letter transmitting the 2009 performance monitoring report · 2020. 8. 13. · cleburn street well...

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- - - HGL HydroGeologic, Inc Exceed ing Exp ecta tio ns March 8, 2010 Mr. Jim Seiler AES Project Officer U.S. Environmental Protection Agency, Region 7 901 N. 5th Street Kansas City, KS 6610 1 RE: 2009 Performance Monitoring Report Cleburn Street Well Site - OUs 1&2, Grand Island, NE U.S. EPA Region 7 AES Contract No. EP-S7-05-05; Task Order No. 0019 EPA Task Order Project Officer: Mary Peterson Dear Mr. Seiler: HydroGeoLogic, Inc. (HGL) is pleased to submit two hard copies with two electronic copies of the 2009 Performance Monitoring Report for the groundwater extraction and treatment (GET) and soil vapor extraction (SVE) systems at the Cleburn Street Well site (OUs 1&2) in Grand Island, NE. The report summarizes the remediation system performance for the 2009 reporting period. If you have questions or concerns regarding the Performance Monitoring Report, please do not hesitate to call . . Sincerely, Bill Mehnert, CHMM Task Order Manager Robert C. Overfelt, PG , CHMM AES Program Manager , enclosures 403305 79 CL'l):J- 1 11111 1111 1111 11111111 il lli ll m 11 11111I 1111 Superfu nd 6340 Glenwood , Suite 200, Bu il ding #7, Overland Park. __________ _ -------------- Phone: (913) 317-8860 Fax: (9 13)3 17-8868 - www. hgl.com

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Page 1: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

---HGL HydroGeologic, Inc

Exceed i n g Ex p ecta t i o ns

March 8, 2010

Mr. Jim Seiler AES Project Officer U.S. Environmental Protection Agency, Region 7 901 N. 5th Street Kansas City, KS 6610 1

RE: 2009 Performance Monitoring Report Cleburn Street Well Site - OUs 1&2, Grand Island, NE U.S. EPA Region 7 AES Contract No. EP-S7-05-05; Task Order No. 0019 EPA Task Order Project Officer: Mary Peterson

Dear Mr. Seiler:

HydroGeoLogic, Inc. (HGL) is pleased to submit two hard copies with two electronic copies of the 2009 Performance Monitoring Report for the groundwater extraction and treatment (GET) and soil vapor extraction (SVE) systems at the Cleburn Street Well site (OUs 1&2) in Grand Island, NE. The report summarizes the remediation system performance for the 2009 reporting period.

If you have questions or concerns regarding the Performance Monitoring Report, please do not hesitate to call . .

Sincerely,

Bill Mehnert, CHMM Task Order Manager

Robert C. Overfelt, PG , CHMM AES Program Manager

, enclosures 40330579 CL'l):J-

11111111111111111111 11 il llill m 1111111I 1111 Superfu nd

6340 Glenwood, Suite 200, Building #7, Overland Park. KS:..,;;66;,;2~02;... __________ _

-------------- Phone: (913) 317-8860 Fax: (913)317-8868 -www.hgl.com

Page 2: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

2009 ANNUAL PERFORMANCE REPORT

LONG TERM RESPONSE ACTION CLEBURN STREET WELL SITE

OPERABLE UNITS 1 & 2

Prepared for:

U.S. Environmental Protection Agency Region 7 901 North 5th Street

Kansas City, KS 66101

Architect and Engineering Services Contract EP-S7-05-05 Task Order: 0019

March 2010

Page 3: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

2009 ANNUAL PERFORMANCE REPORT LONG TERM REPONSE ACTION CLEBURN STREET WELL SITE

OPERABLE UNITS 1 & 2

Prepared for:

U.S. Environmental Protection Agency Region 7 901 North 5th Street

Kansas City, KS 66101

Prepared by:

HydroGeoLogic, Inc 6340 Glenwood, Suite 200

Building #7 Overland Park, KS 66202

March 2010

Page 4: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

U.S. EPA Region 7 Cleburn OU2 2009 Annual Report i HydroGeoLogic, Inc. 3/8/2010

TABLE OF CONTENTS Section Page 1.0 INTRODUCTION ........................................................................................................... 1-1

1.1 SITE BACKGROUND AND HISTORY OF REMEDIAL ACTIONS.............. 1-1 1.1.1 Past Investigations and Regulatory Involvement..................................... 1-1 1.1.2 Summary of HGL Activities .................................................................... 1-2

1.2 PURPOSE............................................................................................................ 1-4 2.0 SUMMARY OF ACTIVITIES FOR THE ANNUAL REPORTING PERIOD.............. 2-1

2.1 WELL NETWORK EXPANSION, CHARACTERIZATION, AND PILOT STUDIES ............................................................................................................. 2-1 2.1.1 Well Installation and Silt Layer Characterization ................................... 2-1 2.1.2 Plume and Source Area ISCO Treatability Studies ................................. 2-1

2.2 SUMMARY OF PERFORMANCE MONITORING EVENTS ......................... 2-2 2.2.1 January 2009 Quarterly Sampling Event ................................................. 2-2 2.2.2 April 2009 Quarterly Sampling Event ..................................................... 2-3 2.2.3 July 2009 Quarterly Sampling Event....................................................... 2-4 2.2.4 October 2009 Annual Sampling Event .................................................... 2-4

3.0 SYSTEM PERFORMANCE ........................................................................................... 3-1

3.1 FACILITY INSPECTIONS................................................................................. 3-1 3.2 FACILITY MAINTENANCE ............................................................................. 3-1 3.3 FACILITY PERFORMANCE............................................................................. 3-2

3.3.1 GET System............................................................................................. 3-2 3.3.2 SVE System ............................................................................................. 3-2

3.4 CONTAMINANT TRENDS ............................................................................... 3-3 3.4.1 GET System............................................................................................. 3-3 3.4.2 SVE System ............................................................................................. 3-4

3.5 GROUNDWATER FLOW.................................................................................. 3-4 4.0 CONCLUSIONS AND RECOMMENDATIONS .......................................................... 4-1 5.0 REFERENCES ................................................................................................................ 5-1

LIST OF APPENDICES

Appendix A Laboratory and Field Data, January 2009 Quarterly Sampling Event Appendix B Laboratory and Field Data, April 2009 Quarterly Sampling Event Appendix C Laboratory and Field Data, July 2009 Quarterly Sampling Event Appendix D Laboratory Data, October 2009 Annual Sampling Event Appendix E GET and SVE O&M Reports

Page 5: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

U.S. EPA Region 7 Cleburn OU2 2009 Annual Report ii HydroGeoLogic, Inc. 3/8/2010

LIST OF TABLES Table 2.1 Sampling Event Summary Table 2.2 Laboratory Analytical Results - January 2009 Table 2.3 Field Data - January 2009 Table 2.4 Laboratory Analytical Results – April 2009 Table 2.5 Field Data - April 2009 Table 2.6 Laboratory Analytical Results - July 2009 Table 2.7 Field Data - July 2009 Table 2.8 Laboratory Analytical Results - October 2009 Table 2.9 Field Data – October 2009 Table 3.1 Mass of Contaminants Removed by the Air Stripping Unit Table 3.2 Mass of Contaminants Removed by the SVE System Table 3.3 SVE VOC Concentrations Table 3.4 Groundwater Elevations – October 2009

LIST OF FIGURES Figure 1.1 Site Location Map Figure 1.2 OUs 1 and 2 Soil and Groundwater Treatment Well Locations Figure 1.3 Process and Instrumentation Diagram (Soil Vapor – OU1) Figure 2.1 OU2 Monitoring Well Location Map Figure 2.2 OUs 1 and 2 Soil and Groundwater Treatment Well Locations Figure 3.1 PCE Concentrations in Combined GET System Influent and Effluent Figure 3.2 PCE Concentrations in Cleburn Street Well Figure 3.3 PCE Concentrations in Monitoring Well-2A Figure 3.4 TCE Concentrations in Monitoring Well-2A Figure 3.5 PCE Concentrations in Monitoring Well-12A Figure 3.6 TCE Concentrations in Monitoring Well-12A Figure 3.7 PCE Concentrations in Monitoring Well-13A Figure 3.8 PCE Concentrations in Monitoring Well-2B Figure 3.9 PCE Concentrations in Monitoring Well ERT-14 Figure 3.10 PCE Concentrations in Monitoring Well ERT-15 Figure 3.11 PCE Concentrations in Monitoring Well ERT-16 Figure 3.12 PCE Concentrations in Monitoring Well MW-102AA Figure 3.13 PCE Concentrations in Monitoring Well MW-103BB Figure 3.14 PCE Concentrations in Monitoring Well MW-104AA Figure 3.15 PCE Concentrations in Monitoring Well MW-107AA Figure 3.16 PCE Concentrations in Monitoring Well MW-107BB Figure 3.17 PCE Contour Map Figure 3.18 Potentiometric Map (October 2009)

Page 6: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

U.S. EPA Region 7 Cleburn OU2 2009 Annual Report iii HydroGeoLogic, Inc. 3/8/2010

LIST OF ACRONYMS AND ABBREVIATIONS

ARCS Alternative Remedial Contract Strategy BACT Best Available Control Technology BDCM bromodichlormethane bgs below ground surface BTOC below top of casing BVSPC Black & Veatch Special Projects Corp. cis-1,2-DCE cis-1,2-dichloroethene 1,1-DCE 1,1-dichloroethene DBCM dibromochloromethane DPE dual phase extraction DPT direct-push technology EPA U.S. Environmental Protection Agency ERT Environmental Response Team EW extraction well GAC granular activated carbon GET groundwater extraction and treatment gpm gallons per minute HGL HydroGeoLogic, Inc. ISCO in situ chemical oxidation LDL low detection limit LTM long term monitoring LTRA long term response action MCL maximum contaminant level MEK methyl ethyl ketone µg/L micrograms per liter MW monitoring well NDEQ Nebraska Department of Environmental Quality NOD natural oxidant demand NPDES National Pollutant Discharge Elimination System O&M operation and maintenance

Page 7: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

LIST OF ACRONYMS AND ABBREVIATIONS (continued)

U.S. EPA Region 7 Cleburn OU2 2009 Annual Report iv HydroGeoLogic, Inc. 3/8/2010

OHM One Hour Martinizing OU operable unit PCE tetrachloroethene PDB passive diffusion bag PID photoionization detector PMP Performance Monitoring Plan QA quality assurance QC quality control RA Remedial Action RD Remedial Design REAC Response Engineering and Analytical Contract RI Remedial Investigation ROD record of decision ROI radius of influence SOW scope of work SVE soil vapor extraction Sverdrup Sverdrup Corporation 1,1,1-TCA 1,1,1-trichloroethane TCE trichloroethene TO task order TOC total organic carbon VMP vapor monitoring point VOCs volatile organic compounds

Page 8: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

U.S. EPA Region 7 Cleburn OU2 2009 Annual Report 1-1 HydroGeoLogic, Inc. 3/8/2010

2009 ANNUAL PERFORMANCE REPORT LONG TERM RESPONSE ACTION

OPERABLE UNITS 1 AND 2 CLEBURN STREET WELL SITE

GRAND ISLAND, NE

1.0 INTRODUCTION HydroGeoLogic, Inc. (HGL) is conducting Long Term Response Action (LTRA) activities at the Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental Protection Agency (EPA) Architect and Engineering Contract number EP-S7-05-05, Task Order (TO) 0019. This Annual Performance Report describes the activities conducted at OU1 and OU2 from January 2009 through December 2009 under TO 0019.

1.1 SITE BACKGROUND AND HISTORY OF REMEDIAL ACTIONS

The Cleburn Street Well Site is located near the downtown area of Grand Island, in Hall County, Nebraska (Figure 1.1). Tetrachloroethene (PCE) contamination of subsurface soils and groundwater was identified at various locations around downtown Grand Island. These various locations are collectively known as the Cleburn Street Well Site, which encompasses an area of approximately 144 city blocks. Land use in the area of the Cleburn Street Well Site consists mainly of single family residential units, light manufacturing and retail shops. Based on the source area and affected media, EPA subdivided the site into the following OUs:

OPERABLE UNIT

MEDIA SOURCE AREA

1 subsurface soil One Hour Martinizing (W. 4th and N. Eddy streets) 2 groundwater One Hour Martinizing (W. 4th and N. Eddy streets) 3 groundwater Liberty Cleaners (W. 8th and N. Eddy streets) 4 groundwater Ideal Cleaners (W. 1st and Cedar streets)

5 soil and groundwater

Nebraska Solvent Company (Lincoln and W. North Front streets)

1.1.1 Past Investigations and Regulatory Involvement

A phased Remedial Investigation (RI) was initiated at the site by Sverdrup Corporation (Sverdrup) in September 1991 under the EPA’s Alternative Remedial Contract Strategy (ARCS) Program. Phases I, II, and III of the RI field sampling activities were conducted in 1992 and 1993. The RI Report, including a Baseline Risk Assessment, was prepared and submitted to EPA in May 1993

Page 9: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

HGL—2009 Annual Performance Report, Cleburn Street Well Site OU2—Grand Island, NE

U.S. EPA Region 7 Cleburn OU2 2009 Annual Report 1-2 HydroGeoLogic, Inc. 3/8/2010

(Sverdrup, 1993). In June 1996, EPA signed a record of decision (ROD) including soil vapor extraction (SVE) and treatment by carbon adsorption to address subsurface soils (OU1) at the One Hour Martinizing (OHM) source area, and groundwater extraction and treatment (GET) by air stripping to address groundwater (OU2) at the OHM (EPA, 1996). The ROD also included groundwater monitoring and institutional controls, with a contingency for soil vapor extraction at the other two dry cleaning facilities, Liberty Cleaners (OU3) and Ideal Cleaners (OU4) (EPA, 1996). The Remedial Design (RD) for OU1 and OU2 was completed and approved in September 1997. The design for OU1 (soil contamination) included plans and specifications for the installation of an SVE and treatment system utilizing an existing SVE process skid equipped with granular activated carbon (GAC) canisters. The design for OU2 (groundwater contamination) included plans and specifications for the demolition and reconstruction of a portion of the existing building foundation, construction of a pre-engineered building, and installation of a GET system. A vendor-supplied “off-the-shelf” air stripping unit was utilized for OU2 (Sverdrup, 1997). Sverdrup was tasked under the EPA Work Assignment 023-RARA-07ES with implementing the Remedial Action (RA) at both OU1 and OU2. Sverdrup subcontracted the construction component for the RA to Bay West, Inc. With oversight provided by Sverdrup’s resident engineer, Bay West began construction activities in March 1998 and completed construction in August 1998. Figure 1.2 shows the locations of the GET and SVE network layout. Sverdrup collected performance monitoring samples at OU1 and OU2 when the remediation system was brought online in August 1998, through the April 2000 quarterly sampling event, and conducted O&M activities. From July 2000 through June 2005, Black & Veatch Special Projects Corp. (BVSPC) conducted the O&M at OU2 as a contractor to EPA under Work Assignment 050-RARA-07ES. Responsibility for O&M activities at the OU1 SVE soil remediation system was transferred from EPA to the Nebraska Department of Environmental Quality (NDEQ) in 2000. They continued to operate the system through 2006. In August 2006, the carbon treatment canisters and flexible piping for the SVE system were disconnected and removed from the building by the NDEQ.

1.1.2 Summary of HGL Activities

On September 28, 2005, HGL was tasked by EPA to conduct LTRA activities at OU2. Work was initiated under TO 0004). TO 0004 assigned HGL responsibility for long term monitoring (LTM), O&M, and optimization of the GET remedial system operating at the Cleburn Street Well Site. The period of performance for TO 0004 extended through September 2008. HGL’s responsibilities under TO 0004 consisted of collecting performance monitoring samples; conducting O&M of the GET system; and preparing monthly O&M summaries, quarterly reports, and the Annual Performance Report summarizing the inspections, monitoring events, and maintenance activities conducted for OU2 during the year. Based on the results of LTRA sampling efforts, it was determined that further characterization of

Page 10: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

HGL—2009 Annual Performance Report, Cleburn Street Well Site OU2—Grand Island, NE

U.S. EPA Region 7 Cleburn OU2 2009 Annual Report 1-3 HydroGeoLogic, Inc. 3/8/2010

the source was needed to fully evaluate the design and performance of the existing remedial systems. In November 2006, HGL conducted a targeted study consisting of a source investigation and groundwater profiling of OU2. Data obtained during this study was evaluated to assess the capture zone of the remediation system and aid in developing a plan to optimize the treatment system. The results of this investigation were presented in the Source Investigation Report submitted to EPA in February 2007 (HGL, 2007). Based on the findings of the source investigation, HGL optimized the GET system in June/July 2007. The following optimization activities were conducted:

• Thorough acid wash cleaning of the three groundwater extraction wells (EWs) • Installation of properly sized extraction pumps at the optimal depth for contaminant capture • Reconfiguration of the extraction well piping, sample ports, and gauges

Optimization resulted in nearly doubling the groundwater extraction rate from the three wells. Concurrent with the optimization work, EPA’s Response Engineering and Analytical Contract (REAC) contractor completed a limited investigation of the primary source area beneath the former OHM building. This assessment included the installation of three shallow groundwater sampling wells and nine vapor monitoring points (VMPs) within the OHM footprint. TO 0019 was awarded to HGL in July 2007 and it included the scope of work (SOW) elements listed for TO 0004 with additional SOW elements added to include the O&M and optimization of the SVE system (OU1) which had been operated and monitored by NDEQ before it was shut down in 2006. From August 2007 through January 2008, HGL completed system modifications and repairs to both optimize and accurately assess the performance of the SVE system. In January 2008, system optimization was completed after installation of additional piping, flow sensors, and a cleanout port to remove water from the SVE lines. Figure 1.3 illustrates the improvements to the SVE system completed in January 2008. A summary of field activities and system startup analytical results were detailed in the SVE System Optimization technical memo dated April, 2008 (HGL, 2008). Based on the recommendations in that memo, the SVE-8 well was connected to the system in August 2008 to remove volatiles from beneath the former OHM building (Figure 1.2). Although the system improvements to the GET and SVE systems achieved substantial containment of the groundwater plume, the portion of the source contamination beneath the former OHM building continued to release high levels of chlorinated VOCs to the groundwater. In 2009, HGL initiated two pilot-scale treatability studies using in situ chemical oxidation (ISCO) to target contamination in two areas: within the source area and in the plume downgradient of the source. Post-injection data indicates that treating the contaminated zones with ISCO significantly decreases the concentration of chlorinated VOCs in those areas. The pilot studies will continue through 2010. In addition, the monitoring well network was augmented with 14 new monitoring wells in 2009 to provide adequate coverage to characterize downgradient migration of contaminants from the site. Four six-inch wells also were installed in the silt layer at the site for the pilot studies.

Page 11: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

HGL—2009 Annual Performance Report, Cleburn Street Well Site OU2—Grand Island, NE

U.S. EPA Region 7 Cleburn OU2 2009 Annual Report 1-4 HydroGeoLogic, Inc. 3/8/2010

1.2 PURPOSE

The purpose of this Annual Performance Report is to describe the activities conducted at OU2 from January 2009 through December 2009 under TO 0019. The report includes the following information:

• Summary of Well Installation and Testing and Evaluation of Silt Layer report submitted September 10, 2009

• Summary of In Situ Chemical Oxidant Injection Evaluation report submitted in November 2009

• Summary of ISCO injections at the source area for the source area treatability study that will be submitted under separate cover in 2010

• Summary of quarterly and annual performance monitoring events • Summary of the facility inspections and maintenance • Summary of the facility performance • Conclusions and recommendations

Though the ISCO pilot study completed in the source area commenced in December 2010, post-injection monitoring is ongoing; the findings of this study will be reported under separate cover.

Page 12: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

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Page 13: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

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HGL—Annual Performance Report—Cleburn Street Well Site

Figure 1.1Site Location Map

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Page 14: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

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Page 15: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Filename: X:/EPA009/Cleburn/Annual Report

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HGL--Annual Performance Report--Cleburn Street Well SiteGrand Island, Nebraska

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202A/B

4" CS

201

ROOTS # 418-RAM J W/25HP MOTOR

VAPOR PUMP PACKAGE

DISCHARGE

SILENCERTSH

S-202

SCH 80, 18' TOTAL DEPTHTYPICAL SVE WELL: 4" PVC,

WITH 1'-0" SUMP AND 10'-0"

SCREEN, 10 SLOT

E-101

M

TCV

201201

PSVHV

201

AIR FILTER/SILENCERS-201

201

PI

6" X 8"

202

PI

6" CS

TI

202

S-101

2" DRAIN

1/4" SC

SC

STACK

1/4" PLUG1/4" PLUG

1 1/2" REMOVABLE THREADED PLUG ADDED TO PROVIDE ACCESS TO PERIODICALLY PUMP CONDENSATE FROM THE COMMON 4"

2)

VAPOR COLLECTION HEADER. SVE-4 IS THE LOW POINT.

6" CS 6" CS

BLIND FLG. CONN. TO/FROMVAPOR PHASE CARBON VESSELS

REMOVABLE PIPING

SPOOL102

TI

DPI

201

201

TW

TE

201

NOTE 1

101

FE/TE

101 101FT/TT FI/TI

RTD

201

TIC

SET @

70 Fo

TI

203

6" CS

DRAIN PLUG

1/2" NPTDRAIN PLUG

SET @ 10"

HG VAC

CONDENSATE PUMP DISCHARGE PIPING MAY BE EXTENED TO AIR 3)STRIPPER INLET PIPING AS REQUIRED TO HANDLE PRODUCTION

OF CONDENSATE BY THE SVE SYSTEM. QUICK CONNECT TYPE HOSE

FITTING IS CURRENTLY FURINISHED AT THE MS SKID.

PROCESS AND INSTRUMENTATION

DIAGRAM (SOIL VAPOR - OU1)

CLEBURN STREET WELL SITE

XXX

HSPANEL MOUNTED INSTRUMENT

LOCALLY MOUNTED INSTRUMENTTW

201

CARBON STEEL PIPECS

DPI DIFFERENTIAL PRESSURE INDICATOR

FE FLOW ELEMENT

FI FLOW INDICATOR

FT FLOW TRANSMITTER

HS HAND SWITCH

HV HAND VALVE

LG LEVEL GAUGE

PI PRESSURE OR VACUUM INDICATOR

PSV PRESSURE SAFETY VALVE

PVC PVC PIPE

SC SAMPLE CONNECTION (TYPICALLY WITH VALVE)

SP SAMPLE PORT (TYPICALLY PETE'S PLUG)TC TEMPERATURE CONTROLLER

TEMPERATURE CONTROL VALVETCV

TEMPERATURE ELEMENTTE

TEMPERATURE INDICATORTI

TEMPERATURE INDICATING CONTROLLERTIC

HIGH TEMPERATURE SWITCH TSH

TT TEMPERATURE TRANSMITTER

TW TEMPERATURE WELL

VACUUM OR WATER PUMP

BALL VALVE

GATE VALVE

BUTTERFLY VALVE

REDUCER

FLANGED CONNECTION

EXPANSION JOINT/FLEXIBLE CONNECTION

WATER METER

HOSE CONNECTION/QUICK CONNECT FITTING

MAIN PROCESS LINE

INSTRUMENT CONTROL

STREET

WITH FLOW INSTRUMENT

SCH 80, 18' TOTAL DEPTHTYPICAL SVE WELL: 4" PVC,

WITH 1'-0" SUMP AND 10'-0"

SCREEN, 10 SLOT

SCH 80, 18' TOTAL DEPTHTYPICAL SVE WELL: 4" PVC,

WITH 1'-0" SUMP AND 10'-0"

SCREEN, 10 SLOT

SCH 80, 18' TOTAL DEPTHTYPICAL SVE WELL: 4" PVC,

WITH 1'-0" SUMP AND 10'-0"

SCREEN, 10 SLOT

4" PVC

TYP. SVE WELL HEAD

LOCATED IN EDDY

STREET

TYP. SVE WELL HEAD

LOCATED IN EDDY

STREET

PETE'S PLUG, SAMPLE PORT

PETE'S PLUG, SAMPLE PORT

PETE'S PLUG, SAMPLE PORT4" PVC

WITH FLOW INSTRUMENT

TYP. FOR 2

4" X 2 1/2" RED. TYP. FOR 2

4" X 2 1/2" RED.

TYP. FOR 2

4" X 2 1/2" RED.

2 1/2" PIPE SADDLE WITH FLOW INSTRUMENT

4" PVC

WITH FLOW INSTRUMENT

2 1/2" PIPE SADDLE

4" CS, DILUTION AIR

(FUTURE)

1" UNION (NOTE 3)

E-101

AIR/AIR HEAT EXCHANGERSIZE: FT2

RATING: 30,000 BTUH

MATERIAL: 304 S.S.

DESIGN PRESSURE: 5 PSIG VACUUM

DESIGN TEMPERATURE: 250 Fo

S-101

AIR/WATER SEPARATOR

SIZE: H2K MODEL #: VLS 320RATING: 1,600 SCFM @ 5" H2O MATERIAL: CARBON STEEL

DESIGN PRESSURE: 17" HG VACUUM

HOLDING CAPACITY: 320 GALLONSo

(ESTIMATED @950 SCFM @ 5.0" HG)

S-201

INLET AIR FILTER SILENCER

SIZE: 4"

RATING: 500 SCFM

MATERIAL: CARBON STEEL

S-202

DISCHARGE SILENCER

SIZE: 6"

RATING: 1,300 ACFM

MATERIAL: CARBON STEEL

DESIGN PRESSURE: 15 PSI

DESIGN TEMPERATURE: 250 Fo

TYP. SVE WELL HEAD

LOCATED IN EDDY

STREET

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HGL—2009 Annual Performance Report, Cleburn Street Well Site OU2—Grand Island, NE

U.S. EPA Region 7 Cleburn OU2 2009 Annual Report 2-1 HydroGeoLogic, Inc. 3/8/2010

2.0 SUMMARY OF ACTIVITIES FOR THE ANNUAL REPORTING PERIOD

In addition to the routine performance monitoring events conducted during the annual reporting period, HGL also executed several targeted field events to further characterize the site and improve system performance. These additional activities are briefly summarized in the following subsections.

2.1 WELL NETWORK EXPANSION, CHARACTERIZATION, AND PILOT STUDIES

2.1.1 Well Installation and Silt Layer Characterization

Fourteen permanent monitoring wells and four dual phase extraction (DPE) were installed in February/March 2009. The monitoring wells were finished at three different depths within the same aquifer. Wells were strategically located to both augment the current LTM network at existing locations and provide new wells at locations where direct-push technology (DPT) groundwater profiling investigations indicated contamination was present (Figure 2.1). The DPE wells are located in the frontage road just east of the remediation building near the current GET and SVE wells (Figure 2.2). These new DPE wells are screened at specific depths to target the silt layer beneath the site, which occurs at approximately 29 to 40 feet below ground surface (bgs). Investigation of the silt layer is important to site cleanup because recent investigations conducted by HGL for EPA indicate that subsurface contamination is residing primarily either within this less permeable layer or within its upper capillary fringe. Slug testing was conducted to estimate hydraulic conductivity, and a pump test was performed to evaluate the hydrogeologic properties of the silt layer and provide data to evaluate potential remedial approaches. Based on the results of the source area pump test, indicating a very limited radius of influence (ROI) from the DPE wells, a vent test involving application of vacuum while pumping also was conducted. EPA and HGL assessed the aquifer testing data and determined that pumping alone would not offer significant improvement in contaminant removal in the source area. Therefore, other remedial alternatives that have been implemented successfully at other groundwater remediation sites in the area were evaluated, and ISCO (utilizing potassium or sodium permanganate) was identified as a viable remedial option, for both the plume and the source area. Before this study, an ISCO pilot study had been only considered for the plume area. A detailed discussion of the field activities, results, and recommendations of this field effort can be found in the Well Installation and Testing and Evaluation of Silt Layer report submitted to the EPA in September 2009 (HGL, 2009).

2.1.2 Plume and Source Area ISCO Treatability Studies

The plume pilot study was initiated in July 2009 and involved one application potassium permanganate delivered through 20 DPT injection points in the plume downgradient of the source

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HGL—2009 Annual Performance Report, Cleburn Street Well Site OU2—Grand Island, NE

U.S. EPA Region 7 Cleburn OU2 2009 Annual Report 2-2 HydroGeoLogic, Inc. 3/8/2010

area (Figure 2.1). Three rounds of post-injection sampling were conducted at 16 temporary and permanent wells located crossgradient, within, and downgradient of the injection zone. Performance monitoring was conducted to evaluate oxidant distribution, and determine its effectiveness in reducing concentrations of volatile organic compounds (VOCs). At some locations tetrachloroethene (PCE) levels were reduced to nondetect, and by up to 80 percent in others. Additional rounds of permanganate injection will be necessary for sustained contaminant reduction in the plume. Details of this pilot study were presented in the In Situ Chemical Oxidant Injection Evaluation report submitted to EPA in November 2009 (HGL, 2009a). In October 2009, EPA awarded Amendment 3 to expand the ISCO pilot test to include the source area. The scope included limited characterization beneath the building for optimal placement of chemical oxidant injection wells; the installation of 10 permanent injection wells in the source area; two rounds of oxidant injection; performance injection monitoring; and the temporary shutdown of the GET system while the pilot study (permanganate injection) occurs in the source area. This field event was initiated in December 2009.

2.2 SUMMARY OF PERFORMANCE MONITORING EVENTS

To evaluate the performance of the GET system, groundwater samples are collected on a quarterly basis from the GET system components, the groundwater monitoring well network, and the Cleburn Street well. The performance monitoring sampling events summarized in this Annual Report were conducted in January, April, July and October, 2009. All samples were analyzed for VOCs at the EPA Region 7 Environmental Services Division Laboratory as specified in the approved Performance Monitoring Plan (PMP) prepared by Sverdrup (Sverdrup, 1999). In general, wells that historically have been nondetect or exhibited low levels of VOCs were analyzed at low detection limit (LDL) to ensure data usability. Wells with consistently high detections (greater than 50 micrograms per liter [µg/L]) were analyzed at standard detection limits. The sampling event date, event type, sample locations, and type of VOC sample collected are summarized in Table 2.1. Monitoring well locations are illustrated on Figure 2.1. For the purposes of evaluating site-derived data, detected concentrations were compared to EPA maximum contaminant levels (MCLs).

2.2.1 January 2009 Quarterly Sampling Event

The January 2009 quarterly performance monitoring event was conducted on January 12 and 13, 2009. Groundwater samples were collected from the following locations:

• GET system components: combined influent, effluent, EW-1, EW-2, and EW-3 • Performance monitoring network: Monitoring Well (MW)-2A, MW-2B, MW-8A, MW-

8B, MW-9A, MW-10A, MW-10B, MW-11A, MW-11B, MW-12A, MW-13A, Environment Response Team (ERT)-14, ERT-15 and ERT-16.

• Cleburn Street Municipal Well Samples also were collected to fulfill quality assurance (QA) and quality control (QC) requirements. Field duplicate samples were collected from the MW-2A and MW-2B. Trip blanks

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(standard detection limit and LDL) were prepared by EPA and included in each sample cooler. The groundwater samples from the performance monitoring network were collected using portable pumps (bladder and peristaltic). Though passive diffusion bag (PDB) samplers were used in 2008, data obtained using PDBs was inconsistent. Therefore, pumps were used for sampling in 2009. Five VOCs were reported at detectable concentrations in groundwater samples collected during the January 2009 quarterly event, though only tetrachloroethene (PCE) and trichloroethene (TCE) were detected at levels above the MCLs (Table 2.2). PCE was detected in 11 of the 22 field samples, including the field duplicate at MW-2A, at concentrations ranging from 1.3 µg/L to 57,000 µg/L. Eight of these reported concentrations exceeded the MCL for PCE of 5.0 µg/L. TCE was reported in one sample at a concentration of 11 µg/L. This concentration exceeded the MCL for TCE of 5.0 µg/L. Other VOCs detected were below their respective MCLs. Analytical results for the January 2009 quarterly sampling event are presented in Table 2.2. Field data collected during sampling to document site conditions are presented in Table 2.3. Laboratory analytical reports and field data sheets for the January 2009 quarterly sampling event are included in Appendix A.

2.2.2 April 2009 Quarterly Sampling Event

The April 2009 quarterly performance monitoring event was conducted April 13 through 16, 2009. Groundwater samples were collected from the following locations:

• GET system components: combined influent, effluent, EW-1, EW-2, and EW-3 • Performance monitoring network: MW-2A, MW-2B, MW-8A, MW-8B, MW-9A, MW-

10A, MW-10B, MW-11A, MW-11B, MW-12A, MW-13A, ERT-14, ERT-15 and ERT-16 • Newly installed monitoring wells: MW-101AA, MW-102AA, MW-102BB, MW-103AA,

MW-103BB, MW-103CC, MW-104AA, MW-104BB, MW-105BB, MW-106BB, MW-106CC, MW-107AA, MW-107BB, and MW-108BB

• Cleburn Street Municipal Well QA/QC samples also were collected. Field duplicate samples were collected from EW-1, MW-8A, MW-11A and MW-104BB. Trip blanks (standard detection limit and LDL) were prepared by the EPA and included in the sample cooler. Ten VOCs were detected in groundwater samples collected during the April 2009 quarterly event, though only PCE, TCE, 1,1,-dichloroethene (1,1-DCE) were detected at levels above MCLs (Table 2.4). PCE was detected in 21 of the 38 field samples, including the field duplicate of EW-1, at concentrations ranging from 1.8 µg/L to 110,000 µg/L. Fifteen of the 21 reported concentrations exceeded the MCL for PCE of 5.0 µg/L. TCE was reported in one sample at a concentration of 100 µg/L, which exceeds its MCL of 5.0 µg/L. 1,1-DCE was detected in only one sample (MW-2A), and the concentration reported was above the MCL. This compound was reported in MW-2A at 9.8 µg/L, which exceeds the MCL of 7 µg/L. Analytical results for the April 2009 quarterly sampling event are presented in Table 2.4. Field data collected during sampling are presented in Table 2.5. Laboratory analytical reports and field

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data sheets for the April 2009 quarterly sampling event are included in Appendix B.

2.2.3 July 2009 Quarterly Sampling Event

The July 2009 quarterly performance monitoring event was conducted July 22 and 23, 2009. Groundwater samples were collected from the following locations:

• GET system components: combined influent, effluent, EW-1, EW-2, and EW-3 • Performance monitoring network: MW-2A, MW-2B, MW-8A, MW-8B, MW-9A, MW-

10A, MW-10B, MW-11A, MW-11B, MW-12A, MW-13A, ERT-14, ERT-15, ERT-16,MW-101AA, MW-102AA, MW-102BB, MW-103AA, MW-103BB, MW-103CC, MW-104AA, MW-104BB, MW-105BB, MW-106BB, MW-106CC, MW-107AA, MW-107BB, and MW-108BB

• Cleburn Street Municipal Well QA/QC samples also were collected. Field duplicate samples were collected from MW-11A, MW-12A, MW-102BB and MW-103AA. Trip blanks (standard detection limit and LDL) were prepared by EPA and included in the sample cooler. Though several VOCs were detected in groundwater samples collected during the July 2009 quarterly event only PCE and TCE were reported at levels above the MCL. PCE was detected in 19 of 38 field samples, including the field duplicate at MW-12A, at concentrations ranging from 1.2 µg/L to 74,000 µg/L. Twelve of the 19 reported concentrations exceeded the MCL for PCE of 5.0 µg/L. TCE was reported in two samples, MW-12A and its duplicate, at concentrations of 140 µg/L and 150 µg/L, respectively. Both reported concentrations exceeded the MCL for TCE of 5.0 µg/L. Petroleum constituents were also identified in MW-12A, though concentrations were below MCLs. Analytical results for the July 2009 quarterly sampling event are presented in Table 2.6. Field parameter data collected during sampling are presented in Table 2.7. Laboratory analytical reports and field data sheets for the July 2009 quarterly sampling event are included in Appendix C.

2.2.4 October 2009 Annual Sampling Event

The 2009 annual performance monitoring event was conducted October 20 through 23, 2009. Groundwater samples were collected from the following locations:

• GET system components: combined influent, effluent, EW-1, EW-2, and EW-3 • Performance monitoring network: MW-2A, MW-2B, MW-8A, MW-8B, MW-9A, MW-

10A, MW-10B, MW-11A, MW-11B, MW-12A, MW-13A, ERT-14, ERT-15, ERT-16, MW-101AA, MW-102AA, MW-102BB, MW-103AA, MW-103BB, MW-103CC, MW-104AA, MW-104BB, MW-105BB, MW-106BB, MW-106CC, MW-107AA, MW-107BB, and MW-108BB

• Temporary wells installed for ISCO treatability studies: DPT-1A, DPT-2A, DPT-3A and DPT-2B

• Cleburn Street Municipal Well

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HGL—2009 Annual Performance Report, Cleburn Street Well Site OU2—Grand Island, NE

U.S. EPA Region 7 Cleburn OU2 2009 Annual Report 2-5 HydroGeoLogic, Inc. 3/8/2010

QA/QC samples also were collected. Field duplicate samples were collected from EW-2, MW-102BB, MW-105BB, and MW-107AA. Trip blanks (standard detection limit and LDL) were prepared by the EPA and included in the sample cooler. During this sampling event, additional QC samples were taken in the form of preservative blanks to assess potential chemical contamination from the acid used to preserve the VOC sample containers. Twelve VOCs were detected in groundwater samples collected during the October 2009 annual event, though only PCE and TCE were reported at levels that exceed MCLs. PCE was detected in 23 of the 38 samples analyzed, including three of the field duplicates. Concentrations ranged from 0.51 µg/L to 50,000 µg/L. Of the 23 detections, 11 of the reported PCE concentrations exceeded the MCL of 5 µg/L, including the field duplicate for EW-2. TCE was detected only in MW-12A, and the concentration of 15 µg/L exceeded the MCL for TCE of 5 µg/L. Petroleum constituents detected in MW-12A were below MCLs. Analytical results for the October 2009 annual sampling event are presented in Table 2.8. Field data for the October 2009 sampling event is presented in Table 2.9. Laboratory analytical reports and field data sheets for the October 2009 annual sampling event are included in this report as Appendix D.

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TABLES

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Table 2.1Sample Event SummaryCleburn Street Well SiteGrand Island, Nebraska

Sampling Event

Quarterly Quarterly Quarterly Annual

Event Date 1/12/2009 4/13/2009 7/21/2009 10/20/2009

X X X XX X X XX X X XX X X XX X X X

NA NA NA XNA NA NA XNA NA NA XNA NA NA XX X X XX X X XX X X XX X X XX X X XX X X XX X X XX X X XX X X XX X X XX X X XX X X XX X X XX X X XX X X X

NA X X XNA X X XNA X X XNA X X XNA X X XNA X X XNA X X XNA X X XNA X X XNA X X XNA X X XNA X X XNA X X XNA X X XX X X XX X X XX X X XX X X X

Notes:

DPT designated wells were installed as part of a treatability study in October 2009.

AA and BB designated wells were installed when monitoring well network was expanded in March/April 2009

A = Shallow screened interval

B = Deep screened interval

NA = Not ApplicableQA/QC - Quality Assurance/Quality ControlGET - Groundwater Extraction and Treatment

MW-107BBMW-108BB

Preservative BlankPreservative Blank - Low Level

Trip BlankTrip Blank - Low level

MW-105BBMW-106BBMW-106CCMW-107AA

MW-103AAMW-103BBMW-103CCMW-104AAMW-104BB

MW-102BB

MW-10BMW-11AMW-11BMW-12AMW-13A

MW-9AMW-10A

ERT-15 ERT-16

MW-101AAMW-102AA

DPT-1ADPT-2ADPT-2BDPT-3A

Cleburn Street Well

ERT-14

MW-2AMW-2BMW-8AMW-8B

Sample Location

GE

T

Syst

emT

empo

rary

W

ells

Mon

itor

ing

Wel

l Net

wor

kQ

A/Q

C

GET System InfluentGET System Effluent

EW-1EW-2EW-3

Cleburn OUs 1&2 2009 Annual Report HydroGeoLogic, Inc. 3/8/2010

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Table 2.2Laboratory Analytical Results - January 2009

Cleburn Street Well Site - OUs 1&2Grand Island, Nebraska

PCE TCE BDCM Chloroform AcetoneGET System Influent 4196-8 640 J --* --* --* --*GET System Effluent 4196-112 1.3 -- -- -- --Extraction Well EW-1 4196-9 1,900 --* --* --* --*Extraction Well EW-2 4196-10 510 --* --* --* --*Extraction Well EW-3 4196-11 31 -- -- -- --Cleburn Street Well 4196-2 -- -- -- -- --Monitoring Well MW-2A 4196-4 57,000 --* --* --* --*Monitoring Well MW-2A (Dup.) 4196-4-FD 57,000 --* --* --* --*Monitoring Well MW-2B 4196-107 -- -- -- -- --Monitoring Well MW-2B (Dup.) 4196-107-FD -- -- -- -- --Monitoring Well MW-8A 4196-101 -- -- -- -- --Monitoring Well MW-8B 4196-102 -- -- -- -- --Monitoring Well MW-9A 4196-106 3.2 -- -- -- --Monitoring Well MW-10A 4196-109 -- -- -- -- --Monitoring Well MW-10B 4196-105 -- -- -- -- --Monitoring Well MW-11A 4196-104 -- -- 1.8 -- --Monitoring Well MW-11B 4196-103 -- -- -- -- --Monitoring Well MW-12A 4196-6 16 11 -- -- --Monitoring Well MW-13A 4196-7 -- -- -- -- --Monitoring Well ERT-14 4196-110 2.3 -- -- -- 31 JMonitoring Well ERT-15 4196-111 -- -- -- -- 32 JMonitoring Well ERT-16 4196-3 4,100 --* --* --* --*Preservative Blank 4196-12-FB -- -- -- -- --Preservative Blank - Low Level 4196-120-FB -- -- -- 2.4 --Trip Blank 4196-13-FB -- -- -- -- --Trip Blank - Low level 4196-121-FB -- -- -- -- --EPA Drinking Water MCL 5 5 NA NA 22,000Notes: Samples collected on January 12-13, 2009.* - The reporting limits for these analytes were raised approximately 10 times normal due to high levels of PCE.Concentration exceeds compounds MCL NA - No MCL establishedTCE = Trichloroethene PCE = TetrachloroetheneBDCM - Bromodichloromethane EPA = U.S. Environmental Protection AgencyJ - Value is Estimated MCL = Maximum contaminant levelµg/L = micrograms per liter -- = nondetect

Sample Location DescriptionSample

IdentificationVolatile Organic Compounds (µg/L)

Cleburn OUs 1&2 2009 Annual Report HydroGeoLogic, Inc. 3/8/2010

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Table 2.3Field Data - January 2009

Cleburn Street Well Site OUs 1&2Grand Island, Nebraska

GET System Influent 4196-8 1/13/2009 1100 15.00 652 6.87GET System Effluent 4196-112 1/13/2009 1040 14.70 662 7.67Extraction Well EW-1 4196-9 1/13/2009 1120 15.10 671 6.79Extraction Well EW-2 4196-10 1/13/2009 1130 15.00 656 6.78Extraction Well EW-3 4196-11 1/13/2009 1140 15.10 643 6.79Cleburn Street Well 4196-2 1/12/2009 1430 -- -- --Monitoring Well MW-2A 4196-4 1/12/2009 1630 -- -- --Monitoring Well MW-2A (Dup.) 4196-4-FD 1/12/2009 1630 -- -- --Monitoring Well MW-2B 4196-107 1/12/2009 1540 -- -- --Monitoring Well MW-2B (Dup.) 4196-107-FD 1/12/2009 1540 -- -- --Monitoring Well MW-8A 4196-101 1/12/2009 1300 -- -- --Monitoring Well MW-8B 4196-102 1/12/2009 1315 -- -- --Monitoring Well MW-9A 4196-106 1/12/2009 1525 -- -- --Monitoring Well MW-10A 4196-109 1/12/2009 1705 -- -- --Monitoring Well MW-10B 4196-105 1/12/2009 1455 -- -- --Monitoring Well MW-11A 4196-104 1/12/2009 1350 -- -- --Monitoring Well MW-11B 4196-103 1/12/2009 1340 -- -- --Monitoring Well MW-12A 4196-6 1/12/2009 1650 -- -- --Monitoring Well MW-13A 4196-7 1/12/2009 1725 -- -- --Monitoring Well ERT-14 4196-110 1/12/2009 1815 -- -- --Monitoring Well ERT-15 4196-111 1/12/2009 1830 -- -- --Monitoring Well ERT-16 4196-3 1/12/2009 1615 -- -- --Preservative Blank 4196-12-FB 1/12/2009 1055 NA NA NAPreservative Blank - Low Level 4196-120-FB 1/12/2009 1115 NA NA NATrip Blank 4196-13-FB 1/7/2009 1500 NA NA NATrip Blank - Low level 4196-121-FB 1/7/2009 1500 NA NA NANotes: Samples collected on January 12-13, 2009.°C = degrees CelsiusµS/cm = microSeimens per centimeter-- = Parameter was not measured due to use of PDB samplersNA - Not Applicable

Final Temperature (°C)

Final Conductivity (µS/cm)

Final pH (Std. Units)Sample Location Description

Sample Identification Date Time

Cleburn OUs 1&2 2009 Annual Report HydroGeoLogic, Inc. 3/8/2010

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Table 2.4Laboratory Analytical Results - April 2009

Cleburn Street Well Site - OUs 1&2Grand Island, Nebraska

PCE TCE 1,1-DCE 1,1,1-TCA Carbon Tetrachloride 1,2-DCB Toluene Acetone BDCM1 Chloroform1

GET System Influent 4336-5 470 -- -- -- -- -- -- -- -- --GET System Effluent 4336-123 1.1 -- -- -- -- -- -- -- -- --

EW-1 4336-2 940 -- -- -- -- -- -- -- -- --EW-1 (Dup.) 4336-2-FD 680 -- -- -- -- -- -- -- -- --

EW-2 4336-3 220 -- -- -- -- -- -- -- -- --EW-3 4336-4 33 J -- -- -- -- -- -- -- -- --

Cleburn Street Well 4336-114 -- -- -- -- -- -- -- -- -- --MW-2A 4336-126 110,000 100 9.8 55 1.4 4.7 4.1 -- -- --MW-2B 4336-127 6.3 -- -- -- -- -- -- -- -- --MW-8A 4336-120 -- -- -- -- -- -- -- -- -- --

MW-8A (Dup.) 4336-120-FD -- -- -- -- -- -- -- -- -- --MW-8B 4336-119 -- -- -- -- -- -- -- -- -- --MW-9A 4336-116 2.7 -- -- -- -- -- -- -- -- --MW-10A 4336-111 -- -- -- -- -- -- -- -- -- --MW-10B 4336-110 -- -- -- -- -- -- -- -- -- --MW-11A 4336-103 -- -- -- -- -- -- -- -- 1.9 --

MW-11A (Dup.) 4336-103-FD -- -- -- -- -- -- -- -- 1.9 --MW-11B 4336-104 -- -- -- -- -- -- -- -- -- --MW-12A 4336-9 37* --* --* --* --* --* --* --* --* --*MW-13A 4336-125 -- -- -- -- -- -- -- -- -- -- ERT-14 4336-121 35 -- -- -- -- -- -- 29 -- -- ERT-15 4336-122 25 -- -- -- -- -- -- 30 -- -- ERT-16 4336-8 2,200 -- -- -- -- -- -- 28 -- --

MW-101AA 4336-115 -- -- -- -- -- -- -- -- -- 1.2MW-102AA 4336-6 10 -- -- -- -- -- -- -- -- --MW-102BB 4336-7 -- -- -- -- -- -- -- -- -- --MW-103AA 4336-109 -- -- -- -- -- -- -- -- -- --MW-103BB 4336-108 5.8 -- -- -- -- -- -- -- -- --MW-103CC 4336-107 -- -- -- -- -- -- -- -- -- --MW-104AA 4336-113 11 -- -- -- -- -- -- -- -- 1.1MW-104BB 4336-112 -- -- -- -- -- -- -- -- -- --

MW-104BB (Dup.) 4336-112-FD -- -- -- -- -- -- -- -- -- --MW-105BB 4336-124 1.8 -- -- -- -- -- -- -- -- --MW-106BB 4336-117 2.7 -- -- -- -- -- -- -- -- --MW-106CC 4336-118 -- -- -- -- -- -- -- -- -- --MW-107AA 4336-106 4.1 -- -- -- -- -- -- -- -- 6.4MW-107BB 4336-105 18 -- -- -- -- -- -- -- -- --MW-108BB 4336-102 2.9 -- -- -- -- -- -- -- -- --

Preservative Blank 4336-1-FB -- -- -- -- -- -- -- -- -- --Preservative Blank - Low Level 4336-133-FB -- -- -- -- -- -- -- -- -- --

Trip Blank 4336-13-FB -- -- -- -- -- -- -- -- -- --Trip Blank - Low level 4336-101-FB -- -- -- -- -- -- -- -- -- --

EPA Drinking Water MCL 5 5 7 200 5 600 1,000 NA 80 80Notes: Samples collected on April 13-16, 2009.1 - Chloroform and bromodichloromethane are two compounds of the total trihalomethane (TTHM) group. The MCL for TTHM is 80 ug/L. TTHM includes bromodichloromethane, bromoform, chloroform and dibromochloromethane.

* - This concentration was detected originally but was changed to a non-detect due to elevated reporting limits. The original detection concentration has been reported. All other VOC analytes had elevated reporting limits due to high PCE.

Concentration exceeds compounds MCL BDCM = Bromodichloromethane J = Value is Estimated MCL = Maximum contaminant level

µg/L = micrograms per liter 1,2-DCB = 1,2-Dichlorobenzene -- = nondetect

PCE = Tetrachloroethene 1,1-DCE = 1,1,-Dichloroethene NA = No MCL established

TCE = Trichloroethene 1,1,1-TCA = 1,1,1-Trichloroethane EPA = U.S. Environmental Protection Agency

Sample Location DescriptionSample

IdentificationVolatile Organic Compounds (µg/L)

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Table 2.5Field Data - April 2009

Cleburn Street Well Site OUs 1&2Grand Island, Nebraska

GET System Influent 4336-5 4/15/2009 2030 14.98 662 6.45GET System Effluent 4336-123 4/15/2009 2010 15.86 693 7.71

EW-1 4336-2 4/15/2009 2015 15.25 682 6.71 EW-1 (Dup.) 4336-2-FD 4/15/2009 2015 15.25 682 6.71

EW-2 4336-3 4/15/2009 2020 15.13 665 6.51 EW-3 4336-4 4/15/2009 2025 14.89 648 6.57

Cleburn Street Well 4336-114 4/15/2009 1130 15.58 560 6.82 MW-2A 4336-126 4/16/2009 1435 14.64 2,000 6.49 MW-2B 4336-127 4/16/2009 1900 14.62 482 6.52 MW-8A 4336-120 4/15/2009 1930 14.21 1,270 6.32

MW-8A (Dup.) 4336-120-FD 4/15/2009 1930 14.21 1,270 6.32 MW-8B 4336-119 4/15/2009 1815 14.77 459 6.70 MW-9A 4336-116 4/15/2009 1430 15.16 562 6.44 MW-10A 4336-111 4/15/2009 0905 13.49 504 6.58 MW-10B 4336-110 4/14/2009 1935 14.48 486 7.37 MW-11A 4336-103 4/14/2009 1055 14.53 782 7.02

MW-11A (Dup.) 4336-103-FD 4/14/2009 1055 14.53 782 7.02 MW-11B 4336-104 4/14/2009 1240 14.85 330 7.63 MW-12A 4336-9 4/16/2009 2005 14.01 1,007 6.12 MW-13A 4336-125 4/16/2009 1235 14.08 538 6.83 ERT-14 4336-121 4/15/2009 2000 -- -- -- ERT-15 4336-122 4/15/2009 2005 -- -- -- ERT-16 4336-8 4/16/2009 1645 -- -- --

MW-101AA 4336-115 4/15/2009 1245 14.62 828 6.57MW-102AA 4336-6 4/16/2009 1605 15.64 870 6.41MW-102BB 4336-7 4/16/2009 1745 15.34 683 6.26MW-103AA 4336-109 4/14/2009 1840 15.14 5.93 7.34MW-103BB 4336-108 4/14/2009 1740 15.5 833 7.26MW-103CC 4336-107 4/14/2009 1630 16.92 481 7.40MW-104AA 4336-113 4/15/2009 1135 14.93 1,670 6.49MW-104BB 4336-112 4/15/2009 1030 14.79 718 6.53

MW-104BB (Dup.) 4336-112-FD 4/15/2009 1030 14.79 718 6.53MW-105BB 4336-124 4/16/2009 1055 15.80 737 6.3MW-106BB 4336-117 4/15/2009 1550 15.68 765 6.45MW-106CC 4336-118 4/15/2019 1730 15.91 458 6.81MW-107AA 4336-106 4/14/2009 1520 17.44 2,060 7.22MW-107BB 4336-105 4/14/2009 1425 16.00 767 7.02MW-108BB 4336-102 4/14/2009 1000 15.02 786 6.69

Preservative Blank 4336-1-FB 4/13/2009 1340 NA NA NAPreservative Blank - Low Level 4336-133-FB 4/9/2009 0622 NA NA NA

Trip Blank 4336-13-FB 4/9/2009 1620 NA NA NATrip Blank - Low level 4336-101-FB 4/13/2009 1400 NA NA NA

Notes: Samples collected on April 13-16, 2009. µS/cm = microSeimens per centimeter NA - Not Applicable

°C = degrees Celsius -- = Parameter was not measured due to use of PDB samplers

Final Temperature (°C)

Final Conductivity (µS/cm)

Final pH (Std. Units)

Sample Location DescriptionSample

IdentificationDate Time

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Table 2.6Laboratory Analytical Results - July 2009

Cleburn Street Well Site - OUs 1&2Grand Island, Nebraska

PCE TCEcis-1,2-DCE

Naphthalene BDCM1 Bromoform1 Chloroform1 DBCM1 MEK (2-Butanone)

Ethyl Benzene

Toluene Xylenes CyclohexaneMethylcyclo-

hexaneIsopropylbenzene

GET System Influent 4459-107 450 -- -- -- -- -- -- -- -- -- -- -- -- -- --GET System Effluent 4459-39 3.6 -- -- -- -- -- -- -- -- -- -- -- -- -- --

EW-1 4459-104 1,200 -- -- -- -- -- -- -- -- -- -- -- -- -- --EW-2 4459-105 290 -- -- -- -- -- -- -- -- -- -- -- -- -- --EW-3 4459-106 21 -- -- -- -- -- -- -- -- -- -- -- -- -- --

Cleburn Street Well 4459-25 -- -- -- -- -- -- -- -- -- -- -- -- -- -- --MW-2A 4459-103 74,000 -- -- -- -- -- -- -- -- -- -- -- -- -- --MW-2B 4459-37 -- -- -- -- -- -- -- -- -- -- -- -- -- -- --MW-8A 4459-7 -- -- -- -- -- -- -- -- -- -- -- -- -- -- --MW-8B 4459-8 -- -- -- -- -- -- -- -- -- -- -- -- -- -- --MW-9A 4459-5 2.3 -- -- -- -- -- -- -- -- -- -- -- -- -- --MW-10A 4459-35 -- -- -- -- -- -- -- -- -- -- -- -- -- -- --MW-10B 4459-34 -- -- -- -- -- -- -- -- -- -- -- -- -- -- --MW-11A 4459-22 -- -- -- -- 1.2 -- -- -- -- -- -- -- -- -- --

MW-11A (Dup.) 4459-22-FD -- -- -- -- 1.2 -- -- -- -- -- -- -- -- -- --MW-11B 4459-21 -- -- -- -- -- -- -- -- -- -- -- -- -- -- --MW-12A 4459-102 62 140 12 30 J -- -- -- -- -- 50 20 151 11 7.3 13

MW-12A (Dup.) 4459-102-FD 64 150 13 28 J -- -- -- -- -- 51 20 152 12 7.7 13MW-13A 4459-36 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ERT-14 4459-18 22 -- -- -- -- -- -- -- -- -- -- -- -- -- -- ERT-15 4459-38 1.2 -- -- -- -- -- -- -- -- -- -- -- -- -- -- ERT-16 4459-101 3,600 -- -- -- -- -- -- -- -- -- -- -- -- -- --

MW-101AA 4459-28 -- -- -- -- -- -- -- -- -- -- -- -- -- -- --MW-102AA 4459-1 --* --* --* --* --* --* --* --* --* --* --* --* --* --* --*MW-102BB 4459-2 -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

MW-102BB (Dup.) 4459-2-FD -- -- -- -- -- -- -- -- -- -- -- -- -- -- --MW-103AA 4459-31 -- -- -- -- 1.8 3.2 J 1.6 3.8 J -- -- -- -- -- -- --

MW-103AA (Dup.) 4459-31-FD -- -- -- -- 1.7 3.2 J 1.5 3.6 J -- -- -- -- -- -- --MW-103BB 4459-30 3.8 -- -- -- -- -- -- -- -- -- -- -- -- -- --MW-103CC 4459-29 -- -- -- -- -- -- -- -- -- -- -- -- -- -- --MW-104AA 4459-33 21 -- -- -- -- -- -- -- -- -- -- -- -- -- --MW-104BB 4459-32 -- -- -- -- -- -- -- -- -- -- -- -- -- -- --MW-105BB 4459-6 2.7 -- -- -- -- -- -- -- -- -- -- -- -- -- --MW-106BB 4459-4 1.9 -- -- -- -- -- -- -- -- -- -- -- -- -- --MW-106CC 4459-3 -- -- -- -- -- -- -- -- -- -- -- -- -- -- --MW-107AA 4459-26 5.6 -- -- -- -- -- 2.8 -- -- -- -- -- -- -- --MW-107BB 4459-27 15 -- -- -- -- -- -- -- -- -- -- -- -- -- --MW-108BB 4459-24 3.1 -- -- -- -- -- -- -- -- -- -- -- -- -- --

Preservative Blank 4459-20-FB -- -- -- -- -- -- -- -- 54 4.5 96 18 -- -- --Preservative Blank - Low Level 4459-112-FB -- -- -- -- -- -- -- -- 71 21 110 75 -- -- --

Trip Blank 4459-41-FB -- -- -- -- -- -- -- -- -- -- -- -- -- -- --Trip Blank - Low level 4459-113-FB -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

EPA Drinking Water MCL 5 5 70 NA 80 80 80 80 NA 70 1,000 1,000 NA NA NANotes: Samples collected on July 21-25, 2009.1 - These compound are part ofthe total trihalomethane (TTHM) group. The MCL for TTHM is 80 ug/L. TTHM includes bromodichloromethane, bromoform, chloroform and dibromochloromethane.

* - The reporting limits for these analytes were raised due to high levels of permanganate in the sample requiring dilution to avoid damaging equipment columns.

Concentration exceeds compound's MCL BDCM = Bromodichloromethane MEK - Methyl Ethyl Ketone MCL = Maximum contaminant level

µg/L = micrograms per liter DBCM = Dibromochloromethane -- = nondetect

PCE = Tetrachloroethene cis-1,2-DCE = cis-1,2-Dichloroethene NA = No MCL established

TCE = Trichloroethene J = Value is Estimated EPA = U.S. Environmental Protection Agency

Sample Location DescriptionSample

Identification

Volatile Organic Compounds (µg/L)

Cleburn OUs 1&2 2009 Annual Report HydroGeoLogic, Inc. 3/8/2010

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Table 2.7Field Data - July 2009

Cleburn Street Well Site OUs 1&2Grand Island, Nebraska

GET System Influent 4459-107 7/25/2009 1755 17.09 623 6.48GET System Effluent 4459-39 7/25/2009 1710 17.95 631 6.74

EW-1 4459-104 7/25/2009 1735 17.13 610 6.49EW-2 4459-105 7/25/2009 1745 17.08 614 6.53EW-3 4459-106 7/25/2009 1750 17.12 622 6.52

Cleburn Street Well 4459-25 7/23/2009 1305 18.43 513 6.69MW-2A 4459-103 7/25/2009 1525 20.59 2,130 6.71MW-2B 4459-37 7/25/2009 1300 19.08 403 6.67MW-8A 4459-7 7/22/2009 0840 16.70 1,100 6.56MW-8B 4459-8 7/22/2009 0955 17.75 395 6.91MW-9A 4459-5 7/21/2009 1645 19.43 453 7.31MW-10A 4459-35 7/25/2009 0955 17.89 596 6.71MW-10B 4459-34 7/25/2009 0840 17.10 469 6.54MW-11A 4459-22 7/23/2009 1240 19.55 707 6.74

MW-11A (Dup.) 4459-22-FD 7/23/2009 1240 19.55 707 6.74MW-11B 4459-21 7/23/2009 1110 18.65 326 7.18MW-12A 4459-102 7/25/2009 1510 17.84 684 6.72

MW-12A (Dup.) 4459-102-FD 7/25/2009 1510 17.84 684 6.72MW-13A 4459-36 7/25/2009 1100 18.04 622 6.62 ERT-14 4459-18 7/25/2009 1815 17.91 1,370 6.30 ERT-15 4459-38 7/25/2009 1705 17.89 996 6.32 ERT-16 4459-101 7/24/2009 1115 19.83 1,230 6.76

MW-101AA 4459-28 7/23/2009 1740 19.45 657 6.45MW-102AA 4459-1 7/21/2009 0945 18.24 1,140 7.11MW-102BB 4459-2 7/21/2009 1055 18.96 554 6.86

MW-102BB (Dup.) 4459-2-FD 7/21/2009 1055 18.96 554 6.86MW-103AA 4459-31 7/24/2009 1530 21.40 874 6.63

MW-103AA (Dup.) 4459-31-FD 7/24/2009 1530 21.40 874 6.63MW-103BB 4459-30 7/24/2009 1435 21.12 884 6.51MW-103CC 4459-29 7/24/2009 1335 25.23 457 6.65MW-104AA 4459-33 7/24/2009 1820 20.50 1,730 6.58MW-104BB 4459-32 7/24/2009 1720 20.98 633 6.46MW-105BB 4459-6 7/21/2009 1855 19.13 643 7.55MW-106BB 4459-4 7/21/2009 1525 18.67 645 7.08MW-106CC 4459-3 7/21/2009 1420 20.71 390 7.22MW-107AA 4459-26 7/23/2009 1515 19.93 2,010 6.74MW-107BB 4459-27 7/23/2009 1605 20.63 696 6.39MW-108BB 4459-24 7/23/2009 1355 20.57 740 6.54

Preservative Blank 4459-112-FB 7/20/2009 0735 NA NA NAPreservative Blank - Low Level 4459-20-FB 7/20/2009 1730 NA NA NA

Trip Blank 4459-113-FB 7/15/2009 1500 NA NA NATrip Blank - Low level 4459-41-FB 7/16/2009 1500 NA NA NA

Notes: Samples collected on July 21-25, 2009. µS/cm = microSeimens per centimeter

°C = degrees Celsius NA - Not Applicable

Final Temperature (°C)

Final Conductivity (µS/cm)

Final pH (Std. Units)

Sample Location DescriptionSample

IdentificationDate Time

Cleburn OUs 1&2 2009 Annual Report HydroGeoLogic, Inc. 3/8/2010

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Table 2.8Laboratory Analytical Results - October 2009

Cleburn Street Well Site - OUs 1&2Grand Island, Nebraska

PCE TCE cis-1,2-DCE BDCM1 Bromoform1 Chloroform1 DBCM1 Acetone Cyclohexane Ethyl Benzene Isopropyl Benzene Total XylenesGET System Influent 4665-5 350 -- -- -- -- -- -- -- -- -- -- --GET System Effluent 4665-124 2.4 -- -- -- -- -- -- 20 -- -- -- --Extraction Well EW-1 4665-1 880 -- -- -- -- -- -- -- -- -- -- --Extraction Well EW-2 4665-2 220 -- -- -- -- -- -- -- -- -- -- --

Extraction Well EW-2 (Dup.) 4665-2-FD 190 -- -- -- -- -- -- -- -- -- -- --Extraction Well EW-3 4665-4 15 -- -- -- -- -- -- -- -- -- -- --Cleburn Street Well 4665-108 -- -- -- -- -- -- -- -- -- -- -- --

Monitoring Well MW-2A 4665-15 50,000* --* --* --* --* --* --* --* --* --* --* --*Monitoring Well MW-2B 4665-127 0.93 -- -- -- -- -- -- -- -- -- -- --Monitoring Well MW-8A 4665-106 -- -- -- -- -- -- -- -- -- -- -- --Monitoring Well MW-8B 4665-107 -- -- -- -- -- -- -- -- -- -- -- --Monitoring Well MW-9A 4665-111 2.2 -- -- -- -- -- -- -- -- -- -- --Monitoring Well MW-10A 4665-118 -- -- -- -- -- -- -- -- -- -- -- --Monitoring Well MW-10B 4665-117 -- -- -- -- -- -- -- -- -- -- -- --Monitoring Well MW-11A 4665-103 -- -- -- 1.2 -- 0.66 -- -- -- -- -- --Monitoring Well MW-11B 4665-102 -- -- -- -- -- -- -- -- -- -- -- --Monitoring Well MW-12A 4665-14 15 15 12.0 -- -- -- -- -- 6.6 30 7.9 94Monitoring Well MW-13A 4665-128 0.79 -- -- -- -- -- -- -- -- -- -- --Monitoring Well ERT-14 4665-126 8.8 -- -- -- -- -- -- -- -- -- -- --Monitoring Well ERT-15 4665-125 0.75 -- -- -- -- -- -- -- -- -- -- --Monitoring Well ERT-16 4665-13 6,300* --* --* --* --* --* --* --* --* --* --* --*

Monitoring Well MW-101AA 4665-123 -- -- -- -- -- -- -- -- -- -- -- --Monitoring Well MW-102AA 4665-6 -- -- -- -- -- -- -- 25 -- -- -- --Monitoring Well MW-102BB 4665-7 -- -- -- -- -- -- -- -- -- -- -- --

Monitoring Well MW-102BB (Dup.) 4665-7-FD -- -- -- -- -- -- -- -- -- -- -- --Monitoring Well MW-103AA 4665-122 0.51 -- -- 2.3 5.3 1.4 5.7 -- -- -- -- --Monitoring Well MW-103BB 4665-121 3.4 -- -- -- -- -- -- -- -- -- -- --Monitoring Well MW-103CC 4665-119 -- -- -- -- -- -- -- -- -- -- -- --Monitoring Well MW-103CC 4665-119-FD -- -- -- -- -- -- -- -- -- -- -- --Monitoring Well MW-104AA 4665-116 12 -- -- -- -- -- -- -- -- -- -- --Monitoring Well MW-104BB 4665-115 -- -- -- -- -- -- -- -- -- -- -- --Monitoring Well MW-105BB 4665-104 1.8 -- -- -- -- -- -- -- -- -- -- --

Monitoring Well MW-105BB (Dup.) 4665-104-FD 1.8 -- -- -- -- -- -- -- -- -- -- --Monitoring Well MW-106BB 4665-110 2.6 -- -- -- -- -- -- -- -- -- -- --Monitoring Well MW-106CC 4665-109 -- -- -- -- -- -- -- -- -- -- -- --Monitoring Well MW-107AA 4665-112 3.8 -- -- -- -- 1.00 -- -- -- -- -- --

Monitoring Well MW-107AA (Dup.) 4665-112-FD 3.5 -- -- -- -- 1.00 -- -- -- -- -- --Monitoring Well MW-107BB 4665-114 16 -- -- -- -- -- -- -- -- -- -- --

Sample Location DescriptionSample

IdentificationVolatile Organic Compounds (µg/L)

Cleburn OUs 1&2 2009 Annual Report HydroGeoLogic, Inc. 3/8/2010

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Table 2.8Laboratory Analytical Results - October 2009

Cleburn Street Well Site - OUs 1&2Grand Island, Nebraska

PCE TCE cis-1,2-DCE BDCM1 Bromoform1 Chloroform1 DBCM1 Acetone Cyclohexane Ethyl Benzene Isopropyl Benzene Total XylenesMonitoring Well MW-108BB 4665-101 3.1 -- -- -- -- -- -- -- -- -- -- --

Trip Blank 4665-17-FB -- -- -- -- -- -- -- -- -- -- -- --Trip Blank - Low level 4665-132-FB -- -- -- -- -- -- -- -- -- -- -- --

Preservative Blank 4665-16-FB -- -- -- -- -- -- -- -- -- -- -- --Preservative Blank - Low Level 4665-131-FB -- -- -- -- -- -- -- -- -- -- -- --

EPA Drinking Water MCL 5 5 70 80 80 80 80 1,000 -- 700 -- 10,000Notes:

Samples collected on October 20-23, 2009. 1 - These compound are part of the total trihalomethane (TTHM) group. The MCL for TTHM is 80 ug/L. TTHM includes bromodichloromethane, bromoform, chloroform and dibromochloromethane.

* - The reporting limits of this sample were elevated due to the high level of PCE.

Concentration exceeds compound's MCL

µg/L = micrograms per liter

PCE = Tetrachloroethene

TCE = Trichloroethene

DBCM - Dibromochloromethane

BDCM - Bromodichloromethane

cis-1,2-DCE - cis-1,2-Dichloroethene

MCL = Maximum contaminant level

-- = nondetect

EPA = U.S. Environmental Protection Agency

Sample Location DescriptionSample

IdentificationVolatile Organic Compounds (µg/L)

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Table 2.9Field Data - October 2009

Cleburn Street Well SiteGrand Island, Nebraska

GET System Influent 4665-5 10/22/2009 1615 14.26 726 6.85GET System Effluent 4665-124 10/21/2009 1915 13.42 728 9.10

DPT-1A 4665-11 10/23/2009 1215 15.41 1,160 7.07DPT-2A 4665-9 10/23/2009 1045 14.33 1,280 7.03DPT-2B 4665-12 10/23/2009 1250 14.66 808 6.87DPT-3A 4665-10 10/23/2009 1125 14.72 1410 7.00EW-1 4665-1 10/22/2009 1600 14.14 732 6.84EW-2 4665-2 10/22/2009 1605 13.96 714 6.84

EW-2 (Dup.) 4665-2 10/22/2009 1605 13.96 714 6.84EW-3 4665-4 10/22/2009 1610 14.24 756 6.82

Cleburn Street Well 4665-108 10/20/2009 1128 14.77 395 6.30MW-2A 4665-15 10/23/2009 1935 14.05 1,890 7.12MW-2B 4665-127 10/23/2009 1640 13.58 500 7.18MW-8A 4665-106 10/20/2009 1000 14.77 1,380 5.91MW-8B 4665-107 10/20/2009 1100 14.24 493 6.09MW-9A 4665-111 10/20/2009 1705 15.85 7,630 5.21MW-10A 4665-118 10/21/2009 1350 13.46 736 5.71MW-10B 4665-117 10/21/2009 1200 13.67 813 4.77MW-11A 4665-103 10/19/2009 1905 16.86 734 5.38MW-11B 4665-102 10/19/2009 1825 15.64 319 5.95MW-12A 4665-14 10/23/2009 1855 14.33 839 7.33MW-13A 4665-128 10/23/2009 1730 14.89 828 7.25 ERT-14 4665-126 10/22/2009 1810 15.34 1,460 6.66 ERT-15 4665-125 10/22/2009 1715 15.17 1,300 6.68 ERT-16 4665-13 10/23/2009 1400 13.51 1,610 7.28

MW-101AA 4665-123 10/21/2009 1845 13.25 800 9.55MW-102AA 4665-6 10/23/2009 0910 12.07 868 6.83MW-102BB 4665-7 10/23/2009 0950 12.93 744 6.83

MW-102BB (Dup.) 4665-7-FD 10/23/2009 0950 12.93 744 6.83MW-103AA 4665-122 10/21/2009 1745 13.68 1,010 10.18MW-103BB 4665-121 10/21/2009 1640 13.2 907 8.12MW-103CC 4665-119 10/21/2009 1520 11.83 640 8.03

MW-103CC (Dup.) 4665-119-FD 10/21/2009 1520 11.83 640 8.03MW-104AA 4665-116 10/21/2009 1040 14.45 1,730 4.22MW-104BB 4665-115 10/21/2009 0935 14.14 954 4.46MW-105BB 4665-104 10/20/2009 0855 14.25 790 5.96

MW-105BB (Dup.) 4665-104-FD 10/20/2009 0855 14.25 790 5.96MW-106BB 4665-110 10/20/2009 1535 14.85 8,740 6.02MW-106CC 4665-109 10/20/2009 1445 14.52 8,600 5.76MW-107AA 4665-112 10/20/2009 1900 14.53 11,600 3.42

MW-107AA (Dup.) 4665-112-FD 10/20/2009 1900 14.53 11,600 3.42MW-107BB 4665-114 10/20/2009 2000 14.35 11,500 3.79MW-108BB 4665-101 10/19/2009 1655 16.35 707 5.27

Preservative Blank 4665-131 10/21/2009 1005 NA NA NAPreservative Blank - Low Level 4665-16-FB 10/22/2009 1430 NA NA NA

Trip Blank 4665-17-FB 10/22/2009 1400 NA NA NATrip Blank - Low level 4665-132-FB 10/19/2009 1845 NA NA NA

Notes: Samples collected on October 20-23, 2009. µS/cm = microSeimens per centimeter

°C = degrees Celsius NA - Not Applicable

Final pH (Std. Units)

Sample Location DescriptionSample

IdentificationDate Time

Final Temperature (°C)

Final Conductivity (µS/cm)

Cleburn OUs 1&2 2009 Annual Report Page 1 of 1 HydroGeoLogic, Inc. 3/8/2010

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FIGURES

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4th Street

Eddy Street

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5th Street

Remediation SystemBuilding

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ExistingBuilding

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acific

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Eddy StreetNorth Front Street W

MW-107BB

MW-107AA

MW-106BB

MW-106CC

MW-103AA

MW-103BBMW-103CC

MW-104BBMW-104AA

MW-102BB

MW-102AA

MW-101AA

MW-105BB

MW-108BB

MW-9A

MW-8B

MW-8A

MW-11B

MW-11A

MW-10B

MW-10A

MW-13A

MW-12A

ERT-14

MW-2B

MW-2A

ERT-15

ERT-16

Figure 2.1OU2 Monitoring Well

Location Map

³Filename: X:/EPA009/Cleburn/Annual_Report/Monitoring_Well_Loc.mxdProject: EP9019.11.42.04Revised: 03/03/10 RLSource: Grand Island Utilities Dept. (GIS Basemap) 2007

HGL—Annual Performance Report--Cleburn Street Well SiteGrand Island, Nebraska

0 50 100 15025

Feet

Existing 2" Monitoring Well

ERT Groundwater Well!O

!UP

Existing Building

Curb Line

Railroad Line

Shallow 2009 2" Monitoring Well(103-AA)

!A

Intermediate 2009 2" Monitoring Well(103-BB)

!A

Deep 2009 2" Monitoring Well (103-CC)!A

Page 34: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Legend

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FormerOne Hour Martinizing

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Remediation SystemBuilding

EW-3

EW-2

EW-1

SVE-1

SVE-2

SVE-3

SVE-4

SVE-8

Figure 2.2OU 1&2 Soil and Groundwater

Treatment Well Locations

³Filename: X:/EPA009/Cleburn/Annual ReportSoilGroundwater_Well_Loc.mxdProject: EP9019.11.42.04Revised: 03/08/10 CVSource: Jacobs Federal Operations Interim Remedial Action Report Cleburn Street Site Operable Units 1 & 2; 12/28/99

Soil Vapor Extraction Well

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Groundwater Extraction Line

Soil Vapor Extraction Line

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0 10 20 305

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U.S. EPA Region 7

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HGL—Annual Performance Report—Cleburn Street Well SiteGrand Island, Nebraska

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HGL—2009 Annual Performance Report, Cleburn Street Well Site OU2—Grand Island, NE

U.S. EPA Region 7 Cleburn OU2 2009 Annual Report 3-1 HydroGeoLogic, Inc. 3/8/2010

3.0 SYSTEM PERFORMANCE

3.1 FACILITY INSPECTIONS

Weekly facility inspections were conducted by HGL from January 2009 through December 2009. HGL conducted facility inspections as outlined in the Operation and Maintenance Plan (Sverdrup, 1997b). The weekly facility inspections included:

• Inspecting the treatment building and system for unauthorized entry or vandalism • Verifying that the air stripper unit is operating properly • Verifying that the effluent transfer pump is operating properly • Checking the pressure drop across the air stripping unit • Recording vacuum reading and differential pressure in the SVE influent lines • Measuring VOCs in the SVE extraction lines • Recording energy consumption • Recording process flow rates and pressures • Performing routine maintenance as necessary

Documentation of the system readings and activities performed during O&M visits were recorded by HGL field personnel on the Groundwater System Operation and Maintenance Forms and the SVE System Data Forms. The 2009 GET and SVE reports were summarized and submitted in each monthly and quarterly report to EPA and are provided in Appendix E.

3.2 FACILITY MAINTENANCE

General maintenance was performed on the GET and SVE systems by HGL in 2009 with no significant modifications. The GET system was turned off in December 2009 before ISCO injections in the source area commenced to minimize the risk of system damage from influx of potassium permanganate into the air stripper and the release of metals above the National Pollutant Discharge Elimination System (NPDES) permit levels. The notable O&M and optimization activities performed from January 2009 through December 2009 are listed below.

o January - EW-1 flow meter was replaced when it was found to be non-operational. An additional flow meter was also purchased at this time to serve as a backup in case of future failure.

o March/April - The system was turned off for pump and vent tests March 20-April 14 o July - The FM-1 flow meter was found to be non-operational and was replaced.

• October – Low levels of permanganate from ISCO injections were observed in the air stripper from ISCO injections downgradient from GET extraction wells

• December – The GET system was shut down to prevent high levels of permanganate into the system while conducting the pilot study. Initial cleaning of the air stripper trays was conducted by the O&M technician.

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HGL—2009 Annual Performance Report, Cleburn Street Well Site OU2—Grand Island, NE

U.S. EPA Region 7 Cleburn OU2 2009 Annual Report 3-2 HydroGeoLogic, Inc. 3/8/2010

3.3 FACILITY PERFORMANCE

3.3.1 GET System

The Cleburn Street Well Site GET system (OU2) operated with increased efficiency after several efforts were conducted to balance the influent and effluent flows. The system has stabilized at an approximate flow rate of 104 gallons per minute (gpm). The maximum design flow rate is approximately 110 gpm to 120 gpm. Approximately 48,323,140 gallons of treated groundwater were discharged to the storm sewer during the reporting period. The GET system has continued to achieve approximately 99 percent removal of the VOCs from the influent groundwater during the past year. Figure 3.1 shows the GET system influent and effluent PCE concentrations over time. The State of Nebraska requires that all new, modified, and reconstructed sources with the potential to emit 2.5 tons/year of any toxic air pollutant to be permitted and use Best Available Control Technology (BACT). Based on the GET system discharge rates and the influent/effluent concentrations, approximately 210 pounds of VOCs were removed from the groundwater and discharged by the air stripping unit during the 2009 reporting period. Based on these calculations, an air emissions permit is not required for the GET system. The air emission calculations are shown in Table 3.1.

3.3.2 SVE System

The SVE remediation system at the Cleburn Street Well Site consists of four extraction wells (SVE-1 through SVE-4) located along North Front Street on the east side of the former OHM building and one well (SVE-8) in the former OHM building(Figure 1.2). The four Front Street wells are spaced approximately 30 feet apart and are constructed of 4-inch polyvinyl chloride (PVC) casing. Well screens are 10 feet long and extend from approximately 8 feet to 18 feet below ground surface. The influent lines for the four Front Street wells are connected underground before the combined influent line enters the treatment building. The influent line from SVE-8 connects to the combined influent line within the treatment building. SVE-8 was added to the system in 2008 and is constructed of 2-inch PVC. In 2008, HGL recommended “pulsing” of the system once or twice a month for a 24- to 48-hour period, balancing the removal of contamination from the vadose zone with the utility costs of running the SVE system full time. The EPA approved this pulse procedure for operation of the SVE system and it continues to be operated in this manner. Air emission calculations for total VOC mass removed are displayed in Table 3.2. The total mass of VOCs removed during 2009 is approximately 119 pounds. VOC concentrations recorded with a PID during the O&M visits are listed in Table 3.3.

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HGL—2009 Annual Performance Report, Cleburn Street Well Site OU2—Grand Island, NE

U.S. EPA Region 7 Cleburn OU2 2009 Annual Report 3-3 HydroGeoLogic, Inc. 3/8/2010

3.4 CONTAMINANT TRENDS

3.4.1 GET System

VOC concentration trends are discussed below with respect to those contaminants that exceeded MCLs during the 2009 groundwater monitoring events:

• Cleburn Street Well - PCE concentrations remained nondetect from January 2009 to October 2009. Figure 3.2 depicts PCE concentrations in the Cleburn Street Well over time.

• MW-2A – PCE levels fluctuated in 2009 with levels ranging from 50,000 µg/L to 110,000 µg/L, though the levels are less than those reported the previous year. TCE and 1,1-DCE were detected in the April quarterly sample at 100 µg/L and 9.8 µg/L, respectively. It should be noted that the TCE detections in subsequent sampling events may have been masked due to elevated detection limits from the presence of high levels of PCE in the samples. Figures 3.3 and 3.4 show the PCE and TCE concentration trends in MW-2A, respectively.

• MW-12A – PCE levels fluctuated from 16 µg/L in January 2009 to 64 µg/L in July to 15 µg/L in October. TCE concentrations increased from 11 µg/L in January to 15 µg/L in October 2009. Figures 3.5 and 3.6 show the PCE and TCE concentrations in MW-12A over time, respectively.

• MW-13A - PCE concentrations increased slightly from nondetect in January to 0.79 µg/L in October 2009. PCE was not detected in this well during the April and July sampling events. Figure 3.7 shows the PCE concentrations in MW-13A over time.

• MW-2B – PCE concentrations increased from nondetect µg/L in January to 6.3 µg/L in April before decreasing to 0.93 µg/L October 2009. Figure 3.8 shows the PCE concentrations in MW-2B over time.

• ERT-14 – PCE concentrations fluctuated throughout 2009, with concentrations ranging from 2.3 µg/L in January to 35 µg/L in April. PCE was reported in this well in October 2009 at 8.8 µg/L, which still exceeds the MCL for PCE of 5 µg/L, but shows a decrease from previous detection concentrations. Figure 3.9 shows the PCE concentrations in ERT-14 over time.

• ERT-15 – PCE concentrations fluctuated from nondetect in January to 25 µg/L in April and then decreasing to 0.79 µg/L by October. Figure 3.10 shows the PCE concentrations in ERT-15 over time.

• ERT-16 – PCE concentrations fluctuated from 4,100 µg/L in January to 6,300 µg/L in October. This well is located in the source area for the OHM plume, which is the reason for the elevated levels of PCE. Figure 3.11 shows the PCE concentrations in ERT-16 over time.

• MW-102AA – This is a new well and sampling was initiated in April 2009. PCE concentrations decreased from 10 µg/L in April to nondetect in July and October. Figure 3.12 shows the PCE concentrations in MW-102AA over time.

• MW-103BB – This is a new well and sampling was initiated in April 2009. PCE concentrations decreased from 5.8 µg/L in April to 3.4 µg/L in October. Figure 3.13 shows the PCE concentrations in MW-103BB over time.

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HGL—2009 Annual Performance Report, Cleburn Street Well Site OU2—Grand Island, NE

U.S. EPA Region 7 Cleburn OU2 2009 Annual Report 3-4 HydroGeoLogic, Inc. 3/8/2010

• MW-104AA – This is a new well and sampling was initiated in April 2009. PCE concentrations fluctuated from 11 µg/L in April to 21 µg/L in July to 12 µg/L in October. Figure 3.14 shows the PCE concentrations in MW-104AA over time.

• MW-107AA – This is a new well and sampling was initiated in April 2009. PCE concentrations fluctuated from 4.1 µg/L in April to 5.6 µg/L in July to 3.8 µg/L in October. Figure 3.15 shows the PCE concentrations in MW-107AA over time.

• MW-107BB – This is a new well and sampling was initiated in April 2009. PCE concentrations fluctuated from 18 µg/L in April to 15 µg/L in July to 16 µg/L in October. Figure 3.16 shows the PCE concentrations in MW-107BB over time.

The fluctuations in PCE, TCE, and 1,1 DCE levels in groundwater may be due to gradual releases of PCE that are bound to the silt layer downgradient of the site. Figure 3.17 depicts the PCE isoconcentration contours at the Cleburn Street Well site monitoring network for the October 2009 (most recent) sampling event.

3.4.2 SVE System

The pulsed operation of the SVE system has shown to be an efficient method for removal of vapor-phase contamination in the subsurface at the site. The 24 to 48 hour period that the system is operated each month has proven to be sufficient in removing the majority of the initial concentrations from the combined influent lines as well as the separate SVE lines. Since the pulsing has been instituted, the influent VOC concentrations measured at SVE points and VMPs have decreased to 2.1 parts per million (ppm), or less by the end of each period.

3.5 GROUNDWATER FLOW

During the quarterly sampling events, HGL measured the depth to groundwater in the monitoring well network to determine the groundwater flow direction at the site. The depth to water was measured and recorded from the top of the well casing. Groundwater elevations were then calculated for those monitoring wells from surveyed top of elevations. A summary of the depth to water measurements, top of casing elevations, and calculated groundwater elevations are presented on Table 3.4 for October 2009. The water level was not recorded in the Cleburn Street Well as it is not accessible for direct water level measurements with an electronic water level indicator. Based on the measured groundwater elevations, the overall groundwater flow direction at the site is toward the east/northeast. The drawdown of the three extraction wells measured in nearby monitoring well MW-2A was observed to be approximately 1 foot during the April sampling event. Because the Grand Island aquifer has significant sand content, it has a high transmissivity and exhibits quick rebound during pumping. The groundwater elevation data and flow direction for the October 2009 monitoring event are shown on Figure 3.18.

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TABLES

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Table 3.1Mass of Contaminants Removed by Air Stripping Unit

November 2008 through October 2009

Quarter 1 (November 2008 to January 2009)

91 14,244,300 14.2443 0.64 0.0013 75.88

Quarter 2 (February 2009 to April 2009)

89 9,276,500 9.2765 0.47 0.0011 36.28

Quarter 3 (May 2009 to July 2009)

91 13,742,500 13.7425 0.45 0.0036 51.16

Quarter 4 (August 2009 to October 2009)

91 13,576,100 13.5761 0.35 0.0024 39.36

202.67

Quarter 1 91 14,244,300 14.2443 0.05 0.001 5.82Quarter 2 89 9,276,500 9.2765 0.005 0.001 0.31Quarter 3 91 13,742,500 13.7425 0.005 0.001 0.46Quarter 4 91 13,576,100 13.5761 0.005 0.0005 0.51

7.10209.77

Notes: MG = Million gallonsmg/L = milligrams per literlbs = PoundsNon-detected values were replaced with the detection limits for the compound to calculate a conservative estimate of the removal by the GET system.PCE -TetrachloroetheneTCE - Trichloroethene

Mass Removed (lbs)

Total PCE (lbs)

Effluent Concentration

(mg/L)

PCE

DateNumber of

DaysTotal Flow (Gallons)

Total Flow Per Period (MG)

Influent Concentration

(mg/L)

TCE

Mass Removed (lbs)

Influent Concentration

(mg/L)

Total Mass of Contaminants Removed from Air Stripping Unit (lbs)

Effluent Concentration

(mg/L)DateNumber of

DaysTotal Flow (Gallons)

Total Flow Per Period (MG)

Total TCE (lbs)

Cleburn OUs 1&2 2009 Annual Report Page 1 of 1 HydroGeoLogic, Inc. 3/8/2010

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Table 3.2Mass Contaminant Removal by the SVE System - 2009

Cleburn St. Well SiteGrand Island, NE

Month HoursFlow (scfm)

Average VOC Concentration

(ppm)1

VOC Removal (lb/hr)

VOC Removal (lb/Operation

al Period)

January 20.5 670 5.57 0.0969 1.99February 236.75 670 18.23 0.3148 74.53March 46 670 3.68 0.064 2.94April 46.5 670 2.83 0.0484 2.25May 47.5 670 4.80 0.083 3.94June 54.5 670 8.90 0.1539 8.39July 48 670 6.33 0.109 5.23

August 44.25 670 4.50 0.0778 3.44September 48 670 3.93 0.0675 3.24October 42.5 670 8.05 0.1401 5.95

November 47 670 8.40 0.1453 6.83December 0 670 0.00 0 0.00

118.74Notes:The SVE system was not run during December due to inclement weather.scfm - standard cubic feet per minuteVOC - volatile organic compoundppm - parts per millionlb/hr - pounds per hourlb/Operational Period - pounds per operational period

Total (lb)

Cleburn OUs 1&2 2009 Annual Report Page 1 of 1 HydroGeoLogic, Inc. 3/8/2010

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Table 3.3 - SVE VOC ConcentrationsCleburn St. Well Site

Grand Island, NE

SVE-1 SVE-2 SVE-3 SVE-4 SVE-8 SVE-9* SVE System Influent

1415 0.4 46.3 1.8 0.0 9.6 0.0 8.61500 0.9 48.2 0.0 0.0 9.7 0.0 8.1

1/29/2009 1045 0.0 0.0 0.0 0.0 0.0 0.0 0.01315 46.6 161.0 5.6 3.4 51.7 10.0 86.21455 14.1 93.0 4.7 4.4 28.2 11.7 26.3

2/22/2009 1545 10.0 30.8 0.0 NS 19.5 NS 3.82/23/2009 1135 0.4 3.0 1.3 NS 22.3 3.4 4.72/25/2009 1015 0.0 1.3 1.1 NS 11.1 NS 2.62/27/2009 1130 2.5 0.7 1.4 0.6 15.4 NS 1.93/2/2009 1100 0.4 2.1 0.2 0.1 14.5 0.1 2.1

1215 1.9 24.9 0.7 0.7 6.7 0.5 7.31410 1.1 19.9 0.6 0.6 8.7 1.7 4.7

3/19/2009 1110 1.2 1.8 0.3 0.5 4.1 0.2 2.13/20/2009 1015 0.1 1.2 0.0 0.0 2.7 0.0 0.6

1020 0.9 21.4 2.5 1.4 5.8 0.4 3.71130 0.6 17.2 0.8 1.3 6.5 1.1 4.6

4/16/2009 0900 0.2 1.0 0.5 0.2 3.7 NS 0.21115 3.0 50.4 2.4 2.0 11.8 3.2 6.81400 2.9 48.9 2.2 1.9 11.4 3.0 6.4

5/21/2009 1045 0.1 9.8 0.0 0.0 3.3 0.2 1.21130 3.6 54.4 3.2 3.0 18.3 8.7 12.81520 3.2 53.8 3.0 2.8 17.1 3.5 12.3

6/22/2009 1750 0.4 0.6 0.7 0.5 5.5 0.1 1.61045 0.8 33.8 2.3 2.3 9.7 3.2 9.31415 0.6 31.8 2.1 2.1 9.5 3.0 9.0

7/31/2009 1045 0.0 6.8 0.2 0.2 4.5 0.7 0.71415 3.9 53.6 3.2 3.2 12.2 3.8 6.41620 3.7 52.2 3.0 3.0 12.0 3.6 6.2

8/21/2009 1030 0.3 0.4 0.2 0.5 4.5 0.3 0.91040 3.4 49.8 2.9 3.0 9.7 3.4 5.71230 3.2 47.3 2.5 2.7 9.3 3.2 5.3

9/21/2009 1040 0.4 0.4 0.3 0.4 3.2 0.4 0.810/26/2009 1600 0.9 20.0 2.1 0.8 17.0 NS 14.810/28/2009 1026 0.0 0.6 1.3 0.0 3.8 0.6 1.3

1200 1.9 39.8 3.7 2.9 9.2 NS 8.61500 1.8 38.3 3.2 2.3 8.8 NS 8.2

11/30/2009 1100 0.0 3.6 0.0 0.0 0.3 NS 0.1Notes:The SVE system was not run during December 2009 due to inclement weather.* - SVE-9 is used as a vapor monitoring point solely.PID - Photoionization DetectorSVE - Soil Vapor Extractionppm-v - parts per million by volumeNS - Not sampled

11/27/2009

4/14/2009

5/19/2009

6/20/2009

7/29/2009

8/19/2009

9/19/2009

Date TimePID Readings (ppm-v)

3/18/2009

1/28/2009

2/20/2009

Cleburn OUs 1&2 2009 Annual Report Page 1 of 1 HydroGeoLogic, Inc. 3/8/2010

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Table 3.4Groundwater Measurements

Cleburn St. Well SiteGrand Island, NE

Date Installed

Well TypeScreen Interval

BGS

Total Depth From Well Diagrams

(BGS)

DTB Measured From TOC 4/13/2009

Total Depth (Calculated) 4/13/2009

(BGS)

Total Depth Diagram Vs. Total Depth Calculated

Top of Casing

Ground Surface

DTW Date Measured

DTW From TOC

Groundwater Elevation

Cleburn Street Unknown Unknown Unknown Unknown Unknown Unknown Unknown 1865.57 Unknown NA Unknown UnknownMW-2A 5/13/1992 2" SS 16.4-31.6 32.0 27.51 28.19 3.82 1866.07 1866.74 10/19/2009 21.22 1844.85MW-2B 6/1/1992 2" SS 78.9-89.3 89.5 87.46 87.98 1.52 1866.25 1866.77 10/19/2009 20.54 1845.71MW-8A 6/24/1993 2" SS 14.5-29.5 30.0 28.41 28.95 1.05 1865.77 1866.31 10/20/2009 20.25 1845.52MW-8B 6/23/1993 2" SS 75.5-85.5 87.0 84.70 85.02 1.98 1866.05 1866.37 10/20/2009 20.49 1845.56MW-9A 6/25/1993 2" SS 12.5-27.5 28.0 27.07 27.56 0.44 1865.70 1866.19 10/19/2009 20.20 1845.50MW-10A 6/27/1993 2" SS 15.5-30.5 31.0 28.63 28.92 2.08 1865.88 1866.17 10/19/2009 20.35 1845.53MW-10B 6/28/1993 2" SS 74.5-84.5 85.0 88.75 89.23 4.23 1865.64 1866.12 10/19/2009 20.05 1845.59MW-11A 6/25/1993 2" SS 14.5-29.5 30.0 28.62 29.08 0.92 1865.23 1865.69 10/19/2009 20.22 1845.01MW-11B 6/26/1993 2" SS 87.5-97.5 98.0 96.03 96.61 1.39 1865.02 1865.60 10/19/2009 20.12 1844.90MW-12A 3/2/1994 2" PVC 17.0-32.0 32.0 34.63 34.89 2.89 1866.16 1866.42 10/19/2009 20.86 1845.30MW-13A 3/2/1994 2" PVC 17.0-32.0 32.0 35.35 35.68 3.68 1866.79 1867.12 10/19/2009 21.33 1845.46ERT-14 7/3/2007 1.5" PVC 19.0-29.0 29.30 Unknown Unknown Unknown 1867.63 1867.89 10/19/2009 22.13 1845.50ERT-15 7/3/2007 1.5" PVC 18.45-28.45 28.65 Unknown Unknown Unknown 1867.68 1867.93 10/19/2009 22.57 1845.11ERT-16 7/3/2007 1.5" PVC 18.7-28.7 29.00 Unknown Unknown Unknown 1867.62 1867.87 10/19/2009 22.29 1845.33EW-1 1993 8" PVC 13-57 57.00 Unknown Unknown Unknown 1864.97 1866.82 10/19/2009 21.93 1843.04EW-2 1998 8" SS 24-49 49.00 Unknown Unknown Unknown 1865.19 1867.05 10/19/2009 28.90 1836.29EW-3 1998 8" SS 24-49 49.00 Unknown Unknown Unknown 1864.75 1866.60 10/19/2009 21.65 1843.10

MW-101AA 2/13/2009 2" PVC 24.42-34.42 34.77 34.51 34.82 0.05 1866.87 1867.18 10/19/2009 20.84 1846.03MW-102AA 2/15/2009 2" PVC 24.90-34.90 35.25 34.86 35.24 0.01 1865.82 1866.20 10/19/2009 20.40 1845.42MW-102BB 2/15/2009 2" PVC 39.87-49.87 50.22 49.74 50.14 0.09 1865.82 1866.22 10/19/2009 20.35 1845.47MW-103AA 2/15/2009 2" PVC 25.24-35.24 35.59 35.24 35.56 0.03 1866.49 1866.81 10/19/2009 20.39 1846.10MW-103BB 2/12/2009 2" PVC 39.67-49.67 50.02 49.58 50.03 0.01 1866.36 1866.81 10/19/2009 20.42 1845.94MW-103CC 2/10/2009 2" PVC 78.95-88.95 89.30 88.99 89.32 0.02 1866.33 1866.66 10/19/2009 20.52 1845.81MW-104AA 2/14/2009 2" PVC 24.79-34.79 35.14 34.74 35.14 0.00 1866.52 1866.92 10/19/2009 20.84 1845.68MW-104BB 2/14/2009 2" PVC 39.76-49.76 50.11 49.83 50.11 0.00 1866.69 1866.98 10/19/2009 20.69 1846.00MW-105BB 2/11/2009 2" PVC 39.89-49.89 50.24 49.59 50.21 0.03 1865.82 1866.44 10/20/2009 20.36 1845.46MW-106BB 2/12/2009 2" PVC 39.21-49.21 49.56 49.05 49.53 0.03 1865.72 1866.20 10/19/2009 20.33 1845.39MW-106CC 2/11/2009 2" PVC 77.11-87.11 87.46 87.08 87.37 0.09 1865.90 1866.19 10/19/2009 20.50 1845.40MW-107AA 2/15/2009 2" PVC 24.71-34.71 35.06 34.47 34.97 0.09 1865.81 1866.31 10/19/2009 20.83 1844.98MW-107BB 2/14/2009 2" PVC 39.67-49.67 50.02 49.68 50.00 0.02 1866.21 1866.53 10/19/2009 21.10 1845.11MW-108BB 2/12/2009 2" PVC 39.99-49.99 50.34 50.03 50.33 0.01 1865.88 1866.18 10/19/2009 21.02 1844.86

* Well constructed with 2.85 foot stainless steel sump and end cap attached to a 5 foot stainless steel screen attached to a 10 foot stainless steel riser attached to PVC riser to surface

BGS - Below ground surface

DTB - Dept to bottom

DTW – Depth to water

MSL – mean sea level

NA - not applicable

PVC - Polyvinyl chloride

SS - Stainless steel

TOC – Top of well casing

Well Identification

Well Construction (feet) Elevations (feet MSL) Groundwater Measurements (feet)

Notes: Survey datum is NAVD-88.

Cleburn OUs 1&2 2009 Annual Report Page 1 of 1 HydroGeoLogic, Inc. 3/8/2010

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FIGURES

Page 45: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

2000

2500

3000

3500

on (µ

g/L)

Figure 3.1PCE Concentrations in Combined GET System Influent and Effluent

Influent

0

500

1000

1500

Con

cent

ratio

Date

EffluentMCL

Page 46: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

800

1000

1200

1400

on (µ

g/L)Figure 3.2

PCE Concentrations - Cleburn Street Well

PCEMCL

0

200

400

600

Con

cent

ratio

Date

MCLTrend

Page 47: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

400000

500000

600000

on (µ

g/L)

Figure 3.3PCE Concentrations in Monitoring Well 2A

PCE

0

100000

200000

300000

Con

cent

ratio

Date

MCLTrend

Page 48: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

400

500

600

on (µ

g/L)Figure 3.4

TCE Concentrations in Monitoring Well 2A

TCE

0

100

200

300

Con

cent

ratio

Date

TCEMCLTrend

Page 49: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

60

70

80

90

100

on (µ

g/L)

Figure 3.5PCE Concentrations in Monitoring Well MW-12A

PCE

0

10

20

30

40

50

Con

cent

ratio

Date

MCL

Page 50: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

200

250

300

350

on (µ

g/L)Figure 3.6

TCE Concentrations in Monitoring Well 12A

TCE

0

50

100

150

Con

cent

ratio

Date

MCLTrend

Page 51: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

60

70

80

90

100

on (µ

g/L)Figure 3.7

PCE Concentrations in Monitoring Well MW-13A

0

10

20

30

40

50

Con

cent

rati

Date

PCEMCLTrend

Page 52: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

25

30

35

40

n (µ

g/L)Figure 3.8

PCE Concentrations in Monitoring Well 2B

0

5

10

15

20

Con

cent

ratio

n

Date

PCE

MCL

Trend

Page 53: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

150

200

250

on (µ

g/L)

Figure 3.9PCE Concentrations in Monitoring Well ERT-14

0

50

100

Con

cent

ratio

Date

PCEMCLTrend

Page 54: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

80

100

120

on (µ

g/L)

Figure 3.10PCE Concentrations in Monitoring Well ERT-15

0

20

40

60

Con

cent

ratio

Date

PCEMCLTrend

Page 55: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

60000

70000

80000

90000

100000

on (µ

g/L)

Figure 3.11PCE Concentrations in Monitoring Well ERT-16

0

10000

20000

30000

40000

50000

Con

cent

ratio

Date

PCEMCLTrend

Page 56: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

8

10

12

on (µ

g/L)Figure 3.12

PCE Concentrations in Monitoring Well MW-102AA

0

2

4

6

Con

cent

ratio

Date

PCEMCL

Page 57: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

4

5

6

7

on (µ

g/L)Figure 3.13

PCE Concentrations in Monitoring Well MW-103BB

0

1

2

3

Con

cent

ratio

Date

PCEMCL

Page 58: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

15

20

25

on (µ

g/L)Figure 3.14

PCE Concentrations in Monitoring Well MW-104AA

0

5

10

Con

cent

ratio

Date

PCEMCL

Page 59: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

4

5

6

on (µ

g/L)Figure 3.15

PCE Concentrations in Monitoring Well MW-107AA

0

1

2

3

Con

cent

ratio

Date

PCEMCL

Page 60: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

12

14

16

18

20

on (µ

g/L)Figure 3.16

PCE Concentrations in Monitoring Well MW-107BB

0

2

4

6

8

10

Con

cent

ratio

Date

PCEMCL

Page 61: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Legend

U.S. EPA Region 7

!UP!UP

!UP

!UP

!>

!>

!>

!UP!UP

!UP

!UP!UP

!A

!A

!A

!A

!A!A

!A

!A!A

!A!A

4th Street

Eddy Street

Cleburn Street

Remediation SystemBuilding

Former OneHour Martinizing

Building

ExistingBuilding

EW-315

EW-1880

MW-9A2.2

MW-8B

MW-8AND

MW-10B MW-10AND

MW-13A0.79

MW-2B

MW-2A50,000

MW-12A15

EW-2220

MW-106BBMW-106CC

MW104-BBMW104-AA

12

MW105-BB

MW102-BB

MW102-AAND

MW101-AAND

ERT-148.8

ERT-166,300

ERT-150.75

5 µg/L5

µg

/L1,

000

µg/L

Figure 3.17PCE Contour Map

³Filename: X:/EPA009/Cleburn/Annual_Report/PCE_Contour_Map.mxdProject: EP9019.11.42.04Revised: 03/08/10 CVSource: Grand Island Utilities Dept.HGL Database

HGL—Annual Performance Report—Cleburn Street Well SiteGrand Island, Nebraska

Shallow 2009 2" Monitoring Well(103-AA)

!A

0 30 6015

Feet

Existing Building

Curb Line

Railroad Line

Intermediate 2009 2" Monitoring Well(103-BB)

!A

Deep 2009 2" Monitoring Well (103-CC)!A

Existing Monitoring Well!UP

8" Groundwater Extraction Well!>

Notes:PCE concentration are in micrograms per Liter (µg/L).The shallow well (A/AA) concenrations were used to createthis map.

1.5" Monitoring Well!A

5 µg/L

PCE Isoconcentration

1,000 µg/L

PCE Contour Line (dashed where inferred)

Page 62: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Legend

U.S. EPA Region 7

!A

!A

UPUP

UP

UP

!>

!>

!>

!A

UPUP

UP

UPUP

UPUP

!A

!A!A

!A

!A!A

!A!A!A

!A!A

!A!A

!A

Elm Street

4th Street

Eddy Street

Cleburn Street

5th Street

Union P

acific

Railroad

R.O.W

Eddy Street

North Front Street W

1845.5

1846.0

1845.5

1845.0

MW-108BB

MW-107BB

MW-107AA(1844.98)

MW-106BB

MW-106CC

MW-103AA(1846.10)

MW-103BB

MW-103CC

MW-104BB

MW-104AA(1845.68)

MW-105BB

MW-102BB

MW-102AA(1845.42)

MW-101AA(1846.03)

MW-8B

EW-3(1843.10)

EW-2(1836.29)

EW-1(1843.04)

MW-9A(1845.50)

MW-8A(1845.52)

MW-2B

MW-11B

MW-11A(1845.01)

MW-10B

MW-10A(1845.53)

ERT-16(1845.33)

MW-13A(1845.46)

ERT-15(1845.11)

ERT-14(1845.50)

MW-12A(1845.30)

MW-2A(1844.85)

Figure 3.18Potentiometric Map

(October 2009)

³Filename: X:/EPA009/Cleburn/FSP/Potentiometric_Map.mxdProject: EP9019.11.42.04Revised: 03/03/10 RLSource: Grand Island Utilities Dept.HGL Database

HGL—Annual Performance Report—Cleburn Street Well SiteGrand Island, Nebraska

Shallow 2009 2" Monitoring Well(103-AA)

!A

0 50 100 15025

Feet

Existing Building

Curb Line

Railroad Line

Intermediate 2009 2" Monitoring Well(103-BB)

!A

Deep 2009 2" Monitoring Well (103-CC)!A

Existing 2" Monitoring Well!UP

8" Groundwater Extraction Well!>

(1844.98)

1.5" Monitoring Well!A

Potentiometric Surface Line

Groundwater Flow Direction

Groundwater Elevation

Page 63: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

HGL—2009 Annual Performance Report, Cleburn Street Well Site OU2—Grand Island, NE

U.S. EPA Region 7 Cleburn OU2 2009 Annual Report 4-1 HydroGeoLogic, Inc. 3/8/2010

4.0 CONCLUSIONS AND RECOMMENDATIONS

The optimized GET system is performing in accordance with the design criteria with an average flow rate of approximately 104 gpm after maintenance downtime is taken into consideration. The system treated 48,323,140 gallons of groundwater in this reporting period and removed 99 percent of the VOCs from the influent groundwater. The air stripper unit discharged approximately 252 pounds of VOC contaminants and the SVE system removed nearly 119 pounds of VOC contaminants during the reporting period. This discharge amount is significantly below the State of Nebraska’s threshold value requirement for an air discharge permit. Near the source area, the PCE concentrations in MW-2A and MW-12A have fluctuated in 2009 but continue on a downward trend (Figures 3.3 and 3.5). PCE concentrations in the Cleburn Street Well exhibit a downward trend (Figure 3.2) with no detections in the municipal well in the last three rounds of sampling. Concentrations in MW-13A are relatively stable at concentrations below 1 µg/L (Figure 3.8). TCE, a degradation product of PCE, does not show a trend in MW-2A due to a lack of detections, though the only detection in 2009 was approximately double the MCL (Figure 3.4), while MW-12A has increased slightly (Figure 3.6). The concentrations of PCE in the additional wells located in the source area (ERT-14, ERT-15, ERT-16) exceeded the MCL, but indicate a general decrease in the concentration of PCE. (PCE levels in ERT-16 are significantly above the MCL). Newly added wells MW-102AA and MW-107AA have shown exceedances for PCE, but have decreased in concentration throughout 2009. In wells downgradient of the source area, PCE concentrations detected in shallow downgradient wells MW-8A,-9A, and -10A fluctuated around 3 µg/L, which is below the MCL of 5 µg/L. PCE was reported as nondetect in the deeper wells, with the exceptions of the newly installed MW-103BB and MW-107BB. These two wells have exceeded the MCL for PCE at least once in the past three sampling events. In general, VOC concentrations in the performance monitoring well network have declined slightly for the past several years in the downgradient wells but are highly concentrated in the on-site shallow wells MW-2A and ERT-16. This may be a result of the increased pumping rate drawing the highly contaminated groundwater toward the extraction wells where MW-2A is located, and their proximity to the source area. The 14 new wells added to the monitoring well network in February and March of 2009 have allowed for a more thorough characterization of the contaminant plume and provided more accurate determination of the extent of the plume. Though the GET system has removed a significant mass of VOC contaminants from groundwater, LTM data indicates that contamination remaining in the source area is a continuing source or groundwater contamination. ISCO injection pilot studies in the source and plume were initiated in 2009 to study the applicability of this chemical technology in reducing VOC contamination in the silt layer and upper capillary fringe. Initial data indicates that the ISCO injections within the plume downgradient of the source lowered contaminant levels. The injection regime was subsequently focused on the source area. The pilot study in this area commenced in December 2009.

Page 64: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

HGL—2009 Annual Performance Report, Cleburn Street Well Site OU2—Grand Island, NE

U.S. EPA Region 7 Cleburn OU2 2009 Annual Report 4-2 HydroGeoLogic, Inc. 3/8/2010

The SVE system has continually removed contaminants from the vadose zone during periods of pulsed operation each month. No adjustments to the GET and SVE systems are anticipated in 2010 as the ISCO pilot treatability studies are conducted. The GET system will remain shut down while the pilot studies are performed and the SVE system will continue to operate for short periods each month to remove VOCs from the vadose zone. The sampling program of the performance monitoring network for 2009 is outlined in Table 3.1. Groundwater monitoring events are anticipated to be performed at OU2 in January 2010, April 2010, July 2010, and October 2010. Additional maintenance items that will be addressed in 2010 include:

• Factory maintenance of the system PID. • Purchase and install replacement flow meters for aging original units to minimize down

time of the system. • Conduct thorough acid washing of the stripper trays to remove accumulated iron fouling.

Page 65: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

HGL—2009 Annual Performance Report, Cleburn Street Well Site OU2—Grand Island, NE

U.S. EPA Region 7 Cleburn OU2 2009 Annual Report 5-1 HydroGeoLogic, Inc. 3/8/2010

5.0 REFERENCES

Black & Veatch Special Projects Corp. (BVSPC), 2004-2005. Water System Operations and Maintenance Forms, (4th and Eddy; Grand Island, NE).

HydroGeologic, Inc. (HGL), 2007. Source Investigation Report, Cleburn Street Well Site, Grand

Island, Nebraska. HGL, 2008. SVE System Optimization Technical Memorandum, Cleburn Street Well Site, Grand

Island, Nebraska. HGL, 2008a. Hydrogeologic Investigation Report, Cleburn Street Well Site, Grand Island,

Nebraska. HGL, 2009. Well Installation and Testing and Evaluation of Silt Layer, Cleburn Street Well Site,

Grand Island, Nebraska. HGL, 2009a. In Situ Chemical Oxidant Injection Evaluation, Cleburn Street Well Site, Grand

Island, Nebraska. Sverdrup Environmental, Inc. (Sverdrup), 1993, Remedial Investigation Study for the Remedial

Investigation/Feasibility Study at the Cleburn Street Well Site, Grand Island, Nebraska. Sverdrup, 1997, Final Remedial Design, Cleburn Street Site, Operable Unit No. 1 & 2, Grand

Island, Nebraska. Sverdrup, 1999, Operation and Maintenance Plan, Cleburn Street Site, Operable Unit No. 1 & 2,

Grand Island, Nebraska. U.S. Environmental Protection Agency (EPA), 1996, Record of Decision for Cleburn Street Well

Superfund Site.

Page 66: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

APPENDIX A

LABORATORY AND FIELD DATA JANUARY 2009 QUARTERLY SAMPLING EVENT

Page 67: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 1 of 20

01/23/2009Date:

4196

07ES02RA

Cleburn Street Well (OU#02)

Mary PetersonSUPR/IANE

Transmittal of Sample Analysis Results for ASR #:

Project ID:

Project Description:

Michael F. Davis, ChiefLaboratory Branch, Environmental Services Division

To:

Enclosed are the analytical data for the above-referenced Analytical Services Request (ASR) andProject. The Regional Laboratory has reviewed and verified the results in accordance with proceduresdescribed in our Quality Manual (QM). In addition to all of the analytical results, this transmittalcontains pertinent information that may have influenced the reported results and documents anydeviations from the established requirements of the QM.

Please contact us within 14 days of receipt of this package if you determine there is a need for anychanges. Please complete the enclosed Customer Satisfaction Survey and Data Disposition/SampleRelease memo for this ASR as soon as possible. The process of disposing of the samples for this ASRwill be initiated 30 days from the date of this transmittal unless an alternate release date is specifiedon the Data Disposition/Sample Release memo.

If you have any questions or concerns relating to this data package, contact our customer service lineat 913-551-5295.

Enclosures

cc: Analytical Data File.

United States Environmental Protection AgencyRegion 7

901 N. 5th StreetKansas City, KS 66101

Subject:

From:

Page 68: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 2 of 20

4196ASR Number: 01/23/2009

Mary Peterson SUPR/IANE 913-551-7882

07ES02RA

Cleburn Street Well (OU#02)

Grand Island Nebraska Superfund

CLEBURN STREET WELL - 1 HR MARTINIZING GWRESORATION

07ESSite ID: 02

Site Cleanup Support

Quarterly monitoring

Project Manager: Org: Phone:

Project ID:

Project Desc:

Location: State: Program:

Site Name: Site OU:

Purpose:

__ = Field SampleFB = Field BlankFD = Field Duplicate

QC Codes identify the type of sample for quality control purpose.

Degrees CelsiusStandard Units (pH)Micrograms per LiterMicromhos per Centimeter

Specific units in which results arereported.

The identification of the analyte is acceptable; the reported value is anestimate.The analyte was not detected at or above the reporting limit.The analyte was not detected at or above the reporting limit. The reportinglimit is an estimate.

Specific codes used in conjunction with data values to provide additional information on the quality of reported results, or used to explain the absence of a specific value.

Summary of Project Information

Explanation of Codes, Units and Qualifiers used on this report

Sample QC Codes: Units:

J

UUJ

=

==

Data Qualifiers:

= Values have been reviewed and found acceptable for use. (Blank)

Deg CSU

ug/Lumhos/cm

====

302DD2CGPRA PRC:

Page 69: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 3 of 20

2

3

4

4

6

7

8

9

10

11

12

13

101

102

103

104

105

106

107

107

109

110

111

112

120

121

SampleNo

__

__

__

FD

__

__

__

__

__

__

FB

FB

__

__

__

__

__

__

__

FD

__

__

__

__

FB

FB

QCCode

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Matrix

Cleburn Street well sample

ERT-16

MW-2A

MW-2A/Field Duplicate of sample4MW-12A

MW-13A

System Influent sample

EW-1

EW-2

EW-3

Preservative Blank (prepared byHGL)Routine VOA Trip Blank sample(prepared by EPA)MW-8A

MW-8B

MW-11B

11-A

MW-10B

MW-9A

MW-2B

MW-2B/Field Duplicate of sample107MW-10A

ERT-15

ERT-14

System Effluent sample

Preservative Blank (prepared byHGL)LDL VOA Trip Blank sample(prepared by EPA)

Location DescriptionExternal

Sample No

01/12/2009

01/12/2009

01/12/2009

01/12/2009

01/12/2009

01/12/2009

01/13/2009

01/13/2009

01/13/2009

01/13/2009

01/12/2009

01/07/2009

01/12/2009

01/12/2009

01/12/2009

01/12/2009

01/12/2009

01/12/2009

01/12/2009

01/12/2009

01/12/2009

01/12/2009

01/12/2009

01/13/2009

01/12/2009

01/07/2009

Start Date

14:30

16:15

16:30

16:30

16:50

17:25

11:00

11:20

11:30

11:40

10:55

15:00

13:00

13:15

13:40

13:50

14:55

15:25

15:40

15:40

17:05

18:15

18:30

10:40

11:15

15:00

Start Time

End Date

End Time

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

01/14/2009

ReceiptDate

4196 01/23/2009

07ES02RAProject ID: Cleburn Street Well (OU#02)Project Desc:

ASR Number: Sample Information Summary

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

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Page 4 of 20

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

VOCs in Water by GC/MS

(Field Measurement)

(Field Measurement)

(Field Measurement)

Region 7 ESAT Contract Lab (In-House)

Lab:

Lab:

Lab:

Lab:

Measurement of field parameter

Measurement of field parameter

Measurement of field parameter

EPA Region 7 RLAB Method 3230.1F

Method:

Method:

Method:

Method:

(N/A)

(N/A)

(N/A)

Sample reporting limits were raised due to the high concentration of Tetrachloroethene insamples 8, 9, 10, 3, 4, and 4FD.

1,2 Dibromoethane (87%, 90%-114%) and 4-methyl-2-pentanone (76%, 79%-125%)were UJ coded in sample 8. These analytes were not found in the sample at or above thereporting limit, however, the reporting limit is an estimate (UJ-coded) due to low recoveryof these analytes in the laboratory matrix spike. The actual reporting limit for theseanalytes may be higher than the reported value.

Tetrachloroethene (71%, 82%-122%) was J-coded in sample 8. Although the analyte inquestion has been positively identified in the sample, the quantitation is an estimate (J-coded) due to low recovery of this analyte in the laboratory matrix spike. The actualconcentration for this analyte may be higher than the reported value.

Comments:

Comments:

Comments:

Comments:

8-__ 9-__ 10-__ 11-__ 112-__

8-__ 9-__ 10-__ 11-__ 112-__

8-__ 9-__ 10-__ 11-__ 112-__

2-__ 3-__ 4-__ 4-FD 6-__ 7-__ 8-__9-__ 10-__ 11-__ 12-FB 13-FB

Samples:

Samples:

Samples:

Samples:

4196ASR Number: 01/23/2009

07ES02RAProject ID: Cleburn Street Well (OU#02)Project Desc

RLAB Approved Analysis Comments

Analysis Comments About Results For This Analysis

Page 71: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 5 of 20

1 VOCs in Water by GC/MS for Low Detection Limits

Region 7 EPA Laboratory - Kansas City, Ks.Lab:

EPA Region 7 RLAB Method 3230.13DMethod:

Benzene (15 RPD, 7.4 PCL), Bromodichloromethane (15 RPD, 6.1 PCL), Bromoform (17RPD, 10 PCL), Carbon Tetrachloride (15 RPD, 14 PCL), Chlorobenzene (17 RPD, 5.7 PCL),Chloroform (14 RPD, 9.7 PCL), Chloromethane (12 RPD, 11 PCL), Cyclohexane (18 RPD, 16PCL), 1,2-Dibromo-3-Chloropropane (16 RPD, 14 PCL), Dibromochloromethane (16 RPD,6.6 PCL), 1,2-Dibromoethane (15 RPD, 8.3 PCL), 1,2-Dichlorobenzene (18 RPD, 7.4 PCL),1,3-Dichlorobenzene (18 RPD, 7.9 PCL), 1,4-Dichlorobenzene (17 RPD, 7.3 PCL),Dichlorodifluoromethane (18 RPD, 16 PCL), 1,1-Dichloroethane (14 RPD, 10 PCL), 1,2-Dichloroethane (15 RPD, 6.3 PCL), 1,1-Dichloroethene (15 RPD, 13 PCL), cis-1,2-Dichloroethene (13 RPD, 11 PCL), trans-1,2-Dichloroethene (14 RPD, 10 PCL), 1,2-Dichloropropane (16 RPD, 7.7 PCL), cis-1,3-Dichloropropene (15 RPD, 7.8 PCL), trans-1,3-Dichloropropene (16 RPD, 8.5 PCL), Ethyl Benzene (18 RPD, 9.0 PCL), 2-Hexanone (16RPD, 12 PCL), Isopropylbenzene (18 RPD, 9.1 PCL), Methyl Acetate (15 RPD, 8.3 PCL),Methyl tert-butyl ether (13 RPD, 5.4 PCL), Methylcyclohexane (23 RPD, 12 PCL), MethyleneChloride (13 RPD, 10 PCL), 4-Methyl-2-Pentanone (13 RPD, 11 PCL), Naphthalene (19 RPD,11 PCL), Styrene (19 RPD, 7.8 PCL), 1,1,2,2-Tetrachloroethane (16 RPD, 9.9 PCL), Toluene(17 RPD, 7.8 PCL), 1,2,3-Trichlorobenzene (19 RPD, 9.9 PCL), 1,2,4-Trichlorobenzene (19RPD, 9.8 PCL), 1,1,1-Trichloroethane (14 RPD, 11 PCL), 1,1,2-Trichloroethane (14 RPD, 8.2PCL), Trichloroethene (17 RPD, 9.4 PCL), Trichlorofluoromethane (16 RPD, 14 PCL), 1,1,2-Trichlorotrifluoroethane (18 RPD, 13 PCL), m and/or p-Xylene (16 RPD, 8.8 PCL), o-Xylene(17 RPD, 8.3 PCL) were UJ-coded in sample 8. These analytes were not found in the sampleat or above the reporting limit, however, the reporting limit is an estimate (UJ-coded) dueto poor precision obtained for these analytes in the laboratory matrix spike and matrixspike duplicate. The actual reporting limit for these analytes may be higher than thereported value.

Dichlorodifluoromethane was UJ-coded in samples 101-107, 107-fd, 109-112, 120-fb, and121-fb. This analyte was not found in the samples at or above the reporting limit,however, the reporting limit is an estimate (UJ-coded) due to low recovery of this analytein the Second Source Calibration Verification sample. The actual reporting limit for thisanalyte may be higher than the reported value.

Acetone was J-coded in samples 110 and 111. Although the analyte in question has beenpositively identified in the samples, the quantitation is an estimate (J-coded) due to thecontinuing calibration check not meeting accuracy specifications. The actual concentrationfor this analyte may be higher than the reported value.

Acetone was UJ-coded in samples 101-107, 107-fd, 109, 112, 120-fb, and 121-fb. Thisanalyte was not found in the samples at or above the reporting limit, however, thereporting limit is an estimate (UJ-coded) due to the continuing calibration check not

Comments:

101-__ 102-__ 103-__ 104-__ 105-__ 106-__ 107-__107-FD 109-__ 110-__ 111-__ 112-__ 120-FB 121-FB

Samples:

4196ASR Number: 01/23/2009

07ES02RAProject ID: Cleburn Street Well (OU#02)Project Desc

RLAB Approved Analysis Comments

Analysis Comments About Results For This Analysis

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Page 6 of 20

meeting accuracy specifications. The actual reporting limit for this analyte may be higherthan the reported value.

4-Methyl-2-Pentanone and 2-Hexanone were UJ-coded in samples 101-107, 107-fd, 109-112, 120-fb, and 121-fb. These analytes were not found in the samples at or above thereporting limit, however, the reporting limit is an estimate (UJ-coded) due to thecontinuing calibration check not meeting sensitivity specifications. The actual reportinglimit for the analytes may be higher than the reported value.

4196ASR Number: 01/23/2009

07ES02RAProject ID: Cleburn Street Well (OU#02)Project Desc

RLAB Approved Analysis Comments

Analysis Comments About Results For This Analysis

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Page 7 of 20

1 VOCs in Water by GC/MS

Analysis/ Analyte

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 2-__ 3-__ 4-__ 4-FD

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

10 U 100 U 100 U 100 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

10 U 100 U 100 U 100 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 4100 57000 57000

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

4196ASR Number: 01/23/2009

07ES02RAProject ID: Cleburn Street Well (OU#02)Project Desc:

RLAB Approved Sample Analysis Results

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Page 8 of 20

Analysis/ Analyte

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 2-__ 3-__ 4-__ 4-FD

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

5.0 U 50 U 50 U 50 U

10 U 100 U 100 U 100 U

5.0 U 50 U 50 U 50 U

4196ASR Number: 01/23/2009

07ES02RAProject ID: Cleburn Street Well (OU#02)Project Desc:

RLAB Approved Sample Analysis Results

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Page 9 of 20

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

VOCs in Water by GC/MS

Analysis/ Analyte

Conductivity

pH

Temperature

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

Styrene

1,1,2,2-Tetrachloroethane

umhos/cm

SU

Deg C

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 6-__ 7-__ 8-__ 9-__

652 671

6.87 6.79

15.0 15.1

5.0 U 5.0 U 50 U 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 U 50 U

5.0 U 5.0 U 50 U 50 U

5.0 U 5.0 U 50 U 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 U 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

10 U 10 U 100 UJ 100 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

10 U 10 U 100 UJ 100 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

4196ASR Number: 01/23/2009

07ES02RAProject ID: Cleburn Street Well (OU#02)Project Desc:

RLAB Approved Sample Analysis Results

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Page 10 of 20

Analysis/ Analyte

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 6-__ 7-__ 8-__ 9-__

16 5.0 U 640 J 1900

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

11 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 UJ 50 U

5.0 U 5.0 U 50 U 50 U

10 U 10 U 100 UJ 100 U

5.0 U 5.0 U 50 UJ 50 U

4196ASR Number: 01/23/2009

07ES02RAProject ID: Cleburn Street Well (OU#02)Project Desc:

RLAB Approved Sample Analysis Results

Page 77: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 11 of 20

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

VOCs in Water by GC/MS

Analysis/ Analyte

Conductivity

pH

Temperature

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

Styrene

1,1,2,2-Tetrachloroethane

umhos/cm

SU

Deg C

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 10-__ 11-__ 12-FB 13-FB

656 643

6.78 6.79

15.0 15.1

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

100 U 10 U 10 U 10 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

100 U 10 U 10 U 10 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

4196ASR Number: 01/23/2009

07ES02RAProject ID: Cleburn Street Well (OU#02)Project Desc:

RLAB Approved Sample Analysis Results

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Page 12 of 20

Analysis/ Analyte

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 10-__ 11-__ 12-FB 13-FB

510 31 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

50 U 5.0 U 5.0 U 5.0 U

100 U 10 U 10 U 10 U

50 U 5.0 U 5.0 U 5.0 U

4196ASR Number: 01/23/2009

07ES02RAProject ID: Cleburn Street Well (OU#02)Project Desc:

RLAB Approved Sample Analysis Results

Page 79: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 13 of 20

1 VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 101-__ 102-__ 103-__ 104-__

5.0 UJ 5.0 UJ 5.0 UJ 5.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.8

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 UJ 1.0 UJ 1.0 UJ 1.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 UJ 2.0 UJ 2.0 UJ 2.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 UJ 1.0 UJ 1.0 UJ 1.0 UJ

2.0 U 2.0 U 2.0 U 2.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4196ASR Number: 01/23/2009

07ES02RAProject ID: Cleburn Street Well (OU#02)Project Desc:

RLAB Approved Sample Analysis Results

Page 80: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 14 of 20

Analysis/ Analyte

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 101-__ 102-__ 103-__ 104-__

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4196ASR Number: 01/23/2009

07ES02RAProject ID: Cleburn Street Well (OU#02)Project Desc:

RLAB Approved Sample Analysis Results

Page 81: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 15 of 20

1 VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 105-__ 106-__ 107-__ 107-FD

5.0 UJ 5.0 UJ 5.0 UJ 5.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 UJ 1.0 UJ 1.0 UJ 1.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 UJ 2.0 UJ 2.0 UJ 2.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 UJ 1.0 UJ 1.0 UJ 1.0 UJ

2.0 U 2.0 U 2.0 U 2.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 3.2 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4196ASR Number: 01/23/2009

07ES02RAProject ID: Cleburn Street Well (OU#02)Project Desc:

RLAB Approved Sample Analysis Results

Page 82: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 16 of 20

Analysis/ Analyte

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 105-__ 106-__ 107-__ 107-FD

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4196ASR Number: 01/23/2009

07ES02RAProject ID: Cleburn Street Well (OU#02)Project Desc:

RLAB Approved Sample Analysis Results

Page 83: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 17 of 20

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

Styrene

1,1,2,2-Tetrachloroethane

umhos/cm

SU

Deg C

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 109-__ 110-__ 111-__ 112-__

662

7.67

14.7

5.0 UJ 32 J 31 J 5.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 UJ 1.0 UJ 1.0 UJ 1.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 UJ 2.0 UJ 2.0 UJ 2.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 UJ 1.0 UJ 1.0 UJ 1.0 UJ

2.0 U 2.0 U 2.0 U 2.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

4196ASR Number: 01/23/2009

07ES02RAProject ID: Cleburn Street Well (OU#02)Project Desc:

RLAB Approved Sample Analysis Results

Page 84: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 18 of 20

Analysis/ Analyte

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 109-__ 110-__ 111-__ 112-__

1.0 U 1.0 U 2.3 1.3

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4196ASR Number: 01/23/2009

07ES02RAProject ID: Cleburn Street Well (OU#02)Project Desc:

RLAB Approved Sample Analysis Results

Page 85: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 19 of 20

1 VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 120-FB 121-FB

5.0 UJ 5.0 UJ

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

5.0 U 5.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

2.4 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

5.0 U 5.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 UJ 1.0 UJ

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

2.0 UJ 2.0 UJ

1.0 U 1.0 U

5.0 U 5.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 UJ 1.0 UJ

2.0 U 2.0 U

1.0 U 1.0 U

5.0 U 5.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

4196ASR Number: 01/23/2009

07ES02RAProject ID: Cleburn Street Well (OU#02)Project Desc:

RLAB Approved Sample Analysis Results

Page 86: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 20 of 20

Analysis/ Analyte

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 120-FB 121-FB

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

4196ASR Number: 01/23/2009

07ES02RAProject ID: Cleburn Street Well (OU#02)Project Desc:

RLAB Approved Sample Analysis Results

Page 87: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

4196

07ES02RAProject ID:

Cleburn Street Well (OU#02)

Mary PetersonSUPR/IANE

United States Environmental Protection AgencyRegion VII

901 N. 5th StreetKansas City, KS 66101

__/__/____

Data Disposition/Sample Release for ASR #:

Project Description:

Subject:

Kaye DollmannENSV/RLAB

I have received and reviewed the Transmittal of Sample Analysis Results for the above-referencedAnalytical Services Request(ASR) and have indicated my findings below by checking one of theboxes for Data Disposition.

I understand all samples will be disposed upon receipt of this form, unless samples are requestedto be held. If I do not return this form all samples will be disposed of on ___________________.

"RELEASED" - Read-only to all Region 7 employees and contractors that have R7LIMS"Customer" account. All Samples may be disposed of upon receipt of this form if not requested tobe held.

"Project Manager Accessible" - Available on the LAN in R7LIMS for my use only. All Samples maybe disposed of upon receipt of this form if not requested to be held.

"Archived" - THIS DATA IS OF A SENSITIVE NATURE. Any future reports must be requestedthrough the laboratory. All samples may be disposed of upon receipt of the form if not requestedto be held.

Date:

From:

To:

Hold Samples - I have determined that the samples need to be held until ______________, afterwhich time they will be disposed of in accordance with applicable regulations. The reason for the hold is:

Samples are associated with a legal proceeding.

Question/Concern with data - possible reanalysis requested.

Other:________________________________________________________________

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APPENDIX B

LABORATORY AND FIELD DATA APRIL 2009 QUARTERLY SAMPLING EVENT

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Page 1 of 28

05/18/2009Date:

4336

DS07ES

Cleburn Street Well LTRA

DeAndre SingletarySUPR/IANE

Transmittal of Sample Analysis Results for ASR #:

Project ID:

Project Description:

Michael F. Davis, ChiefChemical Analysis and Response Branch, Environmental Services Division

To:

Enclosed are the analytical data for the above-referenced Analytical Services Request (ASR) andProject. The Regional Laboratory has reviewed and verified the results in accordance with proceduresdescribed in our Quality Manual (QM). In addition to all of the analytical results, this transmittalcontains pertinent information that may have influenced the reported results and documents anydeviations from the established requirements of the QM.

Please contact us within 14 days of receipt of this package if you determine there is a need for anychanges. Please complete the enclosed Customer Satisfaction Survey and Data Disposition/SampleRelease memo for this ASR as soon as possible. The process of disposing of the samples for this ASRwill be initiated 30 days from the date of this transmittal unless an alternate release date is specifiedon the Data Disposition/Sample Release memo.

If you have any questions or concerns relating to this data package, contact our customer service lineat 913-551-5295.

Enclosures

cc: Analytical Data File.

United States Environmental Protection AgencyRegion 7

901 N. 5th StreetKansas City, KS 66101

Subject:

From:

Page 119: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 2 of 28

4336ASR Number: 05/18/2009

DeAndre Singletary SUPR/IANE 913-551-7373

DS07ES

Cleburn Street Well LTRA

Grand Island Nebraska Superfund

07ES CLEBURN STREET WELL - 1 HR MARTINIZINGGW RESORATION

07ESSite ID: 02

Site Cleanup Support

Quarterly Montoring.

Project Manager: Org: Phone:

Project ID:

Project Desc:

Location: State: Program:

Site Name: Site OU:

Purpose:

__ = Field SampleFB = Field BlankFD = Field Duplicate

QC Codes identify the type of sample for quality control purpose.

Degrees CelsiusNephelometric Turbidity UnitsStandard Units (pH)Micrograms per LiterMicromhos per Centimeter

Specific units in which results arereported.

The identification of the analyte is acceptable; the reported value is anestimate.The analyte was not detected at or above the reporting limit.The analyte was not detected at or above the reporting limit. The reportinglimit is an estimate.

Specific codes used in conjunction with data values to provide additional information on the quality of reported results, or used to explain the absence of a specific value.

Summary of Project Information

Explanation of Codes, Units and Qualifiers used on this report

Sample QC Codes: Units:

J

UUJ

=

==

Data Qualifiers:

= Values have been reviewed and found acceptable for use. (Blank)

Deg CNTUSU

ug/Lumhos/cm

=====

2009073QAPP Number:

302DD2CGPRA PRC:

Page 120: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 3 of 28

1

2

2

3

4

5

6

7

8

9

13

101

102

103

103

104

105

106

107

108

109

110

111

112

112

113

114

115

116

117

118

119

120

120

121

122

123

124

125

126

127

133

SampleNo

FB

__

FD

__

__

__

__

__

__

__

FB

FB

__

__

FD

__

__

__

__

__

__

__

__

__

FD

__

__

__

__

__

__

__

__

FD

__

__

__

__

__

__

__

FB

QCCode

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Matrix

Preservative Blank sample

EW-1

EW-1/Field Duplicate of sample 2

EW-2

EW-3

Influent

MW-102 AA

MW-102 BB

ERT-16

MW-12A

Routine VOA Trip Blank sample

Preservative Blank sample

MW-108 BB

MW-11A

MW-11A/Field Duplicate of sample103MW-11B

MW-107 BB

MW-107 AA

MW-103 CC

MW-103 BB

MW-103 AA

MW-10B

MW-10A

MW-104 BB

MW-104 BB/Field Duplicate ofsample 112MW-104 AA

Cleburn Well

MW-101 AA

MW-9A

MW-106 BB

MW-106 CC

MW-08 B

MW-8A

MW-8A/Field Duplicate of sample120ERT-14

ERT-15

Effluent

MW-105 BB

MW-13A

MW-2A

MW-2B

LDL VOA Trip Blank sample

Location DescriptionExternal

Sample No

04/13/2009

04/15/2009

04/15/2009

04/15/2009

04/15/2009

04/15/2009

04/16/2009

04/16/2009

04/16/2009

04/16/2009

04/09/2009

04/13/2009

04/14/2009

04/14/2009

04/14/2009

04/14/2009

04/14/2009

04/14/2009

04/14/2009

04/14/2009

04/14/2009

04/14/2009

04/15/2009

04/15/2009

04/15/2009

04/15/2009

04/15/2009

04/15/2009

04/15/2009

04/15/2009

04/15/2009

04/15/2009

04/15/2009

04/15/2009

04/15/2009

04/15/2009

04/15/2009

04/16/2009

04/16/2009

04/16/2009

04/16/2009

04/09/2009

Start Date

13:40

20:15

20:15

20:20

20:25

20:30

16:05

17:45

16:45

20:05

16:20

14:00

10:00

10:55

10:55

12:40

14:25

15:20

16:30

17:40

18:40

19:35

09:05

10:30

10:30

11:35

11:30

12:45

14:30

15:50

17:30

18:15

19:30

19:30

20:00

20:05

20:10

10:55

12:35

14:35

19:00

06:22

Start Time

End Date

End Time

04/17/2009

04/17/2009

04/17/2009

04/17/2009

04/17/2009

04/17/2009

04/17/2009

04/17/2009

04/17/2009

04/17/2009

04/17/2009

04/16/2009

04/16/2009

04/16/2009

04/16/2009

04/16/2009

04/16/2009

04/16/2009

04/16/2009

04/16/2009

04/16/2009

04/16/2009

04/16/2009

04/16/2009

04/16/2009

04/16/2009

04/16/2009

04/16/2009

04/16/2009

04/17/2009

04/17/2009

04/17/2009

04/17/2009

04/17/2009

04/17/2009

04/17/2009

04/17/2009

04/17/2009

04/17/2009

04/17/2009

04/17/2009

04/16/2009

ReceiptDate

4336 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

ASR Number: Sample Information Summary

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

Page 121: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

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1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

(Field Measurement)

(Field Measurement)

(Field Measurement)

(Field Measurement)

Lab:

Lab:

Lab:

Lab:

Measurement of field parameter

Measurement of field parameter

Measurement of field parameter

Measurement of field parameter

Method:

Method:

Method:

Method:

(N/A)

(N/A)

(N/A)

Comments:

Comments:

Comments:

2-__ 2-FD 3-__ 4-__ 5-__ 6-__ 7-__9-__ 102-__ 103-__ 103-FD 104-__ 105-__ 106-__107-__ 108-__ 109-__ 110-__ 111-__ 112-__ 112-FD113-__ 114-__ 115-__ 116-__ 117-__ 118-__ 119-__120-__ 120-FD 123-__ 124-__ 125-__ 126-__ 127-__

2-__ 2-FD 3-__ 4-__ 5-__ 6-__ 7-__9-__ 102-__ 103-__ 103-FD 104-__ 105-__ 106-__107-__ 108-__ 109-__ 110-__ 111-__ 112-__ 112-FD113-__ 114-__ 115-__ 116-__ 117-__ 118-__ 119-__120-__ 120-FD 123-__ 124-__ 125-__ 126-__ 127-__

2-__ 2-FD 3-__ 4-__ 5-__ 6-__ 7-__9-__ 102-__ 103-__ 103-FD 104-__ 105-__ 106-__107-__ 108-__ 109-__ 110-__ 111-__ 112-__ 112-FD113-__ 114-__ 115-__ 116-__ 117-__ 118-__ 119-__120-__ 120-FD 123-__ 124-__ 125-__ 126-__ 127-__

2-__ 2-FD 3-__ 4-__ 5-__ 6-__ 7-__9-__ 102-__ 103-__ 103-FD 104-__ 105-__ 106-__107-__ 108-__ 109-__ 110-__ 111-__ 112-__ 112-FD113-__ 114-__ 115-__ 116-__ 117-__ 119-__ 120-__

Samples:

Samples:

Samples:

Samples:

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc

RLAB Approved Analysis Comments

Analysis Comments About Results For This Analysis

Page 122: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

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1

VOCs in Water by GC/MS

VOCs in Water by GC/MS for Low Detection Limits

Region 7 EPA Laboratory - Kansas City, Ks.

Region 7 EPA Laboratory - Kansas City, Ks.

Lab:

Lab:

EPA Region 7 RLAB Method 3230.1F

EPA Region 7 RLAB Method 3230.13D

Method:

Method:

(N/A)

Sample 4 was reported with a J-code for Tetrachloroethene as it was analyzed after asample which exceeded the calibration range. Although carryover is possible, the value isnot likely affected significantly.

Sample 9 was reported with raised reporting limits due to dilution. The compoundtetrachloroethene was seen at an estimated level of 37 ug/L but was reported as below the50 ug/L reporting limit. Detected amount might be attributed to carryover from previoussample.

Sample 13FB was UJ-coded for Acetone, 2-Butanone, and 2-Hexanone These analytes werenot found in the sample, above the reporting limit, however the reporting limit is anestimate due to low Response Factors for these analytes in the Continuing Calibration(CCal) sample. The reporting limits may be higher than the reported values.

2-Hexanone was UJ-coded in samples 101-fb, 102-127, 103-fd, 112-fd, 120-fd, and 133-fb. This analyte was not found in the samples at or above the reporting limit, however, thereporting limit is an estimate (UJ-coded) due to the second source calibration verificationstandard not meeting accuracy specifications. The actual reporting limit for this analytemay be higher than the reported value.

Comments:

Comments:

Comments:

120-FD 123-__ 124-__ 125-__ 126-__ 127-__

1-FB 2-__ 2-FD 3-__ 4-__ 5-__ 6-__7-__ 8-__ 9-__ 13-FB

101-FB 102-__ 103-__ 103-FD 104-__ 105-__ 106-__107-__ 108-__ 109-__ 110-__ 111-__ 112-__ 112-FD113-__ 114-__ 115-__ 116-__ 117-__ 118-__ 119-__120-__ 120-FD 121-__ 122-__ 123-__ 124-__ 125-__126-__ 127-__ 133-FB

Samples:

Samples:

Samples:

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc

RLAB Approved Analysis Comments

Analysis Comments About Results For This Analysis

Page 123: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 6 of 28

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1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 1-FB 2-__ 2-FD 3-__

682 682 665

6.71 6.71 6.51

15.25 15.25 15.13

3.3 3.3 0.0

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

10 U 10 U 10 U 10 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

10 U 10 U 10 U 10 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

10 U 10 U 10 U 10 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 124: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 7 of 28

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 1-FB 2-__ 2-FD 3-__

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 940 680 220

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 125: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 8 of 28

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1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 4-__ 5-__ 6-__ 7-__

648 662 870 683

6.57 6.45 6.41 6.26

14.89 14.98 15.64 15.34

0.0 0.0 1.6 26.7

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

10 U 10 U 10 U 10 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

10 U 10 U 10 U 10 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

10 U 10 U 10 U 10 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 126: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 9 of 28

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 4-__ 5-__ 6-__ 7-__

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

33 J 470 10 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 127: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 10 of 28

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1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 8-__ 9-__ 13-FB 101-FB

1007

6.12

14.01

19.5

28 50 U 5.00 UJ

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 UJ

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

10 U 100 U 10 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 UJ

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

10 U 100 U 10.0 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

10 U 100 U 10.0 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 128: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 11 of 28

1 VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 8-__ 9-__ 13-FB 101-FB

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

2200 50 U 5.0 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U 50 U 5.00 U

5.0 U

1.0 U

1.0 U

1.0 U

1.0 U

5.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

5.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

2.0 UJ

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 129: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 12 of 28

Analysis/ Analyte

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 8-__ 9-__ 13-FB 101-FB

1.0 U

5.0 U

1.0 U

1.0 U

1.0 U

1.0 U

2.0 U

1.0 U

5.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

1.0 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 130: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 13 of 28

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 102-__ 103-__ 103-FD 104-__

0.786 0.782 0.782 0.330

6.69 7.02 7.02 7.63

15.02 14.53 14.53 14.85

23.9 57.4 57.4 53.9

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.9 1.9 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 UJ 2.0 UJ 2.0 UJ 2.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 131: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 14 of 28

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 102-__ 103-__ 103-FD 104-__

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

2.9 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 132: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 15 of 28

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 105-__ 106-__ 107-__ 108-__

767 2060 481 833

7.02 7.22 7.40 7.26

16.00 17.44 16.92 15.50

37.7 2.0 11.4 50.2

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 6.4 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 UJ 2.0 UJ 2.0 UJ 2.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 133: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 16 of 28

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 105-__ 106-__ 107-__ 108-__

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

18 4.1 1.0 U 5.8

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 134: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 17 of 28

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 109-__ 110-__ 111-__ 112-__

5.93 486 504 718

7.34 7.37 6.58 6.53

15.14 14.48 13.49 14.79

30.3 50.9 3.8 53.5

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 UJ 2.0 UJ 2.0 UJ 2.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 135: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 18 of 28

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 109-__ 110-__ 111-__ 112-__

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 136: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 19 of 28

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 112-FD 113-__ 114-__ 115-__

718 1670 560 828

6.53 6.49 6.82 6.57

14.79 14.93 15.58 14.62

53.5 14.9 0.0 2.9

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.1 1.0 U 1.2

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 UJ 2.0 UJ 2.0 UJ 2.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 137: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 20 of 28

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 112-FD 113-__ 114-__ 115-__

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 11 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 138: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 21 of 28

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 116-__ 117-__ 118-__ 119-__

562 765 458 459

6.44 6.45 6.81 6.70

15.16 15.68 15.91 14.77

2.7 25.9 155

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 UJ 2.0 UJ 2.0 UJ 2.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 139: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 22 of 28

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 116-__ 117-__ 118-__ 119-__

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

2.7 2.7 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 140: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 23 of 28

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 120-__ 120-FD 121-__ 122-__

1270 1270

6.32 6.32

14.21 14.21

15.1 15.1

5.0 U 5.0 U 29 30

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 UJ 2.0 UJ 2.0 UJ 2.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 141: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 24 of 28

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 120-__ 120-FD 121-__ 122-__

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 35 25

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 142: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 25 of 28

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 123-__ 124-__ 125-__ 126-__

693 737 538 2000

7.71 6.30 6.83 6.49

15.86 15.80 14.08 14.64

0.0 3.2 4.7 4.93

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.4

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 4.7

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 9.8

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 UJ 2.0 UJ 2.0 UJ 2.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 143: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 26 of 28

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 123-__ 124-__ 125-__ 126-__

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.1 1.8 1.0 U 110000

1.0 U 1.0 U 1.0 U 4.1

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 55

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 100

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 144: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 27 of 28

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 127-__ 133-FB

482

6.52

14.62

20.5

5.0 U 5.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

5.0 U 5.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

5.0 U 5.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

2.0 UJ 2.0 UJ

1.0 U 1.0 U

5.0 U 5.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

2.0 U 2.0 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 145: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 28 of 28

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 127-__ 133-FB

1.0 U 1.0 U

5.0 U 5.0 U

6.3 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

1.0 U 1.0 U

4336ASR Number: 05/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 146: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

4336

DS07ESProject ID:

Cleburn Street Well LTRA

DeAndre SingletarySUPR/IANE

United States Environmental Protection AgencyRegion VII

901 N. 5th StreetKansas City, KS 66101

__/__/____

Data Disposition/Sample Release for ASR #:

Project Description:

Subject:

Kaye DollmannENSV/RLAB

I have received and reviewed the Transmittal of Sample Analysis Results for the above-referencedAnalytical Services Request(ASR) and have indicated my findings below by checking one of theboxes for Data Disposition.

I understand all samples will be disposed upon receipt of this form, unless samples are requestedto be held. If I do not return this form all samples will be disposed of on ___________________.

"RELEASED" - Read-only to all Region 7 employees and contractors that have R7LIMS"Customer" account. All Samples may be disposed of upon receipt of this form if not requested tobe held.

"Project Manager Accessible" - Available on the LAN in R7LIMS for my use only. All Samples maybe disposed of upon receipt of this form if not requested to be held.

"Archived" - THIS DATA IS OF A SENSITIVE NATURE. Any future reports must be requestedthrough the laboratory. All samples may be disposed of upon receipt of the form if not requestedto be held.

Date:

From:

To:

Hold Samples - I have determined that the samples need to be held until ______________, afterwhich time they will be disposed of in accordance with applicable regulations. The reason for the hold is:

Samples are associated with a legal proceeding.

Question/Concern with data - possible reanalysis requested.

Other:________________________________________________________________

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CHAIN OF CUSTOOY RECORDENVIRONMENTAL PROTECTION AGENCY REGION VII

,~CTIVITY LEADER(print) ~ME OF SURVEY OR ACTIVITY ~ CJlfaECTI0!LHE

/JeI"trPr<t> 5P"IA~/efitlV !'f!I,UI"f/1 /A,flt{ 7'r't-e AY ONTH YEAR I i 1° lCONTENTS OF SHIPMENT

TYPE OF CONTAINERS SAMPLED MEDIA RECEiViNG LABORATORYSAMPLE

~ER -- -'- -- VQA SET~ -~

REMARKS/OTHER INFORMATIONNUMBER BOTTLE BOTTLE BOTTLE (2 VIALS EA)

j<(condition of samples upon recelpl .. ,' '. .,'

NUMBERS OF CONTAINERS PER SAMPLE NUMBER g ~ ~~oUlersample numbers. etc:!

q3z~ -J ,1 J X'132~-Z. I 'f472$--3 I '1'132#- i1 l X43~~-s-' I Y4'Q2~rJO { I Xt.t J2 't-Io '2 l V1-117$-/0'3 I "

'-f. ~ L.'?' -to"-( \ IX

1-/'7., 7 'f"~/o.c:; ~ )(............

~

"'-............

"-~

,

I'-.... ff,>~/P"~ ~

ld ~~7 -- /'

PV':>A ><-'-(10 'A'_ v? -- -..r--

"';',,/'0 A' "/7 .0 /F'::> r-:----..T

J, '/Pt&~, '--

~~

..............DESCRIPTION OF SHiPMENT MODE OF SHIPMENT I

PIECE(S) CONSISTING OF BOX(ES) __COMMERCIAL CARRIER" , =:R=iCOURIER__ ICE CHEST(S): OTHER

,SAMPLER CONVEYEO (SHIPpiNG DOCUMENT NUMBER)

PERSQNN~L CUSIOPV REPQRD

~~~y (sAMPL~R)DAT~ TIME ~ECEEIvi:: b BV - REASbt-,!:FO'R C:HAN:GE OFClJS>tODY

o//~: t1~:'O f~ ne;ftPr"f'~ lP7J-SEALEp __ U_NSE~LED* ..., SE>\LED UNSEALED r

REUNQU'I5HEO BY DATE TIME RECEIVEO 'BY REA$ON f:'OR CHANGE OF CUSTODy

-'SEALED . LJNSt.::A,L,EP r ""SEAL~D UNSEAI,ED rRELiNQUISHED BY DATE TIME RECEIVED BY REASON FOR CHANGE OF CUSTODY

-lsEAL~D U~S.EALEpr hSEALED UNSEALEDr

7-EPA~9262(Revlsed5/85') *u.s. GPO; 2902-756-917'40053

Page 148: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4328 Sample Number: 1 QC Code:_ Matrix: Air Tag 10: 4328-1-_

Project IO: DS07ES Project Manager: DeAndre SingletaryProject Oesc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: 07ESCLEBURN STREET WELL - 1 HR MARTINIZING GW Site IO: 07ES Site au: 02RESORATION

Latitude:

Longitude:

Expected Cone: Medium (or Circle One:

Location Oesc: Air sample S'V!3- - 8External Sample Number:

LOW(~m High)

Sample Collection: Start:

End:

Date

~!JJ!!ftL;!fI_tJ1

Time(24 hr)

q :1Y1-:3t'

Laboratory Analyses:Container Preservative

1 - 400mL Canister None

Sample Comments:

(N/A)

Holding Time60 Days

Analysis

1 VOCs in Air at Source Levels by GC/MS

#hauif 27

{ (

5'h(P'r- - {i~-t~Vl~< bti9 tJ 1( l-/y<.-.

Sample Collected By:~,r1 of 1

Page 149: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4328 Sample Number: 2 QCCode: _ Matrix: Air Tag 10: 4328-2-_

Project 10: DS07ES Project Manager: DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: Grandlsland State: NebraskaProgram: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site 10: 07ES Site au:. 02RESORATION

Time(24 hr)

Laboratory Analyses:Container Preservative

1 - 400mL Canister Nooe

Sample Comments:

(N/A)

Hol~ingTime

60 Days.

Analysis

1 VOCs in Air at Source Levels by GCjMS

{A~<" 'irnrf: 1...7 II lit­tit /AJ-t 6.nJ; 6" f1;i:-

Sample Collected By: BM

1 of 1

Page 150: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4328 Sample Number: 3 QC Code: _ Matrix: Air . Tag 10: 4328-3-_

Project 10: DSOlES Project Manager: DeAndre SingletaryProject Oesc: Cleburn Street Well LTRA

City:· Grand Island State: NebraskaProgram: Superfund·

Site Name: alES CLEBURN STREET WELL - lHR MARTINIZING GW Site 10: alES Site au: 02 .RESORATION

Location Oesc: Air sample svt~L

Expected Conc: Medium (or Circle One:

Latitude:

Longitude:

External Sample Number:

Low Medium~ .Date

Sample Collection: Start: . 'i..J['f;.!! .End: 'LlfJ~'l

Time(24 hr)

611J: 53~:S-!

Laboratory Analyses:Container Preservative

1 - 400mL Canister None

Sample Comments:

(N/A)

Holding Time

60 Days

Analysis

1 VOCs in Air at Sour:ce Levels by GC/MS

btl&lt., 'far'!' c 21,5

f allf -( /i:J1J. =- tP' I

Sample Collected By: BM

1 of 1

Page 151: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4328 Sample Number: 4 QC Code: _ Matrix: Air Tag ID: 4328-4-_

Project ID: DS07ES Project Manager: DeAndre Singletary .Project Desc: Cleburn Street Well LTRA

City: . Grand Island State: NebraskaProgram: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site au: 02RESORATION

Date

LtLPf'Lt!J1kr

Time(24 hr)

{Oo Do_0-{Ooer

. Laboratory Analyses:Cont'ainer Preservative

1 - 400mL Canister Non~

Hording Time

60 Days

Analysis

. 1 VOCs in Air at Source Levels by GC/MS

Sample Comments:

(N/A)

Sample Collected ay: 13M

1 Df 1

Page 152: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City,KS

ASR Number: 4328 Sample Number: 5 QC Code: _ Matrix: Air Tag 10: 4328-5-_

Project ID: DS07ES Project Manager: DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: 07ES CLEBURNSTREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site. au: 02RESORATION

Location Desc: Air sample >1//£- '1External Sample Number:

Expected Conc: Medium (or Circle One: Low ~ium High)

Latitude:

Longitude:

Sample Collection: Start:

End:

Date

(0'!fJtpf .0(Y;!1

Time(24 hr)

jt' .t?J-'-t~ ,tt-'-

. Laboratory Analyses:Container Preservative

1 - 400mL Canister None

Sample Comments:

(N/A)

Holding Time

60 Days

Analysis

1 VOCs in Air at So.urce Levels by GC/MS

Sample Collected By: BM

1 of 1

Page 153: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4328 Sample Number: 101 QC Code: _ Matrix: Air Tag 10: 4328-101-_

State: Nebraska

Project Manager: DeAndre SingletaryProject ID:Project Desc:

City:Program:

Site Name:

DSOlESCleburn Street Well LTRAGrand IslandSuperfundOlES CLEBURN STREET WELL - 1 HR MARTINIZING GWRESORATION

Site ID: OlES Site au: 02

Location Cesc: Air sample

ExpectedConc: High

Latitude:

Longitude:

External Sample Number:

(or Circle One: Low Medium High)

Sample Collection: Start:

End:

Date Time(24 hr)

Laboratory Analyses:Container Preservative

1 - 400mL Canister None

S;lmple Comments:

(N/A)

"aiding Time

60 Days

Analysis

2 VOCS in Air at Source Levels .by GC/MS

GCJ..v\$~ <;~A-

c,cuu~~t £I\l~ ~

Sample Collected By: BM

I' H2.{.S . ~

01

' H~

1 of 1

Page 154: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4328 Sample Number: 102 QC Code: ._ Matrix: Air Tag ID: 4328-102-_

Site ID: alES Site au: 02

State: Nebraska

Project Manager: DeAndre SingletaryProject ID:P.roject Desc:

City:Program:

Site Name:

DSOlESCleburn Street Well LTRAGrand IslandSuperfundalES CLEBURN STREET WELL - 1 HR MARTINIZING GWRESORATION

_________-lS...ll\i.!-E_~I-------------Location Desc: Air sample

External Sample Number:

Expected Conc: High

Latitude:

Longitude:

(or Circle One: Low Medium High)

Sample Collection: Start:

End:

Date

..'1J~-1-1_.

Time(24 hr)

Q]:'GO

Q]:5/-

Laboratory Analyses:Container Preservative

1- 400mL Canister None

Holding Time

60 Days

Analysis

2VOCs in Air at Source Levels by GC/MS

Sample Comments:

(N/A)

17. Sl\ H~

Oil I-\~

Sample Collected By: BM

1 of 1

Page 155: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4328 Sample Number: 103 QC Code~ _ Matrix: Air Tag ID: 4328-103-_

State: Nebraska

Project Manager: DeAndre SingletaryProject ID:Project Desc:

City:Program:

Site Name:

DSOlESCleburn Street Well LTRAGrand IslandSuperfundOlES CLEBURN STREET WELL - 1 HR MARTINIZING GWRESORATION

-,--__~_~__~S""_~£ ,..,.LLocation Desc: Air sample

Site 10: OlES Site au: 02

Expected Conc: High

Latitude:

Longitude:

External Sample Number:

(or Circle One: Low Medium High)

Sample Collection: Start:

End:

Date Time{24hr)

CJ7:5..3:-'-

Laboratory Analyses:Container Preservative

1·~ 400mL Canister . None

Sample Comments:

(NjA)

Holding Time

60 Days

Analysis

2 VOCs in Air at $ource Levels by GC/MS

G~~ S4'Vf-=­

GC\-~ CL bill cA- -

Sample Collected By: BM

f I1-7.S Hj

() Ir H~

1 of 1

Page 156: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4328 Sample Number: 104 QC Code: _ Matrix: Air Tag ID: 4328-104-_

State: Nebraska

Project Manager: DeAndre SingletaryProject ID:Project Desc:

City:Program:

Site Name:

DS07ESCleburn Street Well LTRAGrand IslandSuperfund07ES CLEBURN STREET WELL - 1 HR MARTINIZING GWRE.SORATION

Site ID: 07ES Site au: 02

Location Desc: Air sample

Expected Cone: High

Latitlide:

Longitude:

External Sample Number:

(or Circle One: Low Medium High)

Sample Collection: Start:

End:

Date Time(24 hr)

O~rI)·

t1cUl

Laboratory Analyses:Container Preservative

1 - 400mL Canister None

Sample Comments:

(N/A) .

Holding TIme

60 D~ys

Analysis

2 VOCs in Air at Source Levels by GC/MS

b-~e 5kv+-~­

Gxh~3·~ £~)-;;

Sample Collected By: BM

1 of 1

Page 157: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4328 Sample Number: 105 QC Code: _ Matrix: Air Tag ID: 4328-105-_

State: Nebraska

Project Manager: DeAndre SingletaryProject ID:Project Desc:

City:Program:

Site Name:

DS07ESCleburn Street Well LTRAGrand IslandSuperfund07ES.CLEBURN STREET WELL - 1. HR MARTINIZIN.G GWRESORATION .

Site ID:07ES Site au: 02

Location Desc: Air sample

Expected Cone: High

Latitude:

. Longitude:

External Sample Number:

(or Circle One: Low Medium High)

Sample Collection: Start:

End:

Date Time(24 hr)

OCo5Q$:Oe;,

Laboratory Analyses:C·ontainer Preservative·

1 - 400mL Canister None

Sample .Comments:

(N/A)

Holding Time

60 Days

Analysis2 VOCs in Air at Source Levels by GCjMS

~~ 5~vf-~

~~ E-»J--::::-

. Sample Collected By: BM

1 of 1

L 7,511 H~

.~r;r6- DO Hj

Page 158: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

/1../

-

.

RECEIVING· LABORATORYREMARI:<SIOTI:lERINFORMATION

(CQrldilion ot~arnple$ upon receipt.other. sample numbers. -etc.)

.

9~b~W COLLECTION HEEAY ~TH ~tR 7 of. I

SAMPLED MEOlA

I :A}(

I IX, I~) It

(x\ X

. ) j.~ \I) )(

'xy

\ XXI~

X\ X\ t<

'/

~-/' -'

NAME OF SURVEY OR.ACTIVITYCf <l?hu;/J1 Wi>tl -;;; j .p.

CHAIN OF CUSTODY.RECORDENVIRONMENTAUPROTECTIONAGENCY REGION VII

LtJ 1/ Vee i/::u..sTYPE OF CONTAINERS . .A....

CUBiTAiNER BOi'lli aomr .iOTIi:E ~~E~~A)NUMBERS OF CQNTAINEASPER SAMPLE NUMBEFl

SAMPLENUMBER

A~IVIT)' LEADER(Print)jj('"/ftlltJ/j/I..p -;;iW.:/.p ftrjl>../

4336' J51-f{~

/'/)

CONTENTS OF SHIPMENT f

433(,,- \\7.f\J

i'r~?h- \ \£...

>

• ~J36·-!IJ3• 4l":fb-Ib3- f!b

Ii~~Co- /'0'-/

•• 14Ht-ie/-~

t'?£"'~ 102.-

DESCRIPTION OF SHIPMENT

. I PIECE(S) CONSISTING OF BOX(ES)

., LICE CHEST(S): OTHER __-,.- _

MODE OF SHIPMENT

-l-COMMERCIAL CA.RRIER:_-I-fi.c..ma..JI2~7Y~ _, I

===.•~~~~~~~ CONVEYED ~©!~Nt~~~uffs*,PERSONNEL CUSTODY RECORD

REASON FOR CHANGE OF CUSTODY

UNSEALED r 11t/ ff?'/1p________RELlNQiJISHEDBV 0 TE TIME RECEIVED BY REASON FOR CHANGE OF CUSTODY

. ..., SEALED UNSEALED rRELINQUISHEOBY DATE TIME

-'SEALEDRECEIVED BY

UNSEALED rREASON FOR CHANGE OF CUSTODY

hSEALED UNSEALED! hSEALED UNSEALEOr

7-EPA-9262(Revlsed 5/85) ·U.S. GPO: 2002·756-917/40053

Page 159: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

'CHAINOF'CUSTODY,REIilDRD'ENVIRONMENTALPROTECTlONiAGENCY REGION VII

'NAMEiOF:SUHVEYORiACTIVITY(;/-ebu v/1 W~{J' 4M ~

DATE'DF.CDt~mTION

'DAY .MONTH WEAR l i,a! I I,t r: ~

CONTENTS'OF SHIPMENT F

.t

'RECEIVING~MaOfl.ATOFlV

REMARKSIOTHER,'INFORMATlON, (conditiOrnjof:;satllpl~s',l,IpOnrecelpl.

:-'Other~sample: Ilumbets ,~'IM,)

....

..:L Xi2..- 'XiI xi,,I J(, ,X} XI

'< xi, X

I J4~ .)

\ )4

.,I

,],

~ 71

VOA'SET ' :'.;,.... ~ 'other

!--,C,::UB.::HA.::lN",';;,R~: =BO:;,:TI;,:l;;,'",:~~",;;eB;on:::.;;;(E=~,,:B::::on~L~E=~12,:,:VIA:::L::'SEA~·!..il1 ' ,~~:.: '~1,·.-,!I!._ "",i~.•.:: )NUMBERS'OFCONTA'INERS':P'ERSAMPlE'NUMBER ". -~, "'= _,

S'AMPLE:NUMBER

DtSll'liIPIHiNCiFSHIPMENT

{1-~--~~--+-~t---'l---+---t-'H-4--+--4------------;I

• 433b~g-A4

e 4336 - I - r:,J-1 '1~<r,,-z.

oj '-!~q&, """"F,Qv 111 ~")C,- :3"I '-t~J.(i, -'1-j ~-S'3G> - e;01~~2L''1=.:'3...Io_-":::(;,":---+---+_-+_~+-_-+-~fH+Hf--.--_- ---!l'

~'3>'3~-"1,

__ PIECE(S) CONSISTING DF~,~~~' 'BOX(ES)

__ ICE CHEST(Sj: OTHER ~~~__

·~COMMERCIALCARRIER:_~ ~_

. '. •. COll'RIER

-L-SAMPtER'CbNVEYED,. ~_. ..~ ..,._- ... - ...._-~-

'j:fe:cfEI'·'iE"b'sv

.

-TrME

.1

g""StoA"g"CT'-EPA:':9262(ReviSed 5/85)

Page 160: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

CHAIN OF CUSTODY RECORDENVIRONMENTAL PROTECTION AGENCY REGION VII

CONTENTS OF SHIPME'NT /

INAME OF SURVEY OR ACTIVIT~ \("J P\'W-.' S+. \,)p) I

DATE OF COLLECTION HE\ of J

SAMPLENUMBER

• '1.3~-ttJ

~ 3'<C,-ll1r'• L:t33lo- It"\

q 3 3(;::d'Zo

· "11-:SID- /ItO JOt

t..t 3')fd'2...1

TYPE OF CONTAINERS

-- I VOASETGUBITAINER BOTTLE BOTTLE BOnLE~IALS EA)

NUMBERS OF CONTAINERS-PER SAMPLE NUMBER "1

\\\

I

J

I\

SAMPLED MEOlA~ other

li''''5~~.. ~

fIx

xXxx

RECEIVING LABOR,AlORYREMARKS/QTHER INFORMATION(colldition ()lsampl~s upon receipt.

other sam'plenumbers. elc.)

~ 1.3.30'"~I-j '3'Oro'" [1.'5

, I1t?,%..- IVa/.4-:2,':l[" - 1"2,1

\t\ 'X\ IIX

DESCRIPTION OF SHIPMENT

I

.

MODE OF SHIPMENT

(SHIPPING DOCUMENT NUMBER)

~_PIECE(S) CONSiSTING OF BOX(ES)

~_ICE CHEST(S): OTHER: _

__COMMERCIAL CARRIER: _

-..;rCOURIER~SAMPLERCONVEYED

FH::uNfQl:f1SH'Ebl3Y bATE. I TIME

I SEALED

TlMEnEUN~$HEbB'Y(SAMPL'E;R) DATE

-, ~_EI!f UNSEALEO'!t t;/;J/p{.

'SEALED UNSEALEDr"'RELINQUISHED BV DATE TIME

ISEBLEDREASON FOR CHANGE OF CUSTODY'

hSEALEO UNSEALEDr

7~EPA-9262(ReV1Sed5/85.) ·U.S. GPO: 2002-756-917/40053

Page 161: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 1 QC COde:fe Matrix: Water Tag 10: 4336-1-Eb

Project 10:·Project Oesc:

(;ity:Program:

Site Name:

Location Desc:

DS07ES Project Manager: DeAndre SingletaryCleburn Street Well LTRAGrand Island State: NebraskaSuperfund07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site au: 02RESORATION

Expected Conc:

Latitude:

Longitude:

. External Sample Number:

(or Circle on@edium High) .

_ _ _ Sample Collection: Start:

End:

Date

'l/}./!!J---f---f_

Time(24 hr)

IS: ti~

Laboratory Analyses:Container Preservative

2 - 40mL VOA vial

Sample Comments:

(N/A)

4 Deg C, HCL to pH<2

Holding Time

14 Days

Analysis

1 VOCs in Water by GC/MS

5&111 PI (" fJr..e IJn f'.e',{ /bI

t DIt U I/l 1'1 f'v fl-slL ~/ '.

Sample Collected By: BM

'116-'£ U)"...,{,r,t 'N" 5UI''1'/,'Pd

f!JIB

1 of 1

Page 162: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 2 QC Code: _ Matrix: Water Tag 10: 4336-2-_

project 10: DS07ES Project Manaser: DeAndre SingletaryProject Oesc: Cleburn Street Well LTRA

City: Grand IslandState: NebraskaProgram: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site 10: 07ES Site au: 02RESORATION .

E W~ ,

Location Oesc:

External Sample NUmber:

Expected Conc:

Latitude:

Longitude:

(or Circle One: Low Medium High)

Sample Collection: Start: .

End:

Date .Time(24 hr)

W:H

-'-

Laboratory Analyses:Container , Preservative

2 - 40mL VOA vial

Sample Comments:

(N/A)

4 Deg C, HCL to pH<2

Holding Time

14 Days

Analysis

1 VOCsin Water by GC/MS

Sample Collected By: BM

1 of 1

Page 163: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

ASRNumber: 4336

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

Sample Number:~ QC Code: ;:1/ Matrix: Water Tag ID: 4336-~-Fj)PrOject ID: DS07ES Project Manager: DeAndre Singletary

Project Desc: Cleburn Street Well LTRACity: Grand Island State: Nebraska

Program: SuperfundSite Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site au: 02

RESORATION_______~--~Dt.pl/cate ut=-E" W -1Location Desc:

External Sample Number:

Expected Conc:

Latitude:

Longitude:

(or Circle One: Low Medium High)

Sample Collection: Start:

End:

Date Time(24 hr)

Laboratory Analyses:Container Preservative

2 - 40mL VOA vial . 4 Deg C, HCL to pH<2

Holding Time

14 Days

Analysis

1 VOCs in Water by GC/MS

Sample Comments:

(N/A)

Sample Collected By: BM

1 of 1

Page 164: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 3 QC Code:_ Matrix: Water Tag ID: 4336-3-_.

Project ID: DS07ES Project Manager: DeAnqre SingletaryProject Desc: Cleburn Street Well .LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site au: 02. RESORATION

EW-L--

Location Desc:

External Sample Number:

Expected Cone:

Latitude:

Longitude:

(or Circle One: Low Medium High)

Sample Collection: Start:

End:

Date Time(24 hr)

,-'-

Laboratory Analyses: .Container Preservative

2 - 40mL VOA vial

Sample Comments:

(N/A)

4 Deg C, HCL to pH<2

Holding Time

14 Days

Analysis.

1 VOCs in Water by GC/MS

J-eMf' 1>.13 °C

ptt ,,·':51C-oN~ 6£>5 ./ft.,sfuM

\vs"=>D.D -J\IT4

Sample Collected By: BM

1 of 1

Page 165: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample CoUeetionField Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 4 QC Code: _.. Matrix: Water Tag ID: 4336-4-_

Project ID: DS07ES Project Manager: DeAndre Singtetaryproject Desc:: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site 10: 07ES Site au: 02RESORATION

Location Desc: f 1./- 3

External Sample Number:

Expected Conc:

Latitude:

Longitude:

(or Circle One: Low Medium High)

Sample Collection: Start:

End:

Date Time{24 hr)

-"-

. Laboratory Analyses:Container Preservative

2 - 40mL VOA vial

Sample Comments:

(N/A)

4 Deg C; HCL to pH<2

Holding Time

14 Days

Analysis

1 VOCs in Water by GC/MS

J~vY\.f' lL.j.~ ~c

15M G,~, -c.eN~ C:zl.\~ - tJ"Jlcf'v)

l\,I.{b <!2.:D JV,,\

Sample Collected 8y: BM

lof 1

Page 166: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 5 QC Code: _ Matrix: Water Til9 10: 4336-5-_.

Project 10: DSOlES Project Manager: DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: OlES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site 10: OlES Site au: 02RESORATION

External Sample Number:

Expected Cone:

Latitude:

Longitude:

(or Circle One: Low Medium High) Date

Sample Collection: Start: .!::ifJ5I~End: . -1-1_.

Time(24 hr)

'w:3fJ

-'-

Laboratory Analyses:Container' Preservative

2- 40mL VOA vial 4 Deg C, HCL to pH<2

Holding Time

14 Days

Anal~is

1 VOCs in Water by GC/MS

Sample Comments:

(N/A)

.h. '4.~ °L

.~1?b"2- /JJJ!C'M

().O .N't\\

Sample Collected By: BM

1 of 1

Page 167: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

/ASR Number: 4336 Sam'ple Number: 6 QC Code:_ Matrix: Water Tag ID: 4336-6-_

State: Nebraska

Project Manager: DeAndre SingletaryProject ID: DS07ESProject Desc: Cleburn Street Well LTRA

City: Grand IslandProgram: Superfund

Site Name: . 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GWRESORATION

_____~-----.,.-'--------.,._--'iJ'1\'__'.'-"W"------llo'?- Af\Location Desc:

External Sample Number:

Site ID; 07ES Site OU: 02 .

ExpectedConc:

Latitude:

Longitude:

(or Circle One: LoW Medium High)

Sample Collection: Start:

. En.d:

Date Time(24 hr}

1l-:9S-'-

Laboratory Analyses:-Container Preservative

2 - 40mL VQA vial

Sample Comments:

(N/A)

4 Deg C, ,"CLto pH<2

Holding Time

14 Days.

Analysis

1 vacs in Water by GC/MS

~f'\r I~.bvr "c

p~G,.'{l

CON~'f)lO \AS(C-t""I

\W'h\.. (., NI\..X.

Sample Collected By: BM

1 of 1

I

Page 168: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 7 QCCode:'::'" Matrix: 'Water Tag ID: 4336-7-_

Project ID: DS07ES Project Manager: DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: 07ES CLEBURN STREET WELL - ,1 HR MARTINIZING GW Site ID: 07ES Site au: 02RESORATION

__~ ~ --LJ1N.l!JA)' \02.'&& .

Location Desc:

External Sample Number:

ExpectedConc:

Latitude:

Longitude:

(or Circle One: Low Medium High)

Sample Collection:. Start:

End:

Date

-.!j;&o'1

-l-l_

Time(24 hr)

J)!L?

Laboratory Analyses:Container Preservative

2 - 40mL VOA vial 4 Deg C, HCL to pH<2

Sample Comments: .

. eN/A)

Holding Time

14 Days

Analysis

1 VOCs in Water by GC/MS

1e,....... \"

'\>11

C~

·/5,3'"'/

Sample Collected By: BM

rv1iA.

1 of 1

Page 169: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 8 . QC Code: = Matrix: Water Tag ID: 4336-8-_

Project ID: DS07ES Project Manager: DeAndre SingletaryProject Desc: C1eburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: 07ESCLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site au: 02RESORATION

Location Desc:

(or Cir(:leOne:Expected Cone:

Latitude:

Longitude:

External Sample Number:

Low Medium~

Sample Collection: Start:

End:

Date Time(24 hr)

\e :tt5

-'-

LabOratory Analyses:Container Preservative

2 - 40mL VOA vi.al . 4 Deg (:, H(:L to pH<2

Sample Comments:

(N/A)

Sample Collected By: BM

Holding Time

14 Days

1 of 1

Analysis

1 VOCs in Water by GC/MS

Page 170: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 9 QC Code:_ Matrix: Water Tag ID: 4336-9-_.

Project ID: DS07ES Project Manager: DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU:02RESORATION (Q:> .

'Jfl,' ull > '2:~ 1\1 \,J - 12- A-

Location Desc:

Longitude:· _

(or Circle One:Expected Conc:

Latitude:

External Sample Number:

Low Medium@1

Sample Collection: Start:

End:

Date Time(24 hr)

""2J):Q5

-'-

Laboratory Analyses:Container Preservative"

2 - 40mL VOA vial

Sample Comments:

(N/A)

4 Deg C, HCL to pH<2

Holding Time

14 Days

Analysis

1 VOCs in Water by GCjMS

T~p 1L.(.ol "c-·Cc~· Lool ~s(,V"\-f ll _&.l1..-

.~ < \~,S

Sample ,Collected By: BM

1 of 1

Page 171: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 13 QC Code: FB Matrix: Water Tag ID: 4336-13-FB

Project ID: DS07ES Project Manager: DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: 07ESCLEBURN STREET WELL - 1 HR MARTINIZING GW SiteID: 07ES . Site au: 02RESORATION

Location Desc: Routine VOA Trip Blank sample

Expected Cone:

Latitude:

Longitude:

External Sample Number:

(or Circle one:. @Medium High)

Sample Collection: Start:

End:

Date

1.1lLJ()/__1.-.1_

Time(24 hr)

IL: 20

-'-

Laboratory Analyses:Container Preservative

2 - 40mL VOA vial 4 Deg C, HCL to pH<2

Sample. Comments:

(N/A)

Holding Time

14. Days

Analysis

1 VOCs in Water by GCjMS

Sample Collected By: BM

1 of 1

Page 172: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EP.A Region 7Kansas City, KS

ASR Number: 4336 . Sample Number: 101 QC Code: ff) Matrix: Water Tag ID: 4336-101-Ft:;

Project ID: DS07ES Project Manager: DeAndre SingletaryProject D~sc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site au: 02RESORATION

Latitude:

Longitude:

Expected Conc:

Location Desc: LDL VOA sample f/'f' S.py01/.'/-f 1!>/(/11 c..

External Sample Number:

(or Circle One: GI Medium High) .

_ _ _ Sample Collection: Start:

End:

Date

'tA3I01-..i-..i_

Time(24hr)

11: Co

-'-

Laboratory Analyses:Container Preservative

4 - 40mL VOA vial

Sample Comments:

(N/A)

4 Deg C, HCL topH<2

Holding Time

14 Days

_AnCl!lysis

1 VOCs in Water by GC/MS for Low Detection Limits

froe 9P/t/pjiV..., 1~/4i1li' />/'I'? lotfl-M )f;y IIt: t U5- 't,....

PJ.~£tJ'/ 5-t./fPJ/~J )}'I Of"H vtrvf""p#$ll!p g$/6

Sample Collected By: BM

1 of 1

Page 173: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 102 QC Code: _ Matrix: Water Tag 10: 4336-102-_.

. Project 10: DS07ES Project Manager: DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: O~ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02RESORATION

Location Desc: LDL VOA sample

ExpectedCone:

Latitude:

Longitude:

(or Circle One:

External Sample Number:

S Medium High)

Sample Collection: Start:

End:

/

Date

~Ji;f1--1--1-

Time(24 hr)

J() :.Q..~

_0-

Laboratory Analyses:'Container Preservative

4 ~ 40mL VOA vial

Sample Comments:

(N/A)

4 Deg C, HCL to pH<2

Holding Time

14 Days

Analysis

1 VOCs in. Water by GC/MS ,for LOw Detection Limits

Sample Collected By: BM

1 of 1

Page 174: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 103 QC Code: _ Matrix: Water Tag ID: 4336-103-_

Project ID: DS07ES Pr9ject Manager: DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR M'ARTINIZING GW Site ID: 07ES Site OU: 02RESORATION

Location Desc: LDL VOA sample

Expected Cone:

Latitude:

Longitude:

(or Circle One:

External Sample Number:

G Medium High) .

Sample Collection: Start:

End:

Date Time(24 hr)

Laboratory Analyses:Container Preserv.ative

4 - 40mL VOA vial

.Sample Comments:

(N/A)

4 beg C, HCL to pH<2

Holding Time

14 Days

Analysis

1 VOCS in Water by GCjMS for Low Detection Limits

Sample Collected By: BM

1 of 1

Page 175: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental
Page 176: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 104 QC Code:_ Matrix: Water Tag ID: 4336-104-_

Project ID: DS07ES Project Manager: DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Nal11e: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site au: 02RESORATION

Latitude:

Longitude: -'-

Time(24 hr)Date

!-ocation Desc: LDL VOA sample .All W'" .f I k3External Sample Number:

(or Circle One: @Medium High)

_ _ _ Sample Collection: Start:

End:

Expected Cone:

.Laboratory Analyses:Container Preservative

4 - 40mL VOA vial· 4 Deg C, HCL to pH<Z

Holding Time

14 Days

Analysis

1 VOCs in Water by GC/MS for Low Detection Limits

Sample Comments:

(N/A)

Tetl1P

{cnl

PIf

(}6

" ~/CI1J

Sample Collected By: 8M

1 of 1

Page 177: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 105 QC Code: -=- Matrix: Water Tag 10: 4336-105-_

ProjeetlO: DSOlES Project Manager: DeAndre SingletaryProject Oesc: Cieburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: OlES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site 10: OlES Site au: 02RESORATION

LocationOesc: LDL VOA sample

ExpectedConc:

Latitude:

Longitude:

External Sample Number:

(or Circle One: ~Medium High)

Sample Collection: Start:

End:

Date Time(24 hr)

-'-

. Laboratory Analyses:Container Preservative

4 - 40mL VOA vial

Sample Comments:

(N/A)

4 Deg C, HCLto pH<2

Holding Time

14 Days

Analysis

1 VOCs in Water by GC/MS for Low Detection Limits

J.OL-

Sample Collected By: BM

1 of 1·

Page 178: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7. Kansas City, KS

ASR Number: 4336 Sample Number: 106 QC Code: _ Matrix: Water Tag ID: 4336-106-_

Project ID: DSOlES Project Manager: DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: OlES CLEBURN STREET WELL - 1 H.R MARTINIZING GW Site ID: OlES Site au: 02RESORATION

/w-v~ 107 A-ttL.ocation Desc: LDL VOA sample

Expected Cone:

Latitude:

Longitude:

(or Circle One:

External Sample Number:

@ Medium High)

Sample Collection: Start:

End:

Date

!iJt:jJt8--l--l_

Time(24 hr)

-'-

Laboratory Analyses:Container Preservative

4 - 40mL VOA vial

Sample Comments:

(NjA)

4 Dege, HCL to pH<2

Holding Time14 Days

Analysis

1 VOCs in Water by GC/MS for Low Detection Limits

Ie",\" 1l.'1L.f0c.

r \--\ 7,1-1-

(.,o>J~ ]pf:,O ~5/,1"J

Tw'b _ '2-0 .vnA

Sample Collected By: BM

1 of 1

Page 179: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 107 QCCode:_ Matrix: Water Tag ID: 4336-107-_

ProjectID: DS07ES Project Manager: DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site au: 02RESORATION

Location Desc: LDL VOA sample

Expected Cone:

Latitude:

Longitude:

E~al Sample Number:

(or Circle One: ~ Medium High) .

_ _ _ Sample Collection: Start:

End:

Date Time(24 hr)

Laboratory Analyses:Container Preservative

4 - 40mL VQA vial 4 Deg C, HCL to pH<2

Holding Time

14 Days

Analysis

1 VOCs in Water by GC/MS'for Low Oetecti.on Limits

Sample Comments:

(N/A)

\6·C\ 7.-0

I EV"'Ii' C

p~ ...1.':(0

G>",~ - H5d ~fa")

Tw\, \\i:t r\l\u..

Sample Collected By: BM .

1 of 1

Page 180: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

i

ASR Number: 4336 Sample Number: 108 QC Code::::- Matrix: Water Tag ID: 4336-108-_·.

Project·ID: DS07ES Project Manager: DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: .Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site au: 02RESORATION

flAW -1~3 ?;B'---'-----------_Location Desc: LDL VOA sample

Expected Cone:

Latitude:

Longitude:

(or Circle One:

External Sample Number:

@9 Medium High)

Sample Collection: Start:

End:

Date Time(24 hr)

b:!iD

Laboratory Analyses:Con,tainer Preservative

4 - 40mL Vo.A vial

Sample Comments:

(N/A)

4 Deg C, HCLto pH<2

Holding Time

14 Days

Analysis

1 VOCs in Water by GCjMS for Low Detection Limits

16.5 c>Of:.-

l~?\-\. f,?.Jo

[o"l~ 8'33 \>vslu")

iw\' So ,1..- N"\

Sample Collected By: BM

1 of 1

Page 181: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas, City, KS

ASR Number: 4336 Sample Number: 109 QC Code: = Matrix: Water Tag ID: 4336-109-_

Project ID: DSOlES Project Manager: DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

, Site Name: OlES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: OlES Site au: 02RESORAtION

Location Desc: LDL VOA sample

Expected Cone:

Latitude:

Longitude:

(or Circle One:

External Sample Number:

G Medium High)

Sample Collection: Start:

End:

Date Time(24 hr)

-'-

Laboratory Analyses:Container Preservative

4 - 40mL VOA vial

Sample Comments:

(N/A)

4 Deg C, HCL to pH<2

Holding Time

14 Days

Analysis

1 VOCs in Water by GC/MS for Low Detection Limits

"1[1110'\~

Tew.p ~ 6./'-1

pH T3'1U>f\J~ t5.9.")

%.-1'0' 3<;:)· 2

Sample Collected By: BM

1 of 1

Page 182: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 110 QC Code: =: Matrix: Water Tag ID: 4336"110-_

Project ID: DS07ES Project Manager: DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02RESORATION

\'1\w.., \ol?>Location Desc: LDL VOA sample

Expected Conc:

Latitude:

Longitude:

External Sample Number:

(or Circle one~Medium High)

_ __ __ Sample Collection: Start:

End:

Date Time{24 hr)

Laboratory Analyses:Container Preservative

4 - 40mL VOA vial 4 Deg C, HCL to pH<2

.Holding Time

14 Days

Analysis

1 VOCs in Water by GCjMS for Low Detection Limits

Sample Comments: .

(N/A)

TeY"\'p I~.I-{< °C

? ~ -=0:1----LO"l~~ \J.,s/u"Y\

Iv...('o.~ AllY

Sample Collected By: BM

1 of 1

Page 183: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 111 QC Code: --- Matrix: Water Tag ID: 4336-111-_

Project ID:Project Desc:

City:Program:

. Site Name:

DS07ES Project Manager: DeAndre SingletaryCleburn Street Well LTRAGrand Island State: NebraskaSuperfund07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02RESORATION

Location Desc: LDL VOA sample

External Sample Number:

Expected Conc:

Latitude:

Longitude:

(or Circle One: .~. Medium High)

Sample Collection: Start:

End:

Date Time(24 hr)

Laboratory Analyses:Container Preservative

4 - 40mL VOA vial

Sample Comments:

(N/A)

4 Deg C, HCLto pH<2

Holding Time

14 Days

Analysis

1 VOCs in Water by GCjMS for Low Detection Limits

\~r 13,~q

i't1 ~. S'i(

CO ('{ ~ ~Soi->-__

~5{

Sample Collected By: BM

1 of 1

Page 184: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 112 QC Code: _ Matrix: Water TagID: 4336-112-_

Project ID: DSOlES Project Manager: DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgr,am: Superfund

Site Name: OlES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: OlES Site au: 02RESORATION

Location Desc: LDL VOA sample

Expected Cone:

Latitude:

Longitude:

External Sample Number:

(or Circle One:,e Medium High)

Sample Collection: Start:

End:

Date Time(24 hr)

~:'3o

-"-

Laboratory Analyses:Container Preservative

4 - 40mL VOA vial

Sample Comments:

(N/A)

4 Deg C, HCL to pH<2'

Holding Time

14 Days

Analysis

1 VOCs in Water by GC/MS for Low Detection Limits

1t;Te¥'\P ~ po,\

pH ~3

CON<\. ~I\.:;...'?""--__

lv./n G3-5

Sample Collected By: BM

1 Df 1

Page 185: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

1I1- .. 11"LASR Number: 4336 Sample Number: +3+ QCCode:FD Matrix: Water Tag ID: 4336-H+< Fb

Site au: 02

State: Nebraska

Project Manager: DeAndre SingletaryProject ID:Project Desc:

City:Program:

Site Name:

DS07ESCleburn Street Well LTRAGrand IslandSuperfund07ES CLEBURN STREET WELL - 1 HR MAR.TINIZING GW Site ID: 07ESRESORATION . \' 1 _

___~ _J",DA.L\.~'--'=of~----'-M....\AJ-,)-.-.:.J~B'---'-----~-Location Desc: LDL VOA sample

Expected Conc:

Latitude:

. Longitude:

Exter~amPI.eNumber:

(or Circle One:e Medium High)

_ _ _ Sample Collection: Start:

End:

Date Time(24 or)

-'-

Laboratory Analyses:Container preservative

4 - 40mL VOA vial 4 Deg C, HCL to pH<2

Holding.Time

14 Days

Analysis

1 VOCs in Water by GC/MS for Low Detection Limits

Sample Comments:

(N/A)

CJ(TetVIf -.Jlw'1,....:-7'\-I-_f'H (0.5 3

c0 "'~ ...~I..J...l:.,:\«'::....---­

Tw'o 23~

Sample Collected By: BM

1 of 1

Page 186: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 113 QC Code: ~ Matrix: Water TagID: 4336-113-_

Project ID: DS07ES Project Manager: DeAndre Singletary,Project Desc: Clebum Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site au: 02RESORATION

MW ~Io'i A-kLocation Desc: . LDL VOA sample

Expected Conc:

Latitude:

Longitude:

External Sample Number:

(or Circle One: @Medium High)

_ _ _ Sample Collection: Start:

End:

Date Time(24 hr)

ILlS-'-

Laboratory Analyses:Container Preservative

4 - 40mL VOA vial

Sample Comments:

(N/A)

4 Deg C, HCL to pH<2

Holding Time

14 Days

Analysis

-1 VOCs' in Water by GC/MS for Low Detection Lin:'its

1e..-V't\P

pHCON~

.'T'V..ib

Sample Collecte.d By: BM

1 of 1

Page 187: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number:, 114 QC Code: ~ Matrix: Water Tag 10: 4336-114-_

Project Manager: DeAndre Singletary

Site au: 02

State: Nebraska

C Je,"bv.,uv U eJ \

DS07ESCleburn Street Well LTRAGrand IslandSuperfund07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW SiteID: 07ESRESORATION

Project 10:Project Desc:

City:Program:

Site Name:

Location Desc: LDL VOA sample

(or Circle One:Expected Cone:

Latitude:

Longitude:

External Sample Number:

@Medium High)

Sample Collection: Start:

End:

Date Time(24 hr)

,-'-

Laboratory Analyses:Container Preservative

4 - 40mL VOA vial 4 Deg C, HCL to pH<2

Holding Time

14 Days

Analysis

1 VOCs in Water by GC/MS for Low Detection Limits

Sample Comments:

(N/A)

1~'"tP \~, 675pH ... (".'62­toN~ 3;.><...90",-'_T\!Jrb ' Q.Q

Sample Collected By: BM

1 of 1

Page 188: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 115 QC Code: = Matrix: Water TagID: 4336-115-_

Project ID: DSOlES Project Manager:· DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: OlES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: OlES Site au: 02RESORATION

MW- 101 - Af'Y

Location Desc: LDL VOA sample

Expected Cone:

Latitude:

Longitude:

External Sample Number:

(or Circle One: ~ Medium High)

Sample Collection: Start:

End:

Date Time(24 hr)

Laboratory Analyses:Container Preservative

4 - 40mL VOA vial

Sample Comments:

(N/A)

4 Deg C, HCL to pH<2

. Holding Time

14 Days

Analysis

1 VOCs in Water by GC/MS for Low Detection Limits

~ /'1.<; "Z- 0(..

pl-\ (,·57

(o ...~ "a''2--'Ir MS/GM

",\.Ub 2-9 /V'TI.A

Sample Collected By: BM

lofl

Page 189: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number:. 4336 Sample Number: 116 ---QC Code: _ Matrix: Water Tag ID: 4336-116-_

State: Nebraska

Project Manager: DeAndre SingletaryProject ID:Project Desc:

City:Program:

Site Name:

DSO.7ESCleburn Street Well LTRA·Grand IslandSuperfundOlES CLEBURN STREET WELL - 1 HR MARTINIZING GWRESORATION

Site ID: OlES Site OU: 02

Location Desc: LDL VOA sample

Expected Cone:

Latitude:

Longitude:

(or Circle One:

External Sample Number:

8Medium High)

Sample Collection: Start:

. End:

Date Time(24 hr)

/!i:3P

Laboratory Analyses:Container Preservative

.4 - 40mL VOA vial

Sample Comments:

(N/A)

4 Deg C, HCLto pH<2

Holding Time

14 Days

Analysis

1 VOCs in Water by GC/MS for Low Detection Limits

fJt\ei"\~ .......\5::.:,.•.:...1~__

p\-\ _ c..jlJ

lol'\~ t;~ '1..­

1\M'''D 'kJ

Sample Collected By: BM

1 of 1

Page 190: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 117 --QC Code: _ Matrix: Water Tag ID: 4336-117-_

Project ID: DS07ES Project Manager: DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: Grand Island State~ NebraskaProgram: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1. HR MARTINIZING GW Site ID: 07ES Site OU: 02RESORATION

Location Desc: LDL VOA sample

(or Circle One:Expected Cone:

Latitude:

Longitude:

External Sample Number:

~Medium' High)

Sample Collection: Start:

End:

Date

1J15I~~LJ_·

Time(24 hr)

-'-

Laboratory Analyses:Container Preservative

4 - 40mL VOA vial

Sample Comments:

(N/A)

4 Oeg C, HCL to pH<2

Holding Time

14 Days

Analysis.

1 VOCs 'in Water by G~/MS for Low Detection Limits

k:V"\f J5.0~ _OC

rll ~,'i5·

.JA,S /c'1'0CJ>N0.. 165

I\A.''D ZT55 N'1"U..

Sample Collected By: BM

1 of 1

Page 191: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 118 QC Code: .:::: Matrix: Water Tag ID: 4336-118-_

Project ID: DS07ES Project Manager: DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02RESORATION

Location Desc: LDLVOA sample

External Sample Number:

Expected Cone:

Latitude:

Longitude:

(or Circle One: Low Medium High)

sample Collection: Start:

End:

Date Time(24 hr}

-'-.

Laboratory Analyses:COr'tairier Preservative

4 - 40mL VOA vial 4 Deg C, HCL to pH<2

Holding Time

14 _oys

Analysis

1 vecs in Woter Ity GC/MS for Low Detecti." Limits

. Sample Comments: .

(N/A)

Sample Collected By: BM

\lS!<-MNT'A...

1 of 1

Page 192: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 119 ---QC Code:_. Matrix: Water Tag ID: 4336-119-_

State: Nebraska

Project Mana!Jer: DeAndre SingletaryProject ID:Project Desc:

City:Program:

Site Name:

DS07ESCleburn Street Well LTRAGrand IslandSuperfund07ES CLEBURN STREET WELl, - 1 HR MARTI1!IZING GWRESORATION . ®

. MW-09; et B•

Site ID: 07ES Site OU:02

Location Desc: LDL VOA sample

(or Circle One:. Expected Cone:

Latitude:

Longitude:

_._.-

External Sample Number:

@V Medium High)

Sample Collection: Start:

End:

Date Time(24 hr)

Laboratory Analyses:Container Preservative

4 - 40mL VOA vial

Sample Comments:

(N/A)

4 Oeg C, HCL to pH<2

Holding Time

14 Days

Analysis

1 VOCs in Water by GC/MS for Low Detectien Limits

Sample Collected By: BM

1 of 1

Page 193: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7.Kansas City, KS

ASR Number: 4336 Sample Number: 120 QC Code: =- Matrix: Water Tag ID: 4336-120-_ .

State: Nebraska

Project Manager: DeAndre Singletary. Project ID:Project Desc:

City:Program:

Site Name:

DS07ESClebuni Street Well LTRAGrand IslandSuperfund07ES CLEBURN STREET WELL - 1 HR MARTINIZING GWRESORATION

Site ID: 07ES Site au: 02

Location De.sc: LDL VOA sample

External Sample Number:

Expected Conc:

Latitude:

Longitude:

(or Circle One: Low Medium High)

Sample Collection: Start:

End:

Date Time(24 hr)

-'-

Laboratory Analyses:Container Preservative

4 - 40mL VOA vial

Sample Comments:

(N/A)

4 Deg C, HCL to pH<2

Holding Time

14 Days

Analysis

1 VOCs in Water by GC/MS for Low Detectien Limits

Jlj.'ll _ <t>(

(,.31--

Sample Collected By: BM

1 of!

Page 194: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

ASR Number: 4336

.Sample Collection Field Sheet .us EPA Region 7Kansas City, KS

, '2.D '. 1'2.0Sample Number: 4-3&. QC Code:fD Matrix: Water Tag 10: 4336-~fb

Project ID: DS07ES Project Manager: DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: .Grand Island- State: Nebraska'Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site au: 02RESORATION\

_____l1ptcoh of: (v., \..J .... Yi f>r

Location Desc: LDL VOA sample

External Sample Number:

.Expected Conc:

Latitude:

Longitude:

(or Circle One: Low Medium High)

Sample Collection: Start:

End:

Date' Time(24 hr)

-'-

Laboratory Analyses:Container Preservative

4 - 40mL VOA vial 4 Deg C, HCL to pH<2

Sample Comments:

(N/A)

Holding Time

14 Days

Analysis

1 VOCs in Water by GC/MS for Low Detection Limits

T~~~ 1'1.?- ~pH c,.s2­

~!J, 1270

lc..r1 _IS, \

Sample Collected By: BM

lofl

Page 195: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Regioh7Kansas City, 'KS

ASR Number: 4336 Sample Number: 121 QC Code: _ Matrix: Water Tag ID: 4336-121-_,

State: Nebraska

Site ID: OlES Site au: 02

Project Manager: DeAndre SingletaryProject ID: DSOlES, Project Desc: Cleburn Street Well LTRA

City: Grand IslandProgram: Superfund

Site Name: ' OlES CLEBURN STREET WELL - 1 HR MARTlNIZING GWRESORATION

___--'-- ---£1\<.'\- ~\-. _Location Desc: LDL VOA sample

(or Circle One:Expected Conc:

Latitude:

Longitude:

External Sample Number:

8 Medium High)

Sample Collection: Start:

End:

Date Time{24 hr)

"Zo,oo

-'-

Laboratory Analyses:Container Preservative

4 - 40mL VOA vial 4 Deg C, HCL to pH<2

Sample Comments:

(N/A)

Holding Time

14 Days

Analysis

1 VOCs in Water by GC/MS for Low Detection Limits

Sample Collected By: BM

1 of 1

Page 196: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 122 QC Code: _ Matrix: Water Tag ID: 4336-122-_

Project ID: DS07ES Project Manager: DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 .HR MARTINIZING GW Site ID: 07ES Site OU: 02RESORATION

Location Desc: LDL VOA sample

(or Circle One:Expected Cone:

Latitude:

Longitude:

External Sample Number:

@Medium High)

Sample Collection: Start:

End:

Date Time(24 hr)

Laboratory Analyses:Container Preservative

4- 40mL VOA vial

Sample Comments:

(N/A)

4 Deg C,HCL to pH<2

Holding Time

14 Days

Analysis

1 VOCs in Water by GC/MS for Low Detection Limits

~/IIPL

\~'<""\~

p~'1//1;.

~S(U"",tON~ /f//Ir

J\Nf\ 4/11/ f'J~

Sample Collected By: BM

1 of 1

Page 197: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field SheetUS EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 123 QC Code: _ Matrix: Water Tag ID: 4336-12:3-_

Project ID: DS07ES proje~t Manager: DeAndre SingletaryProject Desc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: . Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES SiteOU: 02RESORATION

Lo.cation Desc: LDL VOA sample

Expected Conc:

Latnude:

Longitude:

External Sample Number:

(or Circle One: e Medium High)

_ _ _ Sample Collection: Start:

End:

Date

?LJ(!j e"f-1-1-

Time(24 hr)

?<l:&.

-'-

Laboratory Analyses:Container Preservative

·4 - 40mL VOA vial 4 Deg C, HCL to pH<2

HoldingT~me

14 . Days

Anal~is

1, VOCs in Water by GC/MS for Low Detection Limits

Sample Comments:

(N/A)

leV'l\{/ _J_5._g,,_.o Lft\ 7,7{ ­

COI\)~---:.~~q_3-

TIJ-..i '0 (j •0

Sample collected By: BM

1 of 1

Page 198: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7. Kansas City, KS

A5R Numbe.r: 4336 Sample Number: 124 QC Code: _. Matrix:. Water Tag ID: 4336-124-_

Project ID: DS07ES Proje!=t Manager: DeAndre Singletary.Project Desc: Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name:07ES CLEBURN STREET WELL - 1 HR MARrINIZINGGW Site 10: 07ES Site OU: 02RESORArION

Mw -I06B.,B-Location Desc: LDL VOA sample

Expected Conc:

Latitude:

Longitude:

External Sample Number:

(or Circle One: @§7Medium High)

-Sample Collection: Start:

End:

Date Time{24 hr)

-"-

Laboratory Analyses:Container Preservative

4 - 40mL VOA vial

. Sample Comments:

(N/A)

4 Deg C, HCL to pH<2

Holdi~gTime

14 Days

Analysis

1 VOCs in Water by GC/MS for Low Detection Limits

le'Mf' 1'506 tOC

r\-l ...... (;,30 -t()N~ IYl IJ,fj I'- V""\

1\JJ'f'o),~ N"T"\J\.

Sample Collected By: BM

1 of 1

Page 199: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 125 QC Code: -= Matrix: Water Tag ID: 4336-125-_

Project ID: DS07ES Project Manager: DeAndre SingletaryProject Desc:. Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZINGGW Site ID: 07ES Site au: 02RESORATION

Location Desc: LDL VOA sample

Expected Cone:

Latitude:

Longitude:

External Sample Number:

(orCircie orie: 6 Medium High)

__ __ __ Sample Collection: Start:

End:

Date

-'1JJYo'.---l---l_..

Time(24 hr)

12:5>-'-

Laboratory Analyses:Container Preservative

4 - 40mL VOA vial

Sample Comments:

(N/A)

4 Deg C, HCL to pH<2

Holding·Ti'!le

14 Days

Analysis

1 VOCs in W"ter by GC/MS forLow Detection Limits

Ij,o~ _

53[

/Ii'u".

Sample Collected By: BM

1 of 1

Page 200: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 126 QC Code:::::· Matrix: Water Tag ID: 4336-126-_

State: Nebraska

ProjectManager: DeAndreSingletaryProject ID:Project Desc:

City:Program:

Site Name:

DSOlESCleburn Street Well LTRAGrand Island.Superfund

OlES CLEBURN STREET WELL - 1 H~TINI.ZING GW.RESORATIO.N jVl w· ,.,.

"" 7-A-Site ID: OlES Site au: 02

Location Desc:· LDL VOA sample

Expected Conc:

Latitude:

Longitude:

(or Circle One:

External Sam pie Number:

~MediumSSample Collection: Start:

End:

Date Time(24 hr)

1!L:J,5-"-

Laboratory Analyses:Container Preservative

4 - 40mL VaA vial 4 Deg C, HCLlo pH<2

Holding Ti~e Analysis

14 Days i vacs in Water by GC/MS for Low Detection Limits

Sample Comments: .

(N/A)

le'fl'W l'i.~'"f:)G.

?\-\ f,.lf\

CO~~(90 'P-S(C< 'fV'\

lu.\,b t-t.'\3 1\jl"lA..

Sample Collected By: BM

1 of 1

Page 201: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 127 QC Code: _ Matrix: Water Tag ID: 4336-127-_

Project ID: DS07ES Project Manager: DeAndreSingletaryProject Desc: . Cleburn Street Well LTRA

City: Grand Island. State: NebraskaProgram: Superrund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02RESORATION

Location Desc: LDL VOA sample

External Sample Number:

Expected Conc:

Latitude:

Longitude:

(or Circle One: Low Medium High)

. Sample Collection: Start:

End: .

Date Time(24 hr)

l3.:=

-'-

Laboratory Analyses:Container Preservative

4 - 40mL VOA vial

Sample Comments:

(N/A)

4 peg C, HCL to pH<:2

Holding Time

14 Days

"A.nalysis

1 VOCs in Water by GC/MS for Low Detection Limits·

Sample Collected By: BM

1 of 1

Page 202: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample ColIection Field Sheetus EPA Region 7Kansas City, KS

ASR Number: 4336 Sample Number: 133 QC Code: FB Matrix: Water Tag ID: 4336-133-FB

Project ID: DS07ES Project Manager: DeAndre SingletaryProject Desc:. Cleburn Street Well LTRA

City: Grand Island State: NebraskaProgram: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site au: 02. RESORATION

Location Desc: LDL VOA Trip Blank sample

(or Circle One:Expected Conc:

Latitude:

Longitude:

External Sample Number:

~edium High)

Sample Collection: Start:

End:

Date

tLJ'1J&?---1---1_.

Time(24 hr)

tJb: 'Z z.-.

Laborator~ Analyses:Container Preservative

4 - 40mL VOA vial

Sample Comments:

(N/A)

4 Deg C, HCL to pH<2

,Holding Time

14 Days

Analysis

1 VOCs in Water b'y GC/MS for Low Detection Limits

Sample Collected By: BM

1 of 1

Page 203: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

APPENDIX C

LABORATORY AND FIELD DATA JULY 2009 QUARTERLY SAMPLING EVENT

Page 204: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 1 of 44

08/24/2009Date:

4459

DS07ES

Cleburn Street Well LTRA

DeAndre SingletarySUPR/IANE

Transmittal of Sample Analysis Results for ASR #:

Project ID:

Project Description:

Michael F. Davis, ChiefChemical Analysis and Response Branch, Environmental Services Division

To:

Enclosed are the analytical data for the above-referenced Analytical Services Request (ASR) andProject. The Regional Laboratory has reviewed and verified the results in accordance with proceduresdescribed in our Quality Manual (QM). In addition to all of the analytical results, this transmittalcontains pertinent information that may have influenced the reported results and documents anydeviations from the established requirements of the QM.

Please contact us within 14 days of receipt of this package if you determine there is a need for anychanges. Please complete the enclosed Customer Satisfaction Survey and Data Disposition/SampleRelease memo for this ASR as soon as possible. The process of disposing of the samples for this ASRwill be initiated 30 days from the date of this transmittal unless an alternate release date is specifiedon the Data Disposition/Sample Release memo.

If you have any questions or concerns relating to this data package, contact our customer service lineat 913-551-5295.

Enclosures

cc: Analytical Data File.

United States Environmental Protection AgencyRegion 7

901 N. 5th StreetKansas City, KS 66101

Subject:

From:

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Page 2 of 44

4459ASR Number: 08/24/2009

DeAndre Singletary SUPR/IANE 913-551-7373

DS07ES

Cleburn Street Well LTRA

Grand Island Nebraska Superfund

07ES CLEBURN STREET WELL - 1 HR MARTINIZINGGW RESORATION

07ESSite ID: 02

Site Cleanup Support

ISCO Pilot Test Performance Monitoring Event 1 and Quarterly Monitoring

Project Manager: Org: Phone:

Project ID:

Project Desc:

Location: State: Program:

Site Name: Site OU:

Purpose:

__ = Field SampleFB = Field BlankFD = Field Duplicate

QC Codes identify the type of sample for quality control purpose.

Degrees CelsiusNephelometric Turbidity UnitsStandard Units (pH)Milligrams per LiterMicrograms per LiterMicromhos per Centimeter

Specific units in which results arereported.

The identification of the analyte is acceptable; the reported value is anestimate.The analyte was not detected at or above the reporting limit.The analyte was not detected at or above the reporting limit. The reportinglimit is an estimate.

Specific codes used in conjunction with data values to provide additional information on the quality of reported results, or used to explain the absence of a specific value.

Summary of Project Information

Explanation of Codes, Units and Qualifiers used on this report

Sample QC Codes: Units:

J

UUJ

=

==

Data Qualifiers:

= Values have been reviewed and found acceptable for use. (Blank)

Deg CNTUSU

mg/Lug/L

umhos/cm

======

2009073QAPP Number:

302DD2CGPRA PRC:

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Page 3 of 44

1

2

2

3

4

5

6

7

8

9

10

10

12

13

14

15

16

17

18

20

21

22

22

24

25

26

27

28

29

30

31

31

32

33

34

35

36

37

38

39

41

42

43

SampleNo

__

__

FD

__

__

__

__

__

__

__

__

FD

__

__

__

__

__

__

__

FB

__

__

FD

__

__

__

__

__

__

__

__

FD

__

__

__

__

__

__

__

__

FB

FB

FB

QCCode

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Matrix

MW-102AA

MW-102BB

MW-102BB/Field Duplicate ofsample 2MW-106CC

MW-106BB

MW-9A

MW-105BB

MW-8A

MW-8B

DPT-1A

DPT-1B

DPT-1B/Field Duplicate of sample10DPT-2B

DPT-2A

DPT-3A

DPT-3B

DPT-4A

DPT-4B

ERT-14

Preservative Blank sample

MW-11B

MW-11A

MW-11A

MW-108BB

Cleburn Street Well

MW-107AA

MW-107BB

MS-101AA

MW-103-CC

MW-103-BB

MW-103AA

MW-103-AA

MW-104-BB

MW-104AA

MW-10B

MW-10A

MW-13A

MW-2B

ERT-15

Effluent

LDL VOA Trip Blank sample 1

LDL VOA Trip Blank sample 2

LDL VOA Trip Blank sample 3

Location DescriptionExternal

Sample No

07/21/2009

07/21/2009

07/21/2009

07/21/2009

07/21/2009

07/21/2009

07/21/2009

07/22/2009

07/22/2009

07/22/2009

07/22/2009

07/22/2009

07/22/2009

07/22/2009

07/22/2009

07/22/2009

07/23/2009

07/23/2009

07/25/2009

07/20/2009

07/23/2009

07/23/2009

07/23/2009

07/23/2009

07/23/2009

07/23/2009

07/23/2009

07/23/2009

07/24/2009

07/24/2009

07/24/2009

07/24/2009

07/24/2009

07/24/2009

07/25/2009

07/25/2009

07/25/2009

07/25/2009

07/25/2009

07/25/2009

07/16/2009

07/15/2009

07/15/2009

Start Date

09:45

10:55

10:55

14:20

15:25

16:45

18:55

08:40

09:55

11:25

12:35

12:35

14:50

15:45

16:35

18:30

08:15

09:10

18:15

07:35

11:10

12:40

12:40

13:55

13:05

15:15

16:05

17:40

13:35

14:35

15:30

15:30

17:20

18:20

08:40

09:55

11:00

13:00

17:05

17:10

15:00

15:00

15:00

Start Time

End Date

End Time

07/22/2009

07/22/2009

07/22/2009

07/22/2009

07/22/2009

07/22/2009

07/23/2009

07/23/2009

07/23/2009

07/23/2009

07/23/2009

07/23/2009

07/23/2009

07/23/2009

07/23/2009

07/24/2009

07/24/2009

07/24/2009

07/27/2009

07/22/2009

07/24/2009

07/24/2009

07/24/2009

07/24/2009

07/24/2009

07/24/2009

07/24/2009

07/27/2009

07/27/2009

07/27/2009

07/27/2009

07/27/2009

07/27/2009

07/27/2009

07/27/2009

07/27/2009

07/27/2009

07/27/2009

07/27/2009

07/27/2009

07/22/2009

07/23/2009

07/24/2009

ReceiptDate

4459 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

ASR Number: Sample Information Summary

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

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Page 4 of 44

101

102

102

103

104

105

106

107

112

113

SampleNo

__

__

FD

__

__

__

__

__

FB

FB

QCCode

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Matrix

Routine VOA sample ERT-16

Routine VOA sample MW-12A

Routine VOA sample - Duplicate102 MW-12ARoutine VOA sample MW-2A

Routine VOA sample EW-1

Routine VOA sample EW-2

Routine VOA sample EW-3

Routine VOA sample Influent

Routine VOA samplePreservative sampleRoutine VOA Trip Blank sample

Location DescriptionExternal

Sample No

07/24/2009

07/25/2009

07/25/2009

07/25/2009

07/25/2009

07/25/2009

07/25/2009

07/25/2009

07/20/2009

07/15/2009

Start Date

11:15

15:10

15:10

15:25

17:35

17:45

17:50

17:55

17:30

15:00

Start Time

End Date

End Time

07/27/2009

07/27/2009

07/27/2009

07/27/2009

07/27/2009

07/27/2009

07/27/2009

07/27/2009

07/27/2009

07/27/2009

ReceiptDate

4459 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

ASR Number: Sample Information Summary

-

-

-

-

-

-

-

-

-

-

Page 208: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 5 of 44

1

1

1

1

Alkalinity in Water by Titration

Anions in Water by Ion Chromatography

Conductivity by Field Measurement

Hardness in Water by Calculation

Region 7 EPA Laboratory - Kansas City, Ks.

Region 7 ESAT Contract Lab (In-House)

(Field Measurement)

Lab:

Lab:

Lab:

EPA Region 7 RLAB Method 3132.1D

Region 7 RLAB Method 3135.12A

Measurement of field parameter

Method:

Method:

Method:

(N/A)

Dilutions were necessary in order to obtain valid results due to matrix interferences forsamples 1and 13. This was to prevent instrument damage. This increased the reportinglimits by a factor of 10000 for these samples.

Sulfate (53, 80-120) was J-coded in sample 3. Although the analyte in question hasbeen positively identified in the sample, the quantitation is an estimate (J-coded) due tolow recovery of this analyte in the laboratory matrix spike duplicate. The actualconcentration for this analyte may be higher than the reported value.

(N/A)

Comments:

Comments:

Comments:

1-__ 2-__ 2-FD 3-__ 4-__ 5-__ 6-__7-__ 8-__ 9-__ 10-__ 10-FD 12-__ 13-__14-__ 15-__ 16-__ 17-__ 20-FB

1-__ 2-__ 2-FD 3-__ 4-__ 5-__ 6-__7-__ 8-__ 9-__ 10-__ 10-FD 12-__ 13-__14-__ 15-__ 16-__ 17-__ 20-FB

1-__ 2-__ 2-FD 3-__ 4-__ 5-__ 6-__7-__ 8-__ 9-__ 10-__ 10-FD 12-__ 13-__14-__ 15-__ 16-__ 17-__ 18-__ 21-__ 22-__22-FD 24-__ 25-__ 26-__ 27-__ 28-__ 29-__30-__ 31-__ 31-FD 32-__ 33-__ 34-__ 35-__36-__ 37-__ 38-__ 39-__ 101-__ 102-__ 102-FD103-__ 104-__ 105-__ 106-__ 107-__

Samples:

Samples:

Samples:

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc

RLAB Approved Analysis Comments

Analysis Comments About Results For This Analysis

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Page 6 of 44

1

1

1

Metals in Water by ICP

pH of Water by Field Measurement

TDS or Total Dissolved Solids

Region 7 ESAT Contract Lab (In-House)

Region 7 ESAT Contract Lab (In-House)

(Field Measurement)

Region 7 EPA Laboratory - Kansas City, Ks.

Lab:

Lab:

Lab:

Lab:

EPA Region 7 RLAB Method 3122.3C

EPA Region 7 RLAB Method 3122.3C

Measurement of field parameter

EPA Region 7 RLAB Method 3142.2B

Method:

Method:

Method:

Method:

Magnesium was reported as 20 U (elevated reporting limit due to dilution) for sample4459-1. The calculated value was 16.1 mg/liter. This was used to calculate themagnessium contribution to the hardness.

Dilutions were necessary because of high levels of manganese in samples 1 and 13 for thisanalysis. Manganese required a 100 dilution for anaylsis. All other analytes were analyzedon a 10 dilution. This increased the reporting limits by a factor of 10 for these samples.These samples were diluted to prevent contamination in the system with the manganese.

(N/A)

Comments:

Comments:

Comments:

1-__ 2-__ 2-FD 3-__ 4-__ 5-__ 6-__7-__ 8-__ 9-__ 10-__ 10-FD 12-__ 13-__14-__ 15-__ 16-__ 17-__ 20-FB

1-__ 2-__ 2-FD 3-__ 4-__ 5-__ 6-__7-__ 8-__ 9-__ 10-__ 10-FD 12-__ 13-__14-__ 15-__ 16-__ 17-__ 20-FB

1-__ 2-__ 2-FD 3-__ 4-__ 5-__ 6-__7-__ 8-__ 9-__ 10-__ 10-FD 12-__ 13-__14-__ 15-__ 16-__ 17-__ 18-__ 21-__ 22-__22-FD 24-__ 25-__ 26-__ 27-__ 28-__ 29-__30-__ 31-__ 31-FD 32-__ 33-__ 34-__ 35-__36-__ 37-__ 38-__ 39-__ 101-__ 102-__ 102-FD103-__ 104-__ 105-__ 106-__ 107-__

1-__ 2-__ 2-FD 3-__ 4-__ 5-__ 6-__7-__ 8-__ 9-__ 10-__ 10-FD 12-__ 13-__14-__ 15-__ 16-__ 17-__ 20-FB

Samples:

Samples:

Samples:

Samples:

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc

RLAB Approved Analysis Comments

Analysis Comments About Results For This Analysis

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Page 7 of 44

1

1

1

Temperature of Water by Field Measurement

Total Organic Carbon in Water

Turbidity of Water by Field Measurement

(Field Measurement)

REAP Contract Lab (Out-Source)

(Field Measurement)

Lab:

Lab:

Lab:

Measurement of field parameter

Similar to EPA SW846 Method 9060 or StandardMethods (20th Edtion) 5310 B, C,or D (see comments)

Measurement of field parameter

Method:

Method:

Method:

Slight total dissolved solids contamination was found in the laboratory method blank. Onlysamples containing this analyte at a level greater than ten times the contamination level ofthe blank are reported without being qualified. All samples that contained this analyte butat a level less than ten times the contamination in the blank have the result U-codedindicating that the reporting limit has been raised to the level found in the sample.Samples affected were: none.

(N/A)

Samples 4459-1 and 4459-13 were analyzed with a dilution factor of 10 due to thepresence of permanganate.

Comments:

Comments:

Comments:

1-__ 2-__ 2-FD 3-__ 4-__ 5-__ 6-__7-__ 8-__ 9-__ 10-__ 10-FD 12-__ 13-__14-__ 15-__ 16-__ 17-__ 18-__ 21-__ 22-__22-FD 24-__ 25-__ 26-__ 27-__ 28-__ 29-__30-__ 31-__ 31-FD 32-__ 33-__ 34-__ 35-__36-__ 37-__ 38-__ 39-__ 101-__ 102-__ 102-FD103-__ 104-__ 105-__ 106-__ 107-__

1-__ 2-__ 2-FD 3-__ 4-__ 5-__ 6-__7-__ 8-__ 9-__ 10-__ 10-FD 12-__ 13-__14-__ 15-__ 16-__ 17-__ 20-FB

1-__ 2-__ 2-FD 3-__ 4-__ 5-__ 6-__7-__ 8-__ 9-__ 10-__ 10-FD 12-__ 13-__14-__ 15-__ 16-__ 17-__ 18-__ 21-__ 22-__22-FD 24-__ 25-__ 26-__ 27-__ 28-__ 29-__30-__ 31-__ 31-FD 32-__ 33-__ 34-__ 35-__36-__ 37-__ 38-__ 39-__ 101-__ 102-__ 102-FD103-__ 104-__ 105-__ 106-__ 107-__

Samples:

Samples:

Samples:

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc

RLAB Approved Analysis Comments

Analysis Comments About Results For This Analysis

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Page 8 of 44

1

1

VOCs in Water by GC/MS

VOCs in Water by GC/MS for Low Detection Limits

Region 7 ESAT Contract Lab (In-House)

Region 7 EPA Laboratory - Kansas City, Ks.

Lab:

Lab:

EPA Region 7 RLAB Method 3230.1F

EPA Region 7 RLAB Method 3230.13D

Method:

Method:

(N/A)

090728: Acetone and 1,2,3-Trichlorobenzene were UJ-coded in samples 112-FB, 113-FBand 103. These analytes were not found in the samples at or above the reporting limit,however, the reporting limit is an estimate (UJ-coded) due to the continuing calibrationcheck not meeting accuracy specifications. The actual reporting limit for these analytesmay be higher than the reported value. 090729: Naphthalene (-33.6%) was biased high. Naphthalene was J-coded in samples 102and 102-FD. Although the analyte in question has been positively identified in the samples,the quantitation is an estimate (J-coded) due to the continuing calibration check notmeeting accuracy specifications. The actual concentration for this analyte may be lowerthan the reported value. 987-LCS: 1,2,3-Trichlorobenzene (76%, 82-116%) was biased low. 1,2,3-Trichlorobenzene was UJ-coded in samples 112-FB, 113-FB and 103. This analyte was notfound in the samples at or above the reporting limit, however, the reporting limit is anestimate (UJ-coded) due to low recovery of this analyte in the laboratory control sample.The actual reporting limit for this analyte may be higher than the reported value. 988-LCS: Naphthalene (134%, 80-123%) was biased high. Naphthalene was J-coded insamples 102 and 102-FD. Although the analyte in question has been positively identified inthe samples, the quantitation is an estimate (J-coded) due to high recovery of this analytein the laboratory control sample. The actual concentration for this analyte may be lowerthan the reported value.

Naphthalene (17 RPD, 11 PCL) and 1,2,3-Trichlorobenzene (24 RPD, 9.9 PCL) were biasedhigh. Naphthalene and 1,2,3-Trichlorobenzene were UJ-coded in sample 107. Theseanalytes were not found in the sample at or above the reporting limit, however, thereporting limit is an estimate (UJ-coded) due to poor precision obtained for these analytesin the laboratory matrix spike and matrix spike duplicate. The actual reporting limit forthese analytes may be higher than the reported value.

Comments:

Comments:

101-__ 102-__ 102-FD 103-__ 104-__ 105-__ 106-__107-__ 112-FB 113-FB

1-__ 2-__ 2-FD 3-__ 4-__ 5-__ 6-__7-__ 8-__ 9-__ 10-__ 10-FD 12-__ 13-__

Samples:

Samples:

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc

RLAB Approved Analysis Comments

Analysis Comments About Results For This Analysis

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Page 9 of 44

Samples 1 and 13 were extremely dark with Permanganate. They were diluted 1:1000 toallow analysis on the instrument without causing damage to the column. Reporting limitshave been raised accordingly.

Sample 20FB required dilution as 2-Butanone and Toluene were above the calibrationrange.

There was not sufficient sample volume to perform an additional set of Matrix Spikes, asrequired for QC purposes.

Acetone and 2-Butanone were UJ-coded in samples 1, 13, 15-17, and 21-22 and 24-27.These analytes were not found in the samples at or above the reporting limit, however, thereporting limit is an estimate (UJ-coded) due to the continuing calibration check notmeeting accuracy specifications. The actual reporting limit for these analytes may behigher than the reported value.

Carbon Disulfide and 1,2-Dibromo-3-Chloropropane were UJ-coded in samples 18, 28-39,and 31FD. These analytes were not found in the samples at or above the reporting limit,however, the reporting limit is an estimate (UJ-coded) due to the continuing calibrationcheck not meeting accuracy specifications. The actual reporting limit for this analyte maybe higher than the reported value.

Bromoform was UJ-coded in samples 18, 28-30, and 32-39. These analytes were not foundin the samples at or above the reporting limit, however, the reporting limit is an estimate(UJ-coded) due to the continuing calibration check not meeting accuracy specifications.The actual reporting limit for this analyte may be higher than the reported value.

Bromoform was J-coded in samples 31 and 31FD. Although the analyte in question hasbeen positively identified in the samples, the quantitation is an estimate (J-coded) due tothe continuing calibration check not meeting accuracy specifications. The actualconcentration for this analyte may be higher than the reported value.

Dibromochloromethane and Carbon Disulfide were UJ-coded in samples 18, 28-30, and 32-39 . These analytes were not found in the samples at or above the reporting limit,however, the reporting limit is an estimate (UJ-coded) due to low recovery of this analytein the laboratory control sample. The actual reporting limit for these analytes may behigher than the reported value.

Toluene was UJ-coded in samples 1, 2, 2FD, 3-10, 10FD, 12-17, 21, 22, and 24-27 . Thisanalyte was not found in the samples at or above the reporting limit, however, thereporting limit is an estimate (UJ-coded) due to low recovery of this analyte in thelaboratory control sample (86%, LCL 87%). The actual reporting limit for this analyte may

Comments:

14-__ 15-__ 16-__ 17-__ 18-__ 20-FB 21-__22-__ 22-FD 24-__ 25-__ 26-__ 27-__ 28-__29-__ 30-__ 31-__ 31-FD 32-__ 33-__ 34-__35-__ 36-__ 37-__ 38-__ 39-__ 41-FB 42-FB43-FB

Samples:

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc

RLAB Approved Analysis Comments

Analysis Comments About Results For This Analysis

Page 213: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 10 of 44

be higher than the reported value.

Dibromochloromethane and Carbon Disulfide were J-coded in samples 31 and 31FD.Although the analytes in question have been positively identified in the samples, thequantitation is an estimate (J-coded) due to low recovery of these analytes in thelaboratory control sample. The actual concentration for these analytes may be higher thanthe reported value.

Vinyl Chloride was UJ-coded in sample 21. This analyte was not found in the sample at orabove the reporting limit, however, the reporting limit is an estimate (UJ-coded) due topoor precision obtained for this analyte in the laboratory matrix spike and matrix spikeduplicate. The actual reporting limit for this analyte may be higher than the reportedvalue.

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc

RLAB Approved Analysis Comments

Analysis Comments About Results For This Analysis

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Page 11 of 44

1

1

1

1

1

1

1

1

1

1

1

Alkalinity in Water by Titration

Anions in Water by Ion Chromatography

Conductivity by Field Measurement

Hardness in Water by Calculation

Metals in Water by ICP

pH of Water by Field Measurement

TDS or Total Dissolved Solids

Temperature of Water by Field Measurement

Total Organic Carbon in Water

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Alkalinity, total

Sulfate

Conductivity

Hardness as CaCO3

Aluminum

Antimony

Arsenic

Barium

Beryllium

Cadmium

Calcium

Chromium

Cobalt

Copper

Iron

Lead

Magnesium

Manganese

Molybdenum

Nickel

Potassium

Selenium

Silver

Sodium

Thallium

Titanium

Vanadium

Zinc

pH

Solids, total dissolved

Temperature

Total Organic Carbon

Turbidity

Acetone

Benzene

mg/L

mg/L

umhos/cm

mg/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

mg/L

ug/L

ug/L

ug/L

ug/L

ug/L

mg/L

ug/L

ug/L

ug/L

mg/L

ug/L

ug/L

mg/L

ug/L

ug/L

ug/L

ug/L

SU

mg/L

Deg C

mg/L

NTU

ug/L

ug/L

Units 1-__ 2-__ 2-FD 3-__

163 108 108 132

10000 U 135 125 31.5 J

1140 544 544 390

278 258 256 195

500 U 50 U 50 U 242

500 U 50 U 50 U 50 U

250 U 25 U 25 U 25 U

132 82 80 345

30 U 3 U 3 U 3 U

30 U 3 U 3 U 3 U

84.9 77.2 76.6 62.0

150 U 15 U 15 U 15 U

100 U 10 U 10 U 10

50 U 5 U 5 U 5 U

500 U 50 U 50 U 216

500 U 50 U 50 U 50 U

20 U 15.8 15.6 9.65

197000 5 U 5 U 9

150 U 15 U 15 U 15 U

200 U 20 U 20 U 20 U

563 8.96 8.79 9.71

500 U 50 U 50 U 50 U

250 U 25 U 25 U 25 U

70.3 34.9 34.7 12.5

500 U 50 U 50 U 50 U

200 U 20 U 20 U 20 U

100 U 10 U 10 U 10 U

250 U 25 U 25 U 25 U

7.11 6.86 6.86 7.22

2620 463 459 333

18.24 18.96 18.96 20.71

18.7 2.0 1.8 1.2

18.2 4.5 4.5 11.2

5000 UJ 5.0 U 5.0 U 5.0 U

1000 U 1.0 U 1.0 U 1.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

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Page 12 of 44

Analysis/ Analyte

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 1-__ 2-__ 2-FD 3-__

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

5000 UJ 5.0 U 5.0 U 5.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

5000 U 5.0 U 5.0 U 5.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

2000 U 2.0 U 2.0 U 2.0 U

1000 U 1.0 U 1.0 U 1.0 U

5000 U 5.0 U 5.0 U 5.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

2000 U 2.0 U 2.0 U 2.0 U

1000 U 1.0 U 1.0 U 1.0 U

5000 U 5.0 U 5.0 U 5.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 UJ 1.0 UJ 1.0 UJ 1.0 UJ

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 216: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 13 of 44

Analysis/ Analyte

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

Units 1-__ 2-__ 2-FD 3-__

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

1000 U 1.0 U 1.0 U 1.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 217: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 14 of 44

1

1

1

1

1

1

1

1

1

1

1

Alkalinity in Water by Titration

Anions in Water by Ion Chromatography

Conductivity by Field Measurement

Hardness in Water by Calculation

Metals in Water by ICP

pH of Water by Field Measurement

TDS or Total Dissolved Solids

Temperature of Water by Field Measurement

Total Organic Carbon in Water

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Alkalinity, total

Sulfate

Conductivity

Hardness as CaCO3

Aluminum

Antimony

Arsenic

Barium

Beryllium

Cadmium

Calcium

Chromium

Cobalt

Copper

Iron

Lead

Magnesium

Manganese

Molybdenum

Nickel

Potassium

Selenium

Silver

Sodium

Thallium

Titanium

Vanadium

Zinc

pH

Solids, total dissolved

Temperature

Total Organic Carbon

Turbidity

Acetone

Benzene

mg/L

mg/L

umhos/cm

mg/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

mg/L

ug/L

ug/L

ug/L

ug/L

ug/L

mg/L

ug/L

ug/L

ug/L

mg/L

ug/L

ug/L

mg/L

ug/L

ug/L

ug/L

ug/L

SU

mg/L

Deg C

mg/L

NTU

ug/L

ug/L

Units 4-__ 5-__ 6-__ 7-__

111 73.1 116 77.1

211 48.1 173 93.0

645 453 643 1100

274 138 274 290

50 U 50 U 50 U 50 U

50 U 50 U 50 U 50 U

25 U 25 U 25 U 25 U

121 73 86 605

3 U 3 U 3 U 3 U

3 U 3 U 3 U 3 U

83.5 39.1 83.2 77.7

15 U 94 15 U 123

10 U 10 U 10 U 10 U

5 U 5 U 5 U 5 U

55 425 50 U 478

50 U 50 U 50 U 50 U

15.8 9.83 16.1 23.2

5 U 14 5 7

15 U 15 U 15 U 15 U

20 U 155 20 U 78

9.72 12.6 9.34 46.4

50 U 50 U 50 U 50 U

25 U 25 U 25 U 25 U

51.2 37.6 47.7 102

50 U 50 U 50 U 50 U

20 U 20 U 20 U 20 U

10 U 10 U 10 U 10 U

25 U 25 U 25 U 25 U

7.08 7.31 7.55 6.56

540 343 535 907

18.67 19.43 19.13 16.70

7.1 1.9 4.6 4.2

3.3 3.9 4.5 0.0

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 218: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 15 of 44

Analysis/ Analyte

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 4-__ 5-__ 6-__ 7-__

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.9 2.3 2.7 1.0 U

1.0 UJ 1.0 UJ 1.0 UJ 1.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 219: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 16 of 44

Analysis/ Analyte

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

Units 4-__ 5-__ 6-__ 7-__

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 220: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 17 of 44

1

1

1

1

1

1

1

1

1

1

1

Alkalinity in Water by Titration

Anions in Water by Ion Chromatography

Conductivity by Field Measurement

Hardness in Water by Calculation

Metals in Water by ICP

pH of Water by Field Measurement

TDS or Total Dissolved Solids

Temperature of Water by Field Measurement

Total Organic Carbon in Water

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Alkalinity, total

Sulfate

Conductivity

Hardness as CaCO3

Aluminum

Antimony

Arsenic

Barium

Beryllium

Cadmium

Calcium

Chromium

Cobalt

Copper

Iron

Lead

Magnesium

Manganese

Molybdenum

Nickel

Potassium

Selenium

Silver

Sodium

Thallium

Titanium

Vanadium

Zinc

pH

Solids, total dissolved

Temperature

Total Organic Carbon

Turbidity

Acetone

Benzene

mg/L

mg/L

umhos/cm

mg/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

mg/L

ug/L

ug/L

ug/L

ug/L

ug/L

mg/L

ug/L

ug/L

ug/L

mg/L

ug/L

ug/L

mg/L

ug/L

ug/L

ug/L

ug/L

SU

mg/L

Deg C

mg/L

NTU

ug/L

ug/L

Units 8-__ 9-__ 10-__ 10-FD

134 133 109 111

31.2 110 142 157

395 988 581 581

186 230 248 250

101 50 U 50 U 50 U

50 U 50 U 50 U 50 U

25 U 25 U 25 U 25 U

348 108 77 80

3 U 3 U 3 U 3 U

3 U 3 U 3 U 3 U

59.3 65.9 74.5 75.1

15 U 15 U 15 U 15 U

10 U 10 U 10 U 10 U

5 U 5 U 5 U 5 U

263 50 U 99 144

50 U 50 U 50 U 50 U

9.28 15.8 15.0 15.1

7 211 17 22

15 U 15 U 15 U 15 U

20 U 20 U 20 U 20 U

9.50 12.2 8.61 8.76

50 U 50 U 50 U 50 U

25 U 25 U 25 U 25 U

11.6 140 38.2 38.5

50 U 50 U 50 U 50 U

20 U 20 U 20 U 20 U

10 U 10 U 10 U 10 U

25 U 25 U 25 U 25 U

6.91 6.86 6.58 6.58

326 730 476 479

17.75 19.20 19.23 19.23

1.2 2.4 1.7 2.4

0.0 0.0 4.3 4.3

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 221: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 18 of 44

Analysis/ Analyte

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 8-__ 9-__ 10-__ 10-FD

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1700 1.0 U 1.0 U

1.0 UJ 1.0 UJ 1.0 UJ 1.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 2.1 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 222: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 19 of 44

Analysis/ Analyte

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

Units 8-__ 9-__ 10-__ 10-FD

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 223: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 20 of 44

1

1

1

1

1

1

1

1

1

1

1

Alkalinity in Water by Titration

Anions in Water by Ion Chromatography

Conductivity by Field Measurement

Hardness in Water by Calculation

Metals in Water by ICP

pH of Water by Field Measurement

TDS or Total Dissolved Solids

Temperature of Water by Field Measurement

Total Organic Carbon in Water

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Alkalinity, total

Sulfate

Conductivity

Hardness as CaCO3

Aluminum

Antimony

Arsenic

Barium

Beryllium

Cadmium

Calcium

Chromium

Cobalt

Copper

Iron

Lead

Magnesium

Manganese

Molybdenum

Nickel

Potassium

Selenium

Silver

Sodium

Thallium

Titanium

Vanadium

Zinc

pH

Solids, total dissolved

Temperature

Total Organic Carbon

Turbidity

Acetone

Benzene

mg/L

mg/L

umhos/cm

mg/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

mg/L

ug/L

ug/L

ug/L

ug/L

ug/L

mg/L

ug/L

ug/L

ug/L

mg/L

ug/L

ug/L

mg/L

ug/L

ug/L

ug/L

ug/L

SU

mg/L

Deg C

mg/L

NTU

ug/L

ug/L

Units 12-__ 13-__ 14-__ 15-__

109 150 109 109

137 10000 U 107 160

592 690 860 600

233 486 202 267

50 U 500 U 50 U 50 U

50 U 500 U 50 U 50 U

25 U 250 U 25 U 25 U

64 116 127 79

3 U 30 U 3 U 3 U

3 U 30 U 3 U 3 U

70.1 141 59.5 80.5

15 U 242 15 U 15 U

10 U 100 U 10 U 10 U

5 U 50 U 5 U 5 U

50 U 500 U 50 U 50 U

50 U 500 U 50 U 50 U

14.0 32.4 12.9 16.0

5 U 162000 85 13

15 U 150 U 15 U 15 U

20 U 200 U 20 U 20 U

7.90 21.2 13.6 9.07

50 U 500 U 50 U 50 U

25 U 250 U 25 U 25 U

38.3 207 121 42.1

50 U 500 U 50 U 50 U

20 U 200 U 20 U 20 U

10 U 100 U 10 U 10 U

25 U 250 U 25 U 25 U

6.51 6.72 6.85 6.52

486 1740 649 484

21.26 19.70 18.58 18.94

1.9 14.1 2.1 2.1

2.0 0.0 0.0 0.0

5.0 U 5000 UJ 5.0 U 5.0 UJ

1.0 U 1000 U 1.0 U 1.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 224: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 21 of 44

Analysis/ Analyte

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 12-__ 13-__ 14-__ 15-__

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

5.0 U 5000 UJ 5.0 U 5.0 UJ

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

5.0 U 5000 U 5.0 U 5.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

2.0 U 2000 U 2.0 U 2.0 U

1.0 U 1000 U 1.0 U 1.0 U

5.0 U 5000 U 5.0 U 5.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

2.0 U 2000 U 2.0 U 2.0 U

1.0 U 1000 U 1.0 U 1.0 U

5.0 U 5000 U 5.0 U 5.0 U

1.0 U 1000 U 45 1.0 U

1.0 UJ 1000 UJ 1.0 UJ 1.0 UJ

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 225: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 22 of 44

Analysis/ Analyte

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

Units 12-__ 13-__ 14-__ 15-__

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

1.0 U 1000 U 1.0 U 1.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 226: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 23 of 44

1

1

1

1

1

1

1

1

1

1

1

Alkalinity in Water by Titration

Anions in Water by Ion Chromatography

Conductivity by Field Measurement

Hardness in Water by Calculation

Metals in Water by ICP

pH of Water by Field Measurement

TDS or Total Dissolved Solids

Temperature of Water by Field Measurement

Total Organic Carbon in Water

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Alkalinity, total

Sulfate

Conductivity

Hardness as CaCO3

Aluminum

Antimony

Arsenic

Barium

Beryllium

Cadmium

Calcium

Chromium

Cobalt

Copper

Iron

Lead

Magnesium

Manganese

Molybdenum

Nickel

Potassium

Selenium

Silver

Sodium

Thallium

Titanium

Vanadium

Zinc

pH

Solids, total dissolved

Temperature

Total Organic Carbon

Turbidity

Acetone

Benzene

mg/L

mg/L

umhos/cm

mg/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

mg/L

ug/L

ug/L

ug/L

ug/L

ug/L

mg/L

ug/L

ug/L

ug/L

mg/L

ug/L

ug/L

mg/L

ug/L

ug/L

ug/L

ug/L

SU

mg/L

Deg C

mg/L

NTU

ug/L

ug/L

Units 16-__ 17-__ 18-__ 20-FB

111 109 2.00 U

80.0 180 1.0 U

857 627 1370

193 262 0.100 U

50 U 50 U 50 U

50 U 50 U 50 U

28 25 U 25 U

120 74 10 U

3 U 3 U 3 U

3 U 3 U 3 U

56.3 79.2 2 U

15 U 15 U 15 U

10 U 10 U 10 U

5 U 5 U 5 U

50 U 50 U 50 U

50 U 50 U 50 U

12.7 15.6 2 U

105 13 5 U

15 U 15 U 15 U

20 U 20 U 20 U

13.8 8.85 2 U

50 U 50 U 50 U

25 U 25 U 25 U

116 41.3 5 U

50 U 50 U 50 U

20 U 20 U 20 U

10 U 10 U 10 U

25 U 25 U 25 U

6.65 6.51 6.30

585 477 2 U

17.17 17.72 17.91

1.8 2.2 1.0 U

0.0 0.0 0.0

5.0 UJ 5.0 UJ 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 227: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 24 of 44

Analysis/ Analyte

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 16-__ 17-__ 18-__ 20-FB

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 UJ 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 UJ 5.0 UJ 5.0 U 54

1.0 U 1.0 U 1.0 UJ 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 UJ 5.0 U

1.0 U 1.0 U 1.0 UJ 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 4.5

2.0 U 2.0 U 2.0 U 2.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

33 1.0 U 22 1.0 U

1.0 UJ 1.0 UJ 1.0 U 96

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 228: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 25 of 44

Analysis/ Analyte

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

Units 16-__ 17-__ 18-__ 20-FB

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 17

1.0 U 1.0 U 1.0 U 1.0

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 229: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 26 of 44

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 21-__ 22-__ 22-FD 24-__

32.6 707 707 7.40

7.18 6.74 6.74 6.54

18.65 19.55 19.55 20.57

0.0 0.0 0.0 0.0

5.0 UJ 5.0 UJ 5.0 U 5.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.2 1.2 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 UJ 5.0 UJ 5.0 U 5.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 230: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 27 of 44

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 21-__ 22-__ 22-FD 24-__

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 3.1

1.0 UJ 1.0 UJ 1.0 U 1.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 UJ 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 231: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 28 of 44

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 25-__ 26-__ 27-__ 28-__

513 2010 696 657

6.69 6.74 6.39 6.45

18.43 19.93 20.63 19.45

8.8 0.0 0.0 0.0

5.0 UJ 5.0 UJ 5.0 UJ 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

5.0 UJ 5.0 UJ 5.0 UJ 5.0 U

1.0 U 1.0 U 1.0 U 1.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 2.8 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 UJ

1.0 U 1.0 U 1.0 U 1.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 232: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 29 of 44

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 25-__ 26-__ 27-__ 28-__

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 5.6 15 1.0 U

1.0 UJ 1.0 UJ 1.0 UJ 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 233: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 30 of 44

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 29-__ 30-__ 31-__ 31-FD

457 884 874 874

6.65 6.51 6.63 6.63

25.23 21.12 21.40 21.40

2.0 3.8 0.0 0.0

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.8 1.7

1.0 UJ 1.0 UJ 3.2 J 3.2 J

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 UJ 1.0 UJ 1.0 UJ 1.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.6 1.5

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 UJ 5.0 UJ 5.0 UJ 5.0 UJ

1.0 UJ 1.0 UJ 3.8 J 3.6 J

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 234: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 31 of 44

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 29-__ 30-__ 31-__ 31-FD

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 3.8 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 235: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 32 of 44

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 32-__ 33-__ 34-__ 35-__

633 1730 464 596

6.44 5.58 6.54 6.71

20.98 20.50 17.10 17.89

4.6 0.5 42.5 0.0

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 UJ 1.0 UJ 1.0 UJ 1.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 UJ 1.0 UJ 1.0 UJ 1.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 UJ 5.0 UJ 5.0 UJ 5.0 UJ

1.0 UJ 1.0 UJ 1.0 UJ 1.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 236: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 33 of 44

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 32-__ 33-__ 34-__ 35-__

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 21 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 237: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 34 of 44

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 36-__ 37-__ 38-__ 39-__

622 403 996 631

6.62 6.67 6.32 6.74

18.04 19.08 17.89 17.95

0.0 37.5 0.0 0.0

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 UJ 1.0 UJ 1.0 UJ 1.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 UJ 1.0 UJ 1.0 UJ 1.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 UJ 5.0 UJ 5.0 UJ 5.0 UJ

1.0 UJ 1.0 UJ 1.0 UJ 1.0 UJ

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U 2.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 238: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 35 of 44

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 36-__ 37-__ 38-__ 39-__

1.0 U 1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.2 3.6

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U 1.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 239: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 36 of 44

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 41-FB 42-FB 43-FB 101-__

1230

6.76

19.83

0.0

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

500 U

250 U

250 U

250 U

500 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 240: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 37 of 44

1 VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 41-FB 42-FB 43-FB 101-__

250 U

250 U

3600

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

250 U

500 U

250 U

5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 241: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 38 of 44

Analysis/ Analyte

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 41-FB 42-FB 43-FB 101-__

1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

2.0 U 2.0 U 2.0 U

1.0 U 1.0 U 1.0 U

5.0 U 5.0 U 5.0 U

1.0 U 1.0 U 1.0 U

1.0 UJ 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

1.0 U 1.0 U 1.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 242: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 39 of 44

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 102-__ 102-FD 103-__ 104-__

684 684 2130 610

6.72 6.72 6.71 6.49

17.84 17.84 20.59 17.13

150 150 0.0 0.0

5.0 U 5.0 U 5000 UJ 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

11 12 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

12 13 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

50 51 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

13 13 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

10 U 10 U 10000 U 100 U

7.3 7.7 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

30 J 28 J 10000 U 100 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 243: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 40 of 44

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 102-__ 102-FD 103-__ 104-__

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

62 64 74000 1200

20 20 5000 U 50 U

5.0 U 5.0 U 5000 UJ 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

140 150 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

5.0 U 5.0 U 5000 U 50 U

120 120 10000 U 100 U

31 32 5000 U 50 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 244: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 41 of 44

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 105-__ 106-__ 107-__ 112-FB

614 622 623

6.53 6.52 6.48

17.08 17.12 17.09

0.0 0.0 0.0

5.0 U 5.0 U 25 U 5.0 UJ

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 71

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 21

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

10 U 10 U 50 U 10 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

10 U 10 U 50 UJ 10 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 245: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 42 of 44

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 105-__ 106-__ 107-__ 112-FB

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

290 21 450 5.0 U

5.0 U 5.0 U 25 U 110

5.0 U 5.0 U 25 UJ 5.0 UJ

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

5.0 U 5.0 U 25 U 5.0 U

10 U 10 U 50 U 75

5.0 U 5.0 U 25 U 5.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 246: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 43 of 44

1 VOCs in Water by GC/MS

Analysis/ Analyte

Acetone

Benzene

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Naphthalene

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 113-FB

5.0 UJ

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

10 U

5.0 U

5.0 U

5.0 U

10 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 UJ

5.0 U

5.0 U

5.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 247: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 44 of 44

Analysis/ Analyte

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 113-FB

5.0 U

5.0 U

5.0 U

5.0 U

10 U

5.0 U

4459ASR Number: 08/24/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 248: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

4459

DS07ESProject ID:

Cleburn Street Well LTRA

DeAndre SingletarySUPR/IANE

United States Environmental Protection AgencyRegion VII

901 N. 5th StreetKansas City, KS 66101

__/__/____

Data Disposition/Sample Release for ASR #:

Project Description:

Subject:

Kaye DollmannENSV/RLAB

I have received and reviewed the Transmittal of Sample Analysis Results for the above-referencedAnalytical Services Request(ASR) and have indicated my findings below by checking one of theboxes for Data Disposition.

I understand all samples will be disposed upon receipt of this form, unless samples are requestedto be held. If I do not return this form all samples will be disposed of on ___________________.

"RELEASED" - Read-only to all Region 7 employees and contractors that have R7LIMS"Customer" account. All Samples may be disposed of upon receipt of this form if not requested tobe held.

"Project Manager Accessible" - Available on the LAN in R7LIMS for my use only. All Samples maybe disposed of upon receipt of this form if not requested to be held.

"Archived" - THIS DATA IS OF A SENSITIVE NATURE. Any future reports must be requestedthrough the laboratory. All samples may be disposed of upon receipt of the form if not requestedto be held.

Date:

From:

To:

Hold Samples - I have determined that the samples need to be held until ______________, afterwhich time they will be disposed of in accordance with applicable regulations. The reason for the hold is:

Samples are associated with a legal proceeding.

Question/Concern with data - possible reanalysis requested.

Other:________________________________________________________________

Page 249: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

CHAIN OF CUSTODY RECORD ENVIRONMENTAL PROTECTION AGENCY REGION VII

ACTIVITY LEAOER(Pr1nt) NAME OF SURVEY OR ACTIVITY QflCLY DATE OF COLLECTION SHEET . , Defi/vP& S,'M&? C k b w n &EM 4 ;d-e $wad & W --- DAY MONTH YEAR 1 of

CONTENTS OF SHIPMENT

1 SEALED UNStALhUI I I RELINQUISHED BY DATE TIME RECEIVED BY

REASON FOR CHANGE OF CUSTODY

SEALED UNSEALED SEALED UNSEALED

7 EPA-9262(Revlsed 51851 'US GPO 2002-755-917140753

Page 250: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

CHAIN OF CUSTODY RECORD ENVIRONMENTAL PROTECTION AGENCY REGION VII

&CTIVITY LEAOER(Prlnt) YyLp COL&$TIONT SHEEl

f2tWkw 4 ; q l z p ~ y - DAY MONTH YEA t 01'

SEALED UNSEALED ]SEALED UNSEALED

- 7-EPA-9262(Revlsed 51851 .US GPO 2002-756-91714005:

1 SEALED UNSEALED r RELINQUISHED BY DATE REASON FOR CHANGE OF CUSTODY

SEALED UNSEALED TIME RECEIVED BY

Page 251: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

CHAIN OF CUSTODY RECORD ENVIRONMENTAL PROTECTION AGENCY REGION VII

4CTIVITY LEAOER(Pnnt) DATE OF COLLECTION

1 SEALED UNSEALED 7 SEALED UNSEALED DATE TIME RECEIVED BY

REASON FOR CHANGE O F CUSTODY RELINQUISHED BY

SEALED UNSEALED SEALED UNSEALED

'US GPO 2002-756-917140053 7-€PA 9262iRev1sed 5/85)

Page 252: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PIECEIS) CONSISTING OF COMMERCIAL CARRIER

7-€PA 9262 iRevsed 5/85] 'US GPO 2002 756 911140053

Page 253: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 107 QC Code: - Matrix: Water Tag ID : 4459-107-

Project ID : DS07ES Project Manager: DeAndre Slngletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Deso: Routlne VOA i a r n p e ~ f i , ~ U ~ V I f- External Sample Number:

Expected Conc: (o r C~rc le One: Low Medlum Hlgh) Date Time(24 hr )

Latitude: 7 zsQy 17 : FY- Sample Collection: Start: / I --

Longitude: End: / 1 --

Field Measurement

Parameter Value Units Conductance, Spec~f lc : 6 2 3 v5fc4

Temperature : 1 7. 6'q Deg C Turbldlty : 6'. 0 NTU

p~ : 6LCB su Laboratory Analyses:

Container Preservative Holding Time Analysis

2 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs ~n Water by G U M S

Sample Comments:

Sample Collected By: BM

Page 254: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 28 QC Code: - Matrix: Water Tag I D : 4459.28.-

Pro jec t ID: DS07ES Project Manager: DeAndre Smgletary Pro jec t Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

S i te Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID : 07ES Site OU: 02 RESORATION

Locat ion Desc: f l w e Lo / 49 External Sample Number:

Expected Conc: (or C~rcle One: Date Time(24 h r )

Latitude: Sample Collection: Start : /

Longitude: End: 1 / --

Field Measurement

Parameter Value Uni ts Conductance, Specif~c :

Temperature : Turb~dity : +- zq5k,/C1

0, 0 NTU p~ : 6.4 fr su

Laboratory Analyses: Container Preservative H o l d l n g Tlme Analysis

4 - 40mL VOA vml 4 Deg C, HCL t o p H i 2 14 Days 1 VOCs in Water by G U M S for Low Detection L l m ~ t s

Sample Comments:

Sample Collected By: BM

Page 255: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 113 QC Code: FB Matrix: Water Tag ID: 4459-113-FB

Project ID: DS07ES Project Manager: DeAndre Slngletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: R o u t ~ n e VOA T r ~ p Blank sample

External Sample Number:

Expected Conc: (or C~rc le One: M e d ~ u m Hlgh) Date Time(Z4 hr)

Latitude: sample collection: start: 7/'/q IF.& Longitude: End: 11- - -

Laboratory Analyses: Container Preservative Holding Time Analysis

2 - 40mL VOA vlal 4 Deg C, HCL t o pH<2 14 Days 1 VOCs in Water by G U M S

Sample Comments:

Sample Collected By: BM

Page 256: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 112 QC Code: @ Matr ix: Water Tag ID :

Pro jec t ID : DS07ES Project Manager: DeAndre Slngletary P ro jec t Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

S i te Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Si te ID : 07ES Si te OU: 02 RESORATION

Locat ion Desc: Routine VOA sample Pl"eg4Wd~q E 4 ~ f l 4

External Sample Number:

Expected Conc: (or C~rcle One: Low Medium H~gh) Time(24 h r )

Lat i tude: - Sample Collection: Start: --

End: _/A- Longi tude: - - - --

Field Measurement

Parameter Value Uni ts Conductance, Speclflc : urnhos/cm

Temperature : Deg C T u r b ~ d ~ t y : NTU

pH : SU

Labora tory Analyses: Container Preservative Holdlng Tlrne Analysis

L - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs in Water by GUMS

Sample Comments:

Sample Collected By: BM

Page 257: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 101 QC Code: - Matrix: Water Tag ID: 4459-101--

Pro jec t I D : DS07ES Project Manager: DeAndre S~ngletary Pro jec t Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

S i te Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

- Locat ion Desc: Rout~ne VOA sample

External Sample Number:

Expected Conc: (or Circle One: Low ~ e d ~ u m m Date , 7 7 4 hr )

Lat i tude: Sample Collection: Star t : n%g --

Longi tude: End: I 1 --

Field Measurement

Parameter Uni ts Conductance, Spec~fic : .-uah&m Ys/m

Temperature : I Deg C Turb~dity : @ - 0 NTU

p~ : LC?& s u Laboratory Analyses:

Container Preservattve Holding Tlme Analysis

2 40mL VOA vlal 4 Deg C, HCL to pH<2 14 Days 1 VOCs ~n Water by G U M S

Sample Comments:

(NIA)

Sample Collected By: EM

Page 258: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 29 QC Code: - Matrix: Water Tag ID: 4459-29--

Project ID : DS07ES Project Manager: DeAndre S~ngle tary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: @* p 7 3 - c ~ External Sample Number:

Expected Conc: (or Clrcle One: m e d l u m Hlgh) Date Time(24 hr )

Latitude: a o e c t i o : t a r t : 713 O r Longitude: End: / / - -

Field Measurement

Parameter Units Conductance, Speci f~c : ~4abwkwC$/Cm

Temperature : 252 3 Deg C T u r b ~ d ~ t y : 4L U- NTU

pH : 4 4 5 SU

Laboratory Analyses: Container Preservative Holding Time Analysis

~1 - 40mL VOA biai 4 Dcy C, HCL to pH<2 14 Days 1 VOCs in Water by GCIMS for Low Detect ion Limits -- Sample Comments:

Sample Collected By: BM

Page 259: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 30 QC Code: - Matrix: Water Tag ID: 4459-30.-

Project ID: DS07ES Project Manager: DeAndre Slngletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: ,Ml/rJ-@3- f id External Sample Number:

Expected Conc: (o r C~rc le One: @ ~ e d l u m Hlgh) Date Time(24 hr)

Latitude: sample ~o l l ec t i on : start: ?/'I og I‘/ - :3s' -

Longitude: End: i_J_

Field Measurement

Parameter Units Conductance, S p e c ~ f ~ c : OS/CQ ?5,,e5-

Temperature : Deg C Turb~d l t y : NTU

pH : 5 S U

Laboratory Analyses: Container Preservative Holdlng Time Analysis

I ) - 4OmL VOA vlal 4 Deg C, HCL to pHc2 14 Days 1 VOCs ~n Water by GC/MS for Low Detection Llmits

Sample Comments:

Sample Collected By: BM

Page 260: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 3 1 QC Code: - Matrix: Water Tag ID: 4459-31.-

Project ID: DS07ES Project Manager: DeAndre Singletary Pro jec t Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Si te Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 0 2 RESORATION

Location Desc: A'& (03 48 External Sample Number:

Expected Conc: (o r Circle One: M e d ~ u m High) Date Tirne(24 hr)

Latitude: 7 Y 15: 30 Sample Collection: Start: / / OY - - Longitude: End: 1 1 --

Field Measurement

Parameter ?3 Wue Units

Conductance, S p e c ~ f ~ c : Temperature : gJ,LiD

- @~C"I Deg C

Turb ld~ ty : /7, '0 NTU p~ : k ; 63 su

Laboratory Analyses: C o n t a i n e r Preservative Holding T i m e A n a l y s l s

4 40rnL VOA vla l 4 Deg C, HCL t o pH<2 14 Days 1 VOCs ~n Water by GCIMS for Low Detection Llmlts

Sample Comments:

Sample Collected By: EM

Page 261: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: I 0 QC Code: Matrix: Water Tag ID&&&+^& Project ID : DS07ES Project Manager: DeAndre S~ngletary

Project Desc: Cleburn Street Well LTRA @,

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site I D : 07ES Site OU: 02

Location Desc:

External Sample Number:

Expected Conc: (o r C~rc le One: Medium High)

Latitude: Sample Collection: Start:

Longitude: - - - End: / / - - I r. ?A

Field Measurement

Parameter Conductance, S p e c ~ f ~ c :

Laboratory Analyses: Container Preservative Holding Tlme Analysis

4 40mL VOA "la1 4 Deg C, HCL t o pH<2 14 Days 1 VOCs in Water by GCIMS for Low Detection Limlts

Sample Coilected By: BM

Page 262: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number : 4459 Sample Number: 32 QC Code: Matr ix: Water Tag ID : 4459-32-

. Pro jec t I D : DS07ES Project Manager: DeAndre Singletary Pro ject Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Si te Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Si te I D : 07ES Site OU: 02 RESORATION

Locat ion Desc: - , /nw- I ~ ~ Y - A & External Sample Number:

Expected Conc: (or Circle One: ~ o w a ~ ~ g h ) Date Time(24 hr)

Lat i tude: s a m p l e ~ o l l e c t i o n : Start: 7 p l o y 17: -- 20 Longi tude: - End: JJ- --

Field Measurement

Parameter Un i ts Conductance, Specific : M&W~

Temperature : 20. $$ Deg C Turbidity : .- NTU

p~ : 6.e s u Laboratory Analyses:

Container Preser~ative Holding Time Analysis

4 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs in Water b y GCIMS for Low Detection Limit5

Sample Comments:

(NIA)

Sample Col lected By: BM

Page 263: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASK Number: 4459 Sample Number: 33 QC Code: - Matrix: Water Tag ID: 4459-33-- --

Project ID: DS07ES Project Manager: DeAndre S~ngletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 0 2 RESORATION

Location Desc: / V ~ ~ - ! P Y #& External Sample Number:

Expected conc: (o r G r c e One. Low @ H g h ) Date :zi: h r 1

Latitude: Sample Collection: Start: 7 12?/ @f Longitude: End: I 1 - -

Field Measurement

Parameter Value Units Conductance, S p e c ~ f ~ c : 730 - hi$/(&

Temperature : a0.n Deg C T u r b ~ d ~ t y : 0) .<' NTU

p H : SU

Laboratory Analyses: Container Preservative Holdlng Time Analysts

/i 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs ~n Water by GC/MS For Low Detection Limits -

Sample Comments:

(N/A)

Sample Collected By: BM

Page 264: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 34 QC Code: - Matrix: Water Tag ID: 4459-34.-

Project ID: DS07ES Project Manager: DeAndre Slngletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc:

External Sample Number:

Expected Conc: (or Circle One: @ M e d u m H1gi-1) Date Time(24 hr)

Latitude: sample collection: start: 7 7'/*? @ -- :YO Longitude: End: l / - .-

Field Measurement

Parameter Value Units Conductance, S p e c ~ f ~ c :

Temperature : +r T u r b d t : 9%; NTU

pH : SU

Laboratory Analyses: Container Preservative Holdlng Time Analysis

'I 40ml VOA via l 4 Oeg C, HCL to pH<2 14 Days 1 VOCs ~n Water by GCIMS for Low Detection Llmlts

Sample Comments:

( W A )

Sample Collected By: BM

Page 265: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 35 QC Code: - Matrix: Water Tag I D : 4459-35.-

Pro ject I D : DS07ES Project Manager: DeAndre S~ngletary Pro ject Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Si te Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID : 07ES Si te OU: 02 RESORATION

Locat ion Desc: - - [OH External Sample Number:

Expected Conc: (or Circle One: Lo Medium High) 8 . Date Time(24 h r )

7 25' d

Latitude: samp le Collectibn: s ta r t : 9:64 Longitude: End: .iJ- --

Field Measurement

Parameter Value Uni ts Conductance, Specific :

Temperature : Turbidity : * 0. 0 z U-GC"

NTU pH : I SU

-- - Laboratory Analyses:

Container Preservative Holding Time Analysis

4 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs in Water by GCIMS for Low Detection Limits

Sample Comments:

M A )

Sample Collected By: BM

Page 266: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 36 QC Code: - Matrix: Water Tag ID: 4459-36--

Project ID: DSO7ES Project Desc: Cleburn Street Well LTRA

City: Grand Island Program: Superfund

Site Name: 07ES CLEBURN STREET WELL RESORATION

Project Manager: DeAndre Singletary

State: Nebraska

1 HR MARTINIZING GW Site lD : 07ES Site OU: 02

A w - /;w Location Desc:

External Sample Number:

Expected Conc: (o r Clrcle One: LOW- Hlgh) Date Time(24 hr)

Latitude: Sample Collection: start: 7 116 7 K:g9 Longitude: End: 1 I

Field Measurement

Parameter V lue Units Conductance, Specl f~c : % 2 2 l+mh&%+ %22~~

Temperature : 18~ 0 4 Deg C T u r b ~ d i t y : Pt l? NTU

pH : A, .4 S U

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vlal 4 Deg C, HCL to pH<2 14 Days 1 VOCs ~n Wate r by GCIMS for Low Detection Llmlts

Sample Comments:

(N IA)

Sample Collected By: BM

Page 267: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 37 QC Code: - Matrix: Water Tag ID: 4459-37.-

Pro jec t I D : DS07ES Project Manager: DeAndre S~ngletary Pro jec t Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Si te Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Si te ID: 07ES Site OU: 02 RESORATION

Locat ion Desc: /tl&-ab External Sample Number:

Expected Conc: (or Clrcle One. Med~um Hlgh) Date Time(24 hr )

Lat i tude: Sample Collection: Start : 7 f 25 / /3 .DO Longitude: - End: 1 I --

Field Measurement

Parameter Units Conductance, Specific : w+k&aa L45xPJ

Temperature : / 4, b -g Deg C Turbidity: 5.2 5 NTU

pH : 'iT- S U

Laboratory Analyses: Container Preservative Holding Time Analysis

1 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs in Water by GCIMS for Low Detection Limits

Sample Comments:

Sample Collected By: BM

Page 268: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASK Number: 4459 Sample Number: 102 QC Code: - Matr ix : Water Tag ID : 4459-102--

Pro ject I D : DSO7ES Project Manager: DeAndre Singletary Pro ject Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Si te Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID : 07ES S i te OU: 02 RESORATION

Locat ion Desc: Rout~ne VOA sample A d I L h External Sample Number:

Expected Conc: (or C~rcle One. ~ow-rn?KjQ Date

7 ~ ; : 4 h r ) Lat i tude: Sample Collection: Start : 2%g --

Field Measurement

Parameter Uni ts Conductance, Spec~f~c : urn- WiZw

Temperature : t7,8V Deg C Tu rb~d~ ty : I TO NTU

p~ : 617.2 s u Laboratory Analyses:

Contarner Preservative Holding Time Analysis 2 - 40rnL VOA vlal 4 Deg C, HCL t o pH<2 14 Days 1 VOCs ~n Water by GCIMS

Sample Cornments:

(N/A)

Sample Collected By: BM

Page 269: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

Y Y U - /~z -F& ASR Number: 4459 Sample Number: 111 QC Code: @ Matrix: Water Tag ID:

Project ID : DS07ES Project Manager: DeAndre Slngletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Derc: Routme VOA sample /n W. I External Sample Number:

Expected Conc: (or Clrcle One. Date Time(24 hr )

Latitude: 7 2 r 0 Sample Collection: Start: / / 7 -- 1s: /o Longitude: - End: / /

Field Measurement

Parameter vaP9 Units Conductance, S p e c ~ f ~ c :

Temperature : T u r b ~ d ~ t y :

+ UvL4 15-0 NTU

p~ : 6,72 s u Laboratory Analyses:

Contalner Preservative Holding Tlme Analysis

2 40mL VOA v ~ a l 4 Deg C, HCL to pH<2 14 D a y s 1 VOCs in Water by GCIMS

Sample Comments:

Sample Collected By: BM

Page 270: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 103 QC Code: - Matrix: Water Tag ID: 4459-103.- - -- - -- - -.

Project ID: DS07ES Project Manager: DeAndre S~ngle tary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 H R MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: Rou t~ne VOA sample ,h&~# External Sample Number:

Expected Conc: (o r C~rc le One: Low M e d ~ u m Date Time(24 hr )

Latitude: Sample Collection: Start: / 1 Longitude: End: / I - -

Field Measurement

Parameter Units Conductance, Specif~c : w;at7oSc.D.- %%~Ls

Temperature : 7.8, g Deg C T u r b ~ d ~ t y : &. 0 NTU

pH : ?! S U

Laboratory Analyses: Container Preservative Holding Time Analysis

L - 40mL VOA vla l 4 Deg C, HCL t o pH<2 14 Days 1 VOCs ln Water by GC/MS

Sample Comments:

Sample Collected By: BM

Page 271: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 38 QC Code: - Matrix: Water Tag ID : 4459.38.-

Project I D : DS07ES Project Manager: DeAndre S~ngle tary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID : 07ES Site OU: 02 RESORATION

Location Desc: E n w .r External Sample Number:

Expected Conc: (or C~rc le One: w edlum Hlgh) Date Time(24 hr)

Lat i tude: e o n : a t : 7 ~i 7 17 -- 6s Longitude: End: I I --

Field Measurement

Parameter Value Uni ts Conductance, Specific : 4 4 4 .&&&- M y - ~

Temperature : LY

/7.$4 Deg C Turbidity : @. G/ NTU

p~ : C*32- su Laboratory Analyses:

Container Preservative Holding Time Analysis

4 - 40mL VOA v ia l 4 Deg C, HCL to pH<> 14 Days 1 VOCs i n Water by GCIMS for Low Detection Limits

Sample Comments:

Sample Collected By: BM

Page 272: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Nurr iber: ~ l e Number: 18 QC Code: - Matrix: Water Tag ID: 4459-

Project ID: DS07ES Project Manager: DeAndre Slngletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: /

External Sample Number: -

Expected Conc: (o r Clrcle One: @ M e d ~ u m High) Date Time(24 hr)

7 75- iY.Z Latitude: Sample Collection: Start: 1 17 . -

Longitude: End: I I - -

Field Measurement

Parameter I 37gIue

Units Conductance, S p e c ~ f ~ c : e fis&

Temperature : )7. 9 / Deg C Turbidity : 0.9 NTU

p H : 6 ~ 7 0 S U

Laboratory Analyses:

4 - 40mL VOA vlal 4 Deg C, HCL t o pH<2 14 Days 1 VOCs in Water by GCIMS for Low Detectlon Llmlts

Sample Comments:

Sample Collected By: BM

Page 273: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 39 QC Code: - Matrix: Water Tag ID : 4459-39.-

Project ID: DSO7ES Project Manager: DeAndre Slngletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID : 07ES Site OU: 0 2 RESORATION

- Location Desc:

External Sample Number:

Expected Conc: (o r ~ f r c e one : Q ~ e d l u m H ~ g h ) Date Time(24 h r )

Lat i tude: Sample Collection: Start : 73 -@7 1 I 1P:fp-J -- Longitude: End: I I --

Field Measurement

Parameter Value 6 71

Units Conductance, S p e c ~ f ~ c :

&

urn*etnkrr DIs/c-47 Temperature : 9795 Deg C

T u r b ~ d ~ t y : 0, (2 NTU pH :- su R ~ Y

Laboratory Analyses: Contalner Preservative Holding Time Analysis

4 - 40mL VOA vlal 4 Deg C, HCL to p H c 2 14 Days 1 VOCs in Water by G U M S for Low Detection Llmlts

Sample Comments:

Sample Collected By: BM

Page 274: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 104 QC Code: - Matrix: Water Tag I D : 4459-104.-

Pro ject I D : DS07ES Project Manager: DeAndre Slngletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site I D : 07ES Si te OU: 02 RESORATION

Location Desc: Routine VOA sample B W-1 External amble Number:

Expected Conc: (or Circle One: Low M e d ~ u m @ Date Time(24 hr )

Lat i tude: Sample Collection: Start: 7 1 z5°'7 1 1?:3& Longitude: End: JJ- --

Field Measurement

Parameter Value Units Conductance, S p e c ~ f ~ c : 6 1 0 u.wh+m- US&?

Temperature : 1 7 ~ 3 Deg C T u r b ~ d ~ t y : 0 . 0- NTU

pH : T SU

Laboratory Analyses: Container Preservat ive Holding Tlrne Analysls

L - 40rnL VOA vlal 4 Oeg C, iiCL to pH<2 14 Days 1 VOCS ~n Water by GC/MS

Sample Comments:

(WA)

Sample Collected By: EM

Page 275: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 105 QC Code: - Matrix: Water Tag ID: 4459-105.-

Project ID: DS07ES Project Manager: DeAndre S~ngle tary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: Rou t~ne VOA sample I

External Sample Number:

Expected Conc: (or Clrcle One: Low M e d ~ u m @) Date ,;7;4 hr)

Latitude: 7 ErD Sample Collection: Start: I I 7 --

Longitude: End: I I --

Field Measurement

Parameter Value Units Conductance, Specific : L l q m l.7vL%

Temperature : ! f . ~ ' $ Deg C T u r b ~ d ~ t y : 4 0 NTU

p~ : 6, c3 s u Laboratory Analyses:

Container Presei-vatwe Holding Time Analysis

2 - 40mL VOA vlal 4 Deg C, HCL t o pH<2 14 Days 1 VOCs in Water by GCIMS

Sample Comments:

Sample Collected By: BM

Page 276: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number : 4459 Sample Number: 106 QC Code: - Matrix: Water Tag ID: 4459.106.-

P ro jec t ID: DS07ES Project Manager: DeAndre S~ngletary P ro jec t Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

S i te Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Si te I D : 07ES Site DU: 02 RESORATION

Locat ion Desc: Rout~ne VOA sample E w43 External Sample Number:

Expected Conc: (or Circle One: Low Medium High) Date Time(24 h r )

Lat i tude: Sample Collection: Start: 7 KD‘/ 17 -- 3eD Longi tude: End: / 1 - -

Field Measurement

Parameter Value Uni ts Conductance, Spec~f~c : 6 2 2 umhos/cm

Temperature : (7.12 Deg C Tu rb~d~ ty : r ic 0 NTU

p~ : 6.CZ s u -- Labora tory Analyses:

Container Preservative Holding Time Analysis

2 - 40mL VOA vlal 4 Deg C, HCL to pH<2 14 Days 1 VOCs ~n Water by GCIMS

Sample Comments:

Sample Col lected By: BM

Page 277: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 43 QC Code: FB Matrix: Water Tag ID: 4459-43-FB

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: LDL VOA T r ~ p Blank sample 3

Expected Conc: (or Clrcle One: Date Time(Z4 hr)

Latitude: Sample Collection: start: 7' //5/~7 /T:W --

Longitude: End: / /

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA v ~ a l 4 Oeg C, HCL t o pH<2 1 4 Days 1 VOCs ~n Water by GC/MS for Low Detection L lml ts

Sample Comments:

Sample Collected By: EM

Page 278: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 15 QC Code: - Matrix: Water Tag ID: 4459-15--

Project ID: DS07ES Project Manager: DeAndre Slngletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: OPT- 3 R External Sample Number:

Expected Conc: (or Clrcle One: Low - ~ l g h ) Date Tirne(24 hr)

Latitude: - 7 . 2 0 /8 : 3 0 Sample Collection: Start: 13-9 - -

End: 11- Longitude: - - - --

Field Measurement

Parameter Value Units Conductance, Specific : 600 u~nhadm bf.f/dVY)

I'?, qqY Temperature : Deg C Turbidity : 6'8 0 NTU

pH : L 52 S U

Laboratory Analyses: Conta iner Preserva t i ve H o l d i n g T i m e Analysis

1 - 1 Liter Cubitainer 4 Deg C 14 Days 1 Alkalinity in Water by Titration

1 - 1 Liter Cubitainer 4 Deg C 2 Days 1 Anions in Water by I o n Chromatography

1 - I Liter Cubitainer 4 Deg C 7 D a y s 1 TDS or Total Dissolved Solids

1 - 1 Liter Cubitainer HN03 acidify, 4 Deg C 180 Days 1 Hardness in Water b y Calculation

1 Metals in Water by ICP

1 - 1 Liter amber glass HZ504 to pH<2, 4 Deg C 28 Days 1 Total Organic Carbon in Water

1 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs in Water by GC/MS for Low Detection Limits

Sample Comments:

Sample Collected By: BM

Page 279: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Callection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 16 QC Code: Matrix: Water Tag ID: 4459-16-- -

Project I D : DSO7ES Project Manager: DeAndre Slngletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: #w- Y f l External Sample Number:

Expected Conc: (o r C~rc le One: LOW- t i lgh) Date Time(24 hr)

Latitude: - sample collection: Start: ~ @ E Y End: 11- Longitude: --A --

Field Measurement

Parameter Units Conductance, Specific : lJdaskm u%~lh

Temperature : 17, /.? Deg C Turbidity : "54 NTU

pH.: rn 0 S U - Laboratory Analyses:

Container Preservative Hold ing~ime Analysis

1 - 1 Liter Cubitainer 4 Deg C 14 Days 1 Alkalinity in Water by Titration

1 - 1 Liter Cubitainer 4 Deg C 2 Days 1 Anions in Water by Ion Chromatography

1 - 1 Liter Cubitainer 4 Deg C 7 Days 1 TDS or Total Dissolved Solids

1 - 1 i l t e r Cubitainer HN03 acidify, 4 Deg C 180 Days 1 Hardness in Water b y Calculation

1 Metals in Water by ICP

1 - 1 Liter amber glass H2SO4 t o pH<2, 4 Deg C 28 Days 1 Total Organic Carbon in Water

4 - 40mL VOA vial 4 Deg C, HCL to p H c 2 14 Days 1 VOCs in Water by GC/MS for Low Detection Limits

Sample Comments:

(NIA)

Sample Collected By: BM

Page 280: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 17 QC Code: - Matrix: Water Tag ID: 4459-17.-

Project ID: DS07ES Project Desc: Cleburn Street Well LTRA

City: Grand Island Program: Superfund

Site Name: 07ES CLEBURN STREET WELL RESORATION

- -

Project Manager: DeAndre Slngletary

State: Nebraska

1 HR MARTINIZING GW Site ID: 07ES Site OU: 02

I

- Location Desc:

I

External Sample Number: /-=\

Expected Conc: (or Circle One: Low Date Time(24 hr)

Latitude: Sample Collection: Start: ' /WIo4 q: -- 10 Longitude: End: / / --

Field Measurement

Parameter &;ye Units Conductance, Specific : ~i@b&m L ? $ ~ &

Temperature : Deg C Turbidty : 0.0 NTU

pH : b . TI SU

Laboratory Analyses: Container Preservative

1 - 1 Liter Cubitainer 4 Deg C

1 - 1 Liter Cubitainer 4 Deg C

1 - 1 Liter Cubitainer 4 Deg C

1 - 1 L~ter Cubitainer' HNO3 acidity, 4 Deg C

1 - 1 Liter amber glass H2S04 t o pH<2, 4 Deg C

4 - 40mL VOA vlal 4 Deg C, HCL to pH<2

Holding Time Analysis

14 Days 1 Alkalinity in Water by Titration

2 Days 1 Anions in Water by Ion Chromatography

7 Days 1 TDS or Total Dissolved Solids

180 Days . 1 Hardness in Water by Calculation

1 Metals in Water by ICP

28 Days 1 Total Organic Carbon in Water

14 Days 1 VOCs in Water by GUMS for Low Detection Limits

Sample Comments:

Sample Collected By: BM

Page 281: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 21 QC Code: - Matrix: Water Tag ID: 4459-21-- - -

Project ID: DS07ES Project Desc: Cleburn Street Well LTRA

City: Grand Island Program: Superfund

Site Name: 07ES CLEBURN STREET WELL RESORATION

Project Manager: DeAndre Singletary

State: Nebraska

1 HR MARTINIZING GW Site ID: 07ES Site OU: 02

Location Desc: f l w - / / p i External Sample Number:

Expected Conc: (or C~rc le One: @ed,um High) Date Time(24 hr)

Latitude: Sample Collection: Start: 342/2'7 -- If : lo End: I I Longitude: - - - --

Field Measurement

Parameter Value Units Conductance, Speci f~c : 32 d u a h w k ~ h @ i m

Temperature : /&.C$' D e g C Turb id~ ty : 0 . 0 NTU

pH : 7 . / g SU

Laboratory Analyses: C~ntainer Preservative Holding Time Analysis

4 - 40mL VOA vlal 4 Deg C, HCL to pH<Z 14 Days 1 VOCs tn Water by GC/MS for Low Detect~on Llmlts

Sample Comments:

Sample Collected By: BM

Page 282: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASK Number: 4459 Sample Number: 22 QC Code: -. Matrix: Water Tag ID: 4459-22--

Project ID: DS07ES Project Manager: DeAndre Slngletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: f l w 4 4 External Sample Number:

Expected Conc: (or Clrcle One: Medium High) Date Qime(24 hr)

Latitude: - - - ample ~ o l l e c t i o n : start : 7 1231 QY 3tJs'/ - - z'yd End: / 1 Longitude: - - - --

Field Measurement

Parameter Units Conductance, Speclhc : U!ak@mf w@

Temperature : 19,rY Deg C Turbldlty : Lf. a NTU

pH : 6 . 7 Y su Laboratory Analyses:

Container Preservative Holding Time Analysis

4 40mL VOA ~1.3 4 Deg C, HCL to pH<2 14 Days 1 VOCs ln Water by GC/MS for Low Detection Llmlts - Sample Comments:

( W A )

Sample Collected By: BM

Page 283: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 23 QC Code: - Matrix: Water Tag ID: 4459-

Project ID : DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Is land State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: A W - / I # External Sample.Number:

Expected Conc: ( o r C~rc le One: @ ~ e d ~ u m Hlgh) Date Time(24 hr)

Latitude: 7 23 IZ :yo Sample Collection: Start: 11- -- End: _/A- Longitude: - --

Field Measurement

Parameter Units Conductance, S p e c ~ f ~ c : u m k q k m d f / ~ m

Temperature : Deg C Turb id~ ty : 0 . 0 NTU

pH : L 1 79 SU

Laboratory Analyses: Container Preservat ive Hold ing T ime Analysis

4 - 4OmL VOA vlal 4 Deg C, HCL t o pH<2 14 Days 1 VOCs in Water by GUMS for Low Detection Llrnlts

Sample Comments:

Sample Collected By: BM

Page 284: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 24 QC Code: - Matrix: Water Tag ID: 4459-24--

Project ID: DS07ES Project Manager: DeAndre S~ng le ta ry Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: AW- /a@ External Sample Number:

'

Expected COnC: (or C~rc le One: M e d ~ u m H~gh) Date Time(24 hr)

~ a t i t u d e : - Sample Collection: Start: 11- Longitude: End: / / --

Field Measurement

Parameter Value Units Conductance, Specif~c : 7.+0 udnhas/cm ~ 5 7 2 2 9

Temperature : zf't 5 T u r b ~ d ~ t y :

pH :

+ :;: 6 e ~ Y su

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs ln Water by GCIMS for Low Detect~on Llmlts

Sample Comments:

Sample Collected By: BM

Page 285: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 25 QC Code: - Matrix: Water Tag ID: 4459-25--

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Is land State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: &lP&tn 9r~d pj- w e / ) External Sample Number:

Expected Conc: (or Clrcle One: @ ~ e d l u r n Hlgh) Date Time(24 hr)

Latitude: Sample Collection: Start: 7__l3y I?.65 -- Longitude: End: / / --

Field Measurement

Parameter Units Conductance, S p e c ~ f ~ c : b l d a W w r U~'/CM

Temperature : Deg C T u r b ~ d ~ t y : NTU

pH : SU

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40rnL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs ~n Water by GC/MS for Low Detectson L m t s

Sample Comments:

Sample Collected By: BM

Page 286: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 26 QC Code: - Matrix: Water Tag ID: 4459-26--

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID : 07ES Site OU: 02 RESORATION

Location Desc: A W - [ O ~ && External Sample Number:

Expected Conc: (o r Clrcle One: medium Hlgh) Date Time(24 hr)

Latitude: 7 230 15: /s" Sample Collection: Start: _I 1-7 -.-

Field Measurement

Parameter Units Conductance, Spec i f~c : 26"!%; t+wk&m eqc@

Temperature : Deg C T u r b i d ~ t y : ' f l . 0 NTU

pH : 6. 74 SU

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vlal 4 Deg C, HCL t o pH<2 14 Days 1 VOCs ~n Water by GC/MS for Low Detect~on Llmlts

Sample Comments:

Sample Collected By: EM

Page 287: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 27 QC Code: - Matrix: Water Tag ID : 4459-27--

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: /MU/-/ 0-7 fl4 External Sample Number:

Expected Conc: (or C~rc le One: M e d ~ u m H ~ g h ) Date );;(; "1

Latitude: - - §ample ~o l lec t ion : start: 73?f! - - End: I I Longitude: -- - - -

Field Measurement

Parameter Units Conductance, S p e c ~ f ~ c : JLabdsm

Temperature : w, 6 3 Deg C T u r b ~ d ~ t y : @ * 0 NTU

pH : I 4 SU -

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vlal 4 Deg C, HCL to pH<2 14 Days 1 VOCs ~n Water by GC/MS for Low Detect~on Llmlts

Sample Comments:

Sample Collected By: E M

Page 288: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 42 QC Code: FB Matrix: Water Tag 11): 4459-42-FB

Project ID : DS07ES Project Manager: DeAndre S~ng le ta ry Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: LDL VOA Trip Blank sample 2

External Sample Number:

Expected Conc: (o r C r d e One: @ M e d u m H ~ g h ) Time(24 hr)

Latitude: Sample Collection: Start:

Longitude: - End: / / -.A

Laboratory Analyses: Container Preservative Holding Time Analysis

4 40mL VOA vial 4 Oeg C, HCL to pH<2 14 Days 1 VOCs in Water by GC/MS for Low Detection Limits

Sample Comments:

Sample Collected By: BM

Page 289: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 6 QC Code: - Matrix: Water Tag ID: 44596- -

Project ID: DSO7ES Project Manager: DeAndre Singletary Project Desc: C l e b u r n S t r e e t Well L T R A

City: Grand Island State: Nebraska Program: Superfund

Site Name: 0 7 E S C L E B U R N STREET WELL - 1 H R M A R T I N I Z I N G GW Site ID: 07ES Site OU: 02 R E S O R A T I O N

Location Desc: - . External Sample Number:

Expected Conc: (or C~rc le O n e : LOW- H l g h ) Date Time(24 hr)

Latitude: sample Collection: Start: 7/q /~7 @, -- 53- End: / / Longitude: - - - --

Field Measurement

Parameter sr"fe Units Conductance, Spec~ f~c : uUhE&3 &%?L*

Temperature : /Y, /3 Deg C Turb~d~ ty : YI f NTU

pH : 7, 9 5- SU

Laboratory Analyses: Conta iner Preservat ive Ho ld ing T ime Analys is

1 - 1 Liter Cubitainer 4 Deg C 14 Days 1 Alkalinity in Water by Titration

1 - 1 Liter Cubitainer 4 Deg C 2 Days 1 Anions in Water b y l o n Chromatography

1 - 1 Liter Cubitainer 4 Deg C 7 Days 1 TDS or Total Dissolved Solids

1 - 1 Liter Cubitainer HN03 acidify, 4 Deg C . 180 Days 1 Hardness in Water by Calculation

1 Metals in Water b y ICP

1 - 1 Liter amber glass H2S04 to pH<2, 4 Deg C 28 Days 1 Total Organiccarbon in Water

4 - 40mL VOA vial 4 Dey C, HCL to pH<2 14 Days 1 VOCs in Water by GC/MS for Low Detection Limits

Sample Comments:

Sample Collected By: BM

Page 290: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 7 QC Code: - Matrix: Water Tag ID: 4459-7.-

Project ID: DS07ES Project Manager: DeAndre S~ngletary Project Desc: Cleburn Street Well LTRA

City: Grand Is land State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: . - 43% External Sample Number:

Expected Conc: (o r Clrcle One: Low @ H ~ g h ) Date Time(24 hr)

Latitude: Sample Collection: Start: 7l2+ *7 @?:efs? -- Longitude: End: I / --

Field Measurement

Parameter Units Conductance, Specific :

Temperature : ' I & . 70 Deg C -WY

Turbidity : pfl G' NTU p~ : k , 5-6 su

Laboratory Analyses: C o n t a i n e r P r e s e r v a t i v e H o l d i n g T i m e Ana lys is

1 - 1 Liter Cubitainer 4 Deg C 14 Days 1 Alkalinity in Water by Titration

1 - 1 Liter Cubitainer 4 Deg C 2 Days 1 Anions in Water by I o n Chromatography

1 - 1 Liter Cubitainer 4 D e g C 7 Days 1 TDS or Total Dissolved Solids

1 - 1 Liter Cubitainer HN03 acidify, 4 Deg C 180 Days 1 Hardness in Water by Calculation

1 Metals in Water by ICP

1 - 1 Liter amber glass H E 0 4 t o p H i 2 , 4 Deg C 28 Days 1 Total Organic Carbon in Water

4 - 40mL VOA viai 4 Deg C, HCL t o pH<2 14 Days 1 VOCs in Water by GC/MS for L& Detection Limits

Sample Comments:

Sample Collected By: EM

1 of 1

Page 291: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 8 QC Code: - Matrix: Water Tag ID: 4 4 5 9 4 - -

Project I D : DS07ES Project Manager: DeAndre S~ng le ta ry Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: A'%%'- $6 External Sample Number:

Expected Conc: (or Circle One: i ow@ High) Date Time(24 h r )

Latitude: sample collection: start: 7 _lZZ/fl? gzj4 End: / / Longitude: - - - --

Field Measurement

Parameter Value Units Conductance, Specific : 3 qr' uinb=km 4$/dh

Temperature : f7,?5' Deg C

. . Turbidity : .@*L?' NTU pH : q! SU

Laboratory Analyses: C o n t a i n e r Preserva t i ve H o l d i n g T i m e Ana lys is

1 1 Liter Cubitainer 4 Deg C 14 Days 1Alka l in i ty in Water by Titration

1 - 1 Liter Cubitainer 4 Deg C 2 Days 1 Anions in Water by Ion Chromatography

1 - 1 Liter Cubitainer 4 Deg C 7 Days 1 TDS or Total Dissolved Solids

1 - 1 Liter Cubitainer HN03 acidify, 4 Dey C 180 Days 1 Hardness in Water by Calculation

1 Metals in Water by ICP

1 - 1 Liter amber glass H2S04 t o pH<2, 4 Deg C 28 Days 1 Total Organic Carbon in Water

4 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs in Water by GUMS for Low Detection Limits

Sample Comments:

(NIA)

Sample Collected By: EM

Page 292: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 9 QC Code: - Matrix: Water Tag ID: 4459-9--

Project ID: DS07ES Project Desc: Cleburn Street Well LTRA

City: Grand Island Program: Superfund

Site Name: 07ES CLEBURN STREET WELL RESORATION

Project Manager: DeAndre Singletary

State: Nebraska

1 HR MARTINIZING GW Site ID : 07ES Site OU: 02

Location Desc: D P G I f i External Sample Number:

Expected Conc: (or Clrcle One: LOW H ~ g h ) Date Tirne(24 hr) 7 ""

Latitude: sample Collection: Start: 7 L:&J Longitude: End: 1 / --

Field Measurement

Parameter Value Units Conductance, Specific : Ilmhnr/rm Uf/Cm

Temperature : lq.20 Deg C T u r b ~ d ~ t y : 0, 0 NTU

pH : ,W6: SU

Laboratory Analyses: . .

C o n t a i n e r Preserva t i ve

1 - 1 Liter Cubitainer 4 Deg C

1 - 1 Liter Cubitainer 4 Deg C

1 - 1 Liter h b i t a i n e r 4 Deg C

1 - 1 Liter Cubitainer HN03 acidify, 4 Deg C

1 - 1 Llter amber glass H2S04 to pH<2, 4 Deg C

4 - 40mL VOA vlal 4 Deg C, HCL t o pH<2

H o l d i n g T i m e Ana lys is

14 Days 1 Alkalinity in Water b y Titrat ion

2 Days 1 Anions in Water by I o n Chromatography

7 Days , 1 TDS or Total Dissolved Solids

180 Days 1 Hardness in Water by Calculation

1 Metals in Water by ICP

28 Days 1 Totai Organic Carbon in Water

14 Days 1 VOCs in Water by GCIMS for Low Detection Limits

Sample Comments:

(N/A)

Sample Collected By: BM

Page 293: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 10 QC Code: - Matr ix : Water Tag I D : 4459-lo--

Pro jec t ID : DS07ES Pro jec t Manager: DeAndre Slngletary Pro jec t Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund -

S i te Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Si te ID: 07ES Site OU: 02 RESORATION

Locat ion Uesc: D P t - I & External Sample Number:

Expected Conc: (or C~rcle One: LOW-~igh) Date Time(24 hr)

Lat i tude: Sample Collection: Start :

Longitude: End: / / --

Field Measurement

Parameter Uni ts Conductance, Specific : w&gsIm% &5/~4

14123 Temperature : Deg C Turbidity : v, 3 NTU

p~ : 6 , 59 s u Laboratory Analyses:

Container Preservative Holding Time Analysis

1 - 1 Liter Cubitainer 4 Deg C 14 Days 1 Alkalinity in Water b y Titration

1 - 1 Liter Cubitainer 4 Deg C 2 Days 1 Anions in Water by I o n Chromatography

1 - 1 Liter Cubitainer . 4 Deg C. 7 Days 1 TDS or Total Dissolved Solids

1 - 1 Liter Cubitaincr HN03 acidify, 4 Deg C 180 Days 1 Hardness i n Water by Calculation

1 Metals in Water b y ICP

1 - 1 Liter amber glass H 2 5 0 4 to pH<2, 4 Deg C 28 Days 1 Total Organic Carbon in Water

4 - 40mL VOA vial 4 Deg C, HCL t o pH<2 14 Days 1 VOCs in Water b y GC/MS for Low Detection Limits

Sample Comments:

Sample Collected By: EM

Page 294: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Reg ion 7 Kansas City, KS

Y Y W /a, ,cb ASR Number: 4459 Sample Number: 11 QC Code: Matr ix: Water Tag ID : --

- -

Projec t ID : DS07ES Pro jec t Manager: DeAndre Singletary Pro jec t Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

S i te Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Si te ID : 07ES Si te OU: 02 RESORATION

Locat ion Desc: PPT- 16 External Samp le Number :

Expected Conc: (or Circle One: LOW@ High) Date Time(Z4 hr )

Lat i tude: 7 66'4

Sample Col lect ion: Start: I I 12 -- ,3~- Longi tude: End: I 1 --

Field Measurement

Parameter Value Un i ts Conductance, Specific : 5-$1 U ~ / C M

Temperature : /$.A3 Deg C Turbidity : %3 NTU

pH : LC SU

Laboratory Analyses: Container Preservative Holding Time Analysis

1 - 1 Liter Cubitainer 4 Dey C 14 Days 1 Alkalinity in Water by Titration'

1 - 1, Liter Cubitainer 4 Deg C 2 Days . 1. Anions in Water by Ion Chromatography

1 - 1 Liter Cubitainer 4 Dey C 7 Days 1 TDS or Totai Dissoived Solids

1 - 1 Liter Cubitainer HN03 acidify, 4 Deg C 180 Days 1 Hardness in Water b y Calculation

1 Metals in Water by ICP

1 - 1 Liter amber glass H2S04 t o pH<2, 4 Dey C 28 Days 1 Total Organiccarbon in Water

4 - 40mL VOA vial 4 Dey C, HCL t o pH<2 14 Days 1 VOCs in Water by GCIMS for Low Detection Limits

Sample Comments:

Sample Col lected By: BM

Page 295: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 12 QC Code: - Matrix: Water Tag ID : 4459-12.- - --

Project ID : DS07ES Pro jec t Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Si te OU: 02 RESORATION

Location Desc: ~ ) P T - 2.6 External Samp le Number:

Expected Conc: (or C~rcle One. LOW- H~gh) Date Time(24 hr)

Lat i tude: Sample Collection: Start: 7 lZz/ ' Y End: 1 1 Longitude: - - - --

Field Measurement

Parameter Value Uni ts Conductance, Specific : 5-7 2 L ! d u & = &5M9

Temperature : T I a ?-b Deg C Turbidity :

pH : + NTU

0 . SU

Laboratory Analyses: Container Preservative Holding Time Analysis

1 - 1 Liter Cubitainer 4 Deg C 14 Days 1 Alkalinity in Water by Titration

1 ; 1 Liter Cubitainer 4 Deg C 2 Days 1 Anions in Water by I o n Chromatography

1 - 1 Liter Cubitainer 4 Deg C 7 Days 1 TDS or Total Dissolved Solids

1 - 1 Liter Cubitainer HN03 acidify, 4 Deg C 180 Days 1 Hardness in Water by Calculation

1 Metals in Water by ICP

1 - 1 Liter amber glass H2504 to pH<2, 4 Deg C 28 Days 1 Total Organic Carbon in Water

4 - 4UmL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs in Water by GC/MS for Low Detection i im i t s

Sample Comments:

( W A )

Sample Collected By: BM

Page 296: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 13 QC Code: - Matrix: Water Tag ID: 4459-13--

Project ID: DS07ES Project Manager: DeAndre Slngletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund -

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: @r-'L& External Sample Number:

Expected Conc: (o r C~rc le One: Low dlu High) Date Time(24 hr)

Latitude: ~ a m z e c t i o n : start: 7~257 -- Longitude: End: I I --

Field Measurement

Parameter Value Unit Conductance, Specific : & T o umke'ew @&!$&@

Temperature : I 4,70 Deg C Turbidity : 0, 0 NTU

pH : 6. 7 s SU

Laboratory Analyses: C o n t a i n e r P r e s e r v a t i v e H o l d i n g T i m e Ana lys is

9 1 - 1 Liter Cubitainer 4 Deg C 14 Days 1 Alkalinity in Water by Titration

1 - 1 Liter Cubitainer 4 Deg C 2 Days 1 Anions in Water by I o n Chromatography

1 - 1 Litcr Cubitainer 4 Deg c 7 Days 1 TDS o r ~ o t a i Dissolved Solids

1 - 1 Liter Cubitainer HN03 acidify, 4 Deg C 180 Days 1 Hardness in Water by Calculation

1 Metals in Water by ICP

1 - 1 Liter amber glass H 2 5 0 4 to p H i 2 , 4 Deg C 28 Days 1 Total Organic Carbon in Water

4 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCS in Water by GC/MS for Low Detection Limits

Sample Comments:

Sample Collected By: BM

Page 297: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 14 QC Code: - Matrix: Water Tag ID: 4459-14.-

Project ID : DS07ES Project Manager: DeAndre S~ng le ta ry Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 0 2 RESORATION

Location Desc: Dpr- 3 4 External Sample Number:

Expected Conc: (or Circle One: Low a Hlgh) Date r;? hr) Latitude: Sample Collection: start: 7Izz/ 47 --

Longitude: - End: I I --

Field Measurement

Parameter Units Conductance, Specific : WA=&m

Temperature : /&6$ Deg C Turbidity : 5, 0 NTU

pH : 6.B g' SU

Laboratory Analyses: C o n t a i n e r Preserva t i ve H o l d i n g T i m e Ana lys is

1 - 1 Liter Cubitainer 4 Deg c 14 Days 1 Aikalinity in Water by Titration

I - 1 Liter Cubitainer 4 Deg C 2 Days 1 Anions in Water by I o n Chromatography

1 - 1 Liter Cubitainer 4 Deg C 7 Days. 1 TDS or Total Dissolved Solids

1 - 1 Liter Cubitainer HN03 acidify, 4 Deg C ' 180 Days 1 Hardness in Water b y Calculation

1 Metals in Water by ICP

1 - 1 Liter amber glass H2S04 to pH<2, 4 Deg C 28 Days 1 Total organic Carbon in Water

4 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs in Water by GC/MS for Low Detection Limits

Sample Comments:

Sample Collected By: BM

Page 298: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 41 QC Code: FB Matrix: Water Tag ID: 4459-41-FB

Project ID: DS07ES Project Manager: DeAndre S~ng le ta ry Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: LDL VOA Trip Blank sample 1

External Sample Number:

Expected Conc: (o r Circle One: & Medium High) Date Time(24 hr)

Latityde: w 7 4 89 Sample Collection: Start: 1 I / f r : -- @

Longitude: - - - End: I / --

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs ~n Water by GC/MS for Low Detection Llmrts

Sample Comments:

( W A )

Sample Collected By: BM

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Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 2 0 QC Code: Matrix: Water Tag ID: 4459-20-FB

Project ID: DS07ES Project Manager: DeAndre S~ngle tary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

External Sample Number:

Expected Conc:

Latitude:

(or Circle One: @ Medium High) Date Time(24 hr) -

7 zo@? Sample Collection: Start: / 1 c:& Longitude: - - - End: / / --

Field Measurement . .

Parameter Value Units Conductance, Specific : ./L/# umhos/cm

Temperature : 4 Deg C Turb id i t y : ' r /4 NTU

pH : MP S U

Laboratory Analyses: Container Preservative Holding Time Analysis

1 - 1 Liter Cubitainer 4 Deg C 14 Days 1 alkalinity in Wafer by itr ratio" 1 - 1' Liter Cubitainer 4 Deg C 2 ,Days 1 Anions in Water by I o n Chromatography

, . . . 1 - 1 Liter Cubitainer 4 Deg C 7 Days 1 TDS o r Total Dissolved Solids

1 - 1 L t e r Cubitainer HN03 acidify, 4 Deg C 180 Days 1 ~ a r d n e s s in Water by Calculation

1 Metals in Water by ICP

1 - 1 Liter amber giass H2SO4 to pH<2, 4 Deg C 28 Days 1 Total Organic Carbon in Water

4 - 40mL VOA viai 4 Deg C, HCL to pH<2 14 Days 1 VOCs in Water by G U M S for Low Detection Limits

Sample Comments:

Sample Collected By: BM

Page 300: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 1 QC Code: - Matrix: Water Tag ID: 4459-I--

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund -

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

External Sample Number:

Expected Conc: (or C~rcle One: Low ~ediu- Date Time(24 hr)

Latitude: Sample Collection: Start: 7 1 2 ~ / 7 O9:95 -

Longitude: End: 1 1 --

Field Measurement

Parameter Value Units . Conductance, Spec~f~c : //Vo +ImhosCcnr o%q

Temperature : / 8= &Y Deg C Turb~d~ty : 18.2' NTU

pH : 7. 1 1 SU

Laboratory Analyses: Container Preservative

1 - 1 Liter Cubitainer 4 Deg C

1 - 1 Liter cubitainer 4 Deg C

1 - 1 Liter Cubitainer 4 Deg C

1 - I Liter Cubitainer HN03 acidify, 4 Deg C

1 1 L ~ t e r amber glass H2S04 to pHc2, 4 Deg C

4 - 40mL VOA v ~ a l 4 Deg C, HCL t o pH<2

Sample Comments:

Holding Time Analysis

14 Days 1 Alkallnlty In Water by Tltratlon

2 Days 1 Anlons In Water by I o n Chromatography

7 Days 1 TDS o r Total D~ssolved Sohds

180 Days 1 Hardness In Water by Calculation

1 Metals In Water by ICP

28 Days 1 Total Organ~c Carbon In Water

14 Days 1 VOCs In Water by GC/MS for Low Detection Llmlts

Sample Collected By: BM

Page 301: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 2 QC Code: - Matrix: Water Tag ID: 4459-2--

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: /%w-d / D L &q External Sample Number: -\

Expected Conc: (or Clrcle One: Lo Med~um H~gh) u' Date Time(24 hr)

Latitude: Sample Collection: Start: 10 -- : 5-5- Longitude: End: I I --

Field Measurement

Parameter Units Conductance, Specific :

Temperature : & ,&?mmT ' t 5 / l h , . .

Deg C Turbidity : , lib :I

pH :

~ a b o r a t o r ~ Analyses: Conta iner Preserva t ive Ho ld ing T i m e Analys is

1 - 1 Liter Cubitainer 4 Deg c 14 Days 1 Alkalinity in water by Titration

1 - 1 Liter Cubitainer 4 Deg C 2 Days 1 Anions in Water by Ion Chromatography

1 - 1 Liter Cubitainer 4 Deg C 7 Days 1 TDS or Total Dissolved Solids

1 - 1 Liter Cubitainer t iN03 acidify, 4 Deg C 180 Days 1 Hardness in Water by Calculation

1 Metals in Water by ICP

1 - 1 Liter amber glass HZS04 t o pH<2, 4 Deg C 28 Days 1 Total Organic Carbon in Water

4 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VDCs in Water by GC/MS for Low Detection Limits

Sample Comments:

Sample Collected By: BM

Page 302: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Reg ion 7 Kansas City, KS

y'tss-2- f U ASR Number: 4459 Sample Number: 19 QC Code: 0 Matr ix: Water Tag I D :

Pro jec t ID : DS07ES P r o j e c t Manager: DeAndre Slngletary Pro jec t Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

S i te Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES S i te OU: 02 RESORATION

Locat ion Desc: /%@-/b 244 External Samp le Number:

Expected Conc: (or Clrcle One: Low @ High) Date Time(24 hr)

Lat i tude: s a m p l e ~ o l l e c t i o n : s tar t : 7 /a/fl ID -- :5F End: / I Longitude: - --

Field Measurement

Parameter Value Uni ts Conductance, Specific : VW u+&&em w/w

Temperature : 1 g, 46 I

Deg C Turbidity : NTU

pH : &: $15 SU

Laboratory Analyses: Container Preservative Holding Time Analysis

1 - 1 Liter Cubitainer 4 Deg C 14 Days 1 Alkalinity in Water by Titration

1 - 1 Liter Cubitainer 4 Oeg C 2 Days 1 Anions in Water by I o n Chromatography

1 - 1 Liter Cubitai'ner 4 Deg C 7 Days 1 TDS or Total Dissolved Solids

1 - 1 Liter Cubitainer HN03 acidify. 4 Deg C 180 Days 1 Hardness in Water b y Calculation

1 Metals in Water by ICP

1 - 1 Liter amber glass H2S04 t o pH<2, 4 Deg C 28 Days 1 Total Organic Carbon in Water

1 - 40mL VOA vial 4 Deg C, HCL to pH<2 1 4 Days 1 VOCs in Water by GCIMS for Low Detection Limits

Sample Comments:

Sample Collected By: BM

Page 303: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4459 Sample Number: 3 QC Code: - Matrix: Water Tag ID: 4459-3--

Project ID: DS07ES

Project Desc: C lebu rn S t r ee t Well LTRA

City: G rand I s l and

Program: Supe r f und

Site Name: 07ES CLEBURN STREET WELL

RESORATION

Project Manager: DeAndre S ing l e t a r y

State: Nebraska

1 HR MARTINIZ ING GW 'Si te ID: 07ES Site OU: 0 2

Location Desc: .AW--/ad External Sample Number: -

Expected Conc: (or C ~ r c l e One: Lo Medlum Hlgh) 0 Date Time(24 hr)

Latitude: - - - sample ~o l l ec t i on : Start: 7~bg I t : z 0 -- Longitude: End: / I -.-

Field Measurement

Parameter 3YpIw .Units Conductance, S p e c ~ f l c : -mb&em &2%~q

Temperature : i% ?/ Deg C

Turbidity : . / f r % NTU pH : 9.L z SU

Laboratory Analyses: Container ' Preservative Holding Time Analysis

1 - 1 Liter Cubitainer 4 Deg C 14 Days 1 Alkalinity in Water by Titration

1 - 1 Liter Cubitainer 4 Deg C 2 Days 1 Anions in Water by Ion Chromatography

I - 1 Litef~ Cubitainer 4 Deg C 7 Days 1 TDS or Total Dissolved Solids

1 - 1 Liter Cubitainer HN03 acidify, 4 Deg C 180 Days 1 Hardness in Water by Calculation

1 Metals in Water by ICP

I - 1 Liter amber glass H2504 to pHc2; 4 Deg C 28 Days 1 Total Organic Carbon in Water

4 - 40mL VOA vial .4 Deg C, HCL to pH<2 14 Days 1 VOCs in Water by G U M S for Low Detection Limits

Sample Comments:

(N IA )

Sample Collected By: BM

Page 304: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

~ S R N u m b e r : 4459 Sample Number: 4 QC Code: - Matrix: Water Tag ID: 4459-4-- -

Project ID: DS07ES Project Manager: DeAndre S~ng le ta ry project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: . -4 External Sample Number:

Expected Conc: (or Circle One: Low Date Time(24 hr)

Latitude: - - - sample ~o l l ec t i on : start: 7 /'I/ 7 EM- Longitude: End: / / --

Field Measurement

Parameter Conductance, Specific : wk&

Temperature : /8 ,k75 Deg C Turb id i ty : NTU

pH : -7 SU

Laboratory Analyses: Container Preservat ive Ho ld ing T ime Analysis

1 - 1 Liter Cubitainer 4 Deg C 14 Days 1 Alkalinity i n Water by Titration

1 - 1 Liter Cubitainer . 4 Deg C 2 Days 1 Anions in Water by Ion Chromatography

1 - 1 Liter'Cubitainer 4 Deg C 7 Days 1 TDS or Total Dissolved Solids

1 - 1 Liter Cubitainer H N O ~ acidify, 4 Deg C 180 Days 1 Hardness i n Water by Calculation

1 Metals in Water by ICP

1 - 1 Liter amber giass H2S04 to pH<2, 4 Deg C 28 Days 1 Total Organic Carbon in Water

4 - 40nlL VOA viai 4 Deg C, HCL to pH<2 14 Days 1 VOCs in Water by GCIMS for Low Detection Limits

Sample Comments:

Sample Collected By: BM

Page 305: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number : 4459 Sample Number: 5 QC Code: - Matrix: Water Tag ID : 4459-5--

P ro jec t ID: DS07ES Project Manager: DeAndre Singletary Pro jec t Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Si te Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site I D : 07ES Site OU: 02 RESORATION

Locat ion Desc: "A &=++ External Sample Number:

Expected Conc: (or C~rcle One: Low @ H~gh) Date ET hr)

Lat i tude: Sample Collection: Start : 3 3 ~ 7 Longi tude: - End: I I --

Field Measurement '

Parameter Value Uni ts Conductance, Specific : Y ~3 L?Wa+m-~feq

Temperature : Jq, q3 Deg C Turbidity : ,f NTU

p~ : 7 1 31 su Laboratory Analyses:

Container Preservative Holding Time Analysis

1. - 1 L i t e r Cubitainer 4 Deg C 14 Days 1 Alkalinity i n Water b y Titration

i - 1 Liter Cubitainer 4 Deg C 2 Days 1 Anions in Water b y I o n Chromatography

1 - 1 L ~ t e r Cubitainer 4 Deg C 7 Days 1 TDS or Total Dissolved Solids

1 - 1 Liter Cubitainer HN03 acidify, 4 Deg C 180 Days 1 Hardness in w a t e r by Calculation

1 Metals in Water by ICP

1 - 1 Liter amber glass HZ504 to pH<2, 4 Deg C 28 Days 1 Total Organic Carbon in Water

4 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days l V O C s in Water by GCIMS for Low Detection Limits

Sample Comments:

Sample Col lected By: BM

Page 306: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

APPENDIX D

LABORATORY DATA OCTOBER 2009 ANNUAL SAMPLING EVENT

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Page 1 of 32

11/18/2009Date:

4665

DS07ES

Cleburn Street Well LTRA

DeAndre SingletarySUPR/IANE

Transmittal of Sample Analysis Results for ASR #:

Project ID:

Project Description:

Michael F. Davis, ChiefChemical Analysis and Response Branch, Environmental Services Division

To:

Enclosed are the analytical data for the above-referenced Analytical Services Request (ASR) andProject. The Regional Laboratory has reviewed and verified the results in accordance with proceduresdescribed in our Quality Manual (QM). In addition to all of the analytical results, this transmittalcontains pertinent information that may have influenced the reported results and documents anydeviations from the established requirements of the QM.

Please contact us within 14 days of receipt of this package if you determine there is a need for anychanges. Please complete the enclosed Customer Satisfaction Survey and Data Disposition/SampleRelease memo for this ASR as soon as possible. The process of disposing of the samples for this ASRwill be initiated 30 days from the date of this transmittal unless an alternate release date is specifiedon the Data Disposition/Sample Release memo.

If you have any questions or concerns relating to this data package, contact our customer service lineat 913-551-5295.

Enclosures

cc: Analytical Data File.

United States Environmental Protection AgencyRegion 7

901 N. 5th StreetKansas City, KS 66101

Subject:

From:

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Page 2 of 32

4665ASR Number: 11/18/2009

DeAndre Singletary SUPR/IANE 913-551-7373

DS07ES

Cleburn Street Well LTRA

Grand Island Nebraska Superfund

07ES CLEBURN STREET WELL - 1 HR MARTINIZINGGW RESORATION

07ESSite ID: 02

Site Cleanup Support

Quarterly Monitoring.

Project Manager: Org: Phone:

Project ID:

Project Desc:

Location: State: Program:

Site Name: Site OU:

Purpose:

__ = Field SampleFB = Field BlankFD = Field Duplicate

QC Codes identify the type of sample for quality control purpose.

Degrees CelsiusNephelometric Turbidity UnitsStandard Units (pH)Micrograms per LiterMicromhos per Centimeter

Specific units in which results arereported.

The analyte was not detected at or above the reporting limit.The analyte was not detected at or above the reporting limit. The reportinglimit is an estimate.

Specific codes used in conjunction with data values to provide additional information on the quality of reported results, or used to explain the absence of a specific value.

Summary of Project Information

Explanation of Codes, Units and Qualifiers used on this report

Sample QC Codes: Units:

UUJ

==

Data Qualifiers:

= Values have been reviewed and found acceptable for use. (Blank)

Deg CNTUSU

ug/Lumhos/cm

=====

2009073QAPP Number:

302DD2CGPRA PRC:

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Page 3 of 32

1

2

2

4

5

6

7

7

9

10

11

12

13

14

15

16

17

101

102

103

104

104

106

107

108

109

110

111

112

112

114

115

116

117

118

119

119

121

122

123

124

125

SampleNo

__

__

FD

__

__

__

__

FD

__

__

__

__

__

__

__

FB

FB

__

__

__

__

FD

__

__

__

__

__

__

__

FD

__

__

__

__

__

__

FD

__

__

__

__

__

QCCode

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Matrix

EW-1

EW-2

EW-2/Field Duplicate of sample 2

EW-3

Influent

MW-102AA

MW-102BB

MW-102BB/Field Duplicate ofsample 7DPT-2A

DPT-3A

DPT-1A

DPT-2B

ERT-16

MW-12A

MW-2A

Preservative Blank sample

Routine VOA Trip Blank sample

MW-108BB

MW-11B

MW-11A

MW-105BB

MW-105BB/Field Duplicate ofsample 104MW-8A

MW-8B

Cleburn Street well

MW-106CC

MW-106BB

MW-9A

MW-107AA

MW-107AA/Field Duplicate ofsample 112MW-107BB

MW-104BB

MW-104AA

MW-10B

MW-10A

MW-103CC

MW-103CC/Field Duplicate ofsample 119MW-103BB

MW-103AA

MW-101AA

GET Effluent

ERT-15

Location DescriptionExternal

Sample No

10/22/2009

10/22/2009

10/22/2009

10/22/2009

10/22/2009

10/23/2009

10/23/2009

10/23/2009

10/23/2009

10/23/2009

10/23/2009

10/23/2009

10/23/2009

10/23/2009

10/23/2009

10/22/2009

10/14/2009

10/19/2009

10/19/2009

10/19/2009

10/20/2009

10/20/2009

10/20/2009

10/20/2009

10/20/2009

10/20/2009

10/20/2009

10/20/2009

10/20/2009

10/20/2009

10/20/2009

10/21/2009

10/21/2009

10/21/2009

10/21/2009

10/21/2009

10/21/2009

10/21/2009

10/21/2009

10/21/2009

10/21/2009

10/22/2009

Start Date

16:00

16:05

16:05

16:10

16:15

09:10

09:50

09:50

10:45

11:25

12:15

12:50

14:00

18:55

19:35

14:30

15:12

16:55

18:25

19:05

08:55

08:55

10:00

11:00

11:29

14:45

15:35

17:05

19:00

19:00

20:00

09:35

10:40

12:00

13:50

15:20

15:20

16:40

17:45

18:45

19:15

17:15

Start Time

10/22/2009

End Date

14:00

End Time

10/23/2009

10/23/2009

10/23/2009

10/23/2009

10/23/2009

10/27/2009

10/27/2009

10/27/2009

10/27/2009

10/27/2009

10/27/2009

10/27/2009

10/27/2009

10/27/2009

10/27/2009

10/23/2009

10/23/2009

10/21/2009

10/21/2009

10/21/2009

10/21/2009

10/21/2009

10/21/2009

10/21/2009

10/21/2009

10/21/2009

10/21/2009

10/22/2009

10/22/2009

10/22/2009

10/22/2009

10/22/2009

10/22/2009

10/22/2009

10/22/2009

10/23/2009

10/23/2009

10/23/2009

10/23/2009

10/23/2009

10/23/2009

10/27/2009

ReceiptDate

4665 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

ASR Number: Sample Information Summary

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

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Page 4 of 32

126

127

128

131

132

SampleNo

__

__

__

FB

FB

QCCode

Water

Water

Water

Water

Water

Matrix

ERT-14

MW-2B

MW-13A

Preservative Blank sample

LDL VOA Trip Blank sample

Location DescriptionExternal

Sample No

10/22/2009

10/23/2009

10/23/2009

10/21/2009

10/14/2009

Start Date

18:10

16:40

17:30

10:05

15:49

Start Time

10/19/2009

End Date

18:45

End Time

10/27/2009

10/27/2009

10/27/2009

10/22/2009

10/21/2009

ReceiptDate

4665 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

ASR Number: Sample Information Summary

-

-

-

-

-

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Page 5 of 32

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

(Field Measurement)

(Field Measurement)

(Field Measurement)

Lab:

Lab:

Lab:

Measurement of field parameter

Measurement of field parameter

Measurement of field parameter

Method:

Method:

Method:

(N/A)

(N/A)

(N/A)

Comments:

Comments:

Comments:

1-__ 2-__ 2-FD 4-__ 5-__ 6-__ 7-__7-FD 9-__ 10-__ 11-__ 12-__ 13-__ 14-__15-__ 101-__ 102-__ 103-__ 104-__ 104-FD 106-__107-__ 108-__ 109-__ 110-__ 111-__ 112-__ 112-FD114-__ 115-__ 116-__ 117-__ 118-__ 119-__ 119-FD121-__ 122-__ 123-__ 124-__ 125-__ 126-__ 127-__128-__

1-__ 2-__ 2-FD 4-__ 5-__ 6-__ 7-__7-FD 9-__ 10-__ 11-__ 12-__ 13-__ 14-__15-__ 101-__ 102-__ 103-__ 104-__ 104-FD 106-__107-__ 108-__ 109-__ 110-__ 111-__ 112-__ 112-FD114-__ 115-__ 116-__ 117-__ 118-__ 119-__ 119-FD121-__ 122-__ 123-__ 124-__ 125-__ 126-__ 127-__128-__

1-__ 2-__ 2-FD 4-__ 5-__ 6-__ 7-__7-FD 9-__ 10-__ 11-__ 12-__ 13-__ 14-__15-__ 101-__ 102-__ 103-__ 104-__ 104-FD 106-__107-__ 108-__ 109-__ 110-__ 111-__ 112-__ 112-FD114-__ 115-__ 116-__ 117-__ 118-__ 119-__ 119-FD121-__ 122-__ 123-__ 124-__ 125-__ 126-__ 127-__128-__

Samples:

Samples:

Samples:

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc

RLAB Approved Analysis Comments

Analysis Comments About Results For This Analysis

Page 312: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 6 of 32

1

1

VOCs in Water by GC/MS

VOCs in Water by GC/MS for Low Detection Limits

(Field Measurement)

Contract Lab Program (Out-Source)

Contract Lab Program (Out-Source)

Lab:

Lab:

Lab:

Measurement of field parameter

CLP Statement of Work

CLP Statement of Work

Method:

Method:

Method:

(N/A)

Dilutions were necessary because of high levels of tetrachloroethene in samples -13 and -15 for this analysis. This increased the reporting limits by a factor of 7.3 times for sample-13; and by a factor of 81.5 times for sample -15.

Low recoveries were reported for vinyl chloride-d3 (control limits = 65% - 131%) in sample-6 (1%); for 1,1-dichloroethene-d2 (control limits = 55% - 104%) in sample -6 (0%); andfor trans-1,3-dichloropropene-d4 (control limits = 73% - 121%) in sample -6 (0%).Vinyl chloride, 1,1-dichloiroethene, cis-1,2-dichloroethene, trans-1,2-dichloroethene, cis-1,3-dichloropropene, trans-1,3-dichloropropene and 1,1,2-trichloroethane were UJ-coded insample -6. These analytes were not found in the sample at or above the reporting limits;however, the reporting limits are an estimate (UJ-coded) due to low recoveries of surrogateanalytes. The actual reporting limits for these analytes may be higher than the reportedvalues.According to SOP 2430.3G, for samples with surrogate recoveries less than 20%,associated analytes below CRQL would be R-coded as invalid. But, since this sample (-6)was suspected to contain potassium permanganate (per e-mail of 11/9/09), the associatedanalytes were not invalidated in order to provide more useful results to the projectmanager regarding the effectiveness of the permanganate treatment.

Comments:

Comments:

1-__ 2-__ 2-FD 4-__ 5-__ 6-__ 7-__7-FD 9-__ 10-__ 11-__ 12-__ 13-__ 14-__15-__ 101-__ 102-__ 103-__ 104-__ 104-FD 106-__107-__ 108-__ 109-__ 110-__ 111-__ 112-__ 112-FD114-__ 115-__ 116-__ 117-__ 118-__ 119-__ 119-FD121-__ 122-__ 123-__ 124-__ 125-__ 126-__ 127-__128-__

1-__ 2-__ 2-FD 4-__ 5-__ 6-__ 7-__7-FD 9-__ 10-__ 11-__ 12-__ 13-__ 14-__15-__ 16-FB 17-FB

101-__ 102-__ 103-__ 104-__ 104-FD 106-__ 107-__

Samples:

Samples:

Samples:

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc

RLAB Approved Analysis Comments

Analysis Comments About Results For This Analysis

Page 313: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 7 of 32

Comments:

108-__ 109-__ 110-__ 111-__ 112-__ 112-FD 114-__115-__ 116-__ 117-__ 118-__ 119-__ 119-FD 121-__122-__ 123-__ 124-__ 125-__ 126-__ 127-__ 128-__131-FB 132-FB

Samples:

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc

RLAB Approved Analysis Comments

Analysis Comments About Results For This Analysis

Page 314: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 8 of 32

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromochloromethane

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 1-__ 2-__ 2-FD 4-__

732 714 714 756

6.84 6.84 6.84 6.82

14.14 13.96 13.96 14.24

0.0 0.0 0.0 0.0

10 U 10 U 10 U 10 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

10 U 10 U 10 U 10 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

10 U 10 U 10 U 10 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

10 U 10 U 10 U 10 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 315: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 9 of 32

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 1-__ 2-__ 2-FD 4-__

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

880 220 190 15

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 316: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 10 of 32

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromochloromethane

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 5-__ 6-__ 7-__ 7-FD

726 868 744 744

6.85 6.83 6.83 6.83

14.26 12.07 12.93 12.93

0.0 4.7 7.1 7.1

10 U 25 10 U 10 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

10 U 10 U 10 U 10 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 UJ 5.0 U 5.0 U

5.0 U 5.0 UJ 5.0 U 5.0 U

5.0 U 5.0 UJ 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 UJ 5.0 U 5.0 U

5.0 U 5.0 UJ 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

10 U 10 U 10 U 10 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

10 U 10 U 10 U 10 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 317: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 11 of 32

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 5-__ 6-__ 7-__ 7-FD

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

350 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 UJ 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 UJ 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

5.0 U 5.0 U 5.0 U 5.0 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 318: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 12 of 32

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromochloromethane

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 9-__ 10-__ 11-__ 12-__

1280 1410 1160 808

7.03 7.0 7.07 6.87

14.33 14.72 15.41 14.66

0.0 0.0 0.0 0.0

10 U 10 U 15 U 10 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

10 U 10 U 15 U 10 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

10 U 10 U 15 U 10 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

10 U 10 U 15 U 10 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 319: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 13 of 32

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 9-__ 10-__ 11-__ 12-__

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

61 30 1100 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

5.0 U 5.0 U 7.5 U 5.0 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 320: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 14 of 32

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromochloromethane

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 13-__ 14-__ 15-__ 16-FB

1610 839 1890

7.28 7.33 7.12

13.51 14.33 14.05

0.0 48.7 95.7

73 U 10 U 820 U 10 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

73 U 10 U 820 U 10 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 6.6 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 12 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 30 410 U 5.0 U

73 U 10 U 820 U 10 U

37 U 7.9 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

73 U 10 U 820 U 10 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 321: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 15 of 32

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 13-__ 14-__ 15-__ 16-FB

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

6300 15 50000 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 15 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 5.0 U 410 U 5.0 U

37 U 83 410 U 5.0 U

37 U 11 410 U 5.0 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 322: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 16 of 32

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromochloromethane

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 17-FB 101-__ 102-__ 103-__

707 319 734

5.27 5.95 5.38

16.35 15.64 16.86

3.7 11.0 10.5

10 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

10 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

10 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

10 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 323: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 17 of 32

1 VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

Acetone

Benzene

Bromochloromethane

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 17-FB 101-__ 102-__ 103-__

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U

5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 1.2

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.66

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 324: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 18 of 32

Analysis/ Analyte

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 17-FB 101-__ 102-__ 103-__

5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

3.1 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 325: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 19 of 32

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromochloromethane

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 104-__ 104-FD 106-__ 107-__

790 790 1380 493

5.96 5.96 5.91 6.09

14.25 14.25 14.77 14.24

4.0 4.0 6.4 23.2

5.0 U 5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U 5.0 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 326: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 20 of 32

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 104-__ 104-FD 106-__ 107-__

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

1.8 1.8 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 327: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 21 of 32

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromochloromethane

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 108-__ 109-__ 110-__ 111-__

395 8600 8740 7630

6.30 5.76 6.02 5.21

14.77 14.52 14.85 15.85

0.0 13.3 26.7 21.4

5.0 U 5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U 5.0 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 328: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 22 of 32

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 108-__ 109-__ 110-__ 111-__

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 2.6 2.2

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 329: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 23 of 32

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromochloromethane

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 112-__ 112-FD 114-__ 115-__

11600 11600 11500 954

3.42 3.42 3.79 4.46

14.53 14.53 14.35 14.14

16.5 16.5 40.4 4.3

5.0 U 5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

1.0 1.0 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U 5.0 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 330: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 24 of 32

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 112-__ 112-FD 114-__ 115-__

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

3.8 3.5 16 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 331: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 25 of 32

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromochloromethane

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 116-__ 117-__ 118-__ 119-__

1730 813 736 640

4.22 4.77 5.71 8.03

14.45 13.67 13.46 11.83

7.1 53.5 0.0 0.0

5.0 U 5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U 5.0 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 332: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 26 of 32

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 116-__ 117-__ 118-__ 119-__

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

12 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 333: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 27 of 32

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromochloromethane

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 119-FD 121-__ 122-__ 123-__

640 907 1010 800

8.03 8.12 10.18 9.55

11.83 13.20 13.68 13.25

0.0 0.0 0.0 0.0

5.0 U 5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 2.3 0.50 U

0.50 U 0.50 U 5.3 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 1.4 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 5.7 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U 5.0 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 334: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 28 of 32

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 119-FD 121-__ 122-__ 123-__

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 3.4 0.51 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 335: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 29 of 32

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromochloromethane

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 124-__ 125-__ 126-__ 127-__

728 1300 1460 500

9.10 6.68 6.66 7.18

13.42 15.17 15.34 13.58

0.0 0.0 1.7 55.8

20 5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U 5.0 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 336: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 30 of 32

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 124-__ 125-__ 126-__ 127-__

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

2.4 0.75 8.8 0.93

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U 0.50 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 337: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Page 31 of 32

1

1

1

1

1

Conductivity by Field Measurement

pH of Water by Field Measurement

Temperature of Water by Field Measurement

Turbidity of Water by Field Measurement

VOCs in Water by GC/MS for Low Detection Limits

Analysis/ Analyte

Conductivity

pH

Temperature

Turbidity

Acetone

Benzene

Bromochloromethane

Bromodichloromethane

Bromoform

Bromomethane

2-Butanone

Carbon Disulfide

Carbon Tetrachloride

Chlorobenzene

Chloroethane

Chloroform

Chloromethane

Cyclohexane

1,2-Dibromo-3-Chloropropane

Dibromochloromethane

1,2-Dibromoethane

1,2-Dichlorobenzene

1,3-Dichlorobenzene

1,4-Dichlorobenzene

Dichlorodifluoromethane

1,1-Dichloroethane

1,2-Dichloroethane

1,1-Dichloroethene

cis-1,2-Dichloroethene

trans-1,2-Dichloroethene

1,2-Dichloropropane

cis-1,3-Dichloropropene

trans-1,3-Dichloropropene

Ethyl Benzene

2-Hexanone

Isopropylbenzene

Methyl Acetate

Methyl tert-butyl ether

Methylcyclohexane

Methylene Chloride

4-Methyl-2-Pentanone

umhos/cm

SU

Deg C

NTU

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 128-__ 131-FB 132-FB

828

7.25

14.89

5.2

5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

5.0 U 5.0 U 5.0 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

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Page 32 of 32

Analysis/ Analyte

Styrene

1,1,2,2-Tetrachloroethane

Tetrachloroethene

Toluene

1,2,3-Trichlorobenzene

1,2,4-Trichlorobenzene

1,1,1-Trichloroethane

1,1,2-Trichloroethane

Trichloroethene

Trichlorofluoromethane

1,1,2-Trichlorotrifluoroethane

Vinyl Chloride

m and/or p-Xylene

o-Xylene

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

Units 128-__ 131-FB 132-FB

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.79 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

0.50 U 0.50 U 0.50 U

4665ASR Number: 11/18/2009

DS07ESProject ID: Cleburn Street Well LTRAProject Desc:

RLAB Approved Sample Analysis Results

Page 339: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

4665

DS07ESProject ID:

Cleburn Street Well LTRA

DeAndre SingletarySUPR/IANE

United States Environmental Protection AgencyRegion VII

901 N. 5th StreetKansas City, KS 66101

__/__/____

Data Disposition/Sample Release for ASR #:

Project Description:

Subject:

Kaye DollmannENSV/RLAB

I have received and reviewed the Transmittal of Sample Analysis Results for the above-referencedAnalytical Services Request(ASR) and have indicated my findings below by checking one of theboxes for Data Disposition.

I understand all samples will be disposed upon receipt of this form, unless samples are requestedto be held. If I do not return this form all samples will be disposed of on ___________________.

"RELEASED" - Read-only to all Region 7 employees and contractors that have R7LIMS"Customer" account. All Samples may be disposed of upon receipt of this form if not requested tobe held.

"Project Manager Accessible" - Available on the LAN in R7LIMS for my use only. All Samples maybe disposed of upon receipt of this form if not requested to be held.

"Archived" - THIS DATA IS OF A SENSITIVE NATURE. Any future reports must be requestedthrough the laboratory. All samples may be disposed of upon receipt of the form if not requestedto be held.

Date:

From:

To:

Hold Samples - I have determined that the samples need to be held until ______________, afterwhich time they will be disposed of in accordance with applicable regulations. The reason for the hold is:

Samples are associated with a legal proceeding.

Question/Concern with data - possible reanalysis requested.

Other:________________________________________________________________

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CHAIN OF CUSTODY RECORD ENVIRONMENTAL PROTECTION AGENCY REGION VII

ACTIVITY LEAOER(Prmt, 4 NAME OF SURVEY OR ACTIVITY D j T Y COL\E&TIONQ 4 e &baivp i hq i&ay J DSLj F/?$ Cfz bud4 her/ <':f DA MONTH YEAR

CONTENTS OF SHIPMENT 1

PIECE(S) CONSISTING OF COMMERCIAL CARRIER:

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CHAIN OF CUSTODY RECORD ENVIRONMENTAL PROTECTION AGENCY REGION VII

- I -

I

- PIECE(S) CONSISTING OF BOX(ES) C O M M E R C I A L CARRIER C O U R I E R

I C E CHEST(S): OTHER S A M P L E R CONVEYED (SHIPPING DOCUMENT NUMBER) -

1 SEALED UNSEALED SEALED UNSEALED LELINQUISHED BY I D A T E TIME RECEIVED BY REASON FOR CHANGE OF CUSTODY

SEALED UNSEALED SEALED UNSEALED

EPA-9262IRev1sed 5/65)

Page 342: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

CHAIN OF CUSTODY RECORD ENVIRONMENTAL PROTECTION AGENCY REGION VII

SEALED UNSEALED RELINQUISHEO B Y DATE

r lME RECEIVE @ REASON FOR CHANGE OF CUSTODY

/8:~ T S E A L m UNSEALED r 42 ;ffi% TIME RECEIVED BY REASON FOR CHANGE OF CUSTODY

SEALED UNSEALED I SEALED UNSEALED r

TIME RECEIVED BY REASON FOR CHANGE OF CUSTODY

SEALED UNSEALED 1

Page 343: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

CHAIN OF CUSTODY RECORD ENVIRONMENTAL PROTECTION AGENCY REGION VII

ICE CHESTISI OTHER

-1 S E A L E D UNSEALED r 7 S E A L E D U N S E A L E D ri RELINQUISHED BY D A T E T I M E R E C E I V E D BY R E A S O N F O R C H A N G E OF C U S T O D Y

7 S E A L E D U N S E A L E O ~ SEALED UNSEALED r R E L I N Q U I S H E D BY D A T E T I M E R E C E I V E D BY R E A S O N F O R C H A N G E O F C U S T O D Y

I ~ E P A ~ 9 2 6 2 , R ? v \ s r d 5 / 8 5 ) ' U S GPO 2002-756-917140053

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Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 101 QC Code: - Matrix: Water Tag ID: 4665-101-a

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

A&- la$ bb Location Desc:

External Sample Number:

Expected Conc: (or Circle One: Medium High) Date Time(24 hr)

Latitude: sample ~o l lec t ion: Start: lo/(9 1 ~ 7 /b -- : g5 Longitude: End: / I --

Field Measurement

Parameter Value Units Conductance, Specific : 7@ 7 umhos/cm

Temperature : I . 3 Deg C Turbidity : 3 , 3 NTU

pH : s. L 7 SU

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40rnL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs ~n Water by GCIMS for Low Detection Llrnlts

Sample Comments:

(N/A)

Sample Collected By: B/

$j$Ln

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Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 102 QC Code: - Matrix: Water Tag ID: 4665-102--

Project ID: DS07ES Project Manager: DeAndre Singletar- Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: -11 4 External Sample Number:

Expected Conc: (or Circle One: w Medium High) Date Time(24 hr) @ Latitude: sample ~ol lect ion: Start: 10 / ~ q / @ ~ -- I5 :i?.l

Longitude: - End: / / -- --

Field Measurement

Parameter Value Units Conductance, Specific : 3 / 4 umhos/cm

Temperature : fct 6 Deg C Turbidity : [I, G'

d

NTU pH : SU

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vlal 4 Deg C, HCL to pH<2 14 Days 1 VOCs ~n Water by GC/MS for Low Detection Llmlts

Sample Comments:

(N/A)

Sample Collected By: ,dl Of/'Wl

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Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 132 QC Code: FB Matrix: Water Tag ID: 4665-132-FB

Project ID: DS07ES Project Manager: DeAndre S~ngletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: LDL VOA Trip Blank sample

External Sample Number:

Expected Conc: (or Circle One: a Medium High) Date Time(24 hr) w

Latitude: Sample Collection: Start: 193Dq -- / $ Y q Longitude: End: I D 1 IT1 07 /&:L?'T --

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vlal 4 Deg C, HCL to pHc2 14 Days 1 VOCs ~n Water by GCJMS for Low Detection Llrnlts

Sample Comments:

(N/A)

Sample Collected By: @ 5 l+/d in,

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Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 103 QC Code: - Matrix: Water Tag ID: 4665-103--

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc:

External Sample Number:

Expected Conc: (or Circle One: Medium High) Date Time(24 hr)

Latitude: t 4 . o r Sample Collection: Start: @ 1/71 '7 -.- End: / / Longitude: - - - --

Field Measurement

Parameter Units Conductance, Specific : umhos/cm

' Temperature : /L fl& Deg C Turbidity: /& 4/ NTU

p~ : $,38 su Laboratory Analyses:

Container Preservative Holding Time Analysis

4 - 40mL VOA vlal 4 Deg C, HCL to pH<2 14 Days 1 VOCs ~n Water by GCIMS for Low Detection Llrnlts

Sample Comments:

Sample Collected By:

f #& A

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Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

I0 Y-k-J, j d y yio 6,

ASR Number: 4665 Sample Number: ode:@EkMatrix: Water Tag ID: 4665-l0C- , 6,

Project ID: DS07ES Project Manager: DeAndre S~ngletary F"?vH Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: 4 W-/6 9 ~ ' $ 4 External Sample Number:

Expected Conc: (or C~rcle One: e d i u High) Date Time(24 hr)

Latitude: lo @ 4 ? ~ 5 - Sample Collection: Start: / 1 7 Longitude: - End: I I --

Field Measurement

Parameter Value Units Conductance, Specific : -. ;;kp

Temperature : Turbidity : f~ NTU

pH : SU

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vlal 4 Deg C, HCL to pH<2 14 Days 1 VOCs ~n Water by GCIMS for Low Detection Llmlts

Sample Comments:

Sample Collected By: 6 il+.

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Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 106 QC Code: - Matrix: Water Tag ID: 4665-106--

Project ID: DSO7ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund -

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: / & & -

External Sample Number:

Expected Conc: (or Circle One: Date Tirne(24 hr)

Latitude: - to @ 07' Sample Collection: Start: I I )o -- Z o o

Longitude: End: I I --

Field Measurement

Parameter Units Conductance, Specific : umhos/cm

Temperature : 17, 7 7 Deg C Turbidity : 2 ; NTU

pH : SU

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vlal 4 Deg C, HCL t o pHC2 14 Days 1 VOCs ~n Water b y GCIMS for Low Detection L m t s

Sample Comments:

Sample Collected By:

eyliu.

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Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 107 QC Code: - Matrix: Water Tag ID: 4665-107--

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: . External Sample Number:

Expected Conc: (or Circle One: Medium High) Date Time(24 hr)

Latitude: sample ~ol lect ion: start: / O / W / @ ~ I / -- zoo Longitude: - End: 1 I --

Field Measurement

Parameter Value Units Conductance, Specif~c : ‘/ 93 umhos/cm

Temperature : 14, %Y Deg C Turbidity: 23.2 NTU

pH : 684 SU

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vlal 4 Deg C, HCL to pHc2 14 Days 1 VOCs tn Water by GCIMS for Low Detectton Llrnits

Sample Comments:

Sample Collected By: B %@&

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Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 108 QC Code: - Matrix: Water Tag ID: 4665-108--

Project ID: DS07ES Project Manager: DeAndre S~ngletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

External Sample Number:

Expected Conc: (or Circle One: e e d i u m High) Date Time(24 hr)

Latitude: / o w?7 Sample Collection: Start: 1 / I / : 29 -- Longitude: - - End: I I --

Field Measurement

Parameter Value Units Conductance, Specific : 39 5' umhos/cm

Temperature : Iy, 77 Deg C Turbidity : &. 0 NTU

p~ : 4- 30 su -~ ~ . . Laboratory Analyses: . .

Container Preservative ~ o l d i n g Time Analysis

4 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 ~ a y s 1 vocs in water by GC/MS for LOW Detection ~ im i t s

Sample Comments:

Sample Collected By: .";$L/N

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Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 109 QC Code: - Matrix: Water Tag ID: 4665-log--

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

External Sample Number:

Expected Conc: (or Circle One: @ Medium High) Date Time(24 hr) 10 w Ooq

Latitude: Sample Collection: Start: JJ- $ 3 5 - End: 1 1 Longitude: - - - --

Field Measurement

Parameter Value Units Conductance, Specific : 8 goo umhos/cm

Temperature : / Y , ' 5 2 Deg C Turbidity : / 3, 3 NTU

p~ : 5 76 su Laboratory Analyses:

Container Preservative Holding T ime Analysis

4 - 40rnL VOA vlal 4 Deg C, HCL to pHc2 14 Days 1 VOCs ~n Water by GUMS for Low Detection Llrnlts

Sample Comments:

Sample Collected By:

qlfh

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Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 110 QC Code: - Matrix: Water Tag ID: 4665-110--

Project ID: PS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: / v tw /8& -86 External Sample Number:

Expected Conc: (or Circle One: Date Time(24 hr)

Latitude: /D Zc, a, /f .35

Sample Collection: Start: / / 7 -.- Longitude: End: / / -.-

Field Measurement

Parameter Units Conductance, Specific : urnhos/cm

Temperature : IY~/< Deg. C Turbidity : U, 7 NTU

pH : &,02- SU

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40rnL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs in Water by GCIMS for Low Detection Lirnlts

Sample Comments:

Sample Collected By: ?d

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Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 104 QC Code: - Matrix: Water Tag ID: 4665-104--

Project ID: DS07ES Project Manager: DeAndre S~ngletary Project Desc: Cieburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

~oca t ion Desc: A W - I QC - RA External Sample Number:

Expected Conc: (or Circle One: Date Time(24 hr)

Latitude: Sample Collection: Start: 1 * *$ - Ff- -

End: I I Longitude: - --

Field Measurement

Parameter Value Units Conductance, Specific : 7C/o umhos/cm

Temperature : I 7, .&r Deg C Turbidity: , NTU

pH : "r SU

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA v ~ a l 4 Deg C, HCL t o pH<2 14 Days 1 VOCs in Water by GCIMS for Low Detection Limits

Sample Comments:

Sample Collected By: F W / b 4

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Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 111 QC Code: - Matrix: Water Tag ID: 4665-111--

Project ID: DS07ES Project Desc: Cleburn Street Well LTRA

City: Grand Island Program: Superfund

Site Name: 07ES CLEBURN STREET WELL RESORATION

Project Manager: DeAndre Singletary

State: Nebraska

1 HR MARTINIZING GW Site ID: 07ES Site OU: 02

Location Desc: / V w q & External Sample Number:

Expected Conc: (or Circle One: @ Medium High) Date Time(24 hr)

Latitude: i7 .O.r Sample Collection: Start: q / q 9 -.- Longitude: End: / / --

Field Measurement

Parameter Value Units Conductance, Specific : 76-30 umhos/crn

Temperaturem />?&'v Deg C Turbidity @- NTU

pH : SU

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 . Days 1 VOCs in Water by GCIMS for Low Detection Limits

Sample Comments:

Sample Collected

1 of 3

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Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

112

ASR Number: 4665 Sample Number Matrix: Water Tag ID: -- rs Project ID: DS07ES Project Manager: DeAndre Singletary

Project Desc: Cleburn Street Well LTRA \

City: Grand Island Program: Superfund

State: Nebraska

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

External Sample Number:

Expected Conc: (or Circle One: Medium High) Date Time(24 hr)

Latitude: Sample Collection: Start: -- Longitude: - - - End: I / - .-

Field Measurement

Parameter Units Conductance, Specific : umhos/cm

Temperature : Turbidity :

pH : SU

Laboratorv Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vlal 4 Deg C, HCL to pH<2 14 Days 1 VOCs ln Water by GUMS for Low Detection Llrnlts

Sample Comments:

Sample Collected By: %$4&

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Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

i 1 . 2 I Y d - F b ASR Number: 4665 Sample Number: 333- QC Code: fb Matrix: Water Tag ID: 4 6 6 5 e -

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Flame: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: AH.hfy Lb 7 @& External Sample Number:

Expected Conc: (or Circle One: &I Medium High) Date Time(24 hr)

Latitude: 10 zo /f 00 Sample Collection: Start: 1 /

Longitude: End: 1 I --

Field Measurement

Parameter &$'" Units Conductance, Specific : umhos/cm

Temperature : , 1qrr3 Deg C Turbidity : /&,57 NTU

pH : 3,‘i L SU

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vlal 4 Deg C, HCL to pH<2 14 Days 1 VOCs ~n Water by GCIMS for Low Detect~on Lirn~ts

Sample Comments:

Sample Collected By: I 3 3

4 qwfl 1 of 1

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Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 114 QC Code: - Matrix: Water Tag ID: 4665-114--

Project ID: DS07ES Project Manager: DeAndre Singletar- Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: Awe /07fi@ External Sample Number:

Expected Conc: (or Circle One: 6 Medium High) Date Time(24 hr)

Latitude: Sample Collection: Start: @/ 2"/ 7 ?:Do Longitude: End: / 1 --

Field Measurement

Parameter Value Units Conductance, Specific : 1 IS00 umhos/crn

Temperature : Turbidity : NTU

pH : SU Deg

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs ln Water by GC/MS for Low Detection Lirnlts

Sample Comments:

(N/A)

Sample Collected By: p d ~ ~ W J Y Z

Page 359: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 115 QC Code: - Matrix: Water Tag ID: 4665-115--

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION rr\

Location Desc: 4

External Sample Number:

Expected Conc: (or Circle One: e ~ e d i u m High) Date Time(24 hr)

Latitude: Sample Collection: Start: l o w / / 07 8 4 : -- 3.9- End: I I Longitude: - - - --

Field Measurement

Parameter Units Conductance, Specific : umhos/cm

Temperature : I Y f / '? Deg C Turbidity: kf( ? NTU

p~ : Yrq6 su Laboratory Analyses:

Container Preservative Holding Time Analysis

4 - 40mL VOA vlal 4 Deg C, HCL to pH<2 14 Days 1 VOCs ln Water by GC/MS for Low Detect~on L lmts

Sample Comments:

(N/A)

Sample Collected By: pPf ~ q v p

Page 360: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

h3 ASR Number: 4665 Sample Number: 131 QC Code: E6 Matrix: Water Tag ID: 4665-131-- -

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: O7ES Site OU: 02 RESORATION

External Sample Number:

Expected Conc: (or Circle One: @ Medium High) Date Time(24 hr)

Latitude: - - - sample Collection: Start: '* I ~ / Y /Q q- -- Longitude: - - - End: 1 1 --

Field Measurement

Parameter Units Conductance, Specific : urnhos/cm

~ e r n ~ e r a t u r e : && Deg C Turbidity: . &/& NTU

pH : 4 5 5 SU

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vial 4 D.eg C, HCL to pH<2 14 Days 1 VOCs in Water by GC/MS for Low Detection Limits

Sample Comments:

(N/A)

Sample Collected By: €3 d l+ / iP

Page 361: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 116 QC Code: - Matrix: Water Tag ID: 4665-lib--

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

External Sample Number:

Expected Conc: (or Circle One: Medium High) Date Time(24 hr)

Latitude: Sample Collection: Start: I Z/ 1 oy' (0: -- 40 Longitude: End: I I --

Field Measurement

Parameter Value Units Conductance, Specific : /7 3 0 umhos/cm

Temperature : /Y . 75" Deg C Turbidity : 7, / NTU

pH : qi.Z a ' SU

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vial 4 Oeg C, HCL to pH<> 14 Days 1 VOCs in Water by GCIMS for Low Detection Limits

Sample Comments:

Sample Collected By: f ? h w

Page 362: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 117 QC Code: - Matrix: Water Tag ID: 4665-117-- -

Project ID: DS07ES Project Manager: DeAndre Stngletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: ,@f%', / B 6 External Sample Number:

Expected Conc: (or Circle One: Medium High) Date Time(Z4 hr)

Latitude: /D -t/ 0 /A45 Sample Collection: Start: / / 7 -.- Longitude: End: / / --

Field Measurement

Parameter Units Conductance, Specific : umhos/cm

Temperature : 83'6 7 Deg C Turbidity: 5'3.5' NTU

pH : 71 T? SU

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vlal 4 Deg C, HCL to pH<2 14 Days 1 VOCs tn Water by GC/MS for Low Detection L~mi t s

Sample Comments:

(WA)

Sample Collected ~~ : f i 4q44m

Page 363: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 118 QC Code: - Matrix: Water Tag ID: 4665-118--

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

- Location Desc: f l m d /o&

External Sample Number:

Expected Conc: (or Circle One: @Medium High) Date hr)

Latitude: Sample Collection: Start: lo/"/ "fl -- /3?@ Longitude: End: / / --

Field Measurement

Parameter 7 ??IUe

Units Conductance, Specific : urnhos/crn

Temperature : / 3 . w Deg C Turbidity: oc 0 NTU

pH : 5; 7) SU

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vlal 4 Deg C, HCL to pH<2 1 4 Days 1 VOCs in Water by GC/MS for Low Detection Llmlts

Sample Comments:

(N/A)

Sample Collected By:

%j"/Ww\

Page 364: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 119 QC Code: - Matrix: Water Tag ID: 4665-119--

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: / U I W + ~ ~ - L ~ External Sample Number:

Expected Conc: (or Circle One: @ Medium High) Date Time(24 hr)

Latitude: - m 8

Sample Collection: Start: / / 7 &- .&.5

Longitude: End: 11- --

Field Measurement

Parameter Value Units. C 4 0 Conductance, Specific : umhos/cm

Temperature : 1 I',f!?3 Deg C Turbidity: 4 0 NTU

pH : 8.0 - 3 SU

Laboratory Analyses: container Presewative Holding Time Analysis

4 - 40rnL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 'vOCS in water by GCIMS for Low Detection Limits

Sample Comments:

Sample Collected By:

1 of 1

Page 365: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

1 ' 7 1 i q-/=a ASR Number: 4665 Sample Number: Y2U QC Code: @ Matrix: Water Tag ID: 4665JZDj-

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

~oca t ion Desc: /z.1bV--jfl 3 LC External Sample Number:

Expected Conc: (or Circle One: @ Medium High) Date Time(24 hr)

Latitude: - I D z J o f 1 5 - Sample Collection: Start: JJ- --

Longitude: End: I I -.-

Field Measurement

Parameter Units Conductance, Specific : urnhos/cm

Temperature : I / , g3 Deg C Turbidity : 0. B NTU

pH : &as SU

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vial 4 Deg C, HCL t o pH<2 14 Days 1 VOCs ~n Water by GCJMS For Low Detection Llrnlts

Sample Comments:

Sample Collected By:

1 of 1

Page 366: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 121 QC Code: - Matrix: Water Tag ID: 4665-121--

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: &- /03 -fl/3 External Sample Number:

Expected Conc: (or Circle One: @ Medium High) Date Time(Z4 hr)

Latitude: /o z/ 0 l6 :40 Sample Collection: Start: 1 1 7 -

End: 1 1 Longitude: --

Field Measurement

Parameter Value Units Conductance, Specific : qb 7 umhos/cm

Temperature : 13/26 Deg C Turbidity : @, 0 NTU

pH : 6" / 2- SU ~ . -~

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vial 4 Deg C, HCL to pHs2 14 Days 1 VOCs in Water by GCIMS for Low Detection Limits

Sample Comments:

Sample Collected By: B h 1y&jf14.

Page 367: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 122 QC Code: - Matrix: Water Tag ID: 4665-122--

Project ID: DS07ES Project Manager: DeAndre Singietary Project Desc; Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: . r ~ 1 1 ~ / - !03-4.& External Sample Number:

Expected Conc: (or Circle One: @ ~ e d i u r n High) Date Time(24 hr)

Latitude: t 2 B Sample Collection: Start: I 1 - - End: 1 I Longitude: - - - -.-

Field Measurement

Parameter Value Units Conductance, Specific : lo /o umhos/cm

Temperature : 13.6B Deg C Turbidity : 0 0 NTU

pH : lO , / f i SU - -

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vlal 4 Deg C, HCL to pH<2 14 Days 1 VOCs ln Water by GCJMS for Low Detectm Llmlts

Sample Comments:

(N/A)

Sample Collected By: BM/ -q/b/n

Page 368: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 123 QC Code: - Matrix: Water Tag ID: 4665-123--

Project ID: DS07ES Project Manager: DeAndre Smgletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: v ,

External Sample Number:

Expected Conc: (or Circle One: @ Medium High) Date Time(Z4 hr)

Latitude: -- - 10 21 07 Sample Collection: Start: I 1 -- I&: 95- End: / / Longitude: - - - --

Field Measurement

Parameter Value Units Conductance, Specific : k700 umhos/cm

Temperature : 13,2 5/ Deg C Turbidity: & 0 NTU

pH : q, r5/ SU

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs ~n Water by GC/MS for Low Detection Llrnlts

Sample Comments:

Sample Collected By: B n-

Page 369: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 124 QC Code: - Matrix: Water Tag ID: 4665-124-- -

Project ID: DS07ES Project Desc: Cleburn Street Well LTRA

City: Grand Island Program: Superfund

Site Name: 07ES CLEBURN STREET WELL RESORATION

Project Manager: DeAndre Singletary

State: Nebraska

1 HR MARTINIZING GW Site ID: O7ES Site OU: 02

Location Desc: Ef$Vup~~;v External Sample Number:

Expected Conc: (or Circle One: @ Medium High) Date Time(24 hr)

Latitude: sample ~ol lect ion: Start: ~~?!)?'~ / -- 7: IS, End: I I Longitude: - -.-

Field Measurement

Parameter Value Units Conductance, Specific : 7~~ umhos/cm

Temperature : 13,qL DegC Turbidity : D, 0 NTU

pH : 9 , / W SU

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vlal 4 Deg C, HCL t o pH<2 14 Days 1 VOCs ~n Water by GUMS for Low Detection Llmlts

Sample Comments:

Sample Collected By: &~/w,v

Page 370: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 17 QC Code: FB Matrix: Water Tag ID: 4665-17-FB

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: Routine VOA Trip Blank sample

External Sample Number:

Expected Conc: (or Circle One: Medium High) Date Time(24 hr)

Latitude: sample ~ol lect ion: Start: i D /r.c'Z-

Longitude: End: (0 I C J @?

Laboratory Analyses: Container Preservative Holding Time Analysis

2 - 40rnL VOA v ~ a l 4 Deg C, HCL to pHc2 14 Days 1 VOCs ~n Water by GCIMS

Sample Comments:

(N/A)

Sample Collected By: E)M'

4 (+'wr*l

Page 371: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 16 QC Code: Matrix: Water Tag ID: 4 6 6 5 - 1 6 - 5 8

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: S u p e ~ u n d -

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: r3~?5@d e/dffkq fl/&hVL External Sample Number:

Expected Conc: (or Circle One: &ed~um H g h )

Latitude: Sample Collection: Start:

Longitude: End: I I -2-

Field Measurement

Parameter Val e Units Conductance, Speciflc : ,A? umhos/cm

Temperature : ,,+I@ Deg C Turb id~ty : A@ NTU

pH : A/ SU .-, . Laboratory Analyses:

Container Preservative Holding Time Analysis

2 - 40mL VOA vlal 4 Deg C, HCL t o pH<2 1 4 Days 1 VOCs ~n Water by GC/MS

Sample Comments:

Sample Collected By: 8pr/ qw A

Page 372: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 1 QC Code: Matrix: Water Tag ID: 4665-1-- - -

Project ID: DSO7ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: Ew-1 External Sample Number:

Expected Conc: (or Circle One: Date Time(24 hr)

Latitude: Start: JJ- @ ' Z O ~ f4_@3

End: JJ- Longitude: - - -

Field Measurement

Parameter Value Units Conductance, Spec~fic : 7 3 7 urnhos/cm

Temperature : / ? # I ? Deg C Turbidity : 0.0 NTU

pH : p n e 5-4 SU

Laboratory Analyses: container Preservative Holding Time Analysis

2 - 40mL VOA v ~ a l 4 Deg C, HCL to pHc2 14 Days 1 VOCs ~n Water by GUMS

Sample Comments:

Sample Collected By:

1 of 1

Page 373: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 2 QC Code: - Matrix: Water Tag ID: 4665-2--

Project ID: DS07ES Project Manager: DeAndre Singletar- Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: E- LJ -2- External Sample Number:

Expected Conc: (or Circle One: Date Time(24 hr) I \

Latitude: Sample Collection: Start: &&YO? &:03

End: I 1 Longitude:

Field Measurement

Parameter Value Units Conductance, Specific : 7/Lf umhos/cm

Temperature : i 2% Deg C Turbidity : R.f? NTU

pH : C1h9 SU

Laboratory Analyses: Container Preservative Holding Time Analysis

2 - 40mL VOA v~al 4 Deg C, HCL Yo pH<2 14 Days 1 VOCs ~n Water by GCfMS

Sample Comments:

Sample Collected By: B 4 rilw ,P

Page 374: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

t '7-

ASR Number: 4665 Sample Number:/? QC code:@ Matrix: Water Tag ID: 46659-Fo

Project ID: DS07ES Project Manager: DeAndre S~ngletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

External Sample Number:

Expected Conc: (or Circle One: Low Medium @ Date Time(24 hr) 16 0s

Latitude: Sample Collection: Start: /O/ZY 07 End: / / Longitude: - - - --

Field Measurement

Parameter Value Units Conductance, Specific : T/ 4 umhos/cm

Temperature : 13 q& Deg C Turbidity : 0 ' 0 NTU

pH: b c w SU

Laboratory Analyses: Container Preservative Holding Time Analysis

2 - 40mL VOA vial 4 Oeg C, HCL to pH<2 14 Days 1 VOCs in Water b y GCIMS

Sample Comments:

Sample Collected By: $lyw lq

Page 375: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 4 QC Code: - Matrix: Water Tag ID: 46654-

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: FLJ-3 External Sample Number:

Expected Conc: (or Circle One: Low ~ed iu - Date Time(24 hr)

Latitude: Sample Collection: Start: ~ O Y b:& Longitude: End: I I --

Field Measurement

Parameter Value Units Conductance, Specific : 7% umhos/cm

Temperature : Turbidity :

pH : * 2,

G &2, su Laboratory Analyses:

Container Preservative Holding Time Analysis 2 - 40rnL VOA v ~ a l 4 Deg C, HCL to pH<2 14 Days 1 VOCs ~n Water by GCIMS

Sample Comments:

(N/A) ,do K/YCXO*~ i f l

Sample Collected By:

Page 376: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 5 QC Code: - Matrix: Water Tag ID: 4665-5--

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: - External Sample Number:

Expected Conc: (or Circle One: Low Medium High) Date Time(Z4 hr)

Latitude: Sample Collection: Start: 70 l ~ z l - lo:& End: / / Longitude: - - - --

--

Field Measurement

Parameