88
6/16/2016 --2.61 0.00 96.06
6/20/2018 --2.98 0.00 95.69
7/21/2018 --2.97 0.00 95.70
8/7/2018 --2.55 0.00 96.12
1/23/2019 --2.20 0.00 96.47
5/28/2019 --2.78 0.00 95.89
7/8/2019 --3.30 0.00 95.37
9/10/2019 --2.56 0.00 96.11
11/20/2019 --2.61 0.00 96.06
3/19/2020 --2.80 0.00 95.87
5/14/2020 --2.47 0.00 96.20
6/29/2020 --1.78 0.00 96.89
9/14/2020 --2.43 0.00 96.24
11/18/2020 --2.45 0.00 96.22
12/29/2020 --2.29 0.00 96.38
3/15/2021 --2.82 0.00 95.85
6/8/2021 --2.63 0.00 96.04
10/6/2021 --2.99 0.00 95.68
12/29/2021 --3.98 0.00 94.69
4/27/2022 --2.93 0.00 95.74
8/9/2022 --2.96 0.00 95.71
10/19/2022 --2.98 0.00 95.69
MW-20 2.0-12.0 98.67
Well No.
Well
Screen
Interval
(ft,bgs)
Top of
Casing
Elevation
(ft)
Measurement
Date
Depth to Free
Product (ft,
TOC)
Depth to
Groundwater
(ft, TOC)
Free
Product
Thickness
(ft)
Adjusted
Groundwater
Elevation (ft)
TABLE 4
SUMMARY OF RECENT GROUNDWATER ELEVATION DATA
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
115 US Hwy 117 South
12/19/2014 --2.79 0.00 95.96
1/22/2015 --2.47 0.00 96.28
2/4/2015 --2.36 0.00 96.39
3/10/2015 --2.26 0.00 96.49
4/2/2015 --2.35 0.00 96.40
4/27/2015 --2.56 0.00 96.19
5/20/2015 --2.42 0.00 96.33
7/2/2015 --2.59 0.00 96.16
8/14/2015 --2.20 0.00 96.55
9/4/2015 --2.23 0.00 96.52
4/19/2016 --2.88 0.00 95.87
4/29/2016 --2.71 0.00 96.04
5/25/2016 --2.50 0.00 96.25
6/16/2016 --2.48 0.00 96.27
6/20/2018 --2.83 0.00 95.92
7/21/2018 --2.84 0.00 95.91
8/7/2018 --2.31 0.00 96.44
1/23/2019 --2.04 0.00 96.71
5/28/2019 --3.03 0.00 95.72
7/8/2019 --3.58 0.00 95.17
9/10/2019 -2.45 0.00 96.30
11/20/2019 --2.56 0.00 96.19
3/19/2020 --2.62 0.00 96.13
5/14/2020 --2.68 0.00 96.07
6/29/2020 3.11 3.12 0.01 95.64
9/14/2020 --2.62 0.00 96.13
11/18/2020 2.41 2.44 0.03 96.33
12/29/2020 2.52 2.57 0.05 96.22
3/15/2021 --2.88 0.00 95.87
6/8/2021 --2.46 0.00 96.29
10/6/2021 --3.95 0.00 94.80
12/29/2021 --3.99 0.00 94.76
4/27/2022 --3.82 0.00 94.93
8/9/2022 --2.88 0.00 95.87
10/19/2022 --3.76 0.00 94.99
MW-21 2.0-12.0 98.75
Well No.
Well
Screen
Interval
(ft,bgs)
Top of
Casing
Elevation
(ft)
Measurement
Date
Depth to Free
Product (ft,
TOC)
Depth to
Groundwater
(ft, TOC)
Free
Product
Thickness
(ft)
Adjusted
Groundwater
Elevation (ft)
TABLE 4
SUMMARY OF RECENT GROUNDWATER ELEVATION DATA
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
115 US Hwy 117 South
6/29/2020 --1.40 0.00 98.80
9/14/2020
11/18/2020 --1.13 0.00 99.07
12/29/2020 --1.22 0.00 98.98
3/15/2021 --1.83 0.00 98.37
6/8/2021 --0.40 0.00 99.80
10/6/2021 --1.11 0.00 99.09
12/29/2021 --1.58 0.00 98.62
4/27/2022 --2.08 0.00 98.12
8/9/2022 --2.12 0.00 98.08
10/19/2022 --2.38 0.00 97.82
6/29/2020 --1.98 0.00 96.78
9/14/2020
11/18/2020 --2.05 0.00 96.71
12/29/2020 --2.09 0.00 96.67
3/15/2021 --1.60 0.00 97.16
6/8/2021 --2.92 0.00 95.84
10/6/2021 --4.15 0.00 94.61
12/29/2021 --4.31 0.00 94.45
4/27/2022
8/9/2022 --4.09 0.00 94.67
10/19/2022 --4.08 0.00 94.68
4/29/2016 --14.81 0.00 84.39
8/7/2018 --3.35 0.00 95.85
7/8/2019 --17.84 0.00 81.36
9/10/2019 --14.73 0.00 84.47
11/20/2019 --15.05 0.00 84.15
3/19/2020
5/14/2020 --14.41 0.00 84.79
6/29/2020
9/14/2020 --14.93 0.00 84.27
11/18/2020 --13.42 0.00 85.78
12/29/2020
3/15/2021 --13.88 0.00 85.32
6/8/2021 --15.18 0.00 84.02
10/6/2021 --16.41 0.00 82.79
12/29/2021 --17.39 0.00 81.81
4/27/2022 --15.36 0.00 83.84
8/9/2022 --17.39 0.00 81.81
10/19/2022 --16.38 0.00 82.82
Not Gauged
Not Gauged
Not gauged
Not gauged
Not Gauged
MW-22 2.0-12.0 100.20
Not gauged
MW-23 2.0-12.0 98.76
TW-1 20.0-25.0 99.20
Well No.
Well
Screen
Interval
(ft,bgs)
Top of
Casing
Elevation
(ft)
Measurement
Date
Depth to Free
Product (ft,
TOC)
Depth to
Groundwater
(ft, TOC)
Free
Product
Thickness
(ft)
Adjusted
Groundwater
Elevation (ft)
TABLE 4
SUMMARY OF RECENT GROUNDWATER ELEVATION DATA
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
115 US Hwy 117 South
4/29/2016 --15.83 0.00 82.41
8/7/2018 --15.11 0.00 83.13
7/8/2019 --18.74 0.00 79.50
9/10/2019 --15.49 0.00 82.75
11/20/2019 --15.67 0.00 82.57
3/19/2020
5/14/2020 --15.61 0.00 82.63
6/29/2020
9/14/2020 --15.84 0.00 82.89
11/18/2020 --15.35 0.00 82.89
12/29/2020
3/15/2021 --14.90 0.00 83.34
6/8/2021 --15.90 0.00 82.34
10/6/2021 --17.09 0.00 81.15
12/29/2021 --17.79 0.00 80.45
4/27/2022 --16.75 0.00 81.49
8/9/2022 --18.28 0.00 79.96
10/19/2022 --17.32 0.00 80.92
9/14/2020
11/18/2020 --3.50 0.00 NA
12/29/2020
3/15/2021 --3.46 0.00 NA
6/8/2021 --3.81 0.00 NA
10/6/2021 --3.42 0.00 NA
12/29/2021 --4.33 0.00 NA
4/27/2022 --3.71 0.00 NA
8/9/2022 --2.19 0.00 NA
10/19/2022 --3.65 0.00 NA
Not Gauged
Not Gauged
Not gauged
Not Gauged
Not gauged
DW-1 30.0-35.0 98.24
RW-3 NA NA
Well No.
Well
Screen
Interval
(ft,bgs)
Top of
Casing
Elevation
(ft)
Measurement
Date
Depth to Free
Product (ft,
TOC)
Depth to
Groundwater
(ft, TOC)
Free
Product
Thickness
(ft)
Adjusted
Groundwater
Elevation (ft)
TABLE 4
SUMMARY OF RECENT GROUNDWATER ELEVATION DATA
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
115 US Hwy 117 South
12/19/2014 --2.93 0.00 95.95
5/20/2015 --2.23 0.00 96.65
4/29/2016 --2.73 0.00 96.15
6/20/2018 --2.25 0.00 96.63
7/21/2018 --2.75 0.00 96.13
8/7/2018 --1.75 0.00 97.13
1/23/2019 --2.69 0.00 96.19
5/28/2019 --3.16 0.00 95.72
7/8/2019 --3.43 0.00 95.45
9/10/2019 --1.95 0.00 96.93
11/20/2019 --2.78 0.00 96.10
3/19/2020
5/14/2020 --2.53 0.00 96.35
6/29/2020 --1.75 0.00 97.13
9/14/2020 --2.20 0.00 96.68
11/18/2020 --2.50 0.00 96.38
12/29/2020 --2.60 0.00 96.28
3/15/2021 --2.77 0.00 96.11
6/8/2021 --2.58 0.00 96.30
10/6/2021 --3.14 0.00 95.74
12/29/2021 --4.11 0.00 94.77
4/27/2022 --2.71 0.00 96.17
8/9/2022 --2.72 0.00 96.16
10/19/2022 --3.13 0.00 95.75
Not GaugedRW-6 2.0-17.0 98.88
Well No.
Well
Screen
Interval
(ft,bgs)
Top of
Casing
Elevation
(ft)
Measurement
Date
Depth to Free
Product (ft,
TOC)
Depth to
Groundwater
(ft, TOC)
Free
Product
Thickness
(ft)
Adjusted
Groundwater
Elevation (ft)
TABLE 4
SUMMARY OF RECENT GROUNDWATER ELEVATION DATA
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
115 US Hwy 117 South
12/19/2014 --2.65 0.00 95.99
1/22/2015 --2.04 0.00 96.60
2/4/2015 --2.15 0.00 96.49
3/10/2015 --1.93 0.00 96.71
4/2/2015 --1.94 0.00 96.70
4/27/2015 --2.15 0.00 96.49
5/20/2015 --1.89 0.00 96.75
7/2/2015 --2.14 0.00 96.50
8/14/2015 --2.92 0.00 95.72
9/4/2015 --1.76 0.00 96.88
4/19/2016 --2.53 0.00 96.11
4/29/2016 --2.39 0.00 96.25
5/25/2016 --1.80 0.00 96.84
6/16/2016 --1.87 0.00 96.77
6/20/2018 --2.00 0.00 96.64
7/21/2018 --2.09 0.00 96.55
8/7/2018 --1.45 0.00 97.19
1/23/2019 --1.42 0.00 97.22
5/28/2019 --2.84 0.00 95.80
7/8/2019 --3.10 0.00 95.54
9/10/2019 --2.13 0.00 96.51
11/20/2019 --2.28 0.00 96.36
3/19/2020
5/14/2020 --2.82 0.00 95.82
6/29/2020 --2.09 0.00 96.55
9/14/2020 --1.65 0.00 96.99
11/18/2020 --2.31 0.00 96.33
12/29/2020 --2.28 0.00 96.36
3/15/2021 --2.40 0.00 96.24
6/8/2021 --2.30 0.00 96.34
10/6/2021 --2.22 0.00 96.42
12/29/2021 --3.79 0.00 94.85
4/27/2022 --2.78 0.00 95.86
8/9/2022 --2.28 0.00 96.36
10/19/2022 --2.48 0.00 96.16
Notes:
-The depth to water and depth to free product were measured from the top-of-casing.
-Adjusted groundwater elevations are based on top-of-casing elevations minus the depth to water, where
- '--' denotes free product was not detected in monitoring well at this time.
-NA denotes information not available.
- ft, bgs denotes feet, below ground surface
- ft, TOC denotes feet from well top of casing
-Adjusted groundwater elevations are based on top-of-casing elevations minus the depth to water, where
Depth to water has been adjusted due to presence of free product using the following formula's:
DTW-DTP=X0 ; (75%)(X0) = X1 ; DTW-X1 = DTWADJ
Not Gauged
RW-7 2.0-17.0 98.64
(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)
1 70 70 0.4 70 600 70 20 6 70 600 400 400 500 40 128 10 40 4,000 47
5,000 5,900 8,800 400 70,000 80,000 30,500 20,000 6,000 26,100 260,000 28,500 24,100 50,000 40,000 12,800 10,000 40,000 4,000,000 47,000
4/29/2016 1,500 NA NA NA 15J 1,500 NA 52 560 NA 43 NA NA 2,800 NA NA NA NA NA NA
8/7/2018 852 NA NA NA <2.5 577 NA 54.2 493 NA 7.1 NA NA 13.7 NA NA NA NA NA NA
7/9/2019 149 NA NA NA <1.0 168 NA <1.0 125 NA 2.7 NA NA 102 NA NA NA NA NA NA
11/20/2019 288 NA NA NA <1.2 319 NA <1.2 218 NA 6.3 NA NA 219 NA NA <50.0 NA NA NA
6/30/2020 771 <5.0 <5.0 <5.0 <5.0 675 74.6 24.6 995 254 33.4 1,690 825 2,062.6 <1,000 <100 1,040 <200 <2,000 <100
12/29/2020 89 <10 49 <10 <10 240 50.0 <10 450 170 <10 1,400 1,000 845 <400 <200 <400 <100 <2,000 <20
6/8/2021
12/29/2021 760 83 37 <10 <10 530 76 20 540 220 8.7 J 290 410 190 NA NA NA NA NA NA
4/27/2022 140 140 66 <10 <10 330 100 <10 430 320 <10 320 500 170 <200 <100 <200 <50 <1,000 <10
10/20/2022 705 65.6 17.4 <1.00 3.37 298 54.8 12.8 287 126 6.74 65.7 155 90.45 268 <1.00 334 <10.0 32.5 J 5.95
4/29/2016 440 NA NA NA 9.5J 1,700 NA 59 670 NA 2,900 NA NA 4,800 NA NA NA NA NA NA
8/7/2018 133 NA NA NA <1.2 371 NA 61.7 391 NA 122 NA NA 647 NA NA NA NA NA NA
7/9/2019 99.6 NA NA NA 4.5 369 NA 35.6 414 NA 10.6 NA NA 316 NA NA NA NA NA NA
11/20/2019 281 NA NA NA <1.2 303 NA 2.9 204 NA 4.2 NA NA 210 NA NA <50.0 NA NA NA
6/30/2020 154 26.3 <2.5 <2.5 <2.5 747 89.0 26.8 505 292 467 379 190 1,563 561 <50.0 568 <100 <1,000 <50.0
12/29/2020 72 17.0 14 <2.5 <2.5 280 84.0 22.0 240 200 84 81 68 332 510 <50 630 <25 <500 12
6/8/2021 110 <2.0 <2.0 <2.0 <2.0 587 84.9 22.0 451 268 113 195 <2.0 837 434 <40.0 386 <200 <800 <40.0
12/29/2021 64 31 14 <2.5 4.1 180 74 31 310 260 5.3 6.2 40 90 NA NA NA NA NA NA
4/27/2022 90 23 17 <10 <10 700 84 15 470 260 190 310 190 1,060 310 <50 280 <25 <500 <5.4
10/20/2022 34.4 17.0 9.96 <2.00 6.04 81.6 54.8 43.8 295 150 4.17 2.07 16.8 21.17 565 <2.00 611 <20.0 103 J 6.16
4/29/2016 1.3 NA NA NA <5.0 <1.0 NA 7.7 <5.0 NA 0.67J NA NA 4.0 NA NA NA NA NA NA
8/7/2018 <0.50 NA NA NA <0.50 <0.50 NA 0.76 <2.0 NA <0.50 NA NA <1.5 NA NA NA NA NA NA
7/9/2019 <0.50 NA NA NA <0.50 <0.50 NA 0.59 <2.0 NA 0.94 NA NA <1.5 NA NA NA NA NA NA
11/20/2019 154 NA NA NA <5.0 27.5 NA <5.0 114 NA <5.0 NA NA <15.0 NA NA 9,930 NA NA NA
6/29/2020 <10.0 <10.0 <10.0 <10.0 <10.0 10.8 14 23.6 62.5 24.2 <10.0 <10.0 <10.0 <30.0 <2,000 <200 26,300 <400 <4,000 <200
12/29/2020 <0.50 <0.50 0.51 <0.50 <0.50 <0.50 1.0 2.3 0.41 J 1.8 <0.50 <0.50 0.58 0.48 J <20 <10 <20 <5.0 <100 0.42 J
6/9/2021 <0.50 <0.50 0.86 <0.50 <0.50 <0.50 2.8 2.2 <2.0 3.4 0.69 <0.50 <0.50 0.48 J <100 <10.0 <50.0 <50.0 <200 <10.0
12/29/2021 <0.50 0.78 1.4 <0.50 <0.50 <0.50 3.3 1.0 0.71 5.1 0.55 <0.50 <0.50 1.65 NA NA NA NA NA NA
4/27/2022 <0.50 0.42 J 0.75 <0.50 <0.50 <0.50 3.9 2.1 <0.50 4.9 0.89 <0.50 <0.50 <1.0 <20 <10 10 J <5.0 <100 0.41 J
10/20/2022 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 1.41 1.60 <5.00 2.01 1.53 <1.00 <1.00 <10.0 6.58 J <1.00 6.33 J <10.0 123 <1.00
Sample
Location Sample Date
1,2,4-Trimethyl
benzene1,2-DCA
TABLE 5
SUMMARY OF RECENT GROUNDWATER ANALYTICAL DATA
GPM 3059 (Former Scotchman #59)
115 US Hwy 117 South
Burgaw, Pender County, North Carolina
TBFBenzeneDIPENaph
thalene TAA TAME TBA ETBEEthanoln-Butyl
benzene
sec-Butyl
benzene
Isopropyl
benzene
n-Propyl
benzene
1,3,5-Trimethyl
benzeneToluene
GCLs
2L Standards
Ethyl
benzene XylenesMTBE
Not sampled due to the presence of free product.
MW-2R
MW-3
MW-5R
(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)
1 70 70 0.4 70 600 70 20 6 70 600 400 400 500 40 128 10 40 4,000 47
5,000 5,900 8,800 400 70,000 80,000 30,500 20,000 6,000 26,100 260,000 28,500 24,100 50,000 40,000 12,800 10,000 40,000 4,000,000 47,000
Sample
Location Sample Date
1,2,4-Trimethyl
benzene1,2-DCA
TABLE 5
SUMMARY OF RECENT GROUNDWATER ANALYTICAL DATA
GPM 3059 (Former Scotchman #59)
115 US Hwy 117 South
Burgaw, Pender County, North Carolina
TBFBenzeneDIPENaph
thalene TAA TAME TBA ETBEEthanoln-Butyl
benzene
sec-Butyl
benzene
Isopropyl
benzene
n-Propyl
benzene
1,3,5-Trimethyl
benzeneToluene
GCLs
2L Standards
Ethyl
benzene XylenesMTBE
4/29/2016 4,800 NA NA NA <50 1,700 NA <50 480 NA 45 NA NA 700 NA NA NA NA NA NA
8/7/2018 1,710 NA NA NA <5.0 625 NA 5.0 426 NA 9.3 NA NA <15.0 NA NA NA NA NA NA
7/9/2019 1,040 NA NA NA <5.0 687 NA <5.0 340 NA 18.8 NA NA 26.5 NA NA NA NA NA NA
11/20/2019 66.7 NA NA NA <0.50 72.5 NA <0.50 19.9 NA 1.2 NA NA 1.1 NA NA <20.0 NA NA NA
6/29/2020 658 <2.5 <2.5 <2.5 <2.5 380 27.0 <2.5 229 68.3 <2.5 <2.5 <2.5 24.3 <500 <50.0 <100 <100 <1,000 <50.0
12/29/2020 300 8.5 4.4 <2.5 <2.5 170 23.0 <2.5 190 68.0 5.3 3.7 5.2 6.5 240 <50 <100 <25 <500 <5.0
6/9/2021 216 <1.0 <1.0 <1.0 <1.0 65.1 17.6 <1.0 141 48.6 4.1 <1.0 <1.0 4.4 201 <20.0 <100 <100 <400 <20.0
12/29/2021 450 7.4 5.1 <2.5 <2.5 82 33 <2.5 230 100 7.8 2.7 3.9 8.1 NA NA NA NA NA NA
4/27/2022 410 8.0 5.6 <2.5 <2.5 80 37 2.3 J 230 98 7.3 <2.5 3.5 7.6 900 <10 71 <5.0 <100 <1.0
10/20/2022 454 6.51 4.59 J <5.00 <5.00 124 34.9 <5.00 305 100 10.4 <5.00 <5.00 10.4 J 522 <5.00 65.2 <50.0 364 J <5.00
4/29/2016 0.78 NA NA NA 1.9J <1.0 NA 6.0 <5.0 NA <1.0 NA NA <3.0 NA NA NA NA NA NA
8/7/2018
7/9/2019
11/20/2019
12/29/2020
6/9/2021 0.71 5.8 9.7 <0.50 6.1 0.35 J 20.6 7.9 <2.0 29.70 <0.50 2.0 1.4 <1.0 764 <10.0 1,130 <50.0 <200 16.8
12/29/2021
4/27/2022
10/19/2022
4/29/2016 <0.50 NA NA NA <5.0 <1.0 NA <5.0 <5.0 NA <1.0 NA NA <3.0 NA NA NA NA NA NA
8/7/2018 <0.50 NA NA NA <0.50 <0.50 NA <0.50 <2.0 NA <0.50 NA NA <1.5 NA NA NA NA NA NA
7/9/2019
11/20/2019
6/30/2020
12/29/2020
6/8/2021
12/29/2021
4/27/2022
10/19/2022
Well Not Located
Well Not Located
Unable to sample-blocked
Not Requested
Well Not Located
Well Not Located
Not Requested
Well Not Located
Not Requested
Not Requested
Well Not Located
Not Requested
Unable to sample-blocked
MW-6R
MW-7
MW-8
Not Requested
Well Not Located
(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)
1 70 70 0.4 70 600 70 20 6 70 600 400 400 500 40 128 10 40 4,000 47
5,000 5,900 8,800 400 70,000 80,000 30,500 20,000 6,000 26,100 260,000 28,500 24,100 50,000 40,000 12,800 10,000 40,000 4,000,000 47,000
Sample
Location Sample Date
1,2,4-Trimethyl
benzene1,2-DCA
TABLE 5
SUMMARY OF RECENT GROUNDWATER ANALYTICAL DATA
GPM 3059 (Former Scotchman #59)
115 US Hwy 117 South
Burgaw, Pender County, North Carolina
TBFBenzeneDIPENaph
thalene TAA TAME TBA ETBEEthanoln-Butyl
benzene
sec-Butyl
benzene
Isopropyl
benzene
n-Propyl
benzene
1,3,5-Trimethyl
benzeneToluene
GCLs
2L Standards
Ethyl
benzene XylenesMTBE
4/29/2016 <0.50 NA NA NA <5.0 <1.0 NA <5.0 <5.0 NA <1.0 NA NA <3.0 NA NA NA NA NA NA
8/7/2018 <0.50 NA NA NA <0.50 <0.50 NA <0.50 <2.0 NA <0.50 NA NA <1.5 NA NA NA NA NA NA
7/9/2019
11/20/2019
6/30/2020
12/29/2020
6/8/2021
12/29/2021
4/27/2022
10/19/2022
4/29/2016 <0.50 NA NA NA <5.0 <1.0 NA <5.0 <5.0 NA <1.0 NA NA <3.0 NA NA NA NA NA NA
8/7/2018 <0.50 NA NA NA <0.50 <0.50 NA <0.50 <2.0 NA <0.50 NA NA <1.5 NA NA NA NA NA NA
7/9/2019 <0.50 NA NA NA <0.50 <0.50 NA <0.50 <2.0 NA <0.50 NA NA <1.5 NA NA NA NA NA NA
11/21/2019 <0.50 NA NA NA <0.50 <0.50 NA <0.50 <2.0 NA <0.50 NA NA <1.5 NA NA <20.0 NA NA NA
6/30/2020
12/29/2020
6/8/2021
12/29/2021
4/27/2022
10/19/2022
4/29/2016 1,000 NA NA NA <50 2,200 NA 240 810 NA 230 NA NA 5,700 NA NA NA NA NA NA
8/7/2018 <0.50 NA NA NA <0.50 <0.50 NA 8.1 <2.0 NA <0.50 NA NA <1.5 NA NA NA NA NA NA
7/9/2019 0.58 NA NA NA 0.79 <0.50 NA 28.4 <2.0 NA <0.50 NA NA <1.5 NA NA NA NA NA NA
11/20/2019 <0.50 NA NA NA <0.50 <0.50 NA <0.50 <2.0 NA <0.50 NA NA <1.5 NA NA <20.0 NA NA NA
6/30/2020
12/29/2020
6/8/2021
12/29/2021
4/27/2022
10/19/2022
Not Requested
Not Requested
Not Requested
Unable to sample-blocked
Unable to sample-blocked
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
MW-9
MW-10
MW-11
Not Requested
Not Requested
Not Requested
(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)
1 70 70 0.4 70 600 70 20 6 70 600 400 400 500 40 128 10 40 4,000 47
5,000 5,900 8,800 400 70,000 80,000 30,500 20,000 6,000 26,100 260,000 28,500 24,100 50,000 40,000 12,800 10,000 40,000 4,000,000 47,000
Sample
Location Sample Date
1,2,4-Trimethyl
benzene1,2-DCA
TABLE 5
SUMMARY OF RECENT GROUNDWATER ANALYTICAL DATA
GPM 3059 (Former Scotchman #59)
115 US Hwy 117 South
Burgaw, Pender County, North Carolina
TBFBenzeneDIPENaph
thalene TAA TAME TBA ETBEEthanoln-Butyl
benzene
sec-Butyl
benzene
Isopropyl
benzene
n-Propyl
benzene
1,3,5-Trimethyl
benzeneToluene
GCLs
2L Standards
Ethyl
benzene XylenesMTBE
4/29/2016 730 NA NA NA <50 2,700 NA 32 910 NA 2,300 NA NA 8,500 NA NA NA NA NA NA
8/7/2018 265 NA NA NA <2.5 944 NA 16.4 401 NA 104 NA NA 676 NA NA NA NA NA NA
7/9/2019 248 NA NA NA <2.5 800 NA <2.5 341 NA 26.2 NA NA 532 NA NA NA NA NA NA
11/21/2019 331 NA NA NA <5.0 1,470 NA 15.2 676 NA 367 NA NA 3,468 NA NA <200 NA NA NA
6/30/2020 263 <2.5 <2.5 <2.5 <2.5 895 99.1 13.1 492 202 158 805 198 1,669 719 <50.0 <100 <100 <1,000 <50.0
12/29/2020 340 <25 <25 <25 <25 1,700 120 <25 650 250 400 1,900 490 4,100 410 J <500 <1,000 <250 <5,000 <50
6/9/2021 145 <2.5 <2.5 <2.5 <2.5 581 61.1 6.0 257 119 38.4 480 124 807 323 J <50.0 <250 <250 <1,000 <50.0
12/29/2021 190 8.9 J <10 <1.0 <10 600 53 8.9 J 180 97 140 520 110 1,060 NA NA NA NA NA NA
4/27/2022 200 <25 <25 <25 <25 1,600 150 <25 670 280 130 1,600 410 2,800 <400 <200 <400 <100 <2,000 <20
10/20/2022 498 92.1 29.6 <10.0 <10.0 1,300 111 62.5 657 335 21.2 1,960 698 2,918.4 565 <10.0 930 <100 455 J 11.3
4/29/2016 <0.50 NA NA NA <5.0 <1.0 NA <5.0 <5.0 NA <1.0 NA NA <3.0 NA NA NA NA NA NA
8/7/2018 <0.50 NA NA NA <0.50 <0.50 NA <0.50 <2.0 NA <0.50 NA NA <1.5 NA NA NA NA NA NA
7/9/2019 <0.50 NA NA NA <0.50 <0.50 NA <0.50 <2.0 NA <0.50 NA NA <1.5 NA NA NA NA NA NA
11/21/2019 <0.50 NA NA NA <0.50 <0.50 NA <0.50 <2.0 NA <0.50 NA NA <1.5 NA NA <20.0 NA NA NA
6/30/2020
12/29/2020
6/8/2021
12/29/2021
4/27/2022
10/19/2022
4/29/2016 <0.50 NA NA NA <5.0 <1.0 NA <5.0 <5.0 NA <1.0 NA NA <3.0 NA NA NA NA NA NA
8/7/2018 <0.50 NA NA NA <0.50 <0.50 NA <0.50 <2.0 NA <0.50 NA NA <1.5 NA NA NA NA NA NA
7/9/2019
11/21/2019 <0.50 NA NA NA <0.50 <0.50 NA <0.50 <2.0 NA <0.50 NA NA <1.5 NA NA <20.0 NA NA NA
6/30/2020
12/29/2020
6/8/2021
12/29/2021
4/27/2022
10/19/2022
Not Requested
Not Requested
Not Requested
Not Requested
Well Not Located
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
MW-12
MW-13
MW-14R
Not Requested
Not Requested
(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)
1 70 70 0.4 70 600 70 20 6 70 600 400 400 500 40 128 10 40 4,000 47
5,000 5,900 8,800 400 70,000 80,000 30,500 20,000 6,000 26,100 260,000 28,500 24,100 50,000 40,000 12,800 10,000 40,000 4,000,000 47,000
Sample
Location Sample Date
1,2,4-Trimethyl
benzene1,2-DCA
TABLE 5
SUMMARY OF RECENT GROUNDWATER ANALYTICAL DATA
GPM 3059 (Former Scotchman #59)
115 US Hwy 117 South
Burgaw, Pender County, North Carolina
TBFBenzeneDIPENaph
thalene TAA TAME TBA ETBEEthanoln-Butyl
benzene
sec-Butyl
benzene
Isopropyl
benzene
n-Propyl
benzene
1,3,5-Trimethyl
benzeneToluene
GCLs
2L Standards
Ethyl
benzene XylenesMTBE
4/29/2016 2,700 NA NA NA 14J 1,800 NA 390 900 NA 190 NA NA 2,600 NA NA NA NA NA NA
8/7/2018 689 NA NA NA <5.0 984 NA 138 239 NA 18.1 NA NA 67.5 NA NA NA NA NA NA
7/9/2019 1,620 NA NA NA <5.0 1,350 NA 189 581 NA 51.4 NA NA 1,068 NA NA NA NA NA NA
11/20/2019 1,160 NA NA NA 9.9 1,100 NA 173 575 NA 40.4 NA NA 920 NA NA <200 NA NA NA
6/30/2020
12/29/2020 1,100 <25 31 <25 <25 1,400 110 140 920 360 170 2,500 850 3,380 530 J <500 1,200 <250 <5,000 40 J
6/8/2021 774 150 <12.5 <12.5 <12.5 1,550 161 95 868 <12.5 120 2,840 1,010 3,430 <2,500 <250 1,200 J <1,250 <5,000 <250
12/29/2021 1,200 180 69 <25 <25 2,000 180 100 910 660 67 3,300 1,200 4,590 NA NA NA NA NA NA
4/27/2022 980 47 J <50 <50 <50 1,400 130 98 730 350 41 J 1,800 680 3,010 850 J <500 1,700 <250 <5,000 40 J
10/20/2022 589 176 52.9 <10.0 4.09 J 1,850 169 66.4 797 572 26.8 2,880 1,010 3,074 442 <10.0 984 <100 876 J 9.72 J
4/29/2016 1,900 NA NA NA 24J 150 NA 110 98 NA 9.8J NA NA 37 NA NA NA NA NA NA
8/7/2018 1,420 NA NA NA <10.0 155 NA 99.7 101 NA <10.0 NA NA <30.0 NA NA NA NA NA NA
7/9/2019 1,220 NA NA NA 10 140 NA 44.8 85.9 NA 21.4 NA NA 67.9 NA NA NA NA NA NA
11/20/2019 2,140 NA NA NA 23.8 286 NA <10.0 127 NA <10.0 NA NA 102 NA NA 21,600 NA NA NA
6/30/2020
12/29/2020
6/8/2021 217 <1.0 <1.0 0.89 J <1.0 150 15.8 82.6 75.7 37.9 4.2 70.4 25.3 117 571 <20.0 691 <100 <400 12.2 J
12/29/2021 2,800 71 58 <25 <25 730 100 52 430 260 24 J 570 320 1,200 NA NA NA NA NA NA
4/27/2022 2,300 81 79 <25 <25 570 96 37 370 260 <25 590 370 960 790 200 4,400 <100 <2,000 <20
10/20/2022 2,600 199 139 <10.0 16 676 138 52.1 318 425 34.2 379 440 617.37 805 <10.0 5,580 <100 799 J 5.93 J
4/29/2016 940 NA NA NA 16J 600 NA 610 380 NA 44 NA NA 940 NA NA NA NA NA NA
8/7/2018 345 NA NA NA <1.0 253 NA 179 152 NA 3.3 NA NA 199 NA NA NA NA NA NA
7/9/2019 110 NA NA NA <0.50 116 NA 57.5 58.6 NA 3.7 NA NA 102.5 NA NA NA NA NA NA
11/20/2019 67.2 NA NA NA <0.50 53.6 NA 22.2 34.3 NA <0.50 NA NA 4.9 NA NA 236 NA NA NA
6/30/2020 435 <2.0 <2.0 <2.0 9 330.0 32.8 183 190 82.3 9.2 220 93.0 347.6 1,150 <40.0 1,110 <80.0 <800 <40.0
12/29/2020 230 <2.5 4.7 2.2 J 4 130 12 96 51 32 8.8 53 33 128.9 480 <50 670 <25 54,000 12
6/9/2021 1,690 71.1 <6.2 <6.2 18 629 103 75 399 268 28.8 885 351 1,540 2,460 <125 20,000 <625 <2,500 <125
12/29/2021 170 4.3 4.7 0.71 6.2 130 19 75 65 49 2.5 36 33 76.6 NA NA NA NA NA NA
4/27/2022 300 11.0 6.6 2.4 J 6.9 260 25 120 98 65 12 91 48 217.4 800 2.6 J 980 <5.0 <100 21
10/20/2022 231 9.84 6.86 <1.0 11.7 188 32.6 97.8 152 77.6 3.68 68.3 49.0 138.94 937 <1.00 1,210 <10.0 97.8 J 21.3
Not sampled due to the presence of free product.
Not sampled due to the presence of free product.
MW-16
MW-17
MW-18
Not sampled due to the presence of free product.
(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)
1 70 70 0.4 70 600 70 20 6 70 600 400 400 500 40 128 10 40 4,000 47
5,000 5,900 8,800 400 70,000 80,000 30,500 20,000 6,000 26,100 260,000 28,500 24,100 50,000 40,000 12,800 10,000 40,000 4,000,000 47,000
Sample
Location Sample Date
1,2,4-Trimethyl
benzene1,2-DCA
TABLE 5
SUMMARY OF RECENT GROUNDWATER ANALYTICAL DATA
GPM 3059 (Former Scotchman #59)
115 US Hwy 117 South
Burgaw, Pender County, North Carolina
TBFBenzeneDIPENaph
thalene TAA TAME TBA ETBEEthanoln-Butyl
benzene
sec-Butyl
benzene
Isopropyl
benzene
n-Propyl
benzene
1,3,5-Trimethyl
benzeneToluene
GCLs
2L Standards
Ethyl
benzene XylenesMTBE
4/29/2016 2,000 NA NA NA 15J 770 NA 1,300 300 NA 200 NA NA 660 NA NA NA NA NA NA
8/7/2018 983 NA NA NA 8.9 501 NA 750 151 NA <2.5 NA NA 280 NA NA NA NA NA NA
7/9/2019 711 NA NA NA <2.5 380 NA 559 171 NA 4.7 NA NA 188 NA NA NA NA NA NA
11/20/2019 549 NA NA NA 10.5 320 NA 430 151 NA 12.1 NA NA 227 NA NA <100 NA NA NA
6/30/2020 239 <1.0 4.8 2.2 5.4 166 22.8 231 87.9 51.0 2.2 21.6 1.8 25 1,400 <20.0 1,130 <40.0 <400 34.5
12/29/2020 270 11 6.0 4.4 6.2 260 26 270 110 63 17 110 19 120 1,500 3.0 J 1,800 <25 <500 40
6/8/2021 237 <1.2 <1.2 1.7 7.9 223 29.3 265 96.5 68.8 3.3 68.9 <1.2 82.3 1,800 <25.0 2,010 <125 <500 43
12/29/2021 250 7.2 6.6 <2.5 7.4 190 28 230 86 71 4.6 61 18 88.5 NA NA NA NA NA NA
4/27/2022 360 15 11 4.3 J 8.1 260 32 290 96 92 7.5 72 26 140 1,600 4.4 J 1,900 <5.0 <100 44
10/20/2022 245 4.64 3.80 <2.00 9.45 148 17.6 227 69.5 39.1 4.23 28.7 11.0 74.4 1,860 5.34 2,210 <20.0 140 J 45.4
4/29/2016 1,200 NA NA NA 25J 120 NA 1,300 57 NA 9.4J NA NA 130 NA NA NA NA NA NA
8/7/2018 1,210 NA NA NA 15.9 677 NA 687 222 NA <5.0 NA NA 329 NA NA NA NA NA NA
7/9/2019 726 NA NA NA 9.8 397 NA 217 209 NA 20.2 NA NA 387 NA NA NA NA NA NA
11/20/2019 931 NA NA NA 16.7 572 NA 375 286 NA 21.2 NA NA 567 NA NA <100 NA NA NA
6/29/2020 461 <2.0 <2.0 <0.50 <2.0 253 42.9 177 144 101 43.6 81.7 <2.0 204 615 <40.0 1,700 <80.0 <800 <40.0
12/29/2020 540 <5.0 6.0 <5.0 11 310 33 260 200 79 14 160 95 184 650 <100 2,300 <50 <1,000 43
6/8/2021 398 <2.0 <2.0 1.3 J 11.8 243 48.9 246 144 115 3.4 46.8 <2.0 68.4 803 <40.0 2,580 <200 <800 42.4
12/29/2021 440 13 8.7 2.3 J 11 330 49 230 130 130 6.5 46 28 93.3 NA NA NA NA NA NA
4/27/2022 390 19 11 <5.0 11 280 52 250 100 160 5.5 18 11 65 740 4.6 J 2,200 <5.0 <100 49
10/20/2022 464 8.36 5.23 <5.00 14.4 275 32.9 229 143 74.9 12.6 29.5 22.9 132.23 795 <5.00 2,790 <50.0 194 J 47.6
4/29/2016 2,300 NA NA NA <50 2,000 NA 630 800 NA 280 NA NA 6,600 NA NA NA NA NA NA
8/7/2018 2,320 NA NA NA <10.0 1,270 NA 467 545 NA 26.0 NA NA 2,550 NA NA NA NA NA NA
7/9/2019 2,380 NA NA NA <10.0 1,270 NA 381 578 NA 48.3 NA NA 2,005 NA NA NA NA NA NA
11/20/2019 3,010 NA NA NA <10.0 2,130 NA 416 1,010 NA 137 NA NA 5,898 NA NA 1,870 NA NA NA
6/30/2020
12/29/2020
6/8/2021
12/29/2021
4/27/2022
10/19/2022
6/29/2020 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <1.50 <100 <10.0 <20.0 <20.0 <200 <10.0
12/29/2020 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.0 <20 <10 <20 <5.0 <100 <1.0
6/8/2021
12/29/2021
4/27/2022
10/19/2022
Not sampled due to the presence of free product.
Not sampled due to the presence of free product.
Not Requested
Not Requested
MW-22
Not Requested
MW-19
MW-20
MW-21
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)
1 70 70 0.4 70 600 70 20 6 70 600 400 400 500 40 128 10 40 4,000 47
5,000 5,900 8,800 400 70,000 80,000 30,500 20,000 6,000 26,100 260,000 28,500 24,100 50,000 40,000 12,800 10,000 40,000 4,000,000 47,000
Sample
Location Sample Date
1,2,4-Trimethyl
benzene1,2-DCA
TABLE 5
SUMMARY OF RECENT GROUNDWATER ANALYTICAL DATA
GPM 3059 (Former Scotchman #59)
115 US Hwy 117 South
Burgaw, Pender County, North Carolina
TBFBenzeneDIPENaph
thalene TAA TAME TBA ETBEEthanoln-Butyl
benzene
sec-Butyl
benzene
Isopropyl
benzene
n-Propyl
benzene
1,3,5-Trimethyl
benzeneToluene
GCLs
2L Standards
Ethyl
benzene XylenesMTBE
6/30/2020 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <2.0 <0.50 <0.50 <0.50 <0.50 <1.50 <100 <10.0 <20.0 <20.0 <200 <10.0
12/29/2020 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <1.0 <20 <10 <20 <5.0 <100 <1.0
6/8/2021
12/29/2021
4/27/2022
10/19/2022
4/29/2016 <0.50 NA NA NA <5.0 <1.0 NA 0.91J <5.0 NA <1.0 NA NA <3.0 NA NA NA NA NA NA
8/7/2018 <0.50 NA NA NA <0.50 <0.50 NA 0.95 <2.0 NA <0.50 NA NA <1.5 NA NA NA NA NA NA
7/9/2019 <0.50 NA NA NA <0.50 <0.50 NA <0.50 <2.0 NA <0.50 NA NA <1.5 NA NA NA NA NA NA
11/20/2019 <0.50 NA NA NA <0.50 <0.50 NA <0.50 <2.0 NA <0.50 NA NA <1.5 NA NA <20.0 NA NA NA
6/30/2020
12/29/2020
6/8/2021
12/29/2021
4/27/2022
10/19/2022
4/29/2016 <0.50 NA NA NA <5.0 <1.0 NA <5.0 <5.0 NA <1.0 NA NA <3.0 NA NA NA NA NA NA
8/7/2018 <0.50 NA NA NA <0.50 <0.50 NA <0.50 <2.0 NA <0.50 NA NA <1.5 NA NA NA NA NA NA
7/9/2019 <0.50 NA NA NA <0.50 <0.50 NA <0.50 <2.0 NA <0.50 NA NA <1.5 NA NA NA NA NA NA
11/20/2019 <0.50 NA NA NA <0.50 <0.50 NA <0.50 <2.0 NA <0.50 NA NA <1.5 NA NA <20.0 NA NA NA
6/30/2020
12/29/2020
6/8/2021
12/29/2021
4/27/2022
10/19/2022
6/9/2021 48.2 7.9 13.5 <6.2 5.4 J 21.7 21.8 26.0 79.2 41.4 <6.2 <6.2 17.9 <12.5 630 J <125 18,700 <625 <2,500 <125
12/29/2021 48 7.1 13 <0.50 5.5 21 20 26 57 37 0.95 2.4 16 1.6 NA NA NA NA NA NA
4/27/2022 25 8.7 11 <0.50 6.8 21 24 43 56 45 <0.50 1.6 2.7 <1.0 720 0.71 J 14,000 <5.0 <100 3.0
10/20/2022 82.0 62.6 52.7 <1.00 7.63 24.8 30.9 29.1 90.1 65.2 0.624 J 7.38 47.6 3.71 J 730 <1.00 22,600 <10.0 158 2.57
MW-23
TW-1
DW-1
RW-3
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
Not Requested
(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)
1 70 70 0.4 70 600 70 20 6 70 600 400 400 500 40 128 10 40 4,000 47
5,000 5,900 8,800 400 70,000 80,000 30,500 20,000 6,000 26,100 260,000 28,500 24,100 50,000 40,000 12,800 10,000 40,000 4,000,000 47,000
Sample
Location Sample Date
1,2,4-Trimethyl
benzene1,2-DCA
TABLE 5
SUMMARY OF RECENT GROUNDWATER ANALYTICAL DATA
GPM 3059 (Former Scotchman #59)
115 US Hwy 117 South
Burgaw, Pender County, North Carolina
TBFBenzeneDIPENaph
thalene TAA TAME TBA ETBEEthanoln-Butyl
benzene
sec-Butyl
benzene
Isopropyl
benzene
n-Propyl
benzene
1,3,5-Trimethyl
benzeneToluene
GCLs
2L Standards
Ethyl
benzene XylenesMTBE
4/29/2016 660 NA NA NA 32 490 NA 250 620 NA 19 NA NA 500 NA NA NA NA NA NA
8/7/2018 395 NA NA NA 33.2 151 NA 179 183 NA 2.4 NA NA 34.9 NA NA NA NA NA NA
7/9/2019 175 NA NA NA 17.3 98.0 NA 86.1 89.8 NA 2.1 NA NA 7.2 NA NA NA NA NA NA
11/20/2019 17.0 NA NA NA 14.6 27.6 NA 85.9 71.3 NA 1.8 NA NA <3.7 NA NA 2,480 NA NA NA
6/29/2020 39.8 2.2 3.7 <0.50 9.1 25.2 13.1 51.1 32.1 28.2 1.0 <0.50 2.1 8.1 379 <10.0 1,640 <20.0 <200 13.3
12/29/2020 12.0 <0.50 3.1 <0.50 11 19 7.2 59 21 17 <0.50 1.6 3.4 6.3 340 <10 1,700 <5.0 <100 14
6/9/2021 101 <0.50 4.9 0.33 J 12.5 17.5 17.2 56.1 44.6 40.7 1.7 4.5 22.0 16.5 396 <10.0 1,600 <50.0 <200 17.5
12/29/2021 12 3.3 4.0 <0.50 13 12 11 64 9.6 24 0.54 0.50 2.0 1.6 NA NA NA NA NA NA
4/27/2022 36 6.5 4.7 <0.50 13 23 12 83 13 34 0.76 1.3 4.5 3.6 460 <10 2,000 <5.0 <100 16
10/20/2022 50.8 10.4 7.08 <1.00 13.5 35.5 14.9 52.6 32.9 38.5 1.25 3.49 19.1 10.3 394 <1.00 1,840 <10.0 138 13.8
4/29/2016 200 NA NA NA 4.6J 39 NA 38 63 NA 4.6 NA NA 32 NA NA NA NA NA NA
8/7/2018 224 NA NA NA 5.4 192 NA 84.8 73.8 NA 8.2 NA NA 132 NA NA NA NA NA NA
7/9/2019 2.6 NA NA NA <0.50 4.4 NA <0.50 6.1 NA <0.50 NA NA <1.5 NA NA NA NA NA NA
11/20/2019 65.8 NA NA NA <0.50 29.5 NA 18.2 18.0 NA 2.5 NA NA 24.3 NA NA 98.7 NA NA NA
6/30/2020 155 2.5 2.8 <0.50 3.4 64.1 29.8 22.1 77.5 66.1 2.5 7.7 3.1 13.6 151 <10.0 180 <20.0 <200 12.7
12/29/2020 4.9 <0.50 <0.50 <0.50 <0.50 3.0 0.92 1.4 3.4 2.0 0.43 J 0.51 <0.50 1.6 8.2 J <10 8.5 J <5.0 <100 <1.0
6/9/2021 181 <1.0 <1.0 0.85 J 4.7 127 17.2 53.8 60.9 33.6 9.7 39.5 <1.0 113 319 <20.0 344 <100 <400 12.8 J
12/29/2021 36 1.1 1.3 <0.50 2.8 17 20 14 29 41 2.2 0.98 0.56 4.58 NA NA NA NA NA NA
4/27/2022 12 0.86 0.82 <0.50 1.0 12 6.1 9.2 13 15 4.4 3.4 1.6 13.2 63 0.46 J 75 <5.0 <100 3.9
10/20/2022 13.4 4.75 5.43 <1.00 4.67 19.3 52.0 22.9 44.4 110 2.15 2.12 1.27 8.59 151 1.93 222 <10.0 162 17.3
Notes:
- MTBE - Methyl tertiary butyl ether
- IPE - Isopropyl ether
- TBA - tert-Butyl Alcohol (Butanol, tert-)
- µg/L - micrograms per liter
- J denotes laboratory estimated value
- Bold font indicates exceedances to the 2L standards
- NA - Not Analyzed
RW-6
RW-7
Date Location ID #Free Product
Recovery Method
Amount of
Liquid Water
Recovered
(gallons)
Amount of
Vaporized
Product
Recovered
(gallons)
Amount of
Liquid
Product
Recovered
(gallons)
Total Amount of
Product
Recovered
(gallons)
6/17/1998 MW-1, MW-7 Hand Bailing 6.67 NA 0.01 0.01
6/28/1998 MW-1, MW-7 Hand Bailing 6.67 NA 0.01 0.01
7/23/1998 MW-1, MW-7 Hand Bailing 6.67 NA 0.01 0.01
8/18/1998 MW-1, MW-6, MW-7 AFVR 441.00 NA 14.50 14.5
9/2/1998 MW-1, MW-6 AFVR 441.00 NA 14.50 14.5
1998 Northern Ditch Sorbents NA NA NA NA
5/2/2000 MW-1, MW-6, MW-17 AFVR 1053.00 12.33 28.50 40.83
6/28/2000 MW-1, MW-6, MW-17 AFVR 432.00 7.97 46.00 53.97
12/27/2000 MW-1, MW-6, MW-17, RW-2, RW-3, RW-4 AFVR 623.00 7.79 25.00 32.79
2/2/2001 MW-1, MW-6, MW-17, RW-2, RW-3 AFVR 549.00 4.88 138.00 142.88
3/30/2001 MW-1, MW-6, MW-7, MW-17, RW-1, RW-2, RW-3 AFVR 1076.00 8.67 153.00 161.67
11/11/2002 MW-16, MW-17 Hand Bail/Sorbents NA NA 0.40 0.40
11/25/2002 MW-7, MW-16, MW-17 Hand Bail/Sorbents NA NA 0.25 0.25
12/9/2002 MW-7, MW-16, MW-17 Hand Bail/Sorbents NA NA 0.28 0.2812/19/2002 MW-16, MW-17 Hand Bail/Sorbents NA NA 0.06 0.06
1/3/2003 MW-7, MW-16, MW-17 Hand Bail/Sorbents NA NA 0.09 0.09
1/20/2003 MW-7, MW-16, MW-17 Hand Bail/Sorbents NA NA 0.15 0.15
2/17/2003 MW-7, MW-16, MW-17 Hand Bail/Sorbents NA NA 0.17 0.17
2/24/2003 MW-7, MW-16, MW-17 Hand Bail/Sorbents NA NA 0.09 0.09
3/10/2003 MW-7, MW-16, MW-17 Sorbents NA NA 0.07 0.07
3/24/2003 MW-7, MW-17 Hand Bail/Sorbents NA NA 0.03 0.03
4/7/2003 MW-7, MW-17 Sorbents NA NA 0.04 0.044/21/2003 MW-17 Hand Bail/Sorbents NA NA 0.01 0.015/5/2003 None NA NA NA NA NA
10/15/2003 MW-5R, MW-7, MW-17 Hand Bail/Sorbents NA NA 0.24 0.24
2/3/2004 MW-5R, MW-7, MW-17 Sorbents NA NA 0.30 0.3
2/13/2004 MW-5R, MW-7, MW-17 Sorbents NA NA 0.08 0.08
2/25/2004 MW-5R, MW-7, MW-17 Sorbents NA NA 0.08 0.08
3/15/2004 MW-5R, MW-7, MW-17 Sorbents NA NA NA NA
3/29/2004 MW-5R, MW-7, MW-17 Sorbents NA NA 0.08 0.08
4/12/2004 MW-2R, MW-5R, MW-7, MW-17 Sorbents NA NA NA NA
5/3/2004 MW-2R, MW-7, MW-17 Sorbents NA NA 0.18 0.18
2005-2013 MW-2R, MW-5R, MW-7, MW-17, RW-6, RW-7 Sorbents NA NA 23.06 23.06
12/19/2014 MW-16 Pump/Sorbent 0.00 NA 0.25 0.25
1/22/2015 MW-16 Pump/Sorbent 0.06 NA 0.06 0.06
2/4/2015 MW-16 Pump/Sorbent 0.13 NA 0.03 0.03
3/10/2015 MW-16 Pump/Sorbent 0.00 NA 0.13 0.13
4/27/2015 MW-16 Pump/Sorbent 0.00 NA 0.13 0.13
7/2/2015 MW-5R Absorbent Sock 0.00 NA 0.13 0.13
8/14/2015 MW-17 Absorbent Sock 0.00 NA 0.13 0.13
4/29/2016 MW-5R, MW-16, MW-17 Absorbent Sock 0.00 NA 0.39 0.39
3/19/2020 MW-16, MW-17, MW-21 AFVR 978.00 5.25 0.00 5.25
5/14/2020 MW-2R, MW-16, MW-17 AFVR 875.00 0.31 0.00 0.31
9/14/2020 MW-16, MW-17, MW-21 AFVR 1,300.00 2.09 0.00 2.09
11/18/2020 MW-16, MW-17 AFVR 1,162.00 0.12 0.00 0.12
3/15/2021 MW-16, MW-17, MW-21 GeoSorb NA NA 0.16 0.32
6/8/2021 MW-16, MW-17, MW-19, MW-21 GeoSorb NA NA 0.42 0.42
10/6/2021 MW-2R, MW-5R, MW-16, MW-17, MW-21 GeoSorb NA NA 0.42 0.42
12/29/2021 MW-2R, MW-5R, MW-16, MW-17, MW-21 GeoSorb NA NA 0.63 0.63
4/27/2022 MW-2R, MW-5R. MW-16, MW-17, MW-21 Geosorb NA NA 0.27 0.27
8/9/2022 MW-2R, MW-5R. MW-16, MW-17, MW-21 Geosorb NA NA 0.54 0.54
8,950.19 49.41 448.90 498.47
Notes:
Absorbent sock maintenance may also include removal of product using peristaltic pump
One - 1.5" diameter by 18" absorbent sock can hold approximately 0.133 gallons of product (2016 and earlier)
One - 1.5" diameter by 36" Geosorb rated to hold approximately 0.18-gallons of product. Volume recovered based on observed sock saturation.
NA indicates not applicable
Italicized font represents approximated averages based on available data.
Based on available historic data.
Cumulative Totals (gallons):
TABLE 6
SUMMARY OF FREE PRODUCT RECOVERY RESULTS
GPM 3059 (Former Scotchman #59)
Burgaw, Pender County, North Carolina
Total Plume
Area1 Thickness2 Porosity3 Average
Concentration
ft^2 ft na ft^3 m^3 L ug/L ug kg lb.
10/19/2022 Benzene >2L 23,508 10.42 0.4 97,932 2,773 2,773,109 497 1,378,835,788 1.4 3.0
10/19/2022 Toluene >2L 0 0.00 0.4 0 0 0 0 0 0.0 0.0
10/19/2022 Ethylbenzene >2L 5,931 9.79 0.4 23,217 657 657,420 1,275 838,429,806 0.8 1.8
10/19/2022 Xylenes >2L 5,230 9.79 0.4 20,475 580 579,772 2,203 1,277,386,400 1.3 2.8
3.5 7.7
1. as calculated from Figures 6A-6D
2. average depth of impacted wells - DTW (saturated zone)
3. mean value from CSA
TABLE 7
GROUNDWATER CONTAMINANT MASS CALCULATIONS
GPM 3059 (Former Scotchman #59)
115 US Hwy 117 South
Burgaw, Pender County, North Carolina
Sample
Date Constituent Volume Total Mass
Total BTEX Mass:
GROUNDWATER MONITORING REPORT GPM 3059 (FORMER SCOTCHMAN #59) BURGAW, NORTH CAROLINA INCIDENT #19300

GPM 3059 (FORMER SCOTCHMAN #3059): GROUNDWATER MONITORING REPORT

APPENDIX A
HISTORICAL DATA

ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
1 of 1
TABLE 2
SUMMARY OF LABORATORY RESULTS FOR GROUNDWATER SAMPLES
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well Date Benzene Toluene Ethyl-Total MTBE IPE Naphthalene
No.benzene Xylenes
(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)(µg/L)
1 600 600 500 20 70 6
5,000 260,000 84,500 85,500 20,000 70,000 6,000
MW-2R 11/22/2013 1,600 35 780 1,700 130 20 410
MW-3 11/22/2013 970 4,300 1,700 4,700 150 18 700
MW-5R 11/22/2013 0.45J <5.0 <1.0 1.6J 7.4 0.36J <5.0
MW-6R 11/22/2013 3,600 42J 1,200 500 22 3.5J 440
MW-7 11/22/2013 <1.0 <5.0 <1.0 <3.0 9.0 2.5 <5.0
MW-8 11/22/2013 <1.0 <5.0 <1.0 <3.0 <1.0 <1.0 <5.0
MW-9 11/22/2013 <1.0 <5.0 <1.0 <3.0 <1.0 <1.0 <5.0
MW-10 11/22/2013 <1.0 <5.0 <1.0 <3.0 <1.0 <1.0 <5.0
MW-11 11/22/2013 1,900 240 1,400 3,300 700 8.4J 510
MW-12 11/22/2013 1,100 1,600 1,400 3,400 65 5.5J 600
MW-13 11/22/2013 <1.0 <5.0 0.88J 2.6J <1.0 <1.0 4.2J
MW-14R 11/22/2013 <1.0 <5.0 0.39J <3.0 <1.0 <1.0 1.2J
MW-15 11/22/2013
MW-16 11/22/2013
MW-17 11/22/2013 2,800 21J 360 89 85 29 220
MW-18 11/22/2013 1,400 77 680 1,000 1,400 40 320
T-1 11/22/2013 <1.0 <5.0 0.81J <3.0 1.6 <1.0 5.4
DW-1 11/22/2013 <1.0 <5.0 <1.0 <3.0 <1.0 <1.0 1.3J
RW-6 11/22/2013 1,200 32J 500 460 740 65 340
RW-7 11/22/2013 380 14 180 120 150 19 95
NOTES:
1. Analytical results expressed in micrograms per liter (µg/L)
2. MTBE is an abbreviation for methyl tertiary butyl ether
3. IPE is an abbreviation for isopropyl ether
4. Analytical result exceeding 2L Standard is in bold type.
5. NA is an abbreviation for not available
6. BQL is an abbreviation for below quantitation limits
7. "J" denotes estimated laboratory value
8. Concentrations exceeding 2L Standards are provided in italics
9. The top of casing elevations and horizontal well locations were reaurveyed on November 22, 2013.
PRODUCT PRESENT (0.48 FEET)
GCLs
2L Standards
NOT LOCATED
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 1 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
08/09/05 ---2.59 ------
9/19/05 *2.00 2.09 0.09 0.067
10/14/05 ---1.99 ---0.067
10/28/05 ---2.49 ------
11/13/05 ---2.70 ------
12/2/05 2.82 2.83 0.01 ---
12/16/05 ---2.61 ------
12/31/05 2.04 2.05 0.01 0.100
1/15/06 ---2.13 ------
1/30/06 ---1.90 ---0.100
2/12/06 ---1.95 ------
2/27/06 ---1.99 ------
3/20/06 2.68 2.77 0.09 ---
4/8/06 ---2.41 ---0.133
4/21/06 ---3.70 ------
5/12/06 ---2.87 ------
5/26/06 sheen 3.70 ------
6/9/06 sheen 2.48 ------
6/23/06 ---2.12 ---0.106
7/7/06 ---2.93 ------
7/24/06 ---2.22 ------
8/2/06 ---2.48 ------
8/19/06 ---2.04 ------
9/12/06 ---2.30 ------
9/30/06 ---2.40 ------
10/16/06 ---2.53 ------
10/30/06 ---2.53 ------
11/11/06 sheen 2.53 ------
11/27/06 ---2.27 ---0.120
12/12/06 ---2.38 ------
12/28/06 ---2.54 ------
1/11/07 ---2.46 ------
1/25/07 ---2.45 ------
2/8/07 ---2.43 ------
2/21/07 ---2.53 ------
3/9/07 ---2.77 ------
3/22/07 ---2.98 ------
4/9/07 sheen 3.12 ------
4/20/07 ---2.51 ---0.133
5/7/07 ---2.90 ------
5/20/07 sheen 3.29 ------
6/11/07 ---2.92 ---0.133
7/2/07 ---2.97 ------
7/20/07 ---3.14 ------
8/1/07 ---2.68 ------
8/14/07 ---2.73 ------
8/27/07 ---2.84 ------
MW-2R
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 2 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
9/14/07 ---2.75 ------
9/27/07 3.10 3.13 0.03 ---
10/11/07 2.96 2.97 0.01 0.120
10/29/07 3.32 3.34 0.02 0.120
11/12/07 3.96 3.97 0.01 ---
11/28/07 4.15 4.16 0.01 0.086
12/11/07 4.35 4.36 0.01 ---
1/2/08 4.04 4.06 0.02 0.080
1/16/08 3.61 3.62 0.01 ---
2/1/08 2.91 2.94 0.03 0.106
2/19/08 2.40 2.43 0.03 0.080
3/5/08 2.11 2.12 0.01 ---
3/18/08 2.60 2.61 0.01 0.080
3/31/08 1.81 1.82 0.01 ---
4/14/08 2.04 2.06 0.02 0.080
4/28/08 1.95 1.96 0.01 ---
5/9/08 1.88 1.90 0.02 0.106
5/28/08 2.12 2.14 0.02 0.080
6/16/08 2.18 2.19 0.01 0.093
6/30/08 2.06 2.08 0.02 0.106
7/14/08 2.45 2.46 0.01 ---
8/1/08 1.86 1.87 0.01 0.093
8/14/08 1.66 1.67 0.01 0.080
8/28/08 1.88 1.89 0.01 ---
9/12/08 1.80 1.82 0.02 0.120
9/30/08 1.84 1.85 0.01 0.080
10/14/08 1.95 1.96 0.01 0.106
10/28/08 2.15 2.16 0.01 ---
11/11/08 ---2.44 ---0.040
11/21/08 ---2.37 ------
12/18/08 sheen 1.96 ------
1/5/09 sheen 2.00 ------
1/19/09 sheen 2.15 ------
2/2/09 sheen 1.92 ------
2/17/09 ---2.33 ------
3/3/09 ---2.20 ------
3/17/09 ---2.08 ------
3/30/09 ---2.20 ------
4/10/09 ---2.41 ------
4/27/09 ---2.59 ------
5/11/09 ---1.96 ------
6/2/09 sheen 1.75 ------
6/15/09 sheen 2.06 ------
7/3/09 sheen 2.28 ------
7/16/09 sheen 1.90 ------
8/3/09 ---1.81 ------
8/24/09 ---2.09 ------
MW-2R
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 3 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
9/8/09 ---2.04 ------
9/21/09 1.79 1.81 0.02 ---
10/7/09 2.01 2.03 0.02 0.093
10/22/09 2.21 2.22 0.01 ---
11/2/09 2.31 2.34 0.03 0.106
11/18/09 2.44 2.45 0.01 ---
12/4/09 2.18 2.19 0.01 0.093
12/17/09 2.08 2.09 0.01 ---
12/30/09 2.26 2.27 0.01 0.106
1/14/10 sheen 2.54 ---0.665
1/28/10 sheen 1.80 ------
2/11/10 sheen 1.74 ------
3/5/10 sheen 1.82 ------
3/19/10 sheen 2.03 ------
4/2/10 sheen 2.27 ------
4/16/10 sheen 2.64 ------
5/3/10 ---2.84 ------
5/17/10 ---2.94 ------
6/1/10 ---2.94 ------
6/14/10 ---2.44 ------
6/29/10 ---1.97 ------
7/13/10 ---2.20 ------
7/28/10 sheen 1.73 ------
8/13/10 sheen 2.30 ------
8/30/10 1.46 1.49 0.03 ---
9/16/10 ---1.76 ---0.080
10/4/10 ---1.35 ------
10/18/10 sheen 2.01 ------
11/4/10 ---1.98 ------
11/19/10 ---2.71 ------
12/8/10 ---2.99 ------
1/21/11 ---2.49 ------
2/8/11 ---2.41 ------
2/24/11 ---2.07 ------
3/14/11 ---2.43 ------
3/25/11 ---2.44 ------
4/7/11 ---2.08 ------
4/21/11 ---3.00 ------
5/6/11 ---3.27 ------
5/19/11 ---2.81 ------
6/3/11 ---3.38 ------
6/17/11 ---2.88 ------
6/30/11 ---2.51 ------
7/13/11 sheen 2.73 ------
7/28/11 ---2.72 ------
8/12/11 ---2.43 ------
9/8/11 ---2.15 ------
MW-2R
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 4 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
9/29/11 ---1.90 ------
10/26/11 ---2.06 ------
11/10/11 ---2.48 ------
11/26/11 ---2.62 ------
12/8/11 ---2.40 ------
12/28/11 ---2.87 ------
1/13/12 3.11 3.13 0.02 ---
1/27/12 ---2.72 ------
2/10/12 2.48 2.49 0.01 ---
2/13/12 sheen 2.36 ------
3/13/12 ---2.42 ------
3/28/12 ---2.35 ------
4/11/12 ---2.51 ------
4/26/12 ---2.55 ---0.133
5/9/12 sheen 2.65 ------
5/24/12 ---2.39 ------
6/8/12 ---2.57 ------
6/26/12 ---2.06 ------
7/16/12 ---1.58 ------
7/30/12 ---2.07 ------
8/14/12 2.30 2.31 0.01 ---
8/31/12 ---1.46 ------
9/11/12 sheen 1.66 ---0.133
9/26/12 ---2.16 ------
10/8/12 ---1.98 ------
10/22/12 sheen 2.39 ------
11/5/12 ---2.43 ------
11/23/12 ---2.24 ------
12/6/12 ---2.74 ------
12/21/12 ---1.92 ---0.133
1/24/13 ---2.30 ------
2/12/13 ---2.25 ------
2/28/13 ---2.00 ------
3/15/13 ---2.37 ------
3/28/13 ---2.62 ------
4/11/13 ---2.31 ------
4/26/13 ---2.67 ------
11/22/13 ---2.58 ------
MW-2R
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 5 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
8/9/05 ---2.13 ---0.133
9/19/05 *---2.00 ------
10/14/05 ---1.85 ------
10/28/05 ---2.21 ------
11/13/05 **2.48 3.70 1.22 0.050
12/2/05 2.64 2.65 0.01 0.133
12/16/05 ---2.23 ------
12/31/05 ---2.01 ------
1/15/06 ---2.95 ------
1/30/06 ---2.12 ------
2/12/06 2.81 2.84 0.03 ---
2/27/06 sheen 2.74 ------
3/20/06 2.43 2.44 0.01 0.120
4/8/06 2.32 2.33 0.01 ---
4/21/06 ---2.27 ---0.106
5/12/06 ---2.25 ------
5/26/06 sheen 3.16 ------
6/9/06 sheen 1.80 ---0.100
6/23/06 ---1.80 ------
7/7/06 ---1.78 ------
7/24/06 ---1.80 ---0.106
8/2/06 ---2.01 ------
8/19/06 ---2.29 ------
9/12/06 ---1.82 ------
9/30/06 ---2.16 ------
10/16/06 ---2.61 ------
10/30/06 ---2.61 ---0.133
11/11/06 2.96 3.00 0.04 ---
11/27/06 sheen 2.45 ---0.120
12/12/06 3.21 3.23 0.02 ---
12/28/06 sheen 2.72 ---0.113
1/11/07 ---2.63 ------
1/25/07 ---2.56 ------
2/8/07 ---2.69 ------
2/21/07 ---3.18 ------
3/9/07 ---2.71 ------
3/22/07 ---2.91 ------
4/9/07 3.35 3.39 0.04 0.106
4/20/07 ---3.25 ---0.133
5/7/07 ---3.22 ------
5/20/07 3.29 3.31 0.02 ---
6/11/07 ---3.21 ---0.106
7/2/07 ---3.39 ------
7/20/07 3.30 3.31 0.01 ---
8/1/07 ---3.49 ------
8/14/07 ---3.52 ---0.133
8/27/07 ---3.53 ------
9/14/07 ---3.73 ---0.067
9/27/07 ---3.61 ------
MW-5R
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 6 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
10/11/07 sheen 3.67 ------
10/29/07 3.45 3.46 0.01 ---
11/12/07 4.16 4.17 0.01 ---
11/28/07 4.45 4.47 0.02 ---
12/11/07 4.61 4.62 0.01 ---
1/2/08 3.95 3.96 0.01 0.080
1/16/08 3.88 3.89 0.01 ---
2/1/08 3.32 3.33 0.01 0.080
2/19/08 2.56 2.58 0.02 0.067
3/5/08 2.37 2.38 0.01 ---
3/18/08 2.46 2.47 0.01 0.093
3/31/08 3.06 3.07 0.01 ---
4/14/08 2.60 2.61 0.01 0.093
4/28/08 3.04 3.06 0.02 0.080
5/9/08 2.54 2.55 0.01 ---
5/28/08 2.75 2.76 0.01 0.093
6/16/08 2.86 2.87 0.01 ---
6/30/08 3.15 3.16 0.01 0.080
7/14/08 3.00 3.01 0.01 ---
8/1/08 1.82 1.84 0.02 0.080
8/14/08 1.68 1.69 0.01 ---
8/28/08 2.26 2.27 0.01 0.093
9/12/08 1.81 1.82 0.01 ---
9/30/08 2.01 2.02 0.01 0.093
10/14/08 2.62 2.64 0.02 0.093
10/28/08 2.77 2.78 0.01 ---
11/11/08 ---3.01 ---0.027
11/21/08 ---2.42 ------
12/18/08 sheen 2.21 ------
1/5/09 ---2.39 ------
1/19/09 ---2.32 ------
2/2/09 ---2.55 ------
2/17/09 ---3.21 ------
3/3/09 ---2.43 ------
3/17/09 ---2.11 ------
3/30/09 ---2.63 ------
4/10/09 ---2.59 ------
4/27/09 ---2.60 ------
5/11/09 ---2.46 ------
6/2/09 ---2.51 ------
6/15/09 sheen 2.69 ------
7/3/09 ---2.30 ------
7/16/09 ---2.39 ------
8/3/09 ---1.95 ------
8/24/09 ---2.08 ------
9/8/09 ---2.47 ------
9/21/09 ---2.55 ------
10/7/09 ---2.60 ------
10/22/09 ---2.45 ------
MW-5R
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 7 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
11/2/09 ---2.93 ------
11/18/09 ---2.08 ------
12/4/09 ---2.11 ------
12/17/09 ---2.10 ------
12/30/09 ---2.13 ------
1/14/10 ---2.46 ------
1/28/10 ---2.15 ------
2/11/10 sheen 2.16 ------
3/5/10 ---2.36 ------
3/19/10 ---2.51 ------
4/2/10 ---2.86 ------
4/16/10 ---3.17 ------
5/3/10 ---3.29 ------
5/17/10 ---3.22 ------
6/1/10 sheen 3.03 ------
6/14/10 ---2.23 ------
6/29/10 ---2.29 ------
7/13/10 ---2.17 ------
7/28/10 ---2.16 ------
8/13/10 ---2.14 ------
8/30/10 sheen 1.98 ------
9/16/10 ---2.62 ------
10/4/10 ---1.44 ------
10/18/10 ---2.62 ------
11/4/10 ---2.61 ------
11/19/10 3.43 3.46 0.03 ---
12/8/10 3.65 3.66 0.01 ---
1/21/11 ---2.82 ------
2/8/11 ---1.80 ------
2/24/11 ---2.58 ------
3/14/11 ---2.67 ------
3/25/11 ---2.86 ------
4/7/11 ---2.67 ------
4/21/11 ---2.93 ------
5/6/11 ---2.84 ------
5/19/11 ---2.84 ------
6/3/11 ---2.87 ------
6/17/11 2.91 2.92 0.01 0.133
6/30/11 ---2.67 ------
7/13/11 sheen 3.12 ------
7/28/11 ---3.13 ------
8/12/11 ---2.45 ------
9/8/11 ---2.23 ------
9/29/11 ---1.83 ------
10/26/11 2.37 2.38 0.01 0.133
11/10/11 sheen 2.90 ------
11/26/11 ---2.74 ------
12/8/11 ---2.62 ------
12/28/11 ---3.32 ------
MW-5R
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 8 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
1/13/12 3.34 3.35 0.01 ---
1/27/12 ---2.82 ------
2/10/12 ---2.98 ------
2/13/12 3.07 3.08 0.01 0.133
3/13/12 ---2.46 ------
3/28/12 ---2.36 ------
4/11/12 ---2.47 ------
4/26/12 ---2.95 ------
5/9/12 1.85 1.86 0.01 ---
5/24/12 ---2.69 ------
6/8/12 ---2.70 ------
6/26/12 ---2.61 ------
7/16/12 ---1.87 ------
7/30/12 ---2.39 ------
8/14/12 ---2.14 ------
8/31/12 ---1.98 ------
9/11/12 ---2.06 ------
9/26/12 sheen 2.45 ------
10/8/12 ---2.50 ------
10/22/12 ---2.73 ------
11/5/12 ---2.63 ------
11/23/12 ---2.84 ------
12/6/12 ---2.83 ------
12/21/12 ---2.01 ------
1/24/13 ---2.64 ------
2/12/13 ---2.42 ------
2/28/13 ---2.12 ------
3/15/13 ---2.62 ------
3/28/13 ---2.63 ------
4/11/13 ---2.59 ------
4/26/13 ---2.61 ------
11/22/13 ---3.08 ------
MW-5R
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 9 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
08/09/05 ---2.62 ---0.100
09/19/05 *---2.69 ------
10/14/05 ---2.69 ------
10/28/05 ---2.65 ------
11/13/05 ---2.93 ------
12/02/05 ---2.80 ------
12/16/05 ---2.61 ------
12/31/05 ---2.34 ------
01/15/06 ---2.34 ------
01/30/06 3.36 3.37 0.01 ---
02/12/06 2.17 2.18 0.01 ---
02/27/06 2.27 2.29 0.02 ---
03/20/06 2.49 2.50 0.01 0.100
04/08/06 ---2.61 ------
04/21/06 sheen 2.54 ------
05/12/06 sheen 2.30 ---0.106
05/26/06 sheen 2.57 ------
06/09/06 sheen 2.55 ------
06/23/06 ---2.43 ---0.100
07/07/06 ---2.44 ------
07/24/06 ---2.32 ------
08/02/06 ---2.40 ------
08/19/06 ---2.29 ------
09/12/06 ---2.67 ------
09/30/06 ---3.58 ------
10/16/06 ---3.73 ------
10/30/06 ---3.78 ------
11/11/06 ---3.69 ------
11/27/06 ---4.04 ------
12/12/06 ---4.04 ------
MW-7
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 10 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
12/28/06 ---3.97 ------
01/11/07 ---3.97 ------
01/25/07 ---3.85 ------
02/08/07 ---3.95 ------
02/21/07 ---3.96 ------
03/09/07 ---3.94 ------
03/22/07 ---3.94 ------
04/09/07 ---4.03 ------
04/20/07 ---3.96 ------
05/07/07 ---4.00 ------
05/20/07 ---3.98 ------
06/11/07 ---3.95 ------
07/02/07 ---4.02 ------
07/20/07 ---3.94 ------
08/01/07 ---3.85 ------
08/14/07 ---3.98 ------
08/27/07 ---4.02 ------
09/14/07 ---4.14 ------
09/27/07 ---4.01 ------
10/11/07 ---4.03 ------
10/29/07 ---4.11 ------
11/12/07 ---4.33 ------
11/28/07 ---4.41 ------
12/11/07 ---4.59 ------
01/02/08 ---4.15 ------
01/16/08 ---4.13 ------
02/01/08 ---3.97 ------
02/19/08 ---3.92 ------
03/05/08 ---3.84 ------
03/18/08 ---2.85 ------
03/31/08 ---3.85 ------
04/14/08 ---3.74 ------
04/28/08 ---3.73 ------
05/09/08 ---3.70 ------
05/28/08 ---3.80 ------
06/16/08 ---3.85 ------
06/30/08 ---3.86 ------
07/14/08 ---3.91 ------
08/01/08 ---3.74 ------
08/14/08 ---3.88 ------
08/28/08 ---3.81 ------
09/12/08 ---3.85 ------
09/30/08 ---3.93 ------
10/14/08 ---3.93 ------
10/28/08 ---4.00 ------
11/11/08 ---4.03 ------
11/21/08 ---4.05 ------
MW-7
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 11 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
12/18/08 ---3.88 ------
01/05/09 ---3.90 ------
01/19/09 ---3.83 ------
02/02/09 ---3.84 ------
02/17/09 ---3.94 ------
03/03/09 ---3.85 ------
03/17/09 ---3.67 ------
03/30/09 ---3.79 ------
04/10/09 ---3.85 ------
04/27/09 ---3.83 ------
05/11/09 ---3.72 ------
06/02/09 ---3.56 ------
06/15/09 ---3.57 ------
07/03/09 ---3.67 ------
07/16/09 ---3.74 ------
08/03/09 ---3.49 ------
08/24/09 ---3.63 ------
09/08/09 ---3.63 ------
09/21/09 ---3.80 ------
10/07/09 ---3.71 ------
10/22/09 ---3.91 ------
11/02/09 ---3.90 ------
11/18/09 ---3.84 ------
12/04/09 ---3.85 ------
12/17/09 ---3.91 ------
12/30/09 ---3.90 ------
01/14/10 ---3.89 ------
01/28/10 ---3.68 ------
02/11/10 ---3.75 ------
03/05/10 ---3.71 ------
03/19/10 ---3.78 ------
04/02/10 ---3.83 ------
04/16/10 ---3.88 ------
05/03/10 ---3.86 ------
05/17/10 ---3.85 ------
06/01/10 ---3.67 ------
06/14/10 ---3.62 ------
06/29/10 ---3.75 ------
07/13/10 ---3.76 ------
07/28/10 ---3.67 ------
08/13/10 ---3.73 ------
08/30/10 ---3.78 ------
09/16/10 ---3.83 ------
10/04/10 ---3.80 ------
10/18/10 ---3.83 ------
11/04/10 ---3.82 ------
03/28/13 ---3.89 ------
MW-16 11/22/13 2.94 3.42 0.48 ---
MW-7
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 12 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
MW-17 08/09/05 2.62 2.77 0.15 0.133
08/24/05 2.60 2.61 0.01 0.133
09/19/05 *trace 2.27 ---0.133
10/14/05 ---2.48 ---0.067
10/28/05 not accessible
11/13/05 ---3.51 ------
12/02/05 not accessible
12/16/05 ---3.81 ---0.133
12/31/05 ---3.11 ------
01/15/06 ---2.59 ------
01/30/06 not accessible
02/12/06 ---2.82 ------
02/27/06 ---2.80 ------
03/20/06 sheen 2.71 ------
04/08/06 not accessible
04/21/06 sheen 2.66 ------
05/12/06 ---2.56 ---0.120
05/26/06 2.40 2.42 0.02 ---
06/09/06 ---2.69 ---0.120
06/23/06 sheen 2.31 ------
07/07/06 sheen 2.36 ------
07/24/06 not accessible
08/02/06 ---2.26 ---0.067
08/19/06 ---2.56 ------
09/12/06 ---2.57 ------
09/30/06 ---2.91 ------
10/16/06 3.51 3.52 0.01 ---
10/30/06 ---3.86 ---0.100
11/11/06 not accessible
11/27/06 ---4.07 ------
12/12/06 ---4.11 ------
12/28/06 not accessible
01/11/07 ---3.65 ------
01/25/07 ---3.64 ------
02/08/07 ---3.81 ------
02/21/07 ---3.65 ------
03/09/07 sheen 3.43 ------
03/22/07 not accessible
04/09/07 3.58 3.59 0.01 0.106
04/20/07 ---3.56 ---0.106
05/07/07 3.39 3.41 0.02 ---
05/20/07 ---3.37 ---0.100
06/11/07 ---3.00 ------
07/02/07 3.25 3.35 0.10 ---
07/20/07 3.14 3.16 0.02 0.080
08/01/07 3.57 3.58 0.01 0.080
08/14/07 ---3.37 ---0.040
08/27/07 3.33 3.34 0.01 ---
09/14/07 3.70 3.72 0.02 0.080
MW-17
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 13 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
09/27/07 3.83 3.84 0.01 0.080
10/11/07 3.54 3.55 0.01 0.067
10/29/07 4.46 4.48 0.02 0.067
11/12/07 4.75 4.76 0.01 ---
11/28/07 4.93 4.94 0.01 0.093
12/11/07 5.26 5.27 0.01 0.073
01/02/08 4.92 4.93 0.01 0.073
01/16/08 4.59 4.60 0.01 0.080
02/01/08 3.54 3.56 0.02 0.093
02/19/08 3.13 3.15 0.02 0.067
03/05/08 2.56 2.57 0.01 0.106
03/18/08 2.10 2.11 0.01 0.080
03/31/08 3.46 3.47 0.01 0.080
04/14/08 3.02 3.03 0.01 0.093
04/28/08 2.53 2.54 0.01 0.080
05/09/08 2.33 2.35 0.02 0.120
05/28/08 2.37 2.38 0.01 0.067
06/16/08 2.97 3.00 0.03 0.080
06/30/08 2.96 2.97 0.01 0.093
07/14/08 3.25 3.27 0.02 0.080
08/01/08 2.85 2.87 0.02 0.080
08/14/08 2.93 2.94 0.01 0.106
08/28/08 2.93 2.94 0.01 0.080
09/12/08 2.98 3.00 0.02 0.093
09/30/08 3.10 3.12 0.02 0.080
10/14/08 3.02 3.04 0.02 0.106
10/28/08 3.44 3.45 0.01 0.080
11/11/08 3.94 3.95 0.01 0.080
11/21/08 3.90 3.93 0.03 0.106
12/18/08 3.80 3.81 0.01 0.133
01/05/09 3.34 3.35 0.01 0.093
01/19/09 2.45 2.46 0.01 0.080
02/02/09 3.66 3.67 0.01 0.106
02/17/09 3.35 3.36 0.01 0.106
03/03/09 2.63 2.64 0.01 0.093
03/17/09 2.98 2.99 0.01 0.080
03/30/09 3.09 3.10 0.01 0.080
04/10/09 2.97 2.98 0.01 0.093
04/27/09 2.93 2.94 0.01 0.080
05/11/09 2.79 2.81 0.02 0.080
06/02/09 2.38 2.39 0.01 0.093
06/15/09 2.45 2.46 0.01 0.080
07/03/09 2.26 2.27 0.01 0.106
07/16/09 2.56 2.57 0.01 0.080
08/03/09 2.70 2.71 0.01 ---
08/24/09 2.76 2.79 0.03 0.093
MW-17
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 14 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
09/08/09 2.86 2.87 0.01 ---
09/21/09 2.87 2.88 0.01 0.080
10/07/09 3.02 3.04 0.02 0.106
10/22/09 3.72 3.73 0.01 ---
11/02/09 2.82 2.83 0.01 0.106
11/18/09 3.58 3.60 0.02 ---
12/04/09 3.78 3.80 0.02 0.106
12/17/09 3.63 3.65 0.02 ---
12/30/09 3.66 3.68 0.02 0.093
01/14/10 sheen 3.97 ---0.080
01/28/10 sheen 3.06 ------
02/11/10 sheen 2.97 ------
03/05/10 3.01 3.04 0.03 ---
03/19/10 2.86 2.88 0.02 0.106
04/02/10 2.27 2.29 0.02 0.093
04/16/10 2.60 2.62 0.02 0.120
05/03/10 3.23 3.25 0.02 0.080
05/17/10 2.36 2.39 0.03 0.133
06/01/10 2.24 2.26 0.02 0.093
06/14/10 1.94 1.96 0.02 0.106
06/29/10 1.78 1.79 0.01 0.080
07/13/10 2.17 2.19 0.02 0.106
07/28/10 2.20 2.21 0.01 ---
08/13/10 sheen 2.34 ---0.067
08/30/10 sheen 2.77 ------
09/16/10 ---3.01 ------
10/04/10 sheen 2.34 ------
10/18/10 sheen 2.44 ------
11/04/10 2.41 2.43 0.02 ---
11/19/10 ---3.23 ------
12/08/10 ---3.29 ------
01/21/11 ---3.06 ------
02/08/11 2.10 2.11 0.01 ---
02/24/11 ---2.12 ---0.133
03/14/11 ---2.31 ------
03/25/11 2.50 2.51 0.01 ---
04/07/11 ---1.79 ------
04/21/11 ---3.24 ------
05/06/11 2.18 2.19 0.01 ---
05/19/11 ---2.20 ---0.133
06/03/11 2.77 2.78 0.01 ---
06/17/11 2.69 2.70 0.01 0.133
06/30/11 ---2.14 ------
07/13/11 ---3.08 ------
07/28/11 sheen 2.01 ------
08/12/11 ---2.94 ------
09/08/11 2.55 2.56 0.01 ---
MW-17
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 15 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
09/29/11 ---3.35 ---0.133
10/26/11 sheen 3.12 ------
11/10/11 sheen 3.81 ------
11/26/11 3.92 3.93 0.01 ---
12/08/11 sheen 3.45 ------
12/28/11 sheen 4.18 ------
01/13/12 ---4.34 ------
01/27/12 3.95 3.98 0.03 0.133
02/10/12 3.75 3.76 0.01 0.133
02/13/12 sheen 3.58 ---0.133
03/13/12 ---3.21 ------
03/28/12 ---2.97 ------
04/11/12 ---2.55 ------
04/26/12 sheen 2.92 ------
05/09/12 ---3.06 ------
05/24/12 2.83 2.84 0.01 0.133
06/08/12 sheen 2.77 ------
06/26/12 ---2.49 ------
07/16/12 2.48 2.49 0.01 ---
07/30/12 ---2.58 ------
08/14/12 2.37 2.38 0.01 0.133
08/31/12 ---2.21 ------
09/11/12 ---2.27 ------
09/26/12 2.31 2.33 0.02 ---
10/08/12 ---2.82 ------
10/22/12 2.83 2.85 0.02 ---
11/05/12 ---3.29 ------
11/23/12 2.98 2.99 0.01 ---
12/06/12 3.94 3.95 0.01 0.133
12/21/12 ---2.56 ---0.133
01/24/13 3.99 4.01 0.02 ---
02/12/13 ---3.27 ------
2/28/13 ---3.23 ------
3/15/13 ---3.11 ------
3/28/13 3.51 3.52 0.01 ---
4/11/13 ---3.19 ------
4/26/13 ---3.20 ------
11/22/13 ---3.66 ------
11/19/10 ---3.10 ------
12/08/10 ---3.37 ------
01/21/11 ---2.77 ------
02/24/11 ---2.34 ------
03/14/11 ---2.34 ------
03/25/11 ---2.46 ------
04/07/11 ---2.31 ------
T-1 01/21/11 ---14.99 ------
MW-18
MW-17
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 16 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
09/19/05 *---3.60 ------
10/14/05 ---3.43 ------
10/28/05 ---3.30 ------
11/13/05 ---3.46 ------
12/02/05 ---3.40 ------
12/16/05 sheen 3.39 ------
12/31/05 ---2.60 ------
01/15/06 ---2.79 ------
01/30/06 ---2.94 ------
02/12/06 ---2.94 ------
02/27/06 sheen 2.97 ------
03/20/06 sheen 3.08 ------
04/08/06 sheen 3.22 ------
04/21/06 sheen 2.66 ------
05/12/06 ---2.82 ------
05/26/06 ---3.07 ------
06/09/06 sheen 3.16 ------
06/23/06 ---3.16 ------
07/07/06 ---2.63 ------
07/24/06 ---2.44 ------
08/02/06 ---2.35 ------
08/19/06 ---2.30 ------
09/12/06 ---3.01 ------
09/30/06 ---2.64 ------
10/16/06 ---3.02 ------
10/30/06 ---2.92 ------
11/11/06 ---2.76 ------
11/27/06 sheen 2.61 ------
12/12/06 ---2.69 ------
12/28/06 ---2.74 ------
01/11/07 ---2.53 ------
01/25/07 ---2.62 ------
02/08/07 ---2.76 ------
02/21/07 ---3.01 ------
03/09/07 sheen 3.88 ------
03/22/07 ---3.00 ------
04/09/07 sheen 3.42 ------
04/20/07 sheen 3.09 ---0.160
05/07/07 ---3.49 ------
05/20/07 ---3.51 ------
06/11/07 ---3.52 ------
07/02/07 ---3.62 ------
07/20/07 ---3.86 ------
08/01/07 ---3.75 ------
08/14/07 ---3.62 ------
08/27/07 ---3.64 ------
09/14/07 ---3.68 ------
09/27/07 ---3.72 ------
10/11/07 ---4.04 ------
RW-6
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 17 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
10/29/07 ---4.24 ------
11/12/07 ---4.63 ------
11/28/07 ---4.91 ------
12/11/07 ---5.10 ------
01/02/08 ---4.60 ------
01/16/08 ---4.43 ------
02/01/08 ---3.72 ------
02/19/08 ---3.21 ------
03/05/08 ---2.82 ------
03/18/08 ---2.85 ------
03/31/08 ---3.02 ------
04/14/08 ---2.56 ------
04/28/08 ---2.64 ------
05/09/08 ---2.36 ------
05/28/08 ---2.71 ------
06/16/08 ---3.08 ------
06/30/08 ---3.30 ------
07/14/08 ---3.42 ------
08/01/08 ---2.66 ------
08/14/08 ---2.54 ------
08/28/08 ---2.57 ------
09/12/08 ---2.20 ------
09/30/08 ---2.36 ------
10/14/08 ---2.72 ------
10/28/08 ---2.81 ------
11/11/08 ---2.97 ------
11/21/08 ---3.01 ------
12/18/08 ---2.53 ------
01/05/09 ---2.72 ------
01/19/09 ---2.65 ------
02/02/09 ---2.65 ------
02/17/09 ---3.06 ------
03/03/09 ---2.78 ------
03/17/09 ---2.73 ------
03/30/09 ---2.57 ------
04/10/09 ---2.76 ------
04/27/09 ---2.80 ------
05/11/09 ---2.72 ------
06/02/09 ---2.12 ------
06/15/09 ---2.26 ------
07/03/09 ---2.59 ------
07/16/09 ---2.66 ------
08/03/09 ---2.33 ------
08/24/09 ---2.22 ------
09/08/09 ---2.44 ------
09/21/09 ---2.73 ------
10/07/09 ---2.47 ------
10/22/09 ---2.92 ------
11/02/09 ---2.92 ------
RW-6
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 18 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
11/18/09 ---2.63 ------
12/04/09 ---2.56 ------
12/17/09 ---2.66 ------
12/30/09 ---2.81 ------
01/14/10 ---3.08 ------
01/28/10 ---2.44 ------
02/11/10 ---2.45 ------
03/05/10 ---2.53 ------
03/19/10 ---2.73 ------
04/02/10 ---2.76 ------
04/16/10 ---3.11 ------
05/03/10 ---3.38 ------
05/17/10 ---3.53 ------
06/01/10 ---3.56 ------
06/14/10 ---3.14 ------
06/29/10 ---2.92 ------
07/13/10 ---2.94 ------
07/28/10 ---2.52 ------
08/13/10 ---2.53 ------
08/30/10 ---2.27 ------
09/16/10 ---2.74 ------
10/04/10 ---2.24 ------
10/18/10 ---3.01 ------
11/04/10 ---2.47 ------
11/19/10 ---3.59 ------
12/08/10 ---3.89 ------
01/21/11 ---2.58 ------
02/24/11 ---2.73 ------
03/14/11 ---2.44 ------
03/25/11 ---2.64 ------
04/07/11 ---2.61 ------
RW-6
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 19 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
7/2/07 **3.35 4.37 1.02 0.165
7/20/07 3.15 4.23 1.08 0.399
8/1/07 3.65 4.16 0.51 0.532
8/14/07 3.51 3.82 0.31 0.532
8/27/07 3.45 3.50 0.05 0.266
9/14/07 3.58 3.62 0.04 0.266
9/27/07 3.65 3.66 0.01 0.213
10/11/07 3.77 3.79 0.02 0.160
10/29/07 4.06 4.08 0.02 0.186
11/12/07 4.35 4.38 0.03 0.160
11/28/07 4.62 4.64 0.02 0.186
12/11/07 4.77 4.79 0.02 0.160
1/2/08 4.37 4.62 0.25 0.160
1/16/08 4.21 4.23 0.02 0.160
2/1/08 3.58 3.59 0.01 0.160
2/19/08 2.98 3.00 0.02 0.160
3/5/08 2.61 2.62 0.01 0.133
3/18/08 2.62 2.63 0.01 0.133
3/31/08 2.03 2.04 0.01 0.133
4/14/08 2.23 2.25 0.02 0.160
4/28/08 2.33 2.34 0.01 ---
5/9/08 2.13 2.15 0.02 0.186
5/28/08 2.36 2.38 0.02 ---
6/16/08 2.68 2.69 0.01 0.213
6/30/08 2.98 3.00 0.02 0.160
7/14/08 3.07 3.08 0.01 ---
8/1/08 2.37 2.38 0.01 0.186
8/14/08 2.92 2.93 0.01 ---
8/28/08 2.17 2.18 0.01 0.186
9/12/08 1.85 1.87 0.02 0.160
9/30/08 2.18 2.19 0.01 ---
10/14/08 2.46 2.47 0.01 0.186
10/28/08 2.52 2.53 0.01 0.160
11/11/08 ---2.66 ---0.013
11/21/08 ---2.57 ------
12/18/08 2.24 2.26 0.02 ---
1/5/09 2.51 2.53 0.02 0.160
1/19/09 2.48 2.50 0.02 0.186
2/2/09 2.43 2.44 0.01 0.186
2/17/09 2.77 2.78 0.01 0.160
3/3/09 2.52 2.53 0.01 0.186
3/17/09 sheen 2.46 ---0.106
3/30/09 ---2.31 ------
4/10/09 ---2.38 ------
4/27/09 ---2.42 ------
5/11/09 not accessible
6/2/09 ---2.12 ------
6/15/09 ---1.87 ------
7/3/09 ---2.16 ------
RW-7
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 20 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
7/16/09 ---2.34 ------
8/3/09 not accessible
8/24/09 ---1.71 ------
9/8/09 ---2.06 ------
9/21/09 ---2.34 ------
10/22/09 ---2.50 ------
11/2/09 ---2.56 ------
11/18/09 ---2.24 ------
12/4/09 ---2.13 ------
12/17/09 ---2.34 ------
12/30/09 ---2.45 ------
1/14/10 ---2.77 ------
1/28/10 ---1.98 ------
2/11/10 ---2.11 ------
3/5/10 ---2.09 ------
3/19/10 ---2.26 ------
4/2/10 ---2.40 ------
4/16/10 ---2.76 ------
5/3/10 ---2.81 ------
5/17/10 ---3.91 ------
6/1/10 ---3.71 ------
6/14/10 ---2.89 ------
6/29/10 ---3.02 ------
7/13/10 ---2.86 ------
7/28/10 ---2.15 ------
8/13/10 ---2.03 ------
8/30/10 ---2.01 ------
9/16/10 ---2.41 ------
10/4/10 ---2.24 ------
10/18/10 ---2.57 ------
11/4/10 ---2.51 ------
11/19/10 ---***16.07 ------
12/8/10 ---3.53 ------
1/21/11 ---2.38 ------
2/24/11 ---2.39 ------
3/14/11 ---2.15 ------
3/25/11 ---2.45 ------
4/7/11 ---2.14 ------
8/12/11 ---2.96 ------
9/8/11 ---2.26 ------
9/29/11 ---2.42 ------
10/26/11 2.46 2.47 0.01 ---
11/10/11 3.76 3.77 0.01 ---
11/26/11 ---2.74 ------
12/8/11 ---2.99 ------
12/28/11 ---3.18 ------
1/13/12 ---3.17 ------
1/27/12 ---2.58 ------
2/10/12 ---2.68 ------
RW-7
ENVIRONMENTAL SERVICES & SOLUTIONS, PLLC
Page 21 of 21
TABLE 3
SUMMARY OF PRODUCT RECOVERY RESULTS WITH ABSORBENT SOCKS
Depth to Depth to Free Estimated
Free Ground-Product Product
Product Water Thickness Recovered
(ft, TOC)(ft, TOC)(ft)(gallons)
FORMER SCOTCHMAN #3059
BURGAW, NORTH CAROLINA
Well ID Date
2/13/12 ---2.25 ------
3/13/12 ---2.35 ------
3/28/12 ---2.27 ------
4/11/12 ---2.30 ------
4/26/12 ---2.82 ------
5/9/12 ---2.69 ------
5/24/12 ---2.44 ------
6/8/12 ---2.64 ------
6/26/12 ---2.45 ------
7/16/12 ---2.19 ------
7/30/12 ---2.42 ------
8/14/12 ---2.96 ------
8/31/12 ---2.26 ------
9/11/12 ---1.74 ------
9/26/12 ---2.01 ------
10/8/12 ---2.08 ------
10/22/12 ---2.60 ------
11/5/12 ---2.72 ------
11/23/12 ---2.47 ------
12/6/12 ---2.85 ------
12/21/12 ---2.30 ------
1/24/13 ---2.55 ------
2/12/13 ---2.30 ------
2/28/13 ---1.99 ------
3/15/13 ---2.43 ------
4/11/13 ---2.25 ------
4/26/13 ---2.39 ------
11/22/13 ---2.77 ------
Estimated Cumulative Total to Date (by ESS):23.158
(Total)
Notes:
1.) 1 - 1.5" diameter adsorbent sock can hold 0.133 gallons of product
2.) * denotes measurements collected using water & product finding paste
3.) ** product was hand bailed
4.) ***data is not consistent with historical information
5.) '--- denotes no measurable free product, no free product thickness
and no recovered product
RW-7
GROUNDWATER MONITORING REPORT GPM 3059 (FORMER SCOTCHMAN #59) BURGAW, NORTH CAROLINA INCIDENT #19300

GPM 3059 (FORMER SCOTCHMAN #3059): GROUNDWATER MONITORING REPORT

APPENDIX B
GROUNDWATER SAMPLING LOGS

GROUNDWATER MONITORING REPORT GPM 3059 (FORMER SCOTCHMAN #59) BURGAW, NORTH CAROLINA INCIDENT #19300

GPM 3059 (FORMER SCOTCHMAN #3059): GROUNDWATER MONITORING REPORT

APPENDIX C
LABORATORY REPORTS AND CHAIN OF CUSTODY DOCUMENTATION

ANALYTICAL REPORT
PREPARED FOR
Attn: Allison Streams
Crawford Environmental Services Inc
1504 Reagan Drive
Charlotte, North Carolina 28206
Generated 11/29/2022 8:29:21 PM Revision 1
JOB DESCRIPTION
3059
JOB NUMBER
680-223876-1
See page two for job notes and contact information.
Savannah GA 31404
5102 LaRoche Avenue
Eurofins Savannah
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Eurofins Savannah
Eurofins Savannah is a laboratory within Eurofins Environment Testing Southeast, LLC, a company within Eurofins Environment Testing Group of Companies
Job Notes
The test results in this report meet NELAP requirements for parameters for which accreditation is required or available. Any
exceptions to the NELAP requirements are noted. Results pertain only to samples listed in this report. This report may not be
reproduced, except in full, without the written approval of the laboratory. Questions should be directed to the person who
signed this report.
The test results in this report relate only to the samples as received by the laboratory and will meet all requirements of the
methodology, with any exceptions noted. This report shall not be reproduced except in full, without the express written
approval of the laboratory. All questions should be directed to the Eurofins Environment Testing Southeast, LLC Project
Manager.
Authorization
Generated
11/29/2022 8:29:21 PM
Revision 1
Authorized for release by
David Fuller, Project Manager
[e-mail]
[phone]
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Definitions/Glossary
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Qualifiers
GC/MS VOA
Qualifier Description
*+LCS and/or LCSD is outside acceptance limits, high biased.
Qualifier
B Compound was found in the blank and sample.
E Result exceeded calibration range.
H Sample was prepped or analyzed beyond the specified holding time
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.
Glossary
These commonly used abbreviations may or may not be present in this report.
¤Listed under the "D" column to designate that the result is reported on a dry weight basis
Abbreviation
%R Percent Recovery
CFL Contains Free Liquid
CFU Colony Forming Unit
CNF Contains No Free Liquid
DER Duplicate Error Ratio (normalized absolute difference)
Dil Fac Dilution Factor
DL Detection Limit (DoD/DOE)
DL, RA, RE, IN Indicates a Dilution, Re-analysis, Re-extraction, or additional Initial metals/anion analysis of the sample
DLC Decision Level Concentration (Radiochemistry)
EDL Estimated Detection Limit (Dioxin)
LOD Limit of Detection (DoD/DOE)
LOQ Limit of Quantitation (DoD/DOE)
MCL EPA recommended "Maximum Contaminant Level"
MDA Minimum Detectable Activity (Radiochemistry)
MDC Minimum Detectable Concentration (Radiochemistry)
MDL Method Detection Limit
ML Minimum Level (Dioxin)
MPN Most Probable Number
MQL Method Quantitation Limit
NC Not Calculated
ND Not Detected at the reporting limit (or MDL or EDL if shown)
NEG Negative / Absent
POS Positive / Present
PQL Practical Quantitation Limit
PRES Presumptive
QC Quality Control
RER Relative Error Ratio (Radiochemistry)
RL Reporting Limit or Requested Limit (Radiochemistry)
RPD Relative Percent Difference, a measure of the relative difference between two points
TEF Toxicity Equivalent Factor (Dioxin)
TEQ Toxicity Equivalent Quotient (Dioxin)
TNTC Too Numerous To Count
Eurofins Savannah
Page 3 of 56 11/29/2022 (Rev. 1)
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Sample Summary
Client: Crawford Environmental Services Inc Job ID: 680-223876-1
Project/Site: 3059
Lab Sample ID Client Sample ID Matrix Collected Received
680-223876-1 MW-2R Water 10/20/22 08:50 10/24/22 10:00
680-223876-2 MW-3 Water 10/20/22 11:05 10/24/22 10:00
680-223876-3 MW-5R Water 10/20/22 10:25 10/24/22 10:00
680-223876-4 MW-6R Water 10/20/22 10:45 10/24/22 10:00
680-223876-5 MW-12 Water 10/20/22 13:30 10/24/22 10:00
680-223876-6 MW-16 Water 10/20/22 08:15 10/24/22 10:00
680-223876-7 MW-17 Water 10/20/22 09:00 10/24/22 10:00
680-223876-8 MW-18 Water 10/20/22 12:30 10/24/22 10:00
680-223876-9 MW-19 Water 10/20/22 09:05 10/24/22 10:00
680-223876-10 MW-20 Water 10/20/22 08:30 10/24/22 10:00
680-223876-11 RW-3 Water 10/20/22 10:05 10/24/22 10:00
680-223876-12 RW-6 Water 10/20/22 09:25 10/24/22 10:00
680-223876-13 RW-7 Water 10/20/22 11:30 10/24/22 10:00
Eurofins SavannahPage 4 of 56 11/29/2022 (Rev. 1)
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Case Narrative
Client: Crawford Environmental Services Inc Job ID: 680-223876-1
Project/Site: 3059
Job ID: 680-223876-1
Laboratory: Eurofins Savannah
Narrative
Job Narrative
680-223876-1
Revision 1
The report being provided is a revision of the original report sent on 11/28/2022. The report (revision 1) is being revised in order to report
missing oxygenates for these samples.
Receipt
The samples were received on 10/24/2022 10:00 AM. Unless otherwise noted below, the samples arrived in good condition, and, where
required, properly preserved and on ice. The temperature of the cooler at receipt time was 5.5°C
GC/MS VOA
Method SM6200_B: The laboratory control sample (LCS) for analytical batch 400-598451 recovered outside control limits for the following
analyte: Bromomethane. This analyte was biased high in the LCS and was not detected in the associated samples; therefore, the data
have been reported.
Method SM6200_B: The laboratory control sample (LCS) for analytical batch 400-598937 recovered outside control limits for the following
analyte: Acetone. This analyte was biased high in the LCS and was not detected in the associated samples; therefore, the data have been
reported.
Method SM6200_B: The following samples were diluted to bring the concentration of target analytes within the calibration range: MW-2R
(680-223876-1), MW-6R (680-223876-4), MW-12 (680-223876-5), MW-16 (680-223876-6), MW-17 (680-223876-7), MW-19
(680-223876-9) and MW-20 (680-223876-10). Elevated reporting limits (RLs) are provided.
Method SM6200_B: The result for m-Xylene & p-Xylene exceeded the linear range of the instrument for samples: MW-16 (680-223876-6).
Reanalysis was performed outside of holding time. The original analysis is reported as primary and the reanalysis is reported as
secondary for m-Xylene & p-Xylene.
Method SM6200-B: Reanalysis of the following sample was performed outside of the analytical holding time due the initial calibration
curve was outside acceptance criteria for 3,3-Dimethyl-1-butanol and ethanol: MW-16 (680-223876-6). The original analysis is reported
as primary and the reanalysis is reported as secondary.
Method SM6200_B: The laboratory control sample (LCS) associated with batch 400-598937 recovered above the upper control limit for
Acetone. Reanalysis was performed outside of holding time. The original analysis is reported as primary and the reanalysis is reported
as secondary for Acetone.
Method SM6200-B: The laboratory control sample (LCS) and continuing calibration verification (CCV) associated for analytical batch
400-599283 recovered outside control limits for the following analyte: Ethanol. This analyte was added after the job was completed and
reanalyzed outside of the analytical holding time, therefore the data has been reported.
Method SM6200-B: The method blank for analytical batch 400-598988 contained Ethanol above the reporting limit (RL). This analyte was
added after the holding time had expired, therefore the data has been reported.
Method SM6200-B: The result for t-Butyl alcohol exceeded the linear range of the instrument for the following sample: RW-3
(680-223876-11). This analyte was added after the holding time had expired, therefore the data has been reported.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.
Eurofins SavannahPage 5 of 56 11/29/2022 (Rev. 1)
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Detection Summary
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Client Sample ID: MW-2R Lab Sample ID: 680-223876-1
1,2,4-Trimethylbenzene
RL
1.00 ug/L
MDL
0.820
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA165.7 SM6200-B
1,3,5-Trimethylbenzene 1.00 ug/L0.560 Total/NA1155SM6200-B
2-Butanone (MEK)25.0 ug/L2.60 Total/NA112.9 J SM6200-B
4-Isopropyltoluene 1.00 ug/L0.710 Total/NA112.6 SM6200-B
Acetone 25.0 ug/L10.0 Total/NA139.2 SM6200-B
Ethanol 100 ug/L24.0 Total/NA132.5 J SM6200-B
Isopropyl ether 1.00 ug/L0.200 Total/NA13.37 SM6200-B
Isopropylbenzene 1.00 ug/L0.530 Total/NA154.8 SM6200-B
Methyl tert-butyl ether 1.00 ug/L0.220 Total/NA112.8 SM6200-B
Methylene Chloride 5.00 ug/L3.00 Total/NA17.73 SM6200-B
m-Xylene & p-Xylene 5.00 ug/L0.630 Total/NA188.1 SM6200-B
n-Butylbenzene 1.00 ug/L0.760 Total/NA165.6 SM6200-B
o-Xylene 5.00 ug/L0.600 Total/NA12.35 J SM6200-B
sec-Butylbenzene 1.00 ug/L0.700 Total/NA117.4 SM6200-B
t-Amyl alcohol 10.0 ug/L4.50 Total/NA1268SM6200-B
t-Butyl alcohol 10.0 ug/L4.90 Total/NA1334SM6200-B
Tert-butyl ethyl ether 1.00 ug/L0.280 Total/NA15.95 SM6200-B
tert-Butylbenzene 1.00 ug/L0.630 Total/NA10.863 J SM6200-B
Toluene 1.00 ug/L0.410 Total/NA16.74 SM6200-B
Benzene - DL 5.00 ug/L0.650 Total/NA5705SM6200-B
Ethylbenzene - DL 5.00 ug/L2.50 Total/NA5298SM6200-B
Naphthalene - DL 25.0 ug/L15.0 Total/NA5287SM6200-B
N-Propylbenzene - DL 5.00 ug/L3.45 Total/NA5126SM6200-B
Client Sample ID: MW-3 Lab Sample ID: 680-223876-2
1,2,4-Trimethylbenzene
RL
2.00 ug/L
MDL
1.64
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA22.07 SM6200-B
1,3,5-Trimethylbenzene 2.00 ug/L1.12 Total/NA216.8 SM6200-B
2-Butanone (MEK)50.0 ug/L5.20 Total/NA25.43 J SM6200-B
Benzene 2.00 ug/L0.260 Total/NA234.4 SM6200-B
Ethanol 200 ug/L48.0 Total/NA2103J B SM6200-B
Ethylbenzene 2.00 ug/L1.00 Total/NA281.6 SM6200-B
Isopropyl ether 2.00 ug/L0.400 Total/NA26.04 SM6200-B
Isopropylbenzene 2.00 ug/L1.06 Total/NA254.8 SM6200-B
Methyl tert-butyl ether 2.00 ug/L0.440 Total/NA243.8 SM6200-B
m-Xylene & p-Xylene 10.0 ug/L1.26 Total/NA218.7 SM6200-B
Naphthalene 10.0 ug/L6.00 Total/NA2295SM6200-B
n-Butylbenzene 2.00 ug/L1.52 Total/NA217.0 SM6200-B
o-Xylene 10.0 ug/L1.20 Total/NA22.47 J SM6200-B
sec-Butylbenzene 2.00 ug/L1.40 Total/NA29.96 SM6200-B
t-Amyl alcohol 20.0 ug/L9.00 Total/NA2565SM6200-B
t-Butyl alcohol 20.0 ug/L9.80 Total/NA2611SM6200-B
Tert-butyl ethyl ether 2.00 ug/L0.560 Total/NA26.16 SM6200-B
Toluene 2.00 ug/L0.820 Total/NA24.17 SM6200-B
N-Propylbenzene - DL 5.00 ug/L3.45 Total/NA5150SM6200-B
Client Sample ID: MW-5R Lab Sample ID: 680-223876-3
Acetone
RL
25.0 ug/L
MDL
10.0
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA128.0 SM6200-B
Ethanol 100 ug/L24.0 Total/NA1123BSM6200-B
Eurofins Savannah
This Detection Summary does not include radiochemical test results.
Page 6 of 56 11/29/2022 (Rev. 1)
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Detection Summary
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Client Sample ID: MW-5R (Continued)Lab Sample ID: 680-223876-3
Isopropylbenzene
RL
1.00 ug/L
MDL
0.530
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA11.41 SM6200-B
Methyl tert-butyl ether 1.00 ug/L0.220 Total/NA11.60 SM6200-B
N-Propylbenzene 1.00 ug/L0.690 Total/NA12.01 SM6200-B
t-Amyl alcohol 10.0 ug/L4.50 Total/NA16.58 J SM6200-B
t-Butyl alcohol 10.0 ug/L4.90 Total/NA16.33 J SM6200-B
Toluene 1.00 ug/L0.410 Total/NA11.53 SM6200-B
Client Sample ID: MW-6R Lab Sample ID: 680-223876-4
2-Butanone (MEK)
RL
125 ug/L
MDL
13.0
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA5J22.2 SM6200-B
Benzene 5.00 ug/L0.650 Total/NA5454SM6200-B
Ethanol 500 ug/L120 Total/NA5364J B SM6200-B
Ethylbenzene 5.00 ug/L2.50 Total/NA5124SM6200-B
Isopropylbenzene 5.00 ug/L2.65 Total/NA534.9 SM6200-B
m-Xylene & p-Xylene 25.0 ug/L3.15 Total/NA510.4 J SM6200-B
Naphthalene 25.0 ug/L15.0 Total/NA5305SM6200-B
n-Butylbenzene 5.00 ug/L3.80 Total/NA56.51 SM6200-B
N-Propylbenzene 5.00 ug/L3.45 Total/NA5100SM6200-B
sec-Butylbenzene 5.00 ug/L3.50 Total/NA54.59 J SM6200-B
t-Amyl alcohol 50.0 ug/L22.5 Total/NA5522SM6200-B
t-Butyl alcohol 50.0 ug/L24.5 Total/NA565.2 SM6200-B
Toluene 5.00 ug/L2.05 Total/NA510.4 SM6200-B
Client Sample ID: MW-12 Lab Sample ID: 680-223876-5
1,2,4-Trimethylbenzene
RL
10.0 ug/L
MDL
8.20
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA101960SM6200-B
1,3,5-Trimethylbenzene 10.0 ug/L5.60 Total/NA10698SM6200-B
2-Butanone (MEK)250 ug/L26.0 Total/NA1055.6 J SM6200-B
4-Isopropyltoluene 10.0 ug/L7.10 Total/NA1025.1 SM6200-B
Acetone 250 ug/L100 Total/NA10101JSM6200-B
Benzene 10.0 ug/L1.30 Total/NA10498SM6200-B
Ethanol 1000 ug/L240 Total/NA10455J B SM6200-B
Ethylbenzene 10.0 ug/L5.00 Total/NA101300SM6200-B
Isopropylbenzene 10.0 ug/L5.30 Total/NA10111SM6200-B
Methyl tert-butyl ether 10.0 ug/L2.20 Total/NA1062.5 SM6200-B
m-Xylene & p-Xylene 50.0 ug/L6.30 Total/NA102860SM6200-B
Naphthalene 50.0 ug/L30.0 Total/NA10657SM6200-B
n-Butylbenzene 10.0 ug/L7.60 Total/NA1092.1 SM6200-B
N-Propylbenzene 10.0 ug/L6.90 Total/NA10335SM6200-B
o-Xylene 50.0 ug/L6.00 Total/NA1058.4 SM6200-B
sec-Butylbenzene 10.0 ug/L7.00 Total/NA1029.6 SM6200-B
t-Amyl alcohol 100 ug/L45.0 Total/NA10565SM6200-B
t-Butyl alcohol 100 ug/L49.0 Total/NA10930SM6200-B
Tert-butyl ethyl ether 10.0 ug/L2.80 Total/NA1011.3 SM6200-B
Toluene 10.0 ug/L4.10 Total/NA1021.2 SM6200-B
Client Sample ID: MW-16 Lab Sample ID: 680-223876-6
1,2,4-Trimethylbenzene
RL
10.0 ug/L
MDL
8.20
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA102880SM6200-B
Eurofins Savannah
This Detection Summary does not include radiochemical test results.
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Detection Summary
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Client Sample ID: MW-16 (Continued)Lab Sample ID: 680-223876-6
1,3,5-Trimethylbenzene
RL
10.0 ug/L
MDL
5.60
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA101010SM6200-B
2-Butanone (MEK)250 ug/L26.0 Total/NA1044.2 J SM6200-B
4-Isopropyltoluene 10.0 ug/L7.10 Total/NA1043.3 SM6200-B
Acetone 250 ug/L100 Total/NA10464*+SM6200-B
Benzene 10.0 ug/L1.30 Total/NA10589SM6200-B
Ethanol 1000 ug/L240 Total/NA101410SM6200-B
Ethanol 1000 ug/L240 Total/NA10876J H B *+SM6200-B
Ethylbenzene 10.0 ug/L5.00 Total/NA101850SM6200-B
Isopropyl ether 10.0 ug/L2.00 Total/NA104.09 J SM6200-B
Isopropylbenzene 10.0 ug/L5.30 Total/NA10169SM6200-B
Methyl tert-butyl ether 10.0 ug/L2.20 Total/NA1066.4 SM6200-B
m-Xylene & p-Xylene 50.0 ug/L6.30 Total/NA103760ESM6200-B
m-Xylene & p-Xylene 50.0 ug/L6.30 Total/NA102980HSM6200-B
Naphthalene 50.0 ug/L30.0 Total/NA10797SM6200-B
n-Butylbenzene 10.0 ug/L7.60 Total/NA10176SM6200-B
N-Propylbenzene 10.0 ug/L6.90 Total/NA10572SM6200-B
o-Xylene 50.0 ug/L6.00 Total/NA1094.0 SM6200-B
sec-Butylbenzene 10.0 ug/L7.00 Total/NA1052.9 SM6200-B
t-Amyl alcohol 100 ug/L45.0 Total/NA10442SM6200-B
t-Butyl alcohol 100 ug/L49.0 Total/NA10984SM6200-B
Tert-butyl ethyl ether 10.0 ug/L2.80 Total/NA109.72 J SM6200-B
Toluene 10.0 ug/L4.10 Total/NA1026.8 SM6200-B
Client Sample ID: MW-17 Lab Sample ID: 680-223876-7
1,2,4-Trimethylbenzene
RL
10.0 ug/L
MDL
8.20
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA10379SM6200-B
1,3,5-Trimethylbenzene 10.0 ug/L5.60 Total/NA10440SM6200-B
4-Isopropyltoluene 10.0 ug/L7.10 Total/NA1066.3 SM6200-B
Benzene 10.0 ug/L1.30 Total/NA102600SM6200-B
Ethanol 1000 ug/L240 Total/NA10799JSM6200-B
Ethylbenzene 10.0 ug/L5.00 Total/NA10676SM6200-B
Isopropyl ether 10.0 ug/L2.00 Total/NA1016.0 SM6200-B
Isopropylbenzene 10.0 ug/L5.30 Total/NA10138SM6200-B
Methyl tert-butyl ether 10.0 ug/L2.20 Total/NA1052.1 SM6200-B
m-Xylene & p-Xylene 50.0 ug/L6.30 Total/NA10610SM6200-B
Naphthalene 50.0 ug/L30.0 Total/NA10318SM6200-B
n-Butylbenzene 10.0 ug/L7.60 Total/NA10199SM6200-B
N-Propylbenzene 10.0 ug/L6.90 Total/NA10425SM6200-B
o-Xylene 50.0 ug/L6.00 Total/NA107.37 J SM6200-B
sec-Butylbenzene 10.0 ug/L7.00 Total/NA10139SM6200-B
t-Amyl alcohol 100 ug/L45.0 Total/NA10805SM6200-B
t-Butyl alcohol 100 ug/L49.0 Total/NA105680SM6200-B
Tert-butyl ethyl ether 10.0 ug/L2.80 Total/NA105.93 J SM6200-B
Toluene 10.0 ug/L4.10 Total/NA1034.2 SM6200-B
Client Sample ID: MW-18 Lab Sample ID: 680-223876-8
1,2,4-Trimethylbenzene
RL
1.00 ug/L
MDL
0.820
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA168.3 SM6200-B
1,3,5-Trimethylbenzene 1.00 ug/L0.560 Total/NA149.0 SM6200-B
4-Isopropyltoluene 1.00 ug/L0.710 Total/NA12.77 SM6200-B
Eurofins Savannah
This Detection Summary does not include radiochemical test results.
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Detection Summary
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Client Sample ID: MW-18 (Continued)Lab Sample ID: 680-223876-8
Benzene
RL
1.00 ug/L
MDL
0.130
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA1231SM6200-B
Ethanol 100 ug/L24.0 Total/NA197.8 J B SM6200-B
Ethylbenzene 1.00 ug/L0.500 Total/NA1188SM6200-B
Isopropyl ether 1.00 ug/L0.200 Total/NA111.7 SM6200-B
Isopropylbenzene 1.00 ug/L0.530 Total/NA132.6 SM6200-B
Methyl tert-butyl ether 1.00 ug/L0.220 Total/NA197.8 SM6200-B
m-Xylene & p-Xylene 5.00 ug/L0.630 Total/NA1136SM6200-B
Naphthalene 5.00 ug/L3.00 Total/NA1152SM6200-B
n-Butylbenzene 1.00 ug/L0.760 Total/NA19.84 SM6200-B
N-Propylbenzene 1.00 ug/L0.690 Total/NA177.6 SM6200-B
o-Xylene 5.00 ug/L0.600 Total/NA12.94 J SM6200-B
sec-Butylbenzene 1.00 ug/L0.700 Total/NA16.86 SM6200-B
t-Amyl alcohol 10.0 ug/L4.50 Total/NA1937SM6200-B
t-Butyl alcohol 10.0 ug/L4.90 Total/NA11210SM6200-B
Tert-butyl ethyl ether 1.00 ug/L0.280 Total/NA121.3 SM6200-B
tert-Butylbenzene 1.00 ug/L0.630 Total/NA10.739 J SM6200-B
Toluene 1.00 ug/L0.410 Total/NA13.68 SM6200-B
Client Sample ID: MW-19 Lab Sample ID: 680-223876-9
1,2,4-Trimethylbenzene
RL
2.00 ug/L
MDL
1.64
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA228.7 SM6200-B
1,3,5-Trimethylbenzene 2.00 ug/L1.12 Total/NA211.0 SM6200-B
2-Butanone (MEK)50.0 ug/L5.20 Total/NA29.60 J SM6200-B
Benzene 2.00 ug/L0.260 Total/NA2245SM6200-B
Ethanol 200 ug/L48.0 Total/NA2140J B SM6200-B
Ethylbenzene 2.00 ug/L1.00 Total/NA2148SM6200-B
Isopropyl ether 2.00 ug/L0.400 Total/NA29.45 SM6200-B
Isopropylbenzene 2.00 ug/L1.06 Total/NA217.6 SM6200-B
Methyl tert-butyl ether 2.00 ug/L0.440 Total/NA2227SM6200-B
m-Xylene & p-Xylene 10.0 ug/L1.26 Total/NA271.0 SM6200-B
Naphthalene 10.0 ug/L6.00 Total/NA269.5 SM6200-B
n-Butylbenzene 2.00 ug/L1.52 Total/NA24.64 SM6200-B
N-Propylbenzene 2.00 ug/L1.38 Total/NA239.1 SM6200-B
o-Xylene 10.0 ug/L1.20 Total/NA23.40 J SM6200-B
sec-Butylbenzene 2.00 ug/L1.40 Total/NA23.80 SM6200-B
t-Amyl alcohol 20.0 ug/L9.00 Total/NA21860SM6200-B
t-Butyl alcohol 20.0 ug/L9.80 Total/NA22210SM6200-B
Tert-amyl methyl ether 2.00 ug/L0.460 Total/NA25.34 SM6200-B
Tert-butyl ethyl ether 2.00 ug/L0.560 Total/NA245.4 SM6200-B
Toluene 2.00 ug/L0.820 Total/NA24.23 SM6200-B
Client Sample ID: MW-20 Lab Sample ID: 680-223876-10
1,2,4-Trimethylbenzene
RL
5.00 ug/L
MDL
4.10
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA529.5 SM6200-B
1,3,5-Trimethylbenzene 5.00 ug/L2.80 Total/NA522.9 SM6200-B
2-Butanone (MEK)125 ug/L13.0 Total/NA530.3 J SM6200-B
Benzene 5.00 ug/L0.650 Total/NA5464SM6200-B
Ethanol 500 ug/L120 Total/NA5194J B SM6200-B
Ethylbenzene 5.00 ug/L2.50 Total/NA5275SM6200-B
Isopropyl ether 5.00 ug/L1.00 Total/NA514.4 SM6200-B
Eurofins Savannah
This Detection Summary does not include radiochemical test results.
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Detection Summary
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Client Sample ID: MW-20 (Continued)Lab Sample ID: 680-223876-10
Isopropylbenzene
RL
5.00 ug/L
MDL
2.65
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA532.9 SM6200-B
Methyl tert-butyl ether 5.00 ug/L1.10 Total/NA5229SM6200-B
m-Xylene & p-Xylene 25.0 ug/L3.15 Total/NA5128SM6200-B
Naphthalene 25.0 ug/L15.0 Total/NA5143SM6200-B
n-Butylbenzene 5.00 ug/L3.80 Total/NA58.36 SM6200-B
N-Propylbenzene 5.00 ug/L3.45 Total/NA574.9 SM6200-B
o-Xylene 25.0 ug/L3.00 Total/NA54.23 J SM6200-B
sec-Butylbenzene 5.00 ug/L3.50 Total/NA55.23 SM6200-B
t-Amyl alcohol 50.0 ug/L22.5 Total/NA5795SM6200-B
t-Butyl alcohol 50.0 ug/L24.5 Total/NA52790SM6200-B
Tert-butyl ethyl ether 5.00 ug/L1.40 Total/NA547.6 SM6200-B
Toluene 5.00 ug/L2.05 Total/NA512.6 SM6200-B
Client Sample ID: RW-3 Lab Sample ID: 680-223876-11
1,2,4-Trimethylbenzene
RL
1.00 ug/L
MDL
0.820
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA17.38 SM6200-B
1,3,5-Trimethylbenzene 1.00 ug/L0.560 Total/NA147.6 SM6200-B
2-Butanone (MEK)25.0 ug/L2.60 Total/NA1596SM6200-B
2-Hexanone 25.0 ug/L1.40 Total/NA1300SM6200-B
4-Isopropyltoluene 1.00 ug/L0.710 Total/NA134.4 SM6200-B
Acetone 25.0 ug/L10.0 Total/NA1401SM6200-B
Benzene 1.00 ug/L0.130 Total/NA182.0 SM6200-B
Ethanol 100 ug/L24.0 Total/NA1158BSM6200-B
Ethylbenzene 1.00 ug/L0.500 Total/NA124.8 SM6200-B
Isopropyl ether 1.00 ug/L0.200 Total/NA17.63 SM6200-B
Isopropylbenzene 1.00 ug/L0.530 Total/NA130.9 SM6200-B
Methyl tert-butyl ether 1.00 ug/L0.220 Total/NA129.1 SM6200-B
m-Xylene & p-Xylene 5.00 ug/L0.630 Total/NA13.71 J SM6200-B
Naphthalene 5.00 ug/L3.00 Total/NA190.1 SM6200-B
n-Butylbenzene 1.00 ug/L0.760 Total/NA162.6 SM6200-B
N-Propylbenzene 1.00 ug/L0.690 Total/NA165.2 SM6200-B
sec-Butylbenzene 1.00 ug/L0.700 Total/NA152.7 SM6200-B
t-Amyl alcohol 10.0 ug/L4.50 Total/NA1730SM6200-B
t-Butyl alcohol 10.0 ug/L4.90 Total/NA122600ESM6200-B
Tert-butyl ethyl ether 1.00 ug/L0.280 Total/NA12.57 SM6200-B
tert-Butylbenzene 1.00 ug/L0.630 Total/NA15.39 SM6200-B
Toluene 1.00 ug/L0.410 Total/NA10.624 J SM6200-B
Client Sample ID: RW-6 Lab Sample ID: 680-223876-12
1,2,4-Trimethylbenzene
RL
1.00 ug/L
MDL
0.820
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA13.49 SM6200-B
1,3,5-Trimethylbenzene 1.00 ug/L0.560 Total/NA119.1 SM6200-B
2-Butanone (MEK)25.0 ug/L2.60 Total/NA16.65 J SM6200-B
4-Isopropyltoluene 1.00 ug/L0.710 Total/NA110.1 SM6200-B
Acetone 25.0 ug/L10.0 Total/NA116.2 J SM6200-B
Benzene 1.00 ug/L0.130 Total/NA150.8 SM6200-B
Ethanol 100 ug/L24.0 Total/NA1138BSM6200-B
Ethylbenzene 1.00 ug/L0.500 Total/NA135.5 SM6200-B
Isopropyl ether 1.00 ug/L0.200 Total/NA113.5 SM6200-B
Isopropylbenzene 1.00 ug/L0.530 Total/NA114.9 SM6200-B
Eurofins Savannah
This Detection Summary does not include radiochemical test results.
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Detection Summary
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Client Sample ID: RW-6 (Continued)Lab Sample ID: 680-223876-12
Methyl tert-butyl ether
RL
1.00 ug/L
MDL
0.220
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA152.6 SM6200-B
m-Xylene & p-Xylene 5.00 ug/L0.630 Total/NA110.3 SM6200-B
Naphthalene 5.00 ug/L3.00 Total/NA132.9 SM6200-B
n-Butylbenzene 1.00 ug/L0.760 Total/NA110.4 SM6200-B
N-Propylbenzene 1.00 ug/L0.690 Total/NA138.5 SM6200-B
sec-Butylbenzene 1.00 ug/L0.700 Total/NA17.08 SM6200-B
t-Amyl alcohol 10.0 ug/L4.50 Total/NA1394SM6200-B
t-Butyl alcohol 10.0 ug/L4.90 Total/NA11840SM6200-B
Tert-butyl ethyl ether 1.00 ug/L0.280 Total/NA113.8 SM6200-B
tert-Butylbenzene 1.00 ug/L0.630 Total/NA10.786 J SM6200-B
Toluene 1.00 ug/L0.410 Total/NA11.25 SM6200-B
Client Sample ID: RW-7 Lab Sample ID: 680-223876-13
1,2,4-Trimethylbenzene
RL
1.00 ug/L
MDL
0.820
Analyte Result Qualifier Unit Dil Fac D Method Prep Type
Total/NA12.12 SM6200-B
1,3,5-Trimethylbenzene 1.00 ug/L0.560 Total/NA11.27 SM6200-B
2-Butanone (MEK)25.0 ug/L2.60 Total/NA17.75 J SM6200-B
Acetone 25.0 ug/L10.0 Total/NA121.3 J SM6200-B
Benzene 1.00 ug/L0.130 Total/NA113.4 SM6200-B
Ethanol 100 ug/L24.0 Total/NA1162BSM6200-B
Ethylbenzene 1.00 ug/L0.500 Total/NA119.3 SM6200-B
Isopropyl ether 1.00 ug/L0.200 Total/NA14.67 SM6200-B
Isopropylbenzene 1.00 ug/L0.530 Total/NA152.0 SM6200-B
Methyl tert-butyl ether 1.00 ug/L0.220 Total/NA122.9 SM6200-B
m-Xylene & p-Xylene 5.00 ug/L0.630 Total/NA17.55 SM6200-B
Naphthalene 5.00 ug/L3.00 Total/NA144.4 SM6200-B
n-Butylbenzene 1.00 ug/L0.760 Total/NA14.75 SM6200-B
N-Propylbenzene 1.00 ug/L0.690 Total/NA1110SM6200-B
o-Xylene 5.00 ug/L0.600 Total/NA11.04 J SM6200-B
sec-Butylbenzene 1.00 ug/L0.700 Total/NA15.43 SM6200-B
t-Amyl alcohol 10.0 ug/L4.50 Total/NA1151SM6200-B
t-Butyl alcohol 10.0 ug/L4.90 Total/NA1222SM6200-B
Tert-amyl methyl ether 1.00 ug/L0.230 Total/NA11.93 SM6200-B
Tert-butyl ethyl ether 1.00 ug/L0.280 Total/NA117.3 SM6200-B
tert-Butylbenzene 1.00 ug/L0.630 Total/NA10.966 J SM6200-B
Toluene 1.00 ug/L0.410 Total/NA12.15 SM6200-B
Eurofins Savannah
This Detection Summary does not include radiochemical test results.
Page 11 of 56 11/29/2022 (Rev. 1)
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-1Client Sample ID: MW-2R
Matrix: WaterDate Collected: 10/20/22 08:50
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds
RL MDL
ND 1.00 0.160 ug/L 10/31/22 11:03 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,1,1,2-Tetrachloroethane
1.00 0.180 ug/L 10/31/22 11:03 1ND1,1,1-Trichloroethane
1.00 0.500 ug/L 10/31/22 11:03 1ND1,1,2,2-Tetrachloroethane
5.00 0.210 ug/L 10/31/22 11:03 1ND1,1,2-Trichloroethane
1.00 0.500 ug/L 10/31/22 11:03 1ND1,1-Dichloroethane
1.00 0.500 ug/L 10/31/22 11:03 1ND1,1-Dichloroethene
1.00 0.500 ug/L 10/31/22 11:03 1ND1,1-Dichloropropene
1.00 0.900 ug/L 10/31/22 11:03 1ND1,2,3-Trichlorobenzene
5.00 0.840 ug/L 10/31/22 11:03 1ND1,2,3-Trichloropropane
1.00 0.820 ug/L 10/31/22 11:03 1ND1,2,4-Trichlorobenzene
1.00 0.820 ug/L 10/31/22 11:03 165.71,2,4-Trimethylbenzene
1.00 0.230 ug/L 10/31/22 11:03 1ND1,2-Dibromoethane (EDB)
1.00 0.500 ug/L 10/31/22 11:03 1ND1,2-Dichlorobenzene
1.00 0.190 ug/L 10/31/22 11:03 1ND1,2-Dichloroethane
1.00 0.500 ug/L 10/31/22 11:03 1ND1,2-Dichloropropane
1.00 0.560 ug/L 10/31/22 11:03 11551,3,5-Trimethylbenzene
1.00 0.540 ug/L 10/31/22 11:03 1ND1,3-Dichlorobenzene
1.00 0.500 ug/L 10/31/22 11:03 1ND1,3-Dichloropropane
1.00 0.640 ug/L 10/31/22 11:03 1ND1,4-Dichlorobenzene
1.00 0.500 ug/L 10/31/22 11:03 1ND2,2-Dichloropropane
25.0 2.60 ug/L 10/31/22 11:03 112.9 J2-Butanone (MEK)
1.00 0.570 ug/L 10/31/22 11:03 1ND2-Chlorotoluene
25.0 1.40 ug/L 10/31/22 11:03 1ND2-Hexanone
20.0 12.0 ug/L 10/31/22 11:03 1ND3,3-Dimethyl-1-butanol
1.00 0.560 ug/L 10/31/22 11:03 1ND4-Chlorotoluene
1.00 0.710 ug/L 10/31/22 11:03 112.64-Isopropyltoluene
25.0 1.80 ug/L 10/31/22 11:03 1ND4-Methyl-2-pentanone (MIBK)
25.0 10.0 ug/L 10/31/22 11:03 139.2Acetone
1.00 0.540 ug/L 10/31/22 11:03 1NDBromobenzene
5.00 0.250 ug/L 10/31/22 11:03 1NDBromoform
1.00 0.980 ug/L 10/31/22 11:03 1ND*+Bromomethane
1.00 0.190 ug/L 10/31/22 11:03 1NDCarbon tetrachloride
1.00 0.150 ug/L 10/31/22 11:03 1NDChlorobenzene
1.00 0.210 ug/L 10/31/22 11:03 1NDChlorobromomethane
1.00 0.240 ug/L 10/31/22 11:03 1NDChlorodibromomethane
1.00 0.760 ug/L 10/31/22 11:03 1NDChloroethane
1.00 1.00 ug/L 10/31/22 11:03 1NDChloroform
1.00 0.320 ug/L 10/31/22 11:03 1NDChloromethane
1.00 0.200 ug/L 10/31/22 11:03 1NDcis-1,2-Dichloroethene
5.00 0.500 ug/L 10/31/22 11:03 1NDcis-1,3-Dichloropropene
5.00 0.220 ug/L 10/31/22 11:03 1NDDibromomethane
1.00 0.500 ug/L 10/31/22 11:03 1NDDichlorobromomethane
1.00 0.850 ug/L 10/31/22 11:03 1NDDichlorodifluoromethane
100 24.0 ug/L 10/31/22 11:03 132.5 JEthanol
1.00 0.200 ug/L 10/31/22 11:03 13.37Isopropyl ether
1.00 0.530 ug/L 10/31/22 11:03 154.8Isopropylbenzene
1.00 0.220 ug/L 10/31/22 11:03 112.8Methyl tert-butyl ether
5.00 3.00 ug/L 10/31/22 11:03 17.73Methylene Chloride
5.00 0.630 ug/L 10/31/22 11:03 188.1m-Xylene & p-Xylene
Eurofins Savannah
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-1Client Sample ID: MW-2R
Matrix: WaterDate Collected: 10/20/22 08:50
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds (Continued)
RL MDL
65.6 1.00 0.760 ug/L 10/31/22 11:03 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
n-Butylbenzene
5.00 0.600 ug/L 10/31/22 11:03 12.35 Jo-Xylene
1.00 0.700 ug/L 10/31/22 11:03 117.4sec-Butylbenzene
1.00 1.00 ug/L 10/31/22 11:03 1NDStyrene
10.0 4.50 ug/L 10/31/22 11:03 1268t-Amyl alcohol
10.0 4.90 ug/L 10/31/22 11:03 1334t-Butyl alcohol
1.00 0.230 ug/L 10/31/22 11:03 1NDTert-amyl methyl ether
1.00 0.280 ug/L 10/31/22 11:03 15.95Tert-butyl ethyl ether
10.0 2.40 ug/L 10/31/22 11:03 1NDtert-Butyl Formate
1.00 0.630 ug/L 10/31/22 11:03 10.863 Jtert-Butylbenzene
1.00 0.900 ug/L 10/31/22 11:03 1NDTetrachloroethene
1.00 0.410 ug/L 10/31/22 11:03 16.74Toluene
1.00 0.500 ug/L 10/31/22 11:03 1NDtrans-1,2-Dichloroethene
5.00 0.200 ug/L 10/31/22 11:03 1NDtrans-1,3-Dichloropropene
1.00 0.150 ug/L 10/31/22 11:03 1NDTrichloroethene
1.00 0.520 ug/L 10/31/22 11:03 1NDTrichlorofluoromethane
25.0 0.930 ug/L 10/31/22 11:03 1NDVinyl acetate
1.00 0.500 ug/L 10/31/22 11:03 1NDVinyl chloride
4-Bromofluorobenzene 88 72-119 10/31/22 11:03 1
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
Dibromofluoromethane 96 10/31/22 11:03 175-126
Toluene-d8 (Surr)99 10/31/22 11:03 164-132
Method: SM6200-B - Volatile Organic Compounds - DL
RL MDL
705 5.00 0.650 ug/L 11/02/22 21:27 5
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
Benzene
5.00 2.50 ug/L 11/02/22 21:27 5298Ethylbenzene
25.0 15.0 ug/L 11/02/22 21:27 5287Naphthalene
5.00 3.45 ug/L 11/02/22 21:27 5126N-Propylbenzene
4-Bromofluorobenzene 98 72-119 11/02/22 21:27 5
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
Dibromofluoromethane 96 11/02/22 21:27 575-126
Toluene-d8 (Surr)100 11/02/22 21:27 564-132
Lab Sample ID: 680-223876-2Client Sample ID: MW-3
Matrix: WaterDate Collected: 10/20/22 11:05
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds
RL MDL
ND 2.00 0.320 ug/L 11/03/22 21:00 2
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,1,1,2-Tetrachloroethane
2.00 0.360 ug/L 11/03/22 21:00 2ND1,1,1-Trichloroethane
2.00 1.00 ug/L 11/03/22 21:00 2ND1,1,2,2-Tetrachloroethane
10.0 0.420 ug/L 11/03/22 21:00 2ND1,1,2-Trichloroethane
2.00 1.00 ug/L 11/03/22 21:00 2ND1,1-Dichloroethane
2.00 1.00 ug/L 11/03/22 21:00 2ND1,1-Dichloroethene
2.00 1.00 ug/L 11/03/22 21:00 2ND1,1-Dichloropropene
2.00 1.80 ug/L 11/03/22 21:00 2ND1,2,3-Trichlorobenzene
10.0 1.68 ug/L 11/03/22 21:00 2ND1,2,3-Trichloropropane
Eurofins Savannah
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-2Client Sample ID: MW-3
Matrix: WaterDate Collected: 10/20/22 11:05
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds (Continued)
RL MDL
ND 2.00 1.64 ug/L 11/03/22 21:00 2
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,2,4-Trichlorobenzene
2.00 1.64 ug/L 11/03/22 21:00 22.071,2,4-Trimethylbenzene
2.00 0.460 ug/L 11/03/22 21:00 2ND1,2-Dibromoethane (EDB)
2.00 1.00 ug/L 11/03/22 21:00 2ND1,2-Dichlorobenzene
2.00 0.380 ug/L 11/03/22 21:00 2ND1,2-Dichloroethane
2.00 1.00 ug/L 11/03/22 21:00 2ND1,2-Dichloropropane
2.00 1.12 ug/L 11/03/22 21:00 216.81,3,5-Trimethylbenzene
2.00 1.08 ug/L 11/03/22 21:00 2ND1,3-Dichlorobenzene
2.00 1.00 ug/L 11/03/22 21:00 2ND1,3-Dichloropropane
2.00 1.28 ug/L 11/03/22 21:00 2ND1,4-Dichlorobenzene
2.00 1.00 ug/L 11/03/22 21:00 2ND2,2-Dichloropropane
50.0 5.20 ug/L 11/03/22 21:00 25.43 J2-Butanone (MEK)
2.00 1.14 ug/L 11/03/22 21:00 2ND2-Chlorotoluene
50.0 2.80 ug/L 11/03/22 21:00 2ND2-Hexanone
40.0 24.0 ug/L 11/03/22 21:00 2ND3,3-Dimethyl-1-butanol
2.00 1.12 ug/L 11/03/22 21:00 2ND4-Chlorotoluene
2.00 1.42 ug/L 11/03/22 21:00 2ND4-Isopropyltoluene
50.0 3.60 ug/L 11/03/22 21:00 2ND4-Methyl-2-pentanone (MIBK)
50.0 20.0 ug/L 11/03/22 21:00 2NDAcetone
2.00 0.260 ug/L 11/03/22 21:00 234.4Benzene
2.00 1.08 ug/L 11/03/22 21:00 2NDBromobenzene
10.0 0.500 ug/L 11/03/22 21:00 2NDBromoform
2.00 1.96 ug/L 11/03/22 21:00 2NDBromomethane
2.00 0.380 ug/L 11/03/22 21:00 2NDCarbon tetrachloride
2.00 0.300 ug/L 11/03/22 21:00 2NDChlorobenzene
2.00 0.420 ug/L 11/03/22 21:00 2NDChlorobromomethane
2.00 0.480 ug/L 11/03/22 21:00 2NDChlorodibromomethane
2.00 1.52 ug/L 11/03/22 21:00 2NDChloroethane
2.00 2.00 ug/L 11/03/22 21:00 2NDChloroform
2.00 0.640 ug/L 11/03/22 21:00 2NDChloromethane
2.00 0.400 ug/L 11/03/22 21:00 2NDcis-1,2-Dichloroethene
10.0 1.00 ug/L 11/03/22 21:00 2NDcis-1,3-Dichloropropene
10.0 0.440 ug/L 11/03/22 21:00 2NDDibromomethane
2.00 1.00 ug/L 11/03/22 21:00 2NDDichlorobromomethane
2.00 1.70 ug/L 11/03/22 21:00 2NDDichlorodifluoromethane
200 48.0 ug/L 11/03/22 21:00 2103J BEthanol
2.00 1.00 ug/L 11/03/22 21:00 281.6Ethylbenzene
2.00 0.400 ug/L 11/03/22 21:00 26.04Isopropyl ether
2.00 1.06 ug/L 11/03/22 21:00 254.8Isopropylbenzene
2.00 0.440 ug/L 11/03/22 21:00 243.8Methyl tert-butyl ether
10.0 6.00 ug/L 11/03/22 21:00 2NDMethylene Chloride
10.0 1.26 ug/L 11/03/22 21:00 218.7m-Xylene & p-Xylene
10.0 6.00 ug/L 11/03/22 21:00 2295Naphthalene
2.00 1.52 ug/L 11/03/22 21:00 217.0n-Butylbenzene
10.0 1.20 ug/L 11/03/22 21:00 22.47 Jo-Xylene
2.00 1.40 ug/L 11/03/22 21:00 29.96sec-Butylbenzene
2.00 2.00 ug/L 11/03/22 21:00 2NDStyrene
20.0 9.00 ug/L 11/03/22 21:00 2565t-Amyl alcohol
20.0 9.80 ug/L 11/03/22 21:00 2611t-Butyl alcohol
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-2Client Sample ID: MW-3
Matrix: WaterDate Collected: 10/20/22 11:05
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds (Continued)
RL MDL
ND 2.00 0.460 ug/L 11/03/22 21:00 2
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
Tert-amyl methyl ether
2.00 0.560 ug/L 11/03/22 21:00 26.16Tert-butyl ethyl ether
20.0 4.80 ug/L 11/03/22 21:00 2NDtert-Butyl Formate
2.00 1.26 ug/L 11/03/22 21:00 2NDtert-Butylbenzene
2.00 1.80 ug/L 11/03/22 21:00 2NDTetrachloroethene
2.00 0.820 ug/L 11/03/22 21:00 24.17Toluene
2.00 1.00 ug/L 11/03/22 21:00 2NDtrans-1,2-Dichloroethene
10.0 0.400 ug/L 11/03/22 21:00 2NDtrans-1,3-Dichloropropene
2.00 0.300 ug/L 11/03/22 21:00 2NDTrichloroethene
2.00 1.04 ug/L 11/03/22 21:00 2NDTrichlorofluoromethane
50.0 1.86 ug/L 11/03/22 21:00 2NDVinyl acetate
2.00 1.00 ug/L 11/03/22 21:00 2NDVinyl chloride
4-Bromofluorobenzene 102 72-119 11/03/22 21:00 2
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
Dibromofluoromethane 98 11/03/22 21:00 275-126
Toluene-d8 (Surr)100 11/03/22 21:00 264-132
Method: SM6200-B - Volatile Organic Compounds - DL
RL MDL
150 5.00 3.45 ug/L 10/31/22 16:39 5
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
N-Propylbenzene
4-Bromofluorobenzene 100 72-119 10/31/22 16:39 5
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
Dibromofluoromethane 98 10/31/22 16:39 575-126
Toluene-d8 (Surr)98 10/31/22 16:39 564-132
Lab Sample ID: 680-223876-3Client Sample ID: MW-5R
Matrix: WaterDate Collected: 10/20/22 10:25
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds
RL MDL
ND 1.00 0.160 ug/L 11/03/22 19:16 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,1,1,2-Tetrachloroethane
1.00 0.180 ug/L 11/03/22 19:16 1ND1,1,1-Trichloroethane
1.00 0.500 ug/L 11/03/22 19:16 1ND1,1,2,2-Tetrachloroethane
5.00 0.210 ug/L 11/03/22 19:16 1ND1,1,2-Trichloroethane
1.00 0.500 ug/L 11/03/22 19:16 1ND1,1-Dichloroethane
1.00 0.500 ug/L 11/03/22 19:16 1ND1,1-Dichloroethene
1.00 0.500 ug/L 11/03/22 19:16 1ND1,1-Dichloropropene
1.00 0.900 ug/L 11/03/22 19:16 1ND1,2,3-Trichlorobenzene
5.00 0.840 ug/L 11/03/22 19:16 1ND1,2,3-Trichloropropane
1.00 0.820 ug/L 11/03/22 19:16 1ND1,2,4-Trichlorobenzene
1.00 0.820 ug/L 11/03/22 19:16 1ND1,2,4-Trimethylbenzene
1.00 0.230 ug/L 11/03/22 19:16 1ND1,2-Dibromoethane (EDB)
1.00 0.500 ug/L 11/03/22 19:16 1ND1,2-Dichlorobenzene
1.00 0.190 ug/L 11/03/22 19:16 1ND1,2-Dichloroethane
1.00 0.500 ug/L 11/03/22 19:16 1ND1,2-Dichloropropane
1.00 0.560 ug/L 11/03/22 19:16 1ND1,3,5-Trimethylbenzene
1.00 0.540 ug/L 11/03/22 19:16 1ND1,3-Dichlorobenzene
1.00 0.500 ug/L 11/03/22 19:16 1ND1,3-Dichloropropane
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-3Client Sample ID: MW-5R
Matrix: WaterDate Collected: 10/20/22 10:25
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds (Continued)
RL MDL
ND 1.00 0.640 ug/L 11/03/22 19:16 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,4-Dichlorobenzene
1.00 0.500 ug/L 11/03/22 19:16 1ND2,2-Dichloropropane
25.0 2.60 ug/L 11/03/22 19:16 1ND2-Butanone (MEK)
1.00 0.570 ug/L 11/03/22 19:16 1ND2-Chlorotoluene
25.0 1.40 ug/L 11/03/22 19:16 1ND2-Hexanone
20.0 12.0 ug/L 11/03/22 19:16 1ND3,3-Dimethyl-1-butanol
1.00 0.560 ug/L 11/03/22 19:16 1ND4-Chlorotoluene
1.00 0.710 ug/L 11/03/22 19:16 1ND4-Isopropyltoluene
25.0 1.80 ug/L 11/03/22 19:16 1ND4-Methyl-2-pentanone (MIBK)
25.0 10.0 ug/L 11/03/22 19:16 128.0Acetone
1.00 0.130 ug/L 11/03/22 19:16 1NDBenzene
1.00 0.540 ug/L 11/03/22 19:16 1NDBromobenzene
5.00 0.250 ug/L 11/03/22 19:16 1NDBromoform
1.00 0.980 ug/L 11/03/22 19:16 1NDBromomethane
1.00 0.190 ug/L 11/03/22 19:16 1NDCarbon tetrachloride
1.00 0.150 ug/L 11/03/22 19:16 1NDChlorobenzene
1.00 0.210 ug/L 11/03/22 19:16 1NDChlorobromomethane
1.00 0.240 ug/L 11/03/22 19:16 1NDChlorodibromomethane
1.00 0.760 ug/L 11/03/22 19:16 1NDChloroethane
1.00 1.00 ug/L 11/03/22 19:16 1NDChloroform
1.00 0.320 ug/L 11/03/22 19:16 1NDChloromethane
1.00 0.200 ug/L 11/03/22 19:16 1NDcis-1,2-Dichloroethene
5.00 0.500 ug/L 11/03/22 19:16 1NDcis-1,3-Dichloropropene
5.00 0.220 ug/L 11/03/22 19:16 1NDDibromomethane
1.00 0.500 ug/L 11/03/22 19:16 1NDDichlorobromomethane
1.00 0.850 ug/L 11/03/22 19:16 1NDDichlorodifluoromethane
100 24.0 ug/L 11/03/22 19:16 1123BEthanol
1.00 0.500 ug/L 11/03/22 19:16 1NDEthylbenzene
1.00 0.200 ug/L 11/03/22 19:16 1NDIsopropyl ether
1.00 0.530 ug/L 11/03/22 19:16 11.41Isopropylbenzene
1.00 0.220 ug/L 11/03/22 19:16 11.60Methyl tert-butyl ether
5.00 3.00 ug/L 11/03/22 19:16 1NDMethylene Chloride
5.00 0.630 ug/L 11/03/22 19:16 1NDm-Xylene & p-Xylene
5.00 3.00 ug/L 11/03/22 19:16 1NDNaphthalene
1.00 0.760 ug/L 11/03/22 19:16 1NDn-Butylbenzene
1.00 0.690 ug/L 11/03/22 19:16 12.01N-Propylbenzene
5.00 0.600 ug/L 11/03/22 19:16 1NDo-Xylene
1.00 0.700 ug/L 11/03/22 19:16 1NDsec-Butylbenzene
1.00 1.00 ug/L 11/03/22 19:16 1NDStyrene
10.0 4.50 ug/L 11/03/22 19:16 16.58 Jt-Amyl alcohol
10.0 4.90 ug/L 11/03/22 19:16 16.33 Jt-Butyl alcohol
1.00 0.230 ug/L 11/03/22 19:16 1NDTert-amyl methyl ether
1.00 0.280 ug/L 11/03/22 19:16 1NDTert-butyl ethyl ether
10.0 2.40 ug/L 11/03/22 19:16 1NDtert-Butyl Formate
1.00 0.630 ug/L 11/03/22 19:16 1NDtert-Butylbenzene
1.00 0.900 ug/L 11/03/22 19:16 1NDTetrachloroethene
1.00 0.410 ug/L 11/03/22 19:16 11.53Toluene
1.00 0.500 ug/L 11/03/22 19:16 1NDtrans-1,2-Dichloroethene
5.00 0.200 ug/L 11/03/22 19:16 1NDtrans-1,3-Dichloropropene
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-3Client Sample ID: MW-5R
Matrix: WaterDate Collected: 10/20/22 10:25
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds (Continued)
RL MDL
ND 1.00 0.150 ug/L 11/03/22 19:16 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
Trichloroethene
1.00 0.520 ug/L 11/03/22 19:16 1NDTrichlorofluoromethane
25.0 0.930 ug/L 11/03/22 19:16 1NDVinyl acetate
1.00 0.500 ug/L 11/03/22 19:16 1NDVinyl chloride
4-Bromofluorobenzene 92 72-119 11/03/22 19:16 1
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
Dibromofluoromethane 105 11/03/22 19:16 175-126
Toluene-d8 (Surr)98 11/03/22 19:16 164-132
Lab Sample ID: 680-223876-4Client Sample ID: MW-6R
Matrix: WaterDate Collected: 10/20/22 10:45
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds
RL MDL
ND 5.00 0.800 ug/L 11/03/22 21:41 5
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,1,1,2-Tetrachloroethane
5.00 0.900 ug/L 11/03/22 21:41 5ND1,1,1-Trichloroethane
5.00 2.50 ug/L 11/03/22 21:41 5ND1,1,2,2-Tetrachloroethane
25.0 1.05 ug/L 11/03/22 21:41 5ND1,1,2-Trichloroethane
5.00 2.50 ug/L 11/03/22 21:41 5ND1,1-Dichloroethane
5.00 2.50 ug/L 11/03/22 21:41 5ND1,1-Dichloroethene
5.00 2.50 ug/L 11/03/22 21:41 5ND1,1-Dichloropropene
5.00 4.50 ug/L 11/03/22 21:41 5ND1,2,3-Trichlorobenzene
25.0 4.20 ug/L 11/03/22 21:41 5ND1,2,3-Trichloropropane
5.00 4.10 ug/L 11/03/22 21:41 5ND1,2,4-Trichlorobenzene
5.00 4.10 ug/L 11/03/22 21:41 5ND1,2,4-Trimethylbenzene
5.00 1.15 ug/L 11/03/22 21:41 5ND1,2-Dibromoethane (EDB)
5.00 2.50 ug/L 11/03/22 21:41 5ND1,2-Dichlorobenzene
5.00 0.950 ug/L 11/03/22 21:41 5ND1,2-Dichloroethane
5.00 2.50 ug/L 11/03/22 21:41 5ND1,2-Dichloropropane
5.00 2.80 ug/L 11/03/22 21:41 5ND1,3,5-Trimethylbenzene
5.00 2.70 ug/L 11/03/22 21:41 5ND1,3-Dichlorobenzene
5.00 2.50 ug/L 11/03/22 21:41 5ND1,3-Dichloropropane
5.00 3.20 ug/L 11/03/22 21:41 5ND1,4-Dichlorobenzene
5.00 2.50 ug/L 11/03/22 21:41 5ND2,2-Dichloropropane
125 13.0 ug/L 11/03/22 21:41 522.2 J2-Butanone (MEK)
5.00 2.85 ug/L 11/03/22 21:41 5ND2-Chlorotoluene
125 7.00 ug/L 11/03/22 21:41 5ND2-Hexanone
100 60.0 ug/L 11/03/22 21:41 5ND3,3-Dimethyl-1-butanol
5.00 2.80 ug/L 11/03/22 21:41 5ND4-Chlorotoluene
5.00 3.55 ug/L 11/03/22 21:41 5ND4-Isopropyltoluene
125 9.00 ug/L 11/03/22 21:41 5ND4-Methyl-2-pentanone (MIBK)
125 50.0 ug/L 11/03/22 21:41 5NDAcetone
5.00 0.650 ug/L 11/03/22 21:41 5454Benzene
5.00 2.70 ug/L 11/03/22 21:41 5NDBromobenzene
25.0 1.25 ug/L 11/03/22 21:41 5NDBromoform
5.00 4.90 ug/L 11/03/22 21:41 5NDBromomethane
5.00 0.950 ug/L 11/03/22 21:41 5NDCarbon tetrachloride
5.00 0.750 ug/L 11/03/22 21:41 5NDChlorobenzene
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-4Client Sample ID: MW-6R
Matrix: WaterDate Collected: 10/20/22 10:45
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds (Continued)
RL MDL
ND 5.00 1.05 ug/L 11/03/22 21:41 5
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
Chlorobromomethane
5.00 1.20 ug/L 11/03/22 21:41 5NDChlorodibromomethane
5.00 3.80 ug/L 11/03/22 21:41 5NDChloroethane
5.00 5.00 ug/L 11/03/22 21:41 5NDChloroform
5.00 1.60 ug/L 11/03/22 21:41 5NDChloromethane
5.00 1.00 ug/L 11/03/22 21:41 5NDcis-1,2-Dichloroethene
25.0 2.50 ug/L 11/03/22 21:41 5NDcis-1,3-Dichloropropene
25.0 1.10 ug/L 11/03/22 21:41 5NDDibromomethane
5.00 2.50 ug/L 11/03/22 21:41 5NDDichlorobromomethane
5.00 4.25 ug/L 11/03/22 21:41 5NDDichlorodifluoromethane
500 120 ug/L 11/03/22 21:41 5364J BEthanol
5.00 2.50 ug/L 11/03/22 21:41 5124Ethylbenzene
5.00 1.00 ug/L 11/03/22 21:41 5NDIsopropyl ether
5.00 2.65 ug/L 11/03/22 21:41 534.9Isopropylbenzene
5.00 1.10 ug/L 11/03/22 21:41 5NDMethyl tert-butyl ether
25.0 15.0 ug/L 11/03/22 21:41 5NDMethylene Chloride
25.0 3.15 ug/L 11/03/22 21:41 510.4 Jm-Xylene & p-Xylene
25.0 15.0 ug/L 11/03/22 21:41 5305Naphthalene
5.00 3.80 ug/L 11/03/22 21:41 56.51n-Butylbenzene
5.00 3.45 ug/L 11/03/22 21:41 5100N-Propylbenzene
25.0 3.00 ug/L 11/03/22 21:41 5NDo-Xylene
5.00 3.50 ug/L 11/03/22 21:41 54.59 Jsec-Butylbenzene
5.00 5.00 ug/L 11/03/22 21:41 5NDStyrene
50.0 22.5 ug/L 11/03/22 21:41 5522t-Amyl alcohol
50.0 24.5 ug/L 11/03/22 21:41 565.2t-Butyl alcohol
5.00 1.15 ug/L 11/03/22 21:41 5NDTert-amyl methyl ether
5.00 1.40 ug/L 11/03/22 21:41 5NDTert-butyl ethyl ether
50.0 12.0 ug/L 11/03/22 21:41 5NDtert-Butyl Formate
5.00 3.15 ug/L 11/03/22 21:41 5NDtert-Butylbenzene
5.00 4.50 ug/L 11/03/22 21:41 5NDTetrachloroethene
5.00 2.05 ug/L 11/03/22 21:41 510.4Toluene
5.00 2.50 ug/L 11/03/22 21:41 5NDtrans-1,2-Dichloroethene
25.0 1.00 ug/L 11/03/22 21:41 5NDtrans-1,3-Dichloropropene
5.00 0.750 ug/L 11/03/22 21:41 5NDTrichloroethene
5.00 2.60 ug/L 11/03/22 21:41 5NDTrichlorofluoromethane
125 4.65 ug/L 11/03/22 21:41 5NDVinyl acetate
5.00 2.50 ug/L 11/03/22 21:41 5NDVinyl chloride
4-Bromofluorobenzene 104 72-119 11/03/22 21:41 5
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
Dibromofluoromethane 98 11/03/22 21:41 575-126
Toluene-d8 (Surr)100 11/03/22 21:41 564-132
Lab Sample ID: 680-223876-5Client Sample ID: MW-12
Matrix: WaterDate Collected: 10/20/22 13:30
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds
RL MDL
ND 10.0 1.60 ug/L 11/03/22 22:23 10
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,1,1,2-Tetrachloroethane
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-5Client Sample ID: MW-12
Matrix: WaterDate Collected: 10/20/22 13:30
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds (Continued)
RL MDL
ND 10.0 1.80 ug/L 11/03/22 22:23 10
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,1,1-Trichloroethane
10.0 5.00 ug/L 11/03/22 22:23 10ND1,1,2,2-Tetrachloroethane
50.0 2.10 ug/L 11/03/22 22:23 10ND1,1,2-Trichloroethane
10.0 5.00 ug/L 11/03/22 22:23 10ND1,1-Dichloroethane
10.0 5.00 ug/L 11/03/22 22:23 10ND1,1-Dichloroethene
10.0 5.00 ug/L 11/03/22 22:23 10ND1,1-Dichloropropene
10.0 9.00 ug/L 11/03/22 22:23 10ND1,2,3-Trichlorobenzene
50.0 8.40 ug/L 11/03/22 22:23 10ND1,2,3-Trichloropropane
10.0 8.20 ug/L 11/03/22 22:23 10ND1,2,4-Trichlorobenzene
10.0 8.20 ug/L 11/03/22 22:23 1019601,2,4-Trimethylbenzene
10.0 2.30 ug/L 11/03/22 22:23 10ND1,2-Dibromoethane (EDB)
10.0 5.00 ug/L 11/03/22 22:23 10ND1,2-Dichlorobenzene
10.0 1.90 ug/L 11/03/22 22:23 10ND1,2-Dichloroethane
10.0 5.00 ug/L 11/03/22 22:23 10ND1,2-Dichloropropane
10.0 5.60 ug/L 11/03/22 22:23 106981,3,5-Trimethylbenzene
10.0 5.40 ug/L 11/03/22 22:23 10ND1,3-Dichlorobenzene
10.0 5.00 ug/L 11/03/22 22:23 10ND1,3-Dichloropropane
10.0 6.40 ug/L 11/03/22 22:23 10ND1,4-Dichlorobenzene
10.0 5.00 ug/L 11/03/22 22:23 10ND2,2-Dichloropropane
250 26.0 ug/L 11/03/22 22:23 1055.6 J2-Butanone (MEK)
10.0 5.70 ug/L 11/03/22 22:23 10ND2-Chlorotoluene
250 14.0 ug/L 11/03/22 22:23 10ND2-Hexanone
200 120 ug/L 11/03/22 22:23 10ND3,3-Dimethyl-1-butanol
10.0 5.60 ug/L 11/03/22 22:23 10ND4-Chlorotoluene
10.0 7.10 ug/L 11/03/22 22:23 1025.14-Isopropyltoluene
250 18.0 ug/L 11/03/22 22:23 10ND4-Methyl-2-pentanone (MIBK)
250 100 ug/L 11/03/22 22:23 10101JAcetone
10.0 1.30 ug/L 11/03/22 22:23 10498Benzene
10.0 5.40 ug/L 11/03/22 22:23 10NDBromobenzene
50.0 2.50 ug/L 11/03/22 22:23 10NDBromoform
10.0 9.80 ug/L 11/03/22 22:23 10NDBromomethane
10.0 1.90 ug/L 11/03/22 22:23 10NDCarbon tetrachloride
10.0 1.50 ug/L 11/03/22 22:23 10NDChlorobenzene
10.0 2.10 ug/L 11/03/22 22:23 10NDChlorobromomethane
10.0 2.40 ug/L 11/03/22 22:23 10NDChlorodibromomethane
10.0 7.60 ug/L 11/03/22 22:23 10NDChloroethane
10.0 10.0 ug/L 11/03/22 22:23 10NDChloroform
10.0 3.20 ug/L 11/03/22 22:23 10NDChloromethane
10.0 2.00 ug/L 11/03/22 22:23 10NDcis-1,2-Dichloroethene
50.0 5.00 ug/L 11/03/22 22:23 10NDcis-1,3-Dichloropropene
50.0 2.20 ug/L 11/03/22 22:23 10NDDibromomethane
10.0 5.00 ug/L 11/03/22 22:23 10NDDichlorobromomethane
10.0 8.50 ug/L 11/03/22 22:23 10NDDichlorodifluoromethane
1000 240 ug/L 11/03/22 22:23 10455J BEthanol
10.0 5.00 ug/L 11/03/22 22:23 101300Ethylbenzene
10.0 2.00 ug/L 11/03/22 22:23 10NDIsopropyl ether
10.0 5.30 ug/L 11/03/22 22:23 10111Isopropylbenzene
10.0 2.20 ug/L 11/03/22 22:23 1062.5Methyl tert-butyl ether
50.0 30.0 ug/L 11/03/22 22:23 10NDMethylene Chloride
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-5Client Sample ID: MW-12
Matrix: WaterDate Collected: 10/20/22 13:30
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds (Continued)
RL MDL
2860 50.0 6.30 ug/L 11/03/22 22:23 10
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
m-Xylene & p-Xylene
50.0 30.0 ug/L 11/03/22 22:23 10657Naphthalene
10.0 7.60 ug/L 11/03/22 22:23 1092.1n-Butylbenzene
10.0 6.90 ug/L 11/03/22 22:23 10335N-Propylbenzene
50.0 6.00 ug/L 11/03/22 22:23 1058.4o-Xylene
10.0 7.00 ug/L 11/03/22 22:23 1029.6sec-Butylbenzene
10.0 10.0 ug/L 11/03/22 22:23 10NDStyrene
100 45.0 ug/L 11/03/22 22:23 10565t-Amyl alcohol
100 49.0 ug/L 11/03/22 22:23 10930t-Butyl alcohol
10.0 2.30 ug/L 11/03/22 22:23 10NDTert-amyl methyl ether
10.0 2.80 ug/L 11/03/22 22:23 1011.3Tert-butyl ethyl ether
100 24.0 ug/L 11/03/22 22:23 10NDtert-Butyl Formate
10.0 6.30 ug/L 11/03/22 22:23 10NDtert-Butylbenzene
10.0 9.00 ug/L 11/03/22 22:23 10NDTetrachloroethene
10.0 4.10 ug/L 11/03/22 22:23 1021.2Toluene
10.0 5.00 ug/L 11/03/22 22:23 10NDtrans-1,2-Dichloroethene
50.0 2.00 ug/L 11/03/22 22:23 10NDtrans-1,3-Dichloropropene
10.0 1.50 ug/L 11/03/22 22:23 10NDTrichloroethene
10.0 5.20 ug/L 11/03/22 22:23 10NDTrichlorofluoromethane
250 9.30 ug/L 11/03/22 22:23 10NDVinyl acetate
10.0 5.00 ug/L 11/03/22 22:23 10NDVinyl chloride
4-Bromofluorobenzene 101 72-119 11/03/22 22:23 10
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
Dibromofluoromethane 96 11/03/22 22:23 1075-126
Toluene-d8 (Surr)103 11/03/22 22:23 1064-132
Lab Sample ID: 680-223876-6Client Sample ID: MW-16
Matrix: WaterDate Collected: 10/20/22 08:15
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds
RL MDL
ND 10.0 1.60 ug/L 11/02/22 22:45 10
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,1,1,2-Tetrachloroethane
10.0 1.80 ug/L 11/02/22 22:45 10ND1,1,1-Trichloroethane
10.0 5.00 ug/L 11/02/22 22:45 10ND1,1,2,2-Tetrachloroethane
50.0 2.10 ug/L 11/02/22 22:45 10ND1,1,2-Trichloroethane
10.0 5.00 ug/L 11/02/22 22:45 10ND1,1-Dichloroethane
10.0 5.00 ug/L 11/02/22 22:45 10ND1,1-Dichloroethene
10.0 5.00 ug/L 11/02/22 22:45 10ND1,1-Dichloropropene
10.0 9.00 ug/L 11/02/22 22:45 10ND1,2,3-Trichlorobenzene
50.0 8.40 ug/L 11/02/22 22:45 10ND1,2,3-Trichloropropane
10.0 8.20 ug/L 11/02/22 22:45 10ND1,2,4-Trichlorobenzene
10.0 8.20 ug/L 11/02/22 22:45 1028801,2,4-Trimethylbenzene
10.0 2.30 ug/L 11/02/22 22:45 10ND1,2-Dibromoethane (EDB)
10.0 5.00 ug/L 11/02/22 22:45 10ND1,2-Dichlorobenzene
10.0 1.90 ug/L 11/02/22 22:45 10ND1,2-Dichloroethane
10.0 5.00 ug/L 11/02/22 22:45 10ND1,2-Dichloropropane
10.0 5.60 ug/L 11/02/22 22:45 1010101,3,5-Trimethylbenzene
10.0 5.40 ug/L 11/02/22 22:45 10ND1,3-Dichlorobenzene
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-6Client Sample ID: MW-16
Matrix: WaterDate Collected: 10/20/22 08:15
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds (Continued)
RL MDL
ND 10.0 5.00 ug/L 11/02/22 22:45 10
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,3-Dichloropropane
10.0 6.40 ug/L 11/02/22 22:45 10ND1,4-Dichlorobenzene
10.0 5.00 ug/L 11/02/22 22:45 10ND2,2-Dichloropropane
250 26.0 ug/L 11/02/22 22:45 1044.2 J2-Butanone (MEK)
10.0 5.70 ug/L 11/02/22 22:45 10ND2-Chlorotoluene
250 14.0 ug/L 11/02/22 22:45 10ND2-Hexanone
200 120 ug/L 11/02/22 22:45 10ND3,3-Dimethyl-1-butanol
200 120 ug/L 11/04/22 23:38 10NDH3,3-Dimethyl-1-butanol
10.0 5.60 ug/L 11/02/22 22:45 10ND4-Chlorotoluene
10.0 7.10 ug/L 11/02/22 22:45 1043.34-Isopropyltoluene
250 18.0 ug/L 11/02/22 22:45 10ND4-Methyl-2-pentanone (MIBK)
250 100 ug/L 11/02/22 22:45 10464*+Acetone
250 100 ug/L 11/04/22 23:38 10NDHAcetone
10.0 1.30 ug/L 11/02/22 22:45 10589Benzene
10.0 5.40 ug/L 11/02/22 22:45 10NDBromobenzene
50.0 2.50 ug/L 11/02/22 22:45 10NDBromoform
10.0 9.80 ug/L 11/02/22 22:45 10NDBromomethane
10.0 1.90 ug/L 11/02/22 22:45 10NDCarbon tetrachloride
10.0 1.50 ug/L 11/02/22 22:45 10NDChlorobenzene
10.0 2.10 ug/L 11/02/22 22:45 10NDChlorobromomethane
10.0 2.40 ug/L 11/02/22 22:45 10NDChlorodibromomethane
10.0 7.60 ug/L 11/02/22 22:45 10NDChloroethane
10.0 10.0 ug/L 11/02/22 22:45 10NDChloroform
10.0 3.20 ug/L 11/02/22 22:45 10NDChloromethane
10.0 2.00 ug/L 11/02/22 22:45 10NDcis-1,2-Dichloroethene
50.0 5.00 ug/L 11/02/22 22:45 10NDcis-1,3-Dichloropropene
50.0 2.20 ug/L 11/02/22 22:45 10NDDibromomethane
10.0 5.00 ug/L 11/02/22 22:45 10NDDichlorobromomethane
10.0 8.50 ug/L 11/02/22 22:45 10NDDichlorodifluoromethane
1000 240 ug/L 11/02/22 22:45 101410Ethanol
1000 240 ug/L 11/04/22 23:38 10876J H B *+Ethanol
10.0 5.00 ug/L 11/02/22 22:45 101850Ethylbenzene
10.0 2.00 ug/L 11/02/22 22:45 104.09 JIsopropyl ether
10.0 5.30 ug/L 11/02/22 22:45 10169Isopropylbenzene
10.0 2.20 ug/L 11/02/22 22:45 1066.4Methyl tert-butyl ether
50.0 30.0 ug/L 11/02/22 22:45 10NDMethylene Chloride
50.0 6.30 ug/L 11/02/22 22:45 103760Em-Xylene & p-Xylene
50.0 6.30 ug/L 11/04/22 23:38 102980Hm-Xylene & p-Xylene
50.0 30.0 ug/L 11/02/22 22:45 10797Naphthalene
10.0 7.60 ug/L 11/02/22 22:45 10176n-Butylbenzene
10.0 6.90 ug/L 11/02/22 22:45 10572N-Propylbenzene
50.0 6.00 ug/L 11/02/22 22:45 1094.0o-Xylene
10.0 7.00 ug/L 11/02/22 22:45 1052.9sec-Butylbenzene
10.0 10.0 ug/L 11/02/22 22:45 10NDStyrene
100 45.0 ug/L 11/02/22 22:45 10442t-Amyl alcohol
100 49.0 ug/L 11/02/22 22:45 10984t-Butyl alcohol
10.0 2.30 ug/L 11/02/22 22:45 10NDTert-amyl methyl ether
10.0 2.80 ug/L 11/02/22 22:45 109.72 JTert-butyl ethyl ether
100 24.0 ug/L 11/02/22 22:45 10NDtert-Butyl Formate
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-6Client Sample ID: MW-16
Matrix: WaterDate Collected: 10/20/22 08:15
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds (Continued)
RL MDL
ND 10.0 6.30 ug/L 11/02/22 22:45 10
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
tert-Butylbenzene
10.0 9.00 ug/L 11/02/22 22:45 10NDTetrachloroethene
10.0 4.10 ug/L 11/02/22 22:45 1026.8Toluene
10.0 5.00 ug/L 11/02/22 22:45 10NDtrans-1,2-Dichloroethene
50.0 2.00 ug/L 11/02/22 22:45 10NDtrans-1,3-Dichloropropene
10.0 1.50 ug/L 11/02/22 22:45 10NDTrichloroethene
10.0 5.20 ug/L 11/02/22 22:45 10NDTrichlorofluoromethane
250 9.30 ug/L 11/02/22 22:45 10NDVinyl acetate
10.0 5.00 ug/L 11/02/22 22:45 10NDVinyl chloride
4-Bromofluorobenzene 95 72-119 11/02/22 22:45 10
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
4-Bromofluorobenzene 92 11/04/22 23:38 1072-119
Dibromofluoromethane 97 11/02/22 22:45 1075-126
Dibromofluoromethane 100 11/04/22 23:38 1075-126
Toluene-d8 (Surr)97 11/02/22 22:45 1064-132
Toluene-d8 (Surr)100 11/04/22 23:38 1064-132
Lab Sample ID: 680-223876-7Client Sample ID: MW-17
Matrix: WaterDate Collected: 10/20/22 09:00
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds
RL MDL
ND 10.0 1.60 ug/L 11/02/22 23:11 10
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,1,1,2-Tetrachloroethane
10.0 1.80 ug/L 11/02/22 23:11 10ND1,1,1-Trichloroethane
10.0 5.00 ug/L 11/02/22 23:11 10ND1,1,2,2-Tetrachloroethane
50.0 2.10 ug/L 11/02/22 23:11 10ND1,1,2-Trichloroethane
10.0 5.00 ug/L 11/02/22 23:11 10ND1,1-Dichloroethane
10.0 5.00 ug/L 11/02/22 23:11 10ND1,1-Dichloroethene
10.0 5.00 ug/L 11/02/22 23:11 10ND1,1-Dichloropropene
10.0 9.00 ug/L 11/02/22 23:11 10ND1,2,3-Trichlorobenzene
50.0 8.40 ug/L 11/02/22 23:11 10ND1,2,3-Trichloropropane
10.0 8.20 ug/L 11/02/22 23:11 10ND1,2,4-Trichlorobenzene
10.0 8.20 ug/L 11/02/22 23:11 103791,2,4-Trimethylbenzene
10.0 2.30 ug/L 11/02/22 23:11 10ND1,2-Dibromoethane (EDB)
10.0 5.00 ug/L 11/02/22 23:11 10ND1,2-Dichlorobenzene
10.0 1.90 ug/L 11/02/22 23:11 10ND1,2-Dichloroethane
10.0 5.00 ug/L 11/02/22 23:11 10ND1,2-Dichloropropane
10.0 5.60 ug/L 11/02/22 23:11 104401,3,5-Trimethylbenzene
10.0 5.40 ug/L 11/02/22 23:11 10ND1,3-Dichlorobenzene
10.0 5.00 ug/L 11/02/22 23:11 10ND1,3-Dichloropropane
10.0 6.40 ug/L 11/02/22 23:11 10ND1,4-Dichlorobenzene
10.0 5.00 ug/L 11/02/22 23:11 10ND2,2-Dichloropropane
250 26.0 ug/L 11/02/22 23:11 10ND2-Butanone (MEK)
10.0 5.70 ug/L 11/02/22 23:11 10ND2-Chlorotoluene
250 14.0 ug/L 11/02/22 23:11 10ND2-Hexanone
100 60.0 ug/L 10/31/22 17:20 5ND3,3-Dimethyl-1-butanol
10.0 5.60 ug/L 11/02/22 23:11 10ND4-Chlorotoluene
10.0 7.10 ug/L 11/02/22 23:11 1066.34-Isopropyltoluene
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-7Client Sample ID: MW-17
Matrix: WaterDate Collected: 10/20/22 09:00
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds (Continued)
RL MDL
ND 250 18.0 ug/L 11/02/22 23:11 10
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
4-Methyl-2-pentanone (MIBK)
250 100 ug/L 11/02/22 23:11 10ND*+Acetone
10.0 1.30 ug/L 11/02/22 23:11 102600Benzene
10.0 5.40 ug/L 11/02/22 23:11 10NDBromobenzene
50.0 2.50 ug/L 11/02/22 23:11 10NDBromoform
10.0 9.80 ug/L 11/02/22 23:11 10NDBromomethane
10.0 1.90 ug/L 11/02/22 23:11 10NDCarbon tetrachloride
10.0 1.50 ug/L 11/02/22 23:11 10NDChlorobenzene
10.0 2.10 ug/L 11/02/22 23:11 10NDChlorobromomethane
10.0 2.40 ug/L 11/02/22 23:11 10NDChlorodibromomethane
10.0 7.60 ug/L 11/02/22 23:11 10NDChloroethane
10.0 10.0 ug/L 11/02/22 23:11 10NDChloroform
10.0 3.20 ug/L 11/02/22 23:11 10NDChloromethane
10.0 2.00 ug/L 11/02/22 23:11 10NDcis-1,2-Dichloroethene
50.0 5.00 ug/L 11/02/22 23:11 10NDcis-1,3-Dichloropropene
50.0 2.20 ug/L 11/02/22 23:11 10NDDibromomethane
10.0 5.00 ug/L 11/02/22 23:11 10NDDichlorobromomethane
10.0 8.50 ug/L 11/02/22 23:11 10NDDichlorodifluoromethane
1000 240 ug/L 11/02/22 23:11 10799JEthanol
10.0 5.00 ug/L 11/02/22 23:11 10676Ethylbenzene
10.0 2.00 ug/L 11/02/22 23:11 1016.0Isopropyl ether
10.0 5.30 ug/L 11/02/22 23:11 10138Isopropylbenzene
10.0 2.20 ug/L 11/02/22 23:11 1052.1Methyl tert-butyl ether
50.0 30.0 ug/L 11/02/22 23:11 10NDMethylene Chloride
50.0 6.30 ug/L 11/02/22 23:11 10610m-Xylene & p-Xylene
50.0 30.0 ug/L 11/02/22 23:11 10318Naphthalene
10.0 7.60 ug/L 11/02/22 23:11 10199n-Butylbenzene
10.0 6.90 ug/L 11/02/22 23:11 10425N-Propylbenzene
50.0 6.00 ug/L 11/02/22 23:11 107.37 Jo-Xylene
10.0 7.00 ug/L 11/02/22 23:11 10139sec-Butylbenzene
10.0 10.0 ug/L 11/02/22 23:11 10NDStyrene
100 45.0 ug/L 11/02/22 23:11 10805t-Amyl alcohol
100 49.0 ug/L 11/02/22 23:11 105680t-Butyl alcohol
10.0 2.30 ug/L 11/02/22 23:11 10NDTert-amyl methyl ether
10.0 2.80 ug/L 11/02/22 23:11 105.93 JTert-butyl ethyl ether
100 24.0 ug/L 11/02/22 23:11 10NDtert-Butyl Formate
10.0 6.30 ug/L 11/02/22 23:11 10NDtert-Butylbenzene
10.0 9.00 ug/L 11/02/22 23:11 10NDTetrachloroethene
10.0 4.10 ug/L 11/02/22 23:11 1034.2Toluene
10.0 5.00 ug/L 11/02/22 23:11 10NDtrans-1,2-Dichloroethene
50.0 2.00 ug/L 11/02/22 23:11 10NDtrans-1,3-Dichloropropene
10.0 1.50 ug/L 11/02/22 23:11 10NDTrichloroethene
10.0 5.20 ug/L 11/02/22 23:11 10NDTrichlorofluoromethane
250 9.30 ug/L 11/02/22 23:11 10NDVinyl acetate
10.0 5.00 ug/L 11/02/22 23:11 10NDVinyl chloride
4-Bromofluorobenzene 93 72-119 10/31/22 17:20 5
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
4-Bromofluorobenzene 98 11/02/22 23:11 1072-119
Dibromofluoromethane 99 10/31/22 17:20 575-126
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-7Client Sample ID: MW-17
Matrix: WaterDate Collected: 10/20/22 09:00
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds (Continued)
Dibromofluoromethane 96 75-126 11/02/22 23:11 10
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
Toluene-d8 (Surr)99 10/31/22 17:20 564-132
Toluene-d8 (Surr)98 11/02/22 23:11 1064-132
Lab Sample ID: 680-223876-8Client Sample ID: MW-18
Matrix: WaterDate Collected: 10/20/22 12:30
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds
RL MDL
ND 1.00 0.160 ug/L 11/03/22 19:37 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,1,1,2-Tetrachloroethane
1.00 0.180 ug/L 11/03/22 19:37 1ND1,1,1-Trichloroethane
1.00 0.500 ug/L 11/03/22 19:37 1ND1,1,2,2-Tetrachloroethane
5.00 0.210 ug/L 11/03/22 19:37 1ND1,1,2-Trichloroethane
1.00 0.500 ug/L 11/03/22 19:37 1ND1,1-Dichloroethane
1.00 0.500 ug/L 11/03/22 19:37 1ND1,1-Dichloroethene
1.00 0.500 ug/L 11/03/22 19:37 1ND1,1-Dichloropropene
1.00 0.900 ug/L 11/03/22 19:37 1ND1,2,3-Trichlorobenzene
5.00 0.840 ug/L 11/03/22 19:37 1ND1,2,3-Trichloropropane
1.00 0.820 ug/L 11/03/22 19:37 1ND1,2,4-Trichlorobenzene
1.00 0.820 ug/L 11/03/22 19:37 168.31,2,4-Trimethylbenzene
1.00 0.230 ug/L 11/03/22 19:37 1ND1,2-Dibromoethane (EDB)
1.00 0.500 ug/L 11/03/22 19:37 1ND1,2-Dichlorobenzene
1.00 0.190 ug/L 11/03/22 19:37 1ND1,2-Dichloroethane
1.00 0.500 ug/L 11/03/22 19:37 1ND1,2-Dichloropropane
1.00 0.560 ug/L 11/03/22 19:37 149.01,3,5-Trimethylbenzene
1.00 0.540 ug/L 11/03/22 19:37 1ND1,3-Dichlorobenzene
1.00 0.500 ug/L 11/03/22 19:37 1ND1,3-Dichloropropane
1.00 0.640 ug/L 11/03/22 19:37 1ND1,4-Dichlorobenzene
1.00 0.500 ug/L 11/03/22 19:37 1ND2,2-Dichloropropane
25.0 2.60 ug/L 11/03/22 19:37 1ND2-Butanone (MEK)
1.00 0.570 ug/L 11/03/22 19:37 1ND2-Chlorotoluene
25.0 1.40 ug/L 11/03/22 19:37 1ND2-Hexanone
20.0 12.0 ug/L 11/03/22 19:37 1ND3,3-Dimethyl-1-butanol
1.00 0.560 ug/L 11/03/22 19:37 1ND4-Chlorotoluene
1.00 0.710 ug/L 11/03/22 19:37 12.774-Isopropyltoluene
25.0 1.80 ug/L 11/03/22 19:37 1ND4-Methyl-2-pentanone (MIBK)
25.0 10.0 ug/L 11/03/22 19:37 1NDAcetone
1.00 0.130 ug/L 11/03/22 19:37 1231Benzene
1.00 0.540 ug/L 11/03/22 19:37 1NDBromobenzene
5.00 0.250 ug/L 11/03/22 19:37 1NDBromoform
1.00 0.980 ug/L 11/03/22 19:37 1NDBromomethane
1.00 0.190 ug/L 11/03/22 19:37 1NDCarbon tetrachloride
1.00 0.150 ug/L 11/03/22 19:37 1NDChlorobenzene
1.00 0.210 ug/L 11/03/22 19:37 1NDChlorobromomethane
1.00 0.240 ug/L 11/03/22 19:37 1NDChlorodibromomethane
1.00 0.760 ug/L 11/03/22 19:37 1NDChloroethane
1.00 1.00 ug/L 11/03/22 19:37 1NDChloroform
1.00 0.320 ug/L 11/03/22 19:37 1NDChloromethane
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-8Client Sample ID: MW-18
Matrix: WaterDate Collected: 10/20/22 12:30
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds (Continued)
RL MDL
ND 1.00 0.200 ug/L 11/03/22 19:37 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
cis-1,2-Dichloroethene
5.00 0.500 ug/L 11/03/22 19:37 1NDcis-1,3-Dichloropropene
5.00 0.220 ug/L 11/03/22 19:37 1NDDibromomethane
1.00 0.500 ug/L 11/03/22 19:37 1NDDichlorobromomethane
1.00 0.850 ug/L 11/03/22 19:37 1NDDichlorodifluoromethane
100 24.0 ug/L 11/03/22 19:37 197.8 J BEthanol
1.00 0.500 ug/L 11/03/22 19:37 1188Ethylbenzene
1.00 0.200 ug/L 11/03/22 19:37 111.7Isopropyl ether
1.00 0.530 ug/L 11/03/22 19:37 132.6Isopropylbenzene
1.00 0.220 ug/L 11/03/22 19:37 197.8Methyl tert-butyl ether
5.00 3.00 ug/L 11/03/22 19:37 1NDMethylene Chloride
5.00 0.630 ug/L 11/03/22 19:37 1136m-Xylene & p-Xylene
5.00 3.00 ug/L 11/03/22 19:37 1152Naphthalene
1.00 0.760 ug/L 11/03/22 19:37 19.84n-Butylbenzene
1.00 0.690 ug/L 11/03/22 19:37 177.6N-Propylbenzene
5.00 0.600 ug/L 11/03/22 19:37 12.94 Jo-Xylene
1.00 0.700 ug/L 11/03/22 19:37 16.86sec-Butylbenzene
1.00 1.00 ug/L 11/03/22 19:37 1NDStyrene
10.0 4.50 ug/L 11/03/22 19:37 1937t-Amyl alcohol
10.0 4.90 ug/L 11/03/22 19:37 11210t-Butyl alcohol
1.00 0.230 ug/L 11/03/22 19:37 1NDTert-amyl methyl ether
1.00 0.280 ug/L 11/03/22 19:37 121.3Tert-butyl ethyl ether
10.0 2.40 ug/L 11/03/22 19:37 1NDtert-Butyl Formate
1.00 0.630 ug/L 11/03/22 19:37 10.739 Jtert-Butylbenzene
1.00 0.900 ug/L 11/03/22 19:37 1NDTetrachloroethene
1.00 0.410 ug/L 11/03/22 19:37 13.68Toluene
1.00 0.500 ug/L 11/03/22 19:37 1NDtrans-1,2-Dichloroethene
5.00 0.200 ug/L 11/03/22 19:37 1NDtrans-1,3-Dichloropropene
1.00 0.150 ug/L 11/03/22 19:37 1NDTrichloroethene
1.00 0.520 ug/L 11/03/22 19:37 1NDTrichlorofluoromethane
25.0 0.930 ug/L 11/03/22 19:37 1NDVinyl acetate
1.00 0.500 ug/L 11/03/22 19:37 1NDVinyl chloride
4-Bromofluorobenzene 87 72-119 11/03/22 19:37 1
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
Dibromofluoromethane 104 11/03/22 19:37 175-126
Toluene-d8 (Surr)96 11/03/22 19:37 164-132
Lab Sample ID: 680-223876-9Client Sample ID: MW-19
Matrix: WaterDate Collected: 10/20/22 09:05
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds
RL MDL
ND 2.00 0.320 ug/L 11/03/22 21:21 2
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,1,1,2-Tetrachloroethane
2.00 0.360 ug/L 11/03/22 21:21 2ND1,1,1-Trichloroethane
2.00 1.00 ug/L 11/03/22 21:21 2ND1,1,2,2-Tetrachloroethane
10.0 0.420 ug/L 11/03/22 21:21 2ND1,1,2-Trichloroethane
2.00 1.00 ug/L 11/03/22 21:21 2ND1,1-Dichloroethane
2.00 1.00 ug/L 11/03/22 21:21 2ND1,1-Dichloroethene
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-9Client Sample ID: MW-19
Matrix: WaterDate Collected: 10/20/22 09:05
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds (Continued)
RL MDL
ND 2.00 1.00 ug/L 11/03/22 21:21 2
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,1-Dichloropropene
2.00 1.80 ug/L 11/03/22 21:21 2ND1,2,3-Trichlorobenzene
10.0 1.68 ug/L 11/03/22 21:21 2ND1,2,3-Trichloropropane
2.00 1.64 ug/L 11/03/22 21:21 2ND1,2,4-Trichlorobenzene
2.00 1.64 ug/L 11/03/22 21:21 228.71,2,4-Trimethylbenzene
2.00 0.460 ug/L 11/03/22 21:21 2ND1,2-Dibromoethane (EDB)
2.00 1.00 ug/L 11/03/22 21:21 2ND1,2-Dichlorobenzene
2.00 0.380 ug/L 11/03/22 21:21 2ND1,2-Dichloroethane
2.00 1.00 ug/L 11/03/22 21:21 2ND1,2-Dichloropropane
2.00 1.12 ug/L 11/03/22 21:21 211.01,3,5-Trimethylbenzene
2.00 1.08 ug/L 11/03/22 21:21 2ND1,3-Dichlorobenzene
2.00 1.00 ug/L 11/03/22 21:21 2ND1,3-Dichloropropane
2.00 1.28 ug/L 11/03/22 21:21 2ND1,4-Dichlorobenzene
2.00 1.00 ug/L 11/03/22 21:21 2ND2,2-Dichloropropane
50.0 5.20 ug/L 11/03/22 21:21 29.60 J2-Butanone (MEK)
2.00 1.14 ug/L 11/03/22 21:21 2ND2-Chlorotoluene
50.0 2.80 ug/L 11/03/22 21:21 2ND2-Hexanone
40.0 24.0 ug/L 11/03/22 21:21 2ND3,3-Dimethyl-1-butanol
2.00 1.12 ug/L 11/03/22 21:21 2ND4-Chlorotoluene
2.00 1.42 ug/L 11/03/22 21:21 2ND4-Isopropyltoluene
50.0 3.60 ug/L 11/03/22 21:21 2ND4-Methyl-2-pentanone (MIBK)
50.0 20.0 ug/L 11/03/22 21:21 2NDAcetone
2.00 0.260 ug/L 11/03/22 21:21 2245Benzene
2.00 1.08 ug/L 11/03/22 21:21 2NDBromobenzene
10.0 0.500 ug/L 11/03/22 21:21 2NDBromoform
2.00 1.96 ug/L 11/03/22 21:21 2NDBromomethane
2.00 0.380 ug/L 11/03/22 21:21 2NDCarbon tetrachloride
2.00 0.300 ug/L 11/03/22 21:21 2NDChlorobenzene
2.00 0.420 ug/L 11/03/22 21:21 2NDChlorobromomethane
2.00 0.480 ug/L 11/03/22 21:21 2NDChlorodibromomethane
2.00 1.52 ug/L 11/03/22 21:21 2NDChloroethane
2.00 2.00 ug/L 11/03/22 21:21 2NDChloroform
2.00 0.640 ug/L 11/03/22 21:21 2NDChloromethane
2.00 0.400 ug/L 11/03/22 21:21 2NDcis-1,2-Dichloroethene
10.0 1.00 ug/L 11/03/22 21:21 2NDcis-1,3-Dichloropropene
10.0 0.440 ug/L 11/03/22 21:21 2NDDibromomethane
2.00 1.00 ug/L 11/03/22 21:21 2NDDichlorobromomethane
2.00 1.70 ug/L 11/03/22 21:21 2NDDichlorodifluoromethane
200 48.0 ug/L 11/03/22 21:21 2140J BEthanol
2.00 1.00 ug/L 11/03/22 21:21 2148Ethylbenzene
2.00 0.400 ug/L 11/03/22 21:21 29.45Isopropyl ether
2.00 1.06 ug/L 11/03/22 21:21 217.6Isopropylbenzene
2.00 0.440 ug/L 11/03/22 21:21 2227Methyl tert-butyl ether
10.0 6.00 ug/L 11/03/22 21:21 2NDMethylene Chloride
10.0 1.26 ug/L 11/03/22 21:21 271.0m-Xylene & p-Xylene
10.0 6.00 ug/L 11/03/22 21:21 269.5Naphthalene
2.00 1.52 ug/L 11/03/22 21:21 24.64n-Butylbenzene
2.00 1.38 ug/L 11/03/22 21:21 239.1N-Propylbenzene
10.0 1.20 ug/L 11/03/22 21:21 23.40 Jo-Xylene
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-9Client Sample ID: MW-19
Matrix: WaterDate Collected: 10/20/22 09:05
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds (Continued)
RL MDL
3.80 2.00 1.40 ug/L 11/03/22 21:21 2
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
sec-Butylbenzene
2.00 2.00 ug/L 11/03/22 21:21 2NDStyrene
20.0 9.00 ug/L 11/03/22 21:21 21860t-Amyl alcohol
20.0 9.80 ug/L 11/03/22 21:21 22210t-Butyl alcohol
2.00 0.460 ug/L 11/03/22 21:21 25.34Tert-amyl methyl ether
2.00 0.560 ug/L 11/03/22 21:21 245.4Tert-butyl ethyl ether
20.0 4.80 ug/L 11/03/22 21:21 2NDtert-Butyl Formate
2.00 1.26 ug/L 11/03/22 21:21 2NDtert-Butylbenzene
2.00 1.80 ug/L 11/03/22 21:21 2NDTetrachloroethene
2.00 0.820 ug/L 11/03/22 21:21 24.23Toluene
2.00 1.00 ug/L 11/03/22 21:21 2NDtrans-1,2-Dichloroethene
10.0 0.400 ug/L 11/03/22 21:21 2NDtrans-1,3-Dichloropropene
2.00 0.300 ug/L 11/03/22 21:21 2NDTrichloroethene
2.00 1.04 ug/L 11/03/22 21:21 2NDTrichlorofluoromethane
50.0 1.86 ug/L 11/03/22 21:21 2NDVinyl acetate
2.00 1.00 ug/L 11/03/22 21:21 2NDVinyl chloride
4-Bromofluorobenzene 100 72-119 11/03/22 21:21 2
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
Dibromofluoromethane 98 11/03/22 21:21 275-126
Toluene-d8 (Surr)102 11/03/22 21:21 264-132
Lab Sample ID: 680-223876-10Client Sample ID: MW-20
Matrix: WaterDate Collected: 10/20/22 08:30
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds
RL MDL
ND 5.00 0.800 ug/L 11/03/22 22:02 5
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,1,1,2-Tetrachloroethane
5.00 0.900 ug/L 11/03/22 22:02 5ND1,1,1-Trichloroethane
5.00 2.50 ug/L 11/03/22 22:02 5ND1,1,2,2-Tetrachloroethane
25.0 1.05 ug/L 11/03/22 22:02 5ND1,1,2-Trichloroethane
5.00 2.50 ug/L 11/03/22 22:02 5ND1,1-Dichloroethane
5.00 2.50 ug/L 11/03/22 22:02 5ND1,1-Dichloroethene
5.00 2.50 ug/L 11/03/22 22:02 5ND1,1-Dichloropropene
5.00 4.50 ug/L 11/03/22 22:02 5ND1,2,3-Trichlorobenzene
25.0 4.20 ug/L 11/03/22 22:02 5ND1,2,3-Trichloropropane
5.00 4.10 ug/L 11/03/22 22:02 5ND1,2,4-Trichlorobenzene
5.00 4.10 ug/L 11/03/22 22:02 529.51,2,4-Trimethylbenzene
5.00 1.15 ug/L 11/03/22 22:02 5ND1,2-Dibromoethane (EDB)
5.00 2.50 ug/L 11/03/22 22:02 5ND1,2-Dichlorobenzene
5.00 0.950 ug/L 11/03/22 22:02 5ND1,2-Dichloroethane
5.00 2.50 ug/L 11/03/22 22:02 5ND1,2-Dichloropropane
5.00 2.80 ug/L 11/03/22 22:02 522.91,3,5-Trimethylbenzene
5.00 2.70 ug/L 11/03/22 22:02 5ND1,3-Dichlorobenzene
5.00 2.50 ug/L 11/03/22 22:02 5ND1,3-Dichloropropane
5.00 3.20 ug/L 11/03/22 22:02 5ND1,4-Dichlorobenzene
5.00 2.50 ug/L 11/03/22 22:02 5ND2,2-Dichloropropane
125 13.0 ug/L 11/03/22 22:02 530.3 J2-Butanone (MEK)
5.00 2.85 ug/L 11/03/22 22:02 5ND2-Chlorotoluene
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-10Client Sample ID: MW-20
Matrix: WaterDate Collected: 10/20/22 08:30
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds (Continued)
RL MDL
ND 125 7.00 ug/L 11/03/22 22:02 5
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
2-Hexanone
100 60.0 ug/L 11/03/22 22:02 5ND3,3-Dimethyl-1-butanol
5.00 2.80 ug/L 11/03/22 22:02 5ND4-Chlorotoluene
5.00 3.55 ug/L 11/03/22 22:02 5ND4-Isopropyltoluene
125 9.00 ug/L 11/03/22 22:02 5ND4-Methyl-2-pentanone (MIBK)
125 50.0 ug/L 11/03/22 22:02 5NDAcetone
5.00 0.650 ug/L 11/03/22 22:02 5464Benzene
5.00 2.70 ug/L 11/03/22 22:02 5NDBromobenzene
25.0 1.25 ug/L 11/03/22 22:02 5NDBromoform
5.00 4.90 ug/L 11/03/22 22:02 5NDBromomethane
5.00 0.950 ug/L 11/03/22 22:02 5NDCarbon tetrachloride
5.00 0.750 ug/L 11/03/22 22:02 5NDChlorobenzene
5.00 1.05 ug/L 11/03/22 22:02 5NDChlorobromomethane
5.00 1.20 ug/L 11/03/22 22:02 5NDChlorodibromomethane
5.00 3.80 ug/L 11/03/22 22:02 5NDChloroethane
5.00 5.00 ug/L 11/03/22 22:02 5NDChloroform
5.00 1.60 ug/L 11/03/22 22:02 5NDChloromethane
5.00 1.00 ug/L 11/03/22 22:02 5NDcis-1,2-Dichloroethene
25.0 2.50 ug/L 11/03/22 22:02 5NDcis-1,3-Dichloropropene
25.0 1.10 ug/L 11/03/22 22:02 5NDDibromomethane
5.00 2.50 ug/L 11/03/22 22:02 5NDDichlorobromomethane
5.00 4.25 ug/L 11/03/22 22:02 5NDDichlorodifluoromethane
500 120 ug/L 11/03/22 22:02 5194J BEthanol
5.00 2.50 ug/L 11/03/22 22:02 5275Ethylbenzene
5.00 1.00 ug/L 11/03/22 22:02 514.4Isopropyl ether
5.00 2.65 ug/L 11/03/22 22:02 532.9Isopropylbenzene
5.00 1.10 ug/L 11/03/22 22:02 5229Methyl tert-butyl ether
25.0 15.0 ug/L 11/03/22 22:02 5NDMethylene Chloride
25.0 3.15 ug/L 11/03/22 22:02 5128m-Xylene & p-Xylene
25.0 15.0 ug/L 11/03/22 22:02 5143Naphthalene
5.00 3.80 ug/L 11/03/22 22:02 58.36n-Butylbenzene
5.00 3.45 ug/L 11/03/22 22:02 574.9N-Propylbenzene
25.0 3.00 ug/L 11/03/22 22:02 54.23 Jo-Xylene
5.00 3.50 ug/L 11/03/22 22:02 55.23sec-Butylbenzene
5.00 5.00 ug/L 11/03/22 22:02 5NDStyrene
50.0 22.5 ug/L 11/03/22 22:02 5795t-Amyl alcohol
50.0 24.5 ug/L 11/03/22 22:02 52790t-Butyl alcohol
5.00 1.15 ug/L 11/03/22 22:02 5NDTert-amyl methyl ether
5.00 1.40 ug/L 11/03/22 22:02 547.6Tert-butyl ethyl ether
50.0 12.0 ug/L 11/03/22 22:02 5NDtert-Butyl Formate
5.00 3.15 ug/L 11/03/22 22:02 5NDtert-Butylbenzene
5.00 4.50 ug/L 11/03/22 22:02 5NDTetrachloroethene
5.00 2.05 ug/L 11/03/22 22:02 512.6Toluene
5.00 2.50 ug/L 11/03/22 22:02 5NDtrans-1,2-Dichloroethene
25.0 1.00 ug/L 11/03/22 22:02 5NDtrans-1,3-Dichloropropene
5.00 0.750 ug/L 11/03/22 22:02 5NDTrichloroethene
5.00 2.60 ug/L 11/03/22 22:02 5NDTrichlorofluoromethane
125 4.65 ug/L 11/03/22 22:02 5NDVinyl acetate
5.00 2.50 ug/L 11/03/22 22:02 5NDVinyl chloride
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-10Client Sample ID: MW-20
Matrix: WaterDate Collected: 10/20/22 08:30
Date Received: 10/24/22 10:00
4-Bromofluorobenzene 104 72-119 11/03/22 22:02 5
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
Dibromofluoromethane 96 11/03/22 22:02 575-126
Toluene-d8 (Surr)104 11/03/22 22:02 564-132
Lab Sample ID: 680-223876-11Client Sample ID: RW-3
Matrix: WaterDate Collected: 10/20/22 10:05
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds
RL MDL
ND 1.00 0.160 ug/L 11/03/22 19:57 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,1,1,2-Tetrachloroethane
1.00 0.180 ug/L 11/03/22 19:57 1ND1,1,1-Trichloroethane
1.00 0.500 ug/L 11/03/22 19:57 1ND1,1,2,2-Tetrachloroethane
5.00 0.210 ug/L 11/03/22 19:57 1ND1,1,2-Trichloroethane
1.00 0.500 ug/L 11/03/22 19:57 1ND1,1-Dichloroethane
1.00 0.500 ug/L 11/03/22 19:57 1ND1,1-Dichloroethene
1.00 0.500 ug/L 11/03/22 19:57 1ND1,1-Dichloropropene
1.00 0.900 ug/L 11/03/22 19:57 1ND1,2,3-Trichlorobenzene
5.00 0.840 ug/L 11/03/22 19:57 1ND1,2,3-Trichloropropane
1.00 0.820 ug/L 11/03/22 19:57 1ND1,2,4-Trichlorobenzene
1.00 0.820 ug/L 11/03/22 19:57 17.381,2,4-Trimethylbenzene
1.00 0.230 ug/L 11/03/22 19:57 1ND1,2-Dibromoethane (EDB)
1.00 0.500 ug/L 11/03/22 19:57 1ND1,2-Dichlorobenzene
1.00 0.190 ug/L 11/03/22 19:57 1ND1,2-Dichloroethane
1.00 0.500 ug/L 11/03/22 19:57 1ND1,2-Dichloropropane
1.00 0.560 ug/L 11/03/22 19:57 147.61,3,5-Trimethylbenzene
1.00 0.540 ug/L 11/03/22 19:57 1ND1,3-Dichlorobenzene
1.00 0.500 ug/L 11/03/22 19:57 1ND1,3-Dichloropropane
1.00 0.640 ug/L 11/03/22 19:57 1ND1,4-Dichlorobenzene
1.00 0.500 ug/L 11/03/22 19:57 1ND2,2-Dichloropropane
25.0 2.60 ug/L 11/03/22 19:57 15962-Butanone (MEK)
1.00 0.570 ug/L 11/03/22 19:57 1ND2-Chlorotoluene
25.0 1.40 ug/L 11/03/22 19:57 13002-Hexanone
20.0 12.0 ug/L 11/03/22 19:57 1ND3,3-Dimethyl-1-butanol
1.00 0.560 ug/L 11/03/22 19:57 1ND4-Chlorotoluene
1.00 0.710 ug/L 11/03/22 19:57 134.44-Isopropyltoluene
25.0 1.80 ug/L 11/03/22 19:57 1ND4-Methyl-2-pentanone (MIBK)
25.0 10.0 ug/L 11/03/22 19:57 1401Acetone
1.00 0.130 ug/L 11/03/22 19:57 182.0Benzene
1.00 0.540 ug/L 11/03/22 19:57 1NDBromobenzene
5.00 0.250 ug/L 11/03/22 19:57 1NDBromoform
1.00 0.980 ug/L 11/03/22 19:57 1NDBromomethane
1.00 0.190 ug/L 11/03/22 19:57 1NDCarbon tetrachloride
1.00 0.150 ug/L 11/03/22 19:57 1NDChlorobenzene
1.00 0.210 ug/L 11/03/22 19:57 1NDChlorobromomethane
1.00 0.240 ug/L 11/03/22 19:57 1NDChlorodibromomethane
1.00 0.760 ug/L 11/03/22 19:57 1NDChloroethane
1.00 1.00 ug/L 11/03/22 19:57 1NDChloroform
1.00 0.320 ug/L 11/03/22 19:57 1NDChloromethane
1.00 0.200 ug/L 11/03/22 19:57 1NDcis-1,2-Dichloroethene
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-11Client Sample ID: RW-3
Matrix: WaterDate Collected: 10/20/22 10:05
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds (Continued)
RL MDL
ND 5.00 0.500 ug/L 11/03/22 19:57 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
cis-1,3-Dichloropropene
5.00 0.220 ug/L 11/03/22 19:57 1NDDibromomethane
1.00 0.500 ug/L 11/03/22 19:57 1NDDichlorobromomethane
1.00 0.850 ug/L 11/03/22 19:57 1NDDichlorodifluoromethane
100 24.0 ug/L 11/03/22 19:57 1158BEthanol
1.00 0.500 ug/L 11/03/22 19:57 124.8Ethylbenzene
1.00 0.200 ug/L 11/03/22 19:57 17.63Isopropyl ether
1.00 0.530 ug/L 11/03/22 19:57 130.9Isopropylbenzene
1.00 0.220 ug/L 11/03/22 19:57 129.1Methyl tert-butyl ether
5.00 3.00 ug/L 11/03/22 19:57 1NDMethylene Chloride
5.00 0.630 ug/L 11/03/22 19:57 13.71 Jm-Xylene & p-Xylene
5.00 3.00 ug/L 11/03/22 19:57 190.1Naphthalene
1.00 0.760 ug/L 11/03/22 19:57 162.6n-Butylbenzene
1.00 0.690 ug/L 11/03/22 19:57 165.2N-Propylbenzene
5.00 0.600 ug/L 11/03/22 19:57 1NDo-Xylene
1.00 0.700 ug/L 11/03/22 19:57 152.7sec-Butylbenzene
1.00 1.00 ug/L 11/03/22 19:57 1NDStyrene
10.0 4.50 ug/L 11/03/22 19:57 1730t-Amyl alcohol
10.0 4.90 ug/L 11/03/22 19:57 122600Et-Butyl alcohol
1.00 0.230 ug/L 11/03/22 19:57 1NDTert-amyl methyl ether
1.00 0.280 ug/L 11/03/22 19:57 12.57Tert-butyl ethyl ether
10.0 2.40 ug/L 11/03/22 19:57 1NDtert-Butyl Formate
1.00 0.630 ug/L 11/03/22 19:57 15.39tert-Butylbenzene
1.00 0.900 ug/L 11/03/22 19:57 1NDTetrachloroethene
1.00 0.410 ug/L 11/03/22 19:57 10.624 JToluene
1.00 0.500 ug/L 11/03/22 19:57 1NDtrans-1,2-Dichloroethene
5.00 0.200 ug/L 11/03/22 19:57 1NDtrans-1,3-Dichloropropene
1.00 0.150 ug/L 11/03/22 19:57 1NDTrichloroethene
1.00 0.520 ug/L 11/03/22 19:57 1NDTrichlorofluoromethane
25.0 0.930 ug/L 11/03/22 19:57 1NDVinyl acetate
1.00 0.500 ug/L 11/03/22 19:57 1NDVinyl chloride
4-Bromofluorobenzene 105 72-119 11/03/22 19:57 1
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
Dibromofluoromethane 101 11/03/22 19:57 175-126
Toluene-d8 (Surr)99 11/03/22 19:57 164-132
Lab Sample ID: 680-223876-12Client Sample ID: RW-6
Matrix: WaterDate Collected: 10/20/22 09:25
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds
RL MDL
ND 1.00 0.160 ug/L 11/03/22 20:18 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,1,1,2-Tetrachloroethane
1.00 0.180 ug/L 11/03/22 20:18 1ND1,1,1-Trichloroethane
1.00 0.500 ug/L 11/03/22 20:18 1ND1,1,2,2-Tetrachloroethane
5.00 0.210 ug/L 11/03/22 20:18 1ND1,1,2-Trichloroethane
1.00 0.500 ug/L 11/03/22 20:18 1ND1,1-Dichloroethane
1.00 0.500 ug/L 11/03/22 20:18 1ND1,1-Dichloroethene
1.00 0.500 ug/L 11/03/22 20:18 1ND1,1-Dichloropropene
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-12Client Sample ID: RW-6
Matrix: WaterDate Collected: 10/20/22 09:25
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds (Continued)
RL MDL
ND 1.00 0.900 ug/L 11/03/22 20:18 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,2,3-Trichlorobenzene
5.00 0.840 ug/L 11/03/22 20:18 1ND1,2,3-Trichloropropane
1.00 0.820 ug/L 11/03/22 20:18 1ND1,2,4-Trichlorobenzene
1.00 0.820 ug/L 11/03/22 20:18 13.491,2,4-Trimethylbenzene
1.00 0.230 ug/L 11/03/22 20:18 1ND1,2-Dibromoethane (EDB)
1.00 0.500 ug/L 11/03/22 20:18 1ND1,2-Dichlorobenzene
1.00 0.190 ug/L 11/03/22 20:18 1ND1,2-Dichloroethane
1.00 0.500 ug/L 11/03/22 20:18 1ND1,2-Dichloropropane
1.00 0.560 ug/L 11/03/22 20:18 119.11,3,5-Trimethylbenzene
1.00 0.540 ug/L 11/03/22 20:18 1ND1,3-Dichlorobenzene
1.00 0.500 ug/L 11/03/22 20:18 1ND1,3-Dichloropropane
1.00 0.640 ug/L 11/03/22 20:18 1ND1,4-Dichlorobenzene
1.00 0.500 ug/L 11/03/22 20:18 1ND2,2-Dichloropropane
25.0 2.60 ug/L 11/03/22 20:18 16.65 J2-Butanone (MEK)
1.00 0.570 ug/L 11/03/22 20:18 1ND2-Chlorotoluene
25.0 1.40 ug/L 11/03/22 20:18 1ND2-Hexanone
20.0 12.0 ug/L 11/03/22 20:18 1ND3,3-Dimethyl-1-butanol
1.00 0.560 ug/L 11/03/22 20:18 1ND4-Chlorotoluene
1.00 0.710 ug/L 11/03/22 20:18 110.14-Isopropyltoluene
25.0 1.80 ug/L 11/03/22 20:18 1ND4-Methyl-2-pentanone (MIBK)
25.0 10.0 ug/L 11/03/22 20:18 116.2 JAcetone
1.00 0.130 ug/L 11/03/22 20:18 150.8Benzene
1.00 0.540 ug/L 11/03/22 20:18 1NDBromobenzene
5.00 0.250 ug/L 11/03/22 20:18 1NDBromoform
1.00 0.980 ug/L 11/03/22 20:18 1NDBromomethane
1.00 0.190 ug/L 11/03/22 20:18 1NDCarbon tetrachloride
1.00 0.150 ug/L 11/03/22 20:18 1NDChlorobenzene
1.00 0.210 ug/L 11/03/22 20:18 1NDChlorobromomethane
1.00 0.240 ug/L 11/03/22 20:18 1NDChlorodibromomethane
1.00 0.760 ug/L 11/03/22 20:18 1NDChloroethane
1.00 1.00 ug/L 11/03/22 20:18 1NDChloroform
1.00 0.320 ug/L 11/03/22 20:18 1NDChloromethane
1.00 0.200 ug/L 11/03/22 20:18 1NDcis-1,2-Dichloroethene
5.00 0.500 ug/L 11/03/22 20:18 1NDcis-1,3-Dichloropropene
5.00 0.220 ug/L 11/03/22 20:18 1NDDibromomethane
1.00 0.500 ug/L 11/03/22 20:18 1NDDichlorobromomethane
1.00 0.850 ug/L 11/03/22 20:18 1NDDichlorodifluoromethane
100 24.0 ug/L 11/03/22 20:18 1138BEthanol
1.00 0.500 ug/L 11/03/22 20:18 135.5Ethylbenzene
1.00 0.200 ug/L 11/03/22 20:18 113.5Isopropyl ether
1.00 0.530 ug/L 11/03/22 20:18 114.9Isopropylbenzene
1.00 0.220 ug/L 11/03/22 20:18 152.6Methyl tert-butyl ether
5.00 3.00 ug/L 11/03/22 20:18 1NDMethylene Chloride
5.00 0.630 ug/L 11/03/22 20:18 110.3m-Xylene & p-Xylene
5.00 3.00 ug/L 11/03/22 20:18 132.9Naphthalene
1.00 0.760 ug/L 11/03/22 20:18 110.4n-Butylbenzene
1.00 0.690 ug/L 11/03/22 20:18 138.5N-Propylbenzene
5.00 0.600 ug/L 11/03/22 20:18 1NDo-Xylene
1.00 0.700 ug/L 11/03/22 20:18 17.08sec-Butylbenzene
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-12Client Sample ID: RW-6
Matrix: WaterDate Collected: 10/20/22 09:25
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds (Continued)
RL MDL
ND 1.00 1.00 ug/L 11/03/22 20:18 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
Styrene
10.0 4.50 ug/L 11/03/22 20:18 1394t-Amyl alcohol
10.0 4.90 ug/L 11/03/22 20:18 11840t-Butyl alcohol
1.00 0.230 ug/L 11/03/22 20:18 1NDTert-amyl methyl ether
1.00 0.280 ug/L 11/03/22 20:18 113.8Tert-butyl ethyl ether
10.0 2.40 ug/L 11/03/22 20:18 1NDtert-Butyl Formate
1.00 0.630 ug/L 11/03/22 20:18 10.786 Jtert-Butylbenzene
1.00 0.900 ug/L 11/03/22 20:18 1NDTetrachloroethene
1.00 0.410 ug/L 11/03/22 20:18 11.25Toluene
1.00 0.500 ug/L 11/03/22 20:18 1NDtrans-1,2-Dichloroethene
5.00 0.200 ug/L 11/03/22 20:18 1NDtrans-1,3-Dichloropropene
1.00 0.150 ug/L 11/03/22 20:18 1NDTrichloroethene
1.00 0.520 ug/L 11/03/22 20:18 1NDTrichlorofluoromethane
25.0 0.930 ug/L 11/03/22 20:18 1NDVinyl acetate
1.00 0.500 ug/L 11/03/22 20:18 1NDVinyl chloride
4-Bromofluorobenzene 95 72-119 11/03/22 20:18 1
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
Dibromofluoromethane 98 11/03/22 20:18 175-126
Toluene-d8 (Surr)101 11/03/22 20:18 164-132
Lab Sample ID: 680-223876-13Client Sample ID: RW-7
Matrix: WaterDate Collected: 10/20/22 11:30
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds
RL MDL
ND 1.00 0.160 ug/L 11/03/22 20:39 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,1,1,2-Tetrachloroethane
1.00 0.180 ug/L 11/03/22 20:39 1ND1,1,1-Trichloroethane
1.00 0.500 ug/L 11/03/22 20:39 1ND1,1,2,2-Tetrachloroethane
5.00 0.210 ug/L 11/03/22 20:39 1ND1,1,2-Trichloroethane
1.00 0.500 ug/L 11/03/22 20:39 1ND1,1-Dichloroethane
1.00 0.500 ug/L 11/03/22 20:39 1ND1,1-Dichloroethene
1.00 0.500 ug/L 11/03/22 20:39 1ND1,1-Dichloropropene
1.00 0.900 ug/L 11/03/22 20:39 1ND1,2,3-Trichlorobenzene
5.00 0.840 ug/L 11/03/22 20:39 1ND1,2,3-Trichloropropane
1.00 0.820 ug/L 11/03/22 20:39 1ND1,2,4-Trichlorobenzene
1.00 0.820 ug/L 11/03/22 20:39 12.121,2,4-Trimethylbenzene
1.00 0.230 ug/L 11/03/22 20:39 1ND1,2-Dibromoethane (EDB)
1.00 0.500 ug/L 11/03/22 20:39 1ND1,2-Dichlorobenzene
1.00 0.190 ug/L 11/03/22 20:39 1ND1,2-Dichloroethane
1.00 0.500 ug/L 11/03/22 20:39 1ND1,2-Dichloropropane
1.00 0.560 ug/L 11/03/22 20:39 11.271,3,5-Trimethylbenzene
1.00 0.540 ug/L 11/03/22 20:39 1ND1,3-Dichlorobenzene
1.00 0.500 ug/L 11/03/22 20:39 1ND1,3-Dichloropropane
1.00 0.640 ug/L 11/03/22 20:39 1ND1,4-Dichlorobenzene
1.00 0.500 ug/L 11/03/22 20:39 1ND2,2-Dichloropropane
25.0 2.60 ug/L 11/03/22 20:39 17.75 J2-Butanone (MEK)
1.00 0.570 ug/L 11/03/22 20:39 1ND2-Chlorotoluene
25.0 1.40 ug/L 11/03/22 20:39 1ND2-Hexanone
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-13Client Sample ID: RW-7
Matrix: WaterDate Collected: 10/20/22 11:30
Date Received: 10/24/22 10:00
Method: SM6200-B - Volatile Organic Compounds (Continued)
RL MDL
ND 20.0 12.0 ug/L 11/03/22 20:39 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
3,3-Dimethyl-1-butanol
1.00 0.560 ug/L 11/03/22 20:39 1ND4-Chlorotoluene
1.00 0.710 ug/L 11/03/22 20:39 1ND4-Isopropyltoluene
25.0 1.80 ug/L 11/03/22 20:39 1ND4-Methyl-2-pentanone (MIBK)
25.0 10.0 ug/L 11/03/22 20:39 121.3 JAcetone
1.00 0.130 ug/L 11/03/22 20:39 113.4Benzene
1.00 0.540 ug/L 11/03/22 20:39 1NDBromobenzene
5.00 0.250 ug/L 11/03/22 20:39 1NDBromoform
1.00 0.980 ug/L 11/03/22 20:39 1NDBromomethane
1.00 0.190 ug/L 11/03/22 20:39 1NDCarbon tetrachloride
1.00 0.150 ug/L 11/03/22 20:39 1NDChlorobenzene
1.00 0.210 ug/L 11/03/22 20:39 1NDChlorobromomethane
1.00 0.240 ug/L 11/03/22 20:39 1NDChlorodibromomethane
1.00 0.760 ug/L 11/03/22 20:39 1NDChloroethane
1.00 1.00 ug/L 11/03/22 20:39 1NDChloroform
1.00 0.320 ug/L 11/03/22 20:39 1NDChloromethane
1.00 0.200 ug/L 11/03/22 20:39 1NDcis-1,2-Dichloroethene
5.00 0.500 ug/L 11/03/22 20:39 1NDcis-1,3-Dichloropropene
5.00 0.220 ug/L 11/03/22 20:39 1NDDibromomethane
1.00 0.500 ug/L 11/03/22 20:39 1NDDichlorobromomethane
1.00 0.850 ug/L 11/03/22 20:39 1NDDichlorodifluoromethane
100 24.0 ug/L 11/03/22 20:39 1162BEthanol
1.00 0.500 ug/L 11/03/22 20:39 119.3Ethylbenzene
1.00 0.200 ug/L 11/03/22 20:39 14.67Isopropyl ether
1.00 0.530 ug/L 11/03/22 20:39 152.0Isopropylbenzene
1.00 0.220 ug/L 11/03/22 20:39 122.9Methyl tert-butyl ether
5.00 3.00 ug/L 11/03/22 20:39 1NDMethylene Chloride
5.00 0.630 ug/L 11/03/22 20:39 17.55m-Xylene & p-Xylene
5.00 3.00 ug/L 11/03/22 20:39 144.4Naphthalene
1.00 0.760 ug/L 11/03/22 20:39 14.75n-Butylbenzene
1.00 0.690 ug/L 11/03/22 01:48 1110N-Propylbenzene
5.00 0.600 ug/L 11/03/22 20:39 11.04 Jo-Xylene
1.00 0.700 ug/L 11/03/22 20:39 15.43sec-Butylbenzene
1.00 1.00 ug/L 11/03/22 20:39 1NDStyrene
10.0 4.50 ug/L 11/03/22 20:39 1151t-Amyl alcohol
10.0 4.90 ug/L 11/03/22 20:39 1222t-Butyl alcohol
1.00 0.230 ug/L 11/03/22 20:39 11.93Tert-amyl methyl ether
1.00 0.280 ug/L 11/03/22 20:39 117.3Tert-butyl ethyl ether
10.0 2.40 ug/L 11/03/22 20:39 1NDtert-Butyl Formate
1.00 0.630 ug/L 11/03/22 20:39 10.966 Jtert-Butylbenzene
1.00 0.900 ug/L 11/03/22 20:39 1NDTetrachloroethene
1.00 0.410 ug/L 11/03/22 20:39 12.15Toluene
1.00 0.500 ug/L 11/03/22 20:39 1NDtrans-1,2-Dichloroethene
5.00 0.200 ug/L 11/03/22 20:39 1NDtrans-1,3-Dichloropropene
1.00 0.150 ug/L 11/03/22 20:39 1NDTrichloroethene
1.00 0.520 ug/L 11/03/22 20:39 1NDTrichlorofluoromethane
25.0 0.930 ug/L 11/03/22 20:39 1NDVinyl acetate
1.00 0.500 ug/L 11/03/22 20:39 1NDVinyl chloride
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Client Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Lab Sample ID: 680-223876-13Client Sample ID: RW-7
Matrix: WaterDate Collected: 10/20/22 11:30
Date Received: 10/24/22 10:00
4-Bromofluorobenzene 99 72-119 11/03/22 01:48 1
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
4-Bromofluorobenzene 100 11/03/22 20:39 172-119
Dibromofluoromethane 95 11/03/22 01:48 175-126
Dibromofluoromethane 99 11/03/22 20:39 175-126
Toluene-d8 (Surr)99 11/03/22 01:48 164-132
Toluene-d8 (Surr)101 11/03/22 20:39 164-132
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QC Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Method: SM6200-B - Volatile Organic Compounds
Client Sample ID: Method BlankLab Sample ID: MB 400-598451/5
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598451
RL MDL
1,1,1,2-Tetrachloroethane ND 1.00 0.160 ug/L 10/31/22 09:40 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
ND 0.1801.00 ug/L 10/31/22 09:40 11,1,1-Trichloroethane
ND 0.5001.00 ug/L 10/31/22 09:40 11,1,2,2-Tetrachloroethane
ND 0.2105.00 ug/L 10/31/22 09:40 11,1,2-Trichloroethane
ND 0.5001.00 ug/L 10/31/22 09:40 11,1-Dichloroethane
ND 0.5001.00 ug/L 10/31/22 09:40 11,1-Dichloroethene
ND 0.5001.00 ug/L 10/31/22 09:40 11,1-Dichloropropene
ND 0.9001.00 ug/L 10/31/22 09:40 11,2,3-Trichlorobenzene
ND 0.8405.00 ug/L 10/31/22 09:40 11,2,3-Trichloropropane
ND 0.8201.00 ug/L 10/31/22 09:40 11,2,4-Trichlorobenzene
ND 0.8201.00 ug/L 10/31/22 09:40 11,2,4-Trimethylbenzene
ND 0.2301.00 ug/L 10/31/22 09:40 11,2-Dibromoethane (EDB)
ND 0.5001.00 ug/L 10/31/22 09:40 11,2-Dichlorobenzene
ND 0.1901.00 ug/L 10/31/22 09:40 11,2-Dichloroethane
ND 0.5001.00 ug/L 10/31/22 09:40 11,2-Dichloropropane
ND 0.5601.00 ug/L 10/31/22 09:40 11,3,5-Trimethylbenzene
ND 0.5401.00 ug/L 10/31/22 09:40 11,3-Dichlorobenzene
ND 0.5001.00 ug/L 10/31/22 09:40 11,3-Dichloropropane
ND 0.6401.00 ug/L 10/31/22 09:40 11,4-Dichlorobenzene
ND 0.5001.00 ug/L 10/31/22 09:40 12,2-Dichloropropane
ND 2.6025.0 ug/L 10/31/22 09:40 12-Butanone (MEK)
ND 0.5701.00 ug/L 10/31/22 09:40 12-Chlorotoluene
ND 1.4025.0 ug/L 10/31/22 09:40 12-Hexanone
ND 12.020.0 ug/L 10/31/22 09:40 13,3-Dimethyl-1-butanol
ND 0.5601.00 ug/L 10/31/22 09:40 14-Chlorotoluene
ND 0.7101.00 ug/L 10/31/22 09:40 14-Isopropyltoluene
ND 1.8025.0 ug/L 10/31/22 09:40 14-Methyl-2-pentanone (MIBK)
ND 10.025.0 ug/L 10/31/22 09:40 1Acetone
ND 0.1301.00 ug/L 10/31/22 09:40 1Benzene
ND 0.5401.00 ug/L 10/31/22 09:40 1Bromobenzene
ND 0.2505.00 ug/L 10/31/22 09:40 1Bromoform
ND 0.9801.00 ug/L 10/31/22 09:40 1Bromomethane
ND 0.1901.00 ug/L 10/31/22 09:40 1Carbon tetrachloride
ND 0.1501.00 ug/L 10/31/22 09:40 1Chlorobenzene
ND 0.2101.00 ug/L 10/31/22 09:40 1Chlorobromomethane
ND 0.2401.00 ug/L 10/31/22 09:40 1Chlorodibromomethane
ND 0.7601.00 ug/L 10/31/22 09:40 1Chloroethane
ND 1.001.00 ug/L 10/31/22 09:40 1Chloroform
ND 0.3201.00 ug/L 10/31/22 09:40 1Chloromethane
ND 0.2001.00 ug/L 10/31/22 09:40 1cis-1,2-Dichloroethene
ND 0.5005.00 ug/L 10/31/22 09:40 1cis-1,3-Dichloropropene
ND 0.2205.00 ug/L 10/31/22 09:40 1Dibromomethane
ND 0.5001.00 ug/L 10/31/22 09:40 1Dichlorobromomethane
ND 0.8501.00 ug/L 10/31/22 09:40 1Dichlorodifluoromethane
ND 24.0100 ug/L 10/31/22 09:40 1Ethanol
ND 0.5001.00 ug/L 10/31/22 09:40 1Ethylbenzene
ND 0.2001.00 ug/L 10/31/22 09:40 1Isopropyl ether
ND 0.5301.00 ug/L 10/31/22 09:40 1Isopropylbenzene
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QC Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Method: SM6200-B - Volatile Organic Compounds (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 400-598451/5
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598451
RL MDL
Methyl tert-butyl ether ND 1.00 0.220 ug/L 10/31/22 09:40 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
ND 3.005.00 ug/L 10/31/22 09:40 1Methylene Chloride
ND 0.6305.00 ug/L 10/31/22 09:40 1m-Xylene & p-Xylene
ND 3.005.00 ug/L 10/31/22 09:40 1Naphthalene
ND 0.7601.00 ug/L 10/31/22 09:40 1n-Butylbenzene
ND 0.6901.00 ug/L 10/31/22 09:40 1N-Propylbenzene
ND 0.6005.00 ug/L 10/31/22 09:40 1o-Xylene
ND 0.7001.00 ug/L 10/31/22 09:40 1sec-Butylbenzene
ND 1.001.00 ug/L 10/31/22 09:40 1Styrene
ND 4.5010.0 ug/L 10/31/22 09:40 1t-Amyl alcohol
ND 4.9010.0 ug/L 10/31/22 09:40 1t-Butyl alcohol
ND 0.2301.00 ug/L 10/31/22 09:40 1Tert-amyl methyl ether
ND 0.2801.00 ug/L 10/31/22 09:40 1Tert-butyl ethyl ether
ND 2.4010.0 ug/L 10/31/22 09:40 1tert-Butyl Formate
ND 0.6301.00 ug/L 10/31/22 09:40 1tert-Butylbenzene
ND 0.9001.00 ug/L 10/31/22 09:40 1Tetrachloroethene
ND 0.4101.00 ug/L 10/31/22 09:40 1Toluene
ND 0.5001.00 ug/L 10/31/22 09:40 1trans-1,2-Dichloroethene
ND 0.2005.00 ug/L 10/31/22 09:40 1trans-1,3-Dichloropropene
ND 0.1501.00 ug/L 10/31/22 09:40 1Trichloroethene
ND 0.5201.00 ug/L 10/31/22 09:40 1Trichlorofluoromethane
ND 0.93025.0 ug/L 10/31/22 09:40 1Vinyl acetate
ND 0.5001.00 ug/L 10/31/22 09:40 1Vinyl chloride
4-Bromofluorobenzene 99 72-119 10/31/22 09:40 1
MB MB
Surrogate Dil FacPreparedAnalyzedQualifierLimits%Recovery
102 10/31/22 09:40 1Dibromofluoromethane75-126
99 10/31/22 09:40 1Toluene-d8 (Surr)64-132
Client Sample ID: Lab Control SampleLab Sample ID: LCS 400-598451/1002
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598451
1,1,1,2-Tetrachloroethane 50.0 46.87 ug/L 94 67-131
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
1,1,1-Trichloroethane 50.0 45.59 ug/L 91 68-130
1,1,2,2-Tetrachloroethane 50.0 48.21 ug/L 96 70-131
1,1,2-Trichloroethane 50.0 48.77 ug/L 98 70-130
1,1-Dichloroethane 50.0 49.39 ug/L 99 70-130
1,1-Dichloroethene 50.0 46.91 ug/L 94 63-134
1,1-Dichloropropene 50.0 46.74 ug/L 93 70-130
1,2,3-Trichlorobenzene 50.0 48.06 ug/L 96 60-138
1,2,3-Trichloropropane 50.0 45.19 ug/L 90 70-130
1,2,4-Trichlorobenzene 50.0 48.43 ug/L 97 60-140
1,2,4-Trimethylbenzene 50.0 50.50 ug/L 101 70-130
1,2-Dibromoethane (EDB)50.0 45.47 ug/L 91 70-130
1,2-Dichlorobenzene 50.0 50.86 ug/L 102 67-130
1,2-Dichloroethane 50.0 47.85 ug/L 96 69-130
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Page 36 of 56 11/29/2022 (Rev. 1)
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QC Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Method: SM6200-B - Volatile Organic Compounds (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 400-598451/1002
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598451
1,2-Dichloropropane 50.0 49.88 ug/L 100 70-130
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
1,3,5-Trimethylbenzene 50.0 48.65 ug/L 97 69-130
1,3-Dichlorobenzene 50.0 50.16 ug/L 100 70-130
1,3-Dichloropropane 50.0 47.11 ug/L 94 70-130
1,4-Dichlorobenzene 50.0 50.72 ug/L 101 70-130
2,2-Dichloropropane 50.0 43.67 ug/L 87 52-135
2-Butanone (MEK)200 187.7 ug/L 94 61-145
2-Chlorotoluene 50.0 45.99 ug/L 92 70-130
2-Hexanone 200 217.0 ug/L 108 65-137
3,3-Dimethyl-1-butanol 125 90.84 ug/L 73 38-144
4-Chlorotoluene 50.0 49.50 ug/L 99 70-130
4-Isopropyltoluene 50.0 51.63 ug/L 103 65-130
4-Methyl-2-pentanone (MIBK)200 217.1 ug/L 109 69-138
Acetone 200 234.5 ug/L 117 43-160
Benzene 50.0 47.99 ug/L 96 70-130
Bromobenzene 50.0 46.51 ug/L 93 70-132
Bromoform 50.0 44.47 ug/L 89 57-140
Bromomethane 50.0 80.65 *+ug/L 161 10-160
Carbon tetrachloride 50.0 46.51 ug/L 93 61-137
Chlorobenzene 50.0 47.97 ug/L 96 70-130
Chlorobromomethane 50.0 47.50 ug/L 95 70-130
Chlorodibromomethane 50.0 45.56 ug/L 91 67-135
Chloroethane 50.0 42.24 ug/L 84 55-141
Chloroform 50.0 47.44 ug/L 95 69-130
Chloromethane 50.0 51.66 ug/L 103 58-137
cis-1,2-Dichloroethene 50.0 48.36 ug/L 97 68-130
cis-1,3-Dichloropropene 50.0 45.35 ug/L 91 69-132
Dibromomethane 50.0 45.41 ug/L 91 70-130
Dichlorobromomethane 50.0 45.92 ug/L 92 67-133
Dichlorodifluoromethane 50.0 33.43 ug/L 67 41-146
Ethanol 1000 1112 ug/L 111 20-160
Ethylbenzene 50.0 48.67 ug/L 97 70-130
Isopropyl ether 25.0 29.35 ug/L 117 64-132
Isopropylbenzene 50.0 49.61 ug/L 99 70-130
Methyl tert-butyl ether 50.0 44.43 ug/L 89 66-130
Methylene Chloride 50.0 48.44 ug/L 97 66-135
m-Xylene & p-Xylene 50.0 47.48 ug/L 95 70-130
Naphthalene 50.0 45.44 ug/L 91 47-149
n-Butylbenzene 50.0 49.76 ug/L 100 67-130
N-Propylbenzene 50.0 49.66 ug/L 99 70-130
o-Xylene 50.0 47.54 ug/L 95 70-130
sec-Butylbenzene 50.0 52.27 ug/L 105 66-130
Styrene 50.0 48.66 ug/L 97 70-130
t-Amyl alcohol 250 205.3 ug/L 82 38-139
t-Butyl alcohol 500 427.6 ug/L 86 46-143
Tert-amyl methyl ether 25.0 21.59 ug/L 86 52-132
Tert-butyl ethyl ether 25.0 22.08 ug/L 88 55-133
tert-Butyl Formate 125 79.71 ug/L 64 10-160
tert-Butylbenzene 50.0 48.36 ug/L 97 64-139
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Page 37 of 56 11/29/2022 (Rev. 1)
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QC Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Method: SM6200-B - Volatile Organic Compounds (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 400-598451/1002
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598451
Tetrachloroethene 50.0 45.62 ug/L 91 65-130
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
Toluene 50.0 47.74 ug/L 95 70-130
trans-1,2-Dichloroethene 50.0 48.83 ug/L 98 70-130
trans-1,3-Dichloropropene 50.0 44.69 ug/L 89 63-130
Trichloroethene 50.0 46.01 ug/L 92 70-130
Trichlorofluoromethane 50.0 46.84 ug/L 94 65-138
Vinyl acetate 100 89.58 ug/L 90 26-160
Vinyl chloride 50.0 50.39 ug/L 101 59-136
4-Bromofluorobenzene 72 -119
Surrogate
92
LCS LCS
Qualifier Limits%Recovery
102Dibromofluoromethane 75 -126
96Toluene-d8 (Surr)64 -132
Client Sample ID: Method BlankLab Sample ID: MB 400-598937/4
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598937
RL MDL
1,1,1,2-Tetrachloroethane ND 1.00 0.160 ug/L 11/02/22 17:34 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
ND 0.1801.00 ug/L 11/02/22 17:34 11,1,1-Trichloroethane
ND 0.5001.00 ug/L 11/02/22 17:34 11,1,2,2-Tetrachloroethane
ND 0.2105.00 ug/L 11/02/22 17:34 11,1,2-Trichloroethane
ND 0.5001.00 ug/L 11/02/22 17:34 11,1-Dichloroethane
ND 0.5001.00 ug/L 11/02/22 17:34 11,1-Dichloroethene
ND 0.5001.00 ug/L 11/02/22 17:34 11,1-Dichloropropene
ND 0.9001.00 ug/L 11/02/22 17:34 11,2,3-Trichlorobenzene
ND 0.8405.00 ug/L 11/02/22 17:34 11,2,3-Trichloropropane
ND 0.8201.00 ug/L 11/02/22 17:34 11,2,4-Trichlorobenzene
ND 0.8201.00 ug/L 11/02/22 17:34 11,2,4-Trimethylbenzene
ND 0.2301.00 ug/L 11/02/22 17:34 11,2-Dibromoethane (EDB)
ND 0.5001.00 ug/L 11/02/22 17:34 11,2-Dichlorobenzene
ND 0.1901.00 ug/L 11/02/22 17:34 11,2-Dichloroethane
ND 0.5001.00 ug/L 11/02/22 17:34 11,2-Dichloropropane
ND 0.5601.00 ug/L 11/02/22 17:34 11,3,5-Trimethylbenzene
ND 0.5401.00 ug/L 11/02/22 17:34 11,3-Dichlorobenzene
ND 0.5001.00 ug/L 11/02/22 17:34 11,3-Dichloropropane
ND 0.6401.00 ug/L 11/02/22 17:34 11,4-Dichlorobenzene
ND 0.5001.00 ug/L 11/02/22 17:34 12,2-Dichloropropane
ND 2.6025.0 ug/L 11/02/22 17:34 12-Butanone (MEK)
ND 0.5701.00 ug/L 11/02/22 17:34 12-Chlorotoluene
ND 1.4025.0 ug/L 11/02/22 17:34 12-Hexanone
ND 12.020.0 ug/L 11/02/22 17:34 13,3-Dimethyl-1-butanol
ND 0.5601.00 ug/L 11/02/22 17:34 14-Chlorotoluene
ND 0.7101.00 ug/L 11/02/22 17:34 14-Isopropyltoluene
ND 1.8025.0 ug/L 11/02/22 17:34 14-Methyl-2-pentanone (MIBK)
ND 10.025.0 ug/L 11/02/22 17:34 1Acetone
ND 0.1301.00 ug/L 11/02/22 17:34 1Benzene
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QC Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Method: SM6200-B - Volatile Organic Compounds (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 400-598937/4
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598937
RL MDL
Bromobenzene ND 1.00 0.540 ug/L 11/02/22 17:34 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
ND 0.2505.00 ug/L 11/02/22 17:34 1Bromoform
ND 0.9801.00 ug/L 11/02/22 17:34 1Bromomethane
ND 0.1901.00 ug/L 11/02/22 17:34 1Carbon tetrachloride
ND 0.1501.00 ug/L 11/02/22 17:34 1Chlorobenzene
ND 0.2101.00 ug/L 11/02/22 17:34 1Chlorobromomethane
ND 0.2401.00 ug/L 11/02/22 17:34 1Chlorodibromomethane
ND 0.7601.00 ug/L 11/02/22 17:34 1Chloroethane
ND 1.001.00 ug/L 11/02/22 17:34 1Chloroform
ND 0.3201.00 ug/L 11/02/22 17:34 1Chloromethane
ND 0.2001.00 ug/L 11/02/22 17:34 1cis-1,2-Dichloroethene
ND 0.5005.00 ug/L 11/02/22 17:34 1cis-1,3-Dichloropropene
ND 0.2205.00 ug/L 11/02/22 17:34 1Dibromomethane
ND 0.5001.00 ug/L 11/02/22 17:34 1Dichlorobromomethane
ND 0.8501.00 ug/L 11/02/22 17:34 1Dichlorodifluoromethane
ND 24.0100 ug/L 11/02/22 17:34 1Ethanol
ND 0.5001.00 ug/L 11/02/22 17:34 1Ethylbenzene
ND 0.2001.00 ug/L 11/02/22 17:34 1Isopropyl ether
ND 0.5301.00 ug/L 11/02/22 17:34 1Isopropylbenzene
ND 0.2201.00 ug/L 11/02/22 17:34 1Methyl tert-butyl ether
ND 3.005.00 ug/L 11/02/22 17:34 1Methylene Chloride
ND 0.6305.00 ug/L 11/02/22 17:34 1m-Xylene & p-Xylene
ND 3.005.00 ug/L 11/02/22 17:34 1Naphthalene
ND 0.7601.00 ug/L 11/02/22 17:34 1n-Butylbenzene
ND 0.6901.00 ug/L 11/02/22 17:34 1N-Propylbenzene
ND 0.6005.00 ug/L 11/02/22 17:34 1o-Xylene
ND 0.7001.00 ug/L 11/02/22 17:34 1sec-Butylbenzene
ND 1.001.00 ug/L 11/02/22 17:34 1Styrene
ND 4.5010.0 ug/L 11/02/22 17:34 1t-Amyl alcohol
ND 4.9010.0 ug/L 11/02/22 17:34 1t-Butyl alcohol
ND 0.2301.00 ug/L 11/02/22 17:34 1Tert-amyl methyl ether
ND 0.2801.00 ug/L 11/02/22 17:34 1Tert-butyl ethyl ether
ND 2.4010.0 ug/L 11/02/22 17:34 1tert-Butyl Formate
ND 0.6301.00 ug/L 11/02/22 17:34 1tert-Butylbenzene
ND 0.9001.00 ug/L 11/02/22 17:34 1Tetrachloroethene
ND 0.4101.00 ug/L 11/02/22 17:34 1Toluene
ND 0.5001.00 ug/L 11/02/22 17:34 1trans-1,2-Dichloroethene
ND 0.2005.00 ug/L 11/02/22 17:34 1trans-1,3-Dichloropropene
ND 0.1501.00 ug/L 11/02/22 17:34 1Trichloroethene
ND 0.5201.00 ug/L 11/02/22 17:34 1Trichlorofluoromethane
ND 0.93025.0 ug/L 11/02/22 17:34 1Vinyl acetate
ND 0.5001.00 ug/L 11/02/22 17:34 1Vinyl chloride
4-Bromofluorobenzene 99 72-119 11/02/22 17:34 1
MB MB
Surrogate Dil FacPreparedAnalyzedQualifierLimits%Recovery
102 11/02/22 17:34 1Dibromofluoromethane75-126
101 11/02/22 17:34 1Toluene-d8 (Surr)64-132
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Page 39 of 56 11/29/2022 (Rev. 1)
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QC Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Method: SM6200-B - Volatile Organic Compounds (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 400-598937/1002
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598937
1,1,1,2-Tetrachloroethane 50.0 52.96 ug/L 106 67-131
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
1,1,1-Trichloroethane 50.0 50.32 ug/L 101 68-130
1,1,2,2-Tetrachloroethane 50.0 61.60 ug/L 123 70-131
1,1,2-Trichloroethane 50.0 55.14 ug/L 110 70-130
1,1-Dichloroethane 50.0 48.93 ug/L 98 70-130
1,1-Dichloroethene 50.0 47.68 ug/L 95 63-134
1,1-Dichloropropene 50.0 49.96 ug/L 100 70-130
1,2,3-Trichlorobenzene 50.0 51.87 ug/L 104 60-138
1,2,3-Trichloropropane 50.0 64.35 ug/L 129 70-130
1,2,4-Trichlorobenzene 50.0 53.21 ug/L 106 60-140
1,2,4-Trimethylbenzene 50.0 59.69 ug/L 119 70-130
1,2-Dibromoethane (EDB)50.0 53.85 ug/L 108 70-130
1,2-Dichlorobenzene 50.0 57.93 ug/L 116 67-130
1,2-Dichloroethane 50.0 53.12 ug/L 106 69-130
1,2-Dichloropropane 50.0 52.47 ug/L 105 70-130
1,3,5-Trimethylbenzene 50.0 59.43 ug/L 119 69-130
1,3-Dichlorobenzene 50.0 57.29 ug/L 115 70-130
1,3-Dichloropropane 50.0 55.20 ug/L 110 70-130
1,4-Dichlorobenzene 50.0 56.82 ug/L 114 70-130
2,2-Dichloropropane 50.0 47.17 ug/L 94 52-135
2-Butanone (MEK)200 260.6 ug/L 130 61-145
2-Chlorotoluene 50.0 57.68 ug/L 115 70-130
2-Hexanone 200 256.9 ug/L 128 65-137
3,3-Dimethyl-1-butanol 250 185.6 ug/L 74 38-144
4-Chlorotoluene 50.0 59.61 ug/L 119 70-130
4-Isopropyltoluene 50.0 59.54 ug/L 119 65-130
4-Methyl-2-pentanone (MIBK)200 258.2 ug/L 129 69-138
Acetone 200 334.0 *+ug/L 167 43-160
Benzene 50.0 51.59 ug/L 103 70-130
Bromobenzene 50.0 55.36 ug/L 111 70-132
Bromoform 50.0 50.59 ug/L 101 57-140
Bromomethane 50.0 59.67 ug/L 119 10-160
Carbon tetrachloride 50.0 50.39 ug/L 101 61-137
Chlorobenzene 50.0 53.64 ug/L 107 70-130
Chlorobromomethane 50.0 51.17 ug/L 102 70-130
Chlorodibromomethane 50.0 53.48 ug/L 107 67-135
Chloroethane 50.0 52.97 ug/L 106 55-141
Chloroform 50.0 52.80 ug/L 106 69-130
Chloromethane 50.0 50.92 ug/L 102 58-137
cis-1,2-Dichloroethene 50.0 50.65 ug/L 101 68-130
cis-1,3-Dichloropropene 50.0 52.85 ug/L 106 69-132
Dibromomethane 50.0 55.05 ug/L 110 70-130
Dichlorobromomethane 50.0 51.98 ug/L 104 67-133
Dichlorodifluoromethane 50.0 46.57 ug/L 93 41-146
Ethanol 2000 1728 ug/L 86 20-160
Ethylbenzene 50.0 55.03 ug/L 110 70-130
Isopropyl ether 50.0 45.84 ug/L 92 64-132
Isopropylbenzene 50.0 53.90 ug/L 108 70-130
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QC Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Method: SM6200-B - Volatile Organic Compounds (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 400-598937/1002
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598937
Methyl tert-butyl ether 50.0 51.53 ug/L 103 66-130
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
Methylene Chloride 50.0 46.94 ug/L 94 66-135
m-Xylene & p-Xylene 50.0 54.22 ug/L 108 70-130
Naphthalene 50.0 52.93 ug/L 106 47-149
n-Butylbenzene 50.0 62.94 ug/L 126 67-130
N-Propylbenzene 50.0 60.71 ug/L 121 70-130
o-Xylene 50.0 54.20 ug/L 108 70-130
sec-Butylbenzene 50.0 59.66 ug/L 119 66-130
Styrene 50.0 54.54 ug/L 109 70-130
t-Amyl alcohol 500 541.5 ug/L 108 38-139
t-Butyl alcohol 500 556.5 ug/L 111 46-143
Tert-amyl methyl ether 50.0 45.87 ug/L 92 52-132
Tert-butyl ethyl ether 50.0 43.00 ug/L 86 55-133
tert-Butyl Formate 250 187.1 ug/L 75 10-160
tert-Butylbenzene 50.0 58.55 ug/L 117 64-139
Tetrachloroethene 50.0 48.91 ug/L 98 65-130
Toluene 50.0 52.56 ug/L 105 70-130
trans-1,2-Dichloroethene 50.0 48.60 ug/L 97 70-130
trans-1,3-Dichloropropene 50.0 53.53 ug/L 107 63-130
Trichloroethene 50.0 48.93 ug/L 98 70-130
Trichlorofluoromethane 50.0 58.98 ug/L 118 65-138
Vinyl acetate 100 102.7 ug/L 103 26-160
Vinyl chloride 50.0 45.08 ug/L 90 59-136
4-Bromofluorobenzene 72 -119
Surrogate
99
LCS LCS
Qualifier Limits%Recovery
99Dibromofluoromethane 75 -126
99Toluene-d8 (Surr)64 -132
Client Sample ID: Method BlankLab Sample ID: MB 400-598988/4
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598988
RL MDL
1,1,1,2-Tetrachloroethane ND 1.00 0.160 ug/L 11/03/22 13:22 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
ND 0.1801.00 ug/L 11/03/22 13:22 11,1,1-Trichloroethane
ND 0.5001.00 ug/L 11/03/22 13:22 11,1,2,2-Tetrachloroethane
ND 0.2105.00 ug/L 11/03/22 13:22 11,1,2-Trichloroethane
ND 0.5001.00 ug/L 11/03/22 13:22 11,1-Dichloroethane
ND 0.5001.00 ug/L 11/03/22 13:22 11,1-Dichloroethene
ND 0.5001.00 ug/L 11/03/22 13:22 11,1-Dichloropropene
ND 0.9001.00 ug/L 11/03/22 13:22 11,2,3-Trichlorobenzene
ND 0.8405.00 ug/L 11/03/22 13:22 11,2,3-Trichloropropane
ND 0.8201.00 ug/L 11/03/22 13:22 11,2,4-Trichlorobenzene
ND 0.8201.00 ug/L 11/03/22 13:22 11,2,4-Trimethylbenzene
ND 0.2301.00 ug/L 11/03/22 13:22 11,2-Dibromoethane (EDB)
ND 0.5001.00 ug/L 11/03/22 13:22 11,2-Dichlorobenzene
ND 0.1901.00 ug/L 11/03/22 13:22 11,2-Dichloroethane
Eurofins Savannah
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QC Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Method: SM6200-B - Volatile Organic Compounds (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 400-598988/4
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598988
RL MDL
1,2-Dichloropropane ND 1.00 0.500 ug/L 11/03/22 13:22 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
ND 0.5601.00 ug/L 11/03/22 13:22 11,3,5-Trimethylbenzene
ND 0.5401.00 ug/L 11/03/22 13:22 11,3-Dichlorobenzene
ND 0.5001.00 ug/L 11/03/22 13:22 11,3-Dichloropropane
ND 0.6401.00 ug/L 11/03/22 13:22 11,4-Dichlorobenzene
ND 0.5001.00 ug/L 11/03/22 13:22 12,2-Dichloropropane
ND 2.6025.0 ug/L 11/03/22 13:22 12-Butanone (MEK)
ND 0.5701.00 ug/L 11/03/22 13:22 12-Chlorotoluene
ND 1.4025.0 ug/L 11/03/22 13:22 12-Hexanone
ND 12.020.0 ug/L 11/03/22 13:22 13,3-Dimethyl-1-butanol
ND 0.5601.00 ug/L 11/03/22 13:22 14-Chlorotoluene
ND 0.7101.00 ug/L 11/03/22 13:22 14-Isopropyltoluene
ND 1.8025.0 ug/L 11/03/22 13:22 14-Methyl-2-pentanone (MIBK)
ND 10.025.0 ug/L 11/03/22 13:22 1Acetone
ND 0.1301.00 ug/L 11/03/22 13:22 1Benzene
ND 0.5401.00 ug/L 11/03/22 13:22 1Bromobenzene
ND 0.2505.00 ug/L 11/03/22 13:22 1Bromoform
ND 0.9801.00 ug/L 11/03/22 13:22 1Bromomethane
ND 0.1901.00 ug/L 11/03/22 13:22 1Carbon tetrachloride
ND 0.1501.00 ug/L 11/03/22 13:22 1Chlorobenzene
ND 0.2101.00 ug/L 11/03/22 13:22 1Chlorobromomethane
ND 0.2401.00 ug/L 11/03/22 13:22 1Chlorodibromomethane
ND 0.7601.00 ug/L 11/03/22 13:22 1Chloroethane
ND 1.001.00 ug/L 11/03/22 13:22 1Chloroform
ND 0.3201.00 ug/L 11/03/22 13:22 1Chloromethane
ND 0.2001.00 ug/L 11/03/22 13:22 1cis-1,2-Dichloroethene
ND 0.5005.00 ug/L 11/03/22 13:22 1cis-1,3-Dichloropropene
ND 0.2205.00 ug/L 11/03/22 13:22 1Dibromomethane
ND 0.5001.00 ug/L 11/03/22 13:22 1Dichlorobromomethane
ND 0.8501.00 ug/L 11/03/22 13:22 1Dichlorodifluoromethane
159.0 24.0100 ug/L 11/03/22 13:22 1Ethanol
ND 0.5001.00 ug/L 11/03/22 13:22 1Ethylbenzene
ND 0.2001.00 ug/L 11/03/22 13:22 1Isopropyl ether
ND 0.5301.00 ug/L 11/03/22 13:22 1Isopropylbenzene
ND 0.2201.00 ug/L 11/03/22 13:22 1Methyl tert-butyl ether
ND 3.005.00 ug/L 11/03/22 13:22 1Methylene Chloride
ND 0.6305.00 ug/L 11/03/22 13:22 1m-Xylene & p-Xylene
ND 3.005.00 ug/L 11/03/22 13:22 1Naphthalene
ND 0.7601.00 ug/L 11/03/22 13:22 1n-Butylbenzene
ND 0.6901.00 ug/L 11/03/22 13:22 1N-Propylbenzene
ND 0.6005.00 ug/L 11/03/22 13:22 1o-Xylene
ND 0.7001.00 ug/L 11/03/22 13:22 1sec-Butylbenzene
ND 1.001.00 ug/L 11/03/22 13:22 1Styrene
ND 4.5010.0 ug/L 11/03/22 13:22 1t-Amyl alcohol
ND 4.9010.0 ug/L 11/03/22 13:22 1t-Butyl alcohol
ND 0.2301.00 ug/L 11/03/22 13:22 1Tert-amyl methyl ether
ND 0.2801.00 ug/L 11/03/22 13:22 1Tert-butyl ethyl ether
ND 2.4010.0 ug/L 11/03/22 13:22 1tert-Butyl Formate
ND 0.6301.00 ug/L 11/03/22 13:22 1tert-Butylbenzene
Eurofins Savannah
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QC Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Method: SM6200-B - Volatile Organic Compounds (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 400-598988/4
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598988
RL MDL
Tetrachloroethene ND 1.00 0.900 ug/L 11/03/22 13:22 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
ND 0.4101.00 ug/L 11/03/22 13:22 1Toluene
ND 0.5001.00 ug/L 11/03/22 13:22 1trans-1,2-Dichloroethene
ND 0.2005.00 ug/L 11/03/22 13:22 1trans-1,3-Dichloropropene
ND 0.1501.00 ug/L 11/03/22 13:22 1Trichloroethene
ND 0.5201.00 ug/L 11/03/22 13:22 1Trichlorofluoromethane
ND 0.93025.0 ug/L 11/03/22 13:22 1Vinyl acetate
ND 0.5001.00 ug/L 11/03/22 13:22 1Vinyl chloride
4-Bromofluorobenzene 95 72-119 11/03/22 13:22 1
MB MB
Surrogate Dil FacPreparedAnalyzedQualifierLimits%Recovery
101 11/03/22 13:22 1Dibromofluoromethane75-126
103 11/03/22 13:22 1Toluene-d8 (Surr)64-132
Client Sample ID: Lab Control SampleLab Sample ID: LCS 400-598988/1002
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598988
1,1,1,2-Tetrachloroethane 50.0 46.98 ug/L 94 67-131
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
1,1,1-Trichloroethane 50.0 48.16 ug/L 96 68-130
1,1,2,2-Tetrachloroethane 50.0 48.27 ug/L 97 70-131
1,1,2-Trichloroethane 50.0 47.55 ug/L 95 70-130
1,1-Dichloroethane 50.0 50.20 ug/L 100 70-130
1,1-Dichloroethene 50.0 46.34 ug/L 93 63-134
1,1-Dichloropropene 50.0 47.08 ug/L 94 70-130
1,2,3-Trichlorobenzene 50.0 46.81 ug/L 94 60-138
1,2,3-Trichloropropane 50.0 48.27 ug/L 97 70-130
1,2,4-Trichlorobenzene 50.0 45.47 ug/L 91 60-140
1,2,4-Trimethylbenzene 50.0 50.12 ug/L 100 70-130
1,2-Dibromoethane (EDB)50.0 45.98 ug/L 92 70-130
1,2-Dichlorobenzene 50.0 51.93 ug/L 104 67-130
1,2-Dichloroethane 50.0 48.54 ug/L 97 69-130
1,2-Dichloropropane 50.0 50.21 ug/L 100 70-130
1,3,5-Trimethylbenzene 50.0 49.52 ug/L 99 69-130
1,3-Dichlorobenzene 50.0 52.50 ug/L 105 70-130
1,3-Dichloropropane 50.0 46.45 ug/L 93 70-130
1,4-Dichlorobenzene 50.0 52.10 ug/L 104 70-130
2,2-Dichloropropane 50.0 44.32 ug/L 89 52-135
2-Butanone (MEK)200 191.6 ug/L 96 61-145
2-Chlorotoluene 50.0 46.36 ug/L 93 70-130
2-Hexanone 200 221.8 ug/L 111 65-137
3,3-Dimethyl-1-butanol 125 94.08 ug/L 75 38-144
4-Chlorotoluene 50.0 50.29 ug/L 101 70-130
4-Isopropyltoluene 50.0 51.45 ug/L 103 65-130
4-Methyl-2-pentanone (MIBK)200 221.5 ug/L 111 69-138
Acetone 200 236.1 ug/L 118 43-160
Benzene 50.0 49.06 ug/L 98 70-130
Eurofins Savannah
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QC Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Method: SM6200-B - Volatile Organic Compounds (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 400-598988/1002
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598988
Bromobenzene 50.0 47.34 ug/L 95 70-132
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
Bromoform 50.0 42.57 ug/L 85 57-140
Bromomethane 50.0 77.46 ug/L 155 10-160
Carbon tetrachloride 50.0 48.42 ug/L 97 61-137
Chlorobenzene 50.0 49.15 ug/L 98 70-130
Chlorobromomethane 50.0 46.42 ug/L 93 70-130
Chlorodibromomethane 50.0 46.17 ug/L 92 67-135
Chloroethane 50.0 45.50 ug/L 91 55-141
Chloroform 50.0 48.72 ug/L 97 69-130
Chloromethane 50.0 58.34 ug/L 117 58-137
cis-1,2-Dichloroethene 50.0 47.68 ug/L 95 68-130
cis-1,3-Dichloropropene 50.0 43.76 ug/L 88 69-132
Dibromomethane 50.0 46.90 ug/L 94 70-130
Dichlorobromomethane 50.0 47.63 ug/L 95 67-133
Dichlorodifluoromethane 50.0 43.66 ug/L 87 41-146
Ethanol 1000 1436 ug/L 144 20-160
Ethylbenzene 50.0 49.17 ug/L 98 70-130
Isopropyl ether 25.0 28.86 ug/L 115 64-132
Isopropylbenzene 50.0 49.51 ug/L 99 70-130
Methyl tert-butyl ether 50.0 42.06 ug/L 84 66-130
Methylene Chloride 50.0 48.47 ug/L 97 66-135
m-Xylene & p-Xylene 50.0 46.90 ug/L 94 70-130
Naphthalene 50.0 42.87 ug/L 86 47-149
n-Butylbenzene 50.0 50.75 ug/L 102 67-130
N-Propylbenzene 50.0 50.09 ug/L 100 70-130
o-Xylene 50.0 47.36 ug/L 95 70-130
sec-Butylbenzene 50.0 52.31 ug/L 105 66-130
Styrene 50.0 49.91 ug/L 100 70-130
t-Amyl alcohol 250 207.0 ug/L 83 38-139
t-Butyl alcohol 500 418.2 ug/L 84 46-143
Tert-amyl methyl ether 25.0 19.08 ug/L 76 52-132
Tert-butyl ethyl ether 25.0 20.25 ug/L 81 55-133
tert-Butyl Formate 125 77.50 ug/L 62 10-160
tert-Butylbenzene 50.0 48.29 ug/L 97 64-139
Tetrachloroethene 50.0 45.69 ug/L 91 65-130
Toluene 50.0 48.33 ug/L 97 70-130
trans-1,2-Dichloroethene 50.0 47.49 ug/L 95 70-130
trans-1,3-Dichloropropene 50.0 43.13 ug/L 86 63-130
Trichloroethene 50.0 46.31 ug/L 93 70-130
Trichlorofluoromethane 50.0 52.32 ug/L 105 65-138
Vinyl acetate 100 92.18 ug/L 92 26-160
Vinyl chloride 50.0 55.84 ug/L 112 59-136
4-Bromofluorobenzene 72 -119
Surrogate
86
LCS LCS
Qualifier Limits%Recovery
101Dibromofluoromethane 75 -126
96Toluene-d8 (Surr)64 -132
Eurofins Savannah
Page 44 of 56 11/29/2022 (Rev. 1)
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QC Sample Results
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Method: SM6200-B - Volatile Organic Compounds (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 400-599283/4
Matrix: Water Prep Type: Total/NA
Analysis Batch: 599283
RL MDL
3,3-Dimethyl-1-butanol ND 20.0 12.0 ug/L 11/04/22 15:53 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
ND 10.025.0 ug/L 11/04/22 15:53 1Acetone
118.1 24.0100 ug/L 11/04/22 15:53 1Ethanol
ND 0.6305.00 ug/L 11/04/22 15:53 1m-Xylene & p-Xylene
4-Bromofluorobenzene 103 72-119 11/04/22 15:53 1
MB MB
Surrogate Dil FacPreparedAnalyzedQualifierLimits%Recovery
101 11/04/22 15:53 1Dibromofluoromethane75-126
102 11/04/22 15:53 1Toluene-d8 (Surr)64-132
Client Sample ID: Lab Control SampleLab Sample ID: LCS 400-599283/1002
Matrix: Water Prep Type: Total/NA
Analysis Batch: 599283
3,3-Dimethyl-1-butanol 125 98.57 ug/L 79 38-144
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
Acetone 200 212.2 ug/L 106 43-160
Ethanol 1000 1957 *+ug/L 196 20-160
m-Xylene & p-Xylene 50.0 47.94 ug/L 96 70-130
4-Bromofluorobenzene 72 -119
Surrogate
99
LCS LCS
Qualifier Limits%Recovery
99Dibromofluoromethane 75 -126
100Toluene-d8 (Surr)64 -132
Eurofins Savannah
Page 45 of 56 11/29/2022 (Rev. 1)
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QC Association Summary
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
GC/MS VOA
Analysis Batch: 598451
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water SM6200-B680-223876-1 MW-2R Total/NA
Water SM6200-B680-223876-2 - DL MW-3 Total/NA
Water SM6200-B680-223876-7 MW-17 Total/NA
Water SM6200-BMB 400-598451/5 Method Blank Total/NA
Water SM6200-BLCS 400-598451/1002 Lab Control Sample Total/NA
Analysis Batch: 598937
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water SM6200-B680-223876-1 - DL MW-2R Total/NA
Water SM6200-B680-223876-6 MW-16 Total/NA
Water SM6200-B680-223876-7 MW-17 Total/NA
Water SM6200-B680-223876-13 RW-7 Total/NA
Water SM6200-BMB 400-598937/4 Method Blank Total/NA
Water SM6200-BLCS 400-598937/1002 Lab Control Sample Total/NA
Analysis Batch: 598988
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water SM6200-B680-223876-2 MW-3 Total/NA
Water SM6200-B680-223876-3 MW-5R Total/NA
Water SM6200-B680-223876-4 MW-6R Total/NA
Water SM6200-B680-223876-5 MW-12 Total/NA
Water SM6200-B680-223876-8 MW-18 Total/NA
Water SM6200-B680-223876-9 MW-19 Total/NA
Water SM6200-B680-223876-10 MW-20 Total/NA
Water SM6200-B680-223876-11 RW-3 Total/NA
Water SM6200-B680-223876-12 RW-6 Total/NA
Water SM6200-B680-223876-13 RW-7 Total/NA
Water SM6200-BMB 400-598988/4 Method Blank Total/NA
Water SM6200-BLCS 400-598988/1002 Lab Control Sample Total/NA
Analysis Batch: 599283
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water SM6200-B680-223876-6 MW-16 Total/NA
Water SM6200-BMB 400-599283/4 Method Blank Total/NA
Water SM6200-BLCS 400-599283/1002 Lab Control Sample Total/NA
Eurofins Savannah
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Lab Chronicle
Client: Crawford Environmental Services Inc Job ID: 680-223876-1
Project/Site: 3059
Client Sample ID: MW-2R Lab Sample ID: 680-223876-1
Matrix: WaterDate Collected: 10/20/22 08:50
Date Received: 10/24/22 10:00
Analysis SM6200-B WPD11/02/22 21:275DL EET PEN598937
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Instrument ID:CH_CONAN
Analysis SM6200-B 1 598451 10/31/22 11:03 AGW EET PENTotal/NA 5 mL 5 mL
DarwinInstrument ID:
Client Sample ID: MW-3 Lab Sample ID: 680-223876-2
Matrix: WaterDate Collected: 10/20/22 11:05
Date Received: 10/24/22 10:00
Analysis SM6200-B AGW10/31/22 16:395DL EET PEN598451
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Instrument ID:Darwin
Analysis SM6200-B 2 598988 11/03/22 21:00 AGW EET PENTotal/NA 5 mL 5 mL
DarwinInstrument ID:
Client Sample ID: MW-5R Lab Sample ID: 680-223876-3
Matrix: WaterDate Collected: 10/20/22 10:25
Date Received: 10/24/22 10:00
Analysis SM6200-B AGW11/03/22 19:161 EET PEN598988
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Instrument ID:Darwin
Client Sample ID: MW-6R Lab Sample ID: 680-223876-4
Matrix: WaterDate Collected: 10/20/22 10:45
Date Received: 10/24/22 10:00
Analysis SM6200-B AGW11/03/22 21:415 EET PEN598988
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Instrument ID:Darwin
Client Sample ID: MW-12 Lab Sample ID: 680-223876-5
Matrix: WaterDate Collected: 10/20/22 13:30
Date Received: 10/24/22 10:00
Analysis SM6200-B AGW11/03/22 22:2310 EET PEN598988
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Instrument ID:Darwin
Client Sample ID: MW-16 Lab Sample ID: 680-223876-6
Matrix: WaterDate Collected: 10/20/22 08:15
Date Received: 10/24/22 10:00
Analysis SM6200-B WPD11/02/22 22:4510 EET PEN598937
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Instrument ID:CH_CONAN
Eurofins Savannah
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Lab Chronicle
Client: Crawford Environmental Services Inc Job ID: 680-223876-1
Project/Site: 3059
Client Sample ID: MW-16 Lab Sample ID: 680-223876-6
Matrix: WaterDate Collected: 10/20/22 08:15
Date Received: 10/24/22 10:00
Analysis SM6200-B AGW11/04/22 23:3810 EET PEN599283
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Client Sample ID: MW-17 Lab Sample ID: 680-223876-7
Matrix: WaterDate Collected: 10/20/22 09:00
Date Received: 10/24/22 10:00
Analysis SM6200-B WPD11/02/22 23:1110 EET PEN598937
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Instrument ID:CH_CONAN
Analysis SM6200-B 5 598451 10/31/22 17:20 AGW EET PENTotal/NA 5 mL 5 mL
DarwinInstrument ID:
Client Sample ID: MW-18 Lab Sample ID: 680-223876-8
Matrix: WaterDate Collected: 10/20/22 12:30
Date Received: 10/24/22 10:00
Analysis SM6200-B AGW11/03/22 19:371 EET PEN598988
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Instrument ID:Darwin
Client Sample ID: MW-19 Lab Sample ID: 680-223876-9
Matrix: WaterDate Collected: 10/20/22 09:05
Date Received: 10/24/22 10:00
Analysis SM6200-B AGW11/03/22 21:212 EET PEN598988
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Instrument ID:Darwin
Client Sample ID: MW-20 Lab Sample ID: 680-223876-10
Matrix: WaterDate Collected: 10/20/22 08:30
Date Received: 10/24/22 10:00
Analysis SM6200-B AGW11/03/22 22:025 EET PEN598988
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Instrument ID:Darwin
Client Sample ID: RW-3 Lab Sample ID: 680-223876-11
Matrix: WaterDate Collected: 10/20/22 10:05
Date Received: 10/24/22 10:00
Analysis SM6200-B AGW11/03/22 19:571 EET PEN598988
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Instrument ID:Darwin
Eurofins Savannah
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Lab Chronicle
Client: Crawford Environmental Services Inc Job ID: 680-223876-1
Project/Site: 3059
Client Sample ID: RW-6 Lab Sample ID: 680-223876-12
Matrix: WaterDate Collected: 10/20/22 09:25
Date Received: 10/24/22 10:00
Analysis SM6200-B AGW11/03/22 20:181 EET PEN598988
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Instrument ID:Darwin
Client Sample ID: RW-7 Lab Sample ID: 680-223876-13
Matrix: WaterDate Collected: 10/20/22 11:30
Date Received: 10/24/22 10:00
Analysis SM6200-B WPD11/03/22 01:481 EET PEN598937
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Instrument ID:CH_CONAN
Analysis SM6200-B 1 598988 11/03/22 20:39 AGW EET PENTotal/NA 5 mL 5 mL
DarwinInstrument ID:
Laboratory References:
EET PEN = Eurofins Pensacola, 3355 McLemore Drive, Pensacola, FL 32514, TEL [phone]
Eurofins Savannah
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Accreditation/Certification Summary
Client: Crawford Environmental Services Inc Job ID: 680-223876-1
Project/Site: 3059
Laboratory: Eurofins Pensacola
All accreditations/certifications held by this laboratory are listed. Not all accreditations/certifications are applicable to this report.
Authority Program Identification Number Expiration Date
Alabama State 40150 06-30-23
ANAB ISO/IEC 17025 L2471 02-23-23
Arkansas DEQ State 88-0689 09-01-23
California State 2510 06-30-23
Florida NELAP E81010 06-30-23
Georgia State E81010(FL)06-30-23
Illinois NELAP 200041 10-09-23
Kansas NELAP E-10253 10-31-23
Kentucky (UST)State 53 06-30-23
Kentucky (WW)State KY98030 12-31-22
Louisiana (All)NELAP 30976 06-30-23
Louisiana (DW)State LA017 12-31-22
Maryland State 233 09-30-23
Michigan State 9912 06-30-23
North Carolina (WW/SW)State 314 12-31-22
Oklahoma NELAP 9810 08-31-23
Pennsylvania NELAP 68-00467 01-31-23
South Carolina State 96026 06-30-23
Tennessee State TN02907 06-30-23
Texas NELAP T104704286 09-30-23
US Fish & Wildlife US Federal Programs A22340 06-30-23
USDA US Federal Programs P330-21-00056 05-17-24
Virginia NELAP 460166 06-14-23
West Virginia DEP State 136 03-31-23
Eurofins Savannah
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Method Summary
Job ID: 680-223876-1Client: Crawford Environmental Services Inc
Project/Site: 3059
Method Method Description LaboratoryProtocol
SMSM6200-B Volatile Organic Compounds EET PEN
SW8465030BPurge and Trap EET PEN
Protocol References:
SM = "Standard Methods For The Examination Of Water And Wastewater"
SW846 = "Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates.
Laboratory References:
EET PEN = Eurofins Pensacola, 3355 McLemore Drive, Pensacola, FL 32514, TEL [phone]
Eurofins Savannah
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Login Sample Receipt Checklist
Client: Crawford Environmental Services Inc Job Number: 680-223876-1
Login Number: 223876
Question Answer Comment
Creator: Johnson, Corey M
List Source: Eurofins Savannah
List Number: 1
N/ARadioactivity wasn't checked or is </= background as measured by a survey
meter.
TrueThe cooler's custody seal, if present, is intact.
TrueSample custody seals, if present, are intact.
TrueThe cooler or samples do not appear to have been compromised or
tampered with.
TrueSamples were received on ice.
TrueCooler Temperature is acceptable.
TrueCooler Temperature is recorded.
TrueCOC is present.
TrueCOC is filled out in ink and legible.
TrueCOC is filled out with all pertinent information.
TrueIs the Field Sampler's name present on COC?
TrueThere are no discrepancies between the containers received and the COC.
TrueSamples are received within Holding Time (excluding tests with immediate
HTs)
TrueSample containers have legible labels.
TrueContainers are not broken or leaking.
TrueSample collection date/times are provided.
TrueAppropriate sample containers are used.
TrueSample bottles are completely filled.
N/ASample Preservation Verified.
TrueThere is sufficient vol. for all requested analyses, incl. any requested
MS/MSDs
N/AContainers requiring zero headspace have no headspace or bubble is
<6mm (1/4").
TrueMultiphasic samples are not present.
TrueSamples do not require splitting or compositing.
N/AResidual Chlorine Checked.
Eurofins Savannah
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Login Sample Receipt Checklist
Client: Crawford Environmental Services Inc Job Number: 680-223876-1
Login Number: 223876
Question Answer Comment
Creator: Whitley, Adrian
List Source: Eurofins Pensacola
List Creation: 10/26/22 03:34 PMList Number: 2
N/ARadioactivity wasn't checked or is </= background as measured by a survey
meter.
N/AThe cooler's custody seal, if present, is intact.
N/ASample custody seals, if present, are intact.
TrueThe cooler or samples do not appear to have been compromised or
tampered with.
TrueSamples were received on ice.
TrueCooler Temperature is acceptable.
TrueCooler Temperature is recorded.4.1, 0.7°C IR9
TrueCOC is present.
TrueCOC is filled out in ink and legible.
TrueCOC is filled out with all pertinent information.
TrueIs the Field Sampler's name present on COC?
TrueThere are no discrepancies between the containers received and the COC.
TrueSamples are received within Holding Time (excluding tests with immediate
HTs)
TrueSample containers have legible labels.
TrueContainers are not broken or leaking.
TrueSample collection date/times are provided.
TrueAppropriate sample containers are used.
TrueSample bottles are completely filled.
N/ASample Preservation Verified.
TrueThere is sufficient vol. for all requested analyses, incl. any requested
MS/MSDs
N/AContainers requiring zero headspace have no headspace or bubble is
<6mm (1/4").
TrueMultiphasic samples are not present.
TrueSamples do not require splitting or compositing.
N/AResidual Chlorine Checked.
Eurofins Savannah
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GROUNDWATER MONITORING REPORT GPM 3059 (FORMER SCOTCHMAN #59) BURGAW, NORTH CAROLINA INCIDENT #19300

GPM 3059 (FORMER SCOTCHMAN #3059): GROUNDWATER MONITORING REPORT

APPENDIX D
TREND GRAPHS

92.50
93.00
93.50
94.00
94.50
95.00
95.50
96.00
96.50
97.00
97.50
0.00
0.01
0.01
0.02
0.02
0.03
12/19/20141/22/20152/4/20153/10/20154/2/20154/27/20155/20/20157/2/20158/14/20159/4/20154/19/20164/29/20168/7/20187/8/201911/20/20193/19/20205/14/20206/29/20209/14/202011/18/202012/29/20203/15/20216/8/202110/6/202112/29/20214/27/20228/9/202210/19/2022Groundwater Elevation (feet)Concentration (ug/L)Date
MW-2R
Free Product & Groundwater Elevation vs Time
FP Thickness Groundwater Elevation Average Groundwater Elevation
93.00
93.50
94.00
94.50
95.00
95.50
96.00
96.50
97.00
97.50
0.00
0.01
0.02
0.03
0.04
0.05
0.06
0.07
12/19/20141/22/20152/4/20153/10/20154/2/20154/27/20155/20/20157/2/20158/14/20159/4/20154/19/20164/29/20165/25/20166/16/20166/20/20187/21/20188/7/20181/23/20195/28/20197/8/20199/10/201910/9/201911/20/20193/19/20205/14/20206/29/20209/14/202011/18/202012/29/20203/15/20216/8/202110/6/202112/29/20214/27/20228/9/202210/19/2022Groundwater Elevation (feet)Free Product Thickness (feet)Date
MW-5R
Free Product Thickness & Groundwater Elevation vs Time
FP Thickness Groundwater Elevation Average Groundwater Elevation
92.00
93.00
94.00
95.00
96.00
97.00
98.00
99.00
0.00
0.05
0.10
0.15
0.20
0.25
0.30
0.35
0.40
0.45
0.50
12/19/20141/22/20152/4/20153/10/20154/2/20154/27/20155/20/20157/2/20158/14/20159/4/20154/19/20164/29/20165/25/20166/16/20166/20/20187/21/20188/7/20181/23/20195/28/20197/8/20199/10/201910/9/201911/20/20193/19/20205/14/20206/29/20209/14/202011/18/202012/29/20203/15/20216/8/202110/6/202112/29/20214/27/20228/9/202210/19/2022Groundwater Elevation (feet)Free Product Thickness (feet)Date
MW-16
Free Product Thickness & Groundwater Elevation vs Time
Free Product Thickness Groundwater Elevation Average Groundwater Elevation
92.00
93.00
94.00
95.00
96.00
97.00
98.00
0.00
0.10
0.20
0.30
0.40
0.50
0.60
12/19/20141/22/20152/4/20153/10/20154/2/20154/27/20155/20/20157/2/20158/14/20159/4/20154/19/20164/29/20165/25/20166/16/20166/20/20187/21/20188/7/20181/23/20195/28/20197/8/20199/10/201910/9/201911/20/20193/19/20205/14/20206/29/20209/14/202011/18/202012/29/20203/15/20216/8/202110/6/202112/29/20214/27/20228/9/202210/19/2022Groundwater Elevation (feet)Free Product Thickness (feet)Date
MW-17
Free Product Thickness & Groundwater Elevation vs Time
FP Thickness Groundwater Elevation Average Groundwater Elevation
84.00
86.00
88.00
90.00
92.00
94.00
96.00
98.00
0.00
0.01
0.01
0.02
0.02
0.03
12/19/20141/22/20152/4/20153/10/20154/2/20154/27/20155/20/20157/2/20158/14/20159/4/20154/19/20164/29/20165/25/20166/16/20166/20/20187/21/20188/7/20181/23/20195/28/20197/8/20199/10/201911/20/20193/19/20205/14/20206/29/20209/14/202011/18/202012/29/20203/15/20216/8/202110/6/202112/29/20214/27/20228/9/202210/19/2022Groundwater Elevation (feet)Free Product Thickness (feet)Date
MW-19
Free Product Thickness & Groundwater Elevation vs Time
Free Product Thickness Groundwater Elevation Average Groundwater Elevation
93.50
94.00
94.50
95.00
95.50
96.00
96.50
97.00
0.00
0.01
0.02
0.03
0.04
0.05
0.06
12/19/20141/22/20152/4/20153/10/20154/2/20154/27/20155/20/20157/2/20158/14/20159/4/20154/19/20164/29/20165/25/20166/16/20166/20/20187/21/20188/7/20181/23/20195/28/20197/8/20199/10/201911/20/20193/19/20205/14/20206/29/20209/14/202011/18/202012/29/20203/15/20216/8/202110/6/202112/29/20214/27/20228/9/202210/19/2022Groundwater Elevation (feet)Free Product Thickness (feet)Date
MW-21
Free Product Thickness & Groundwater Elevation vs Time
FP Thickness Groundwater Elevation Average Groundwater Elevation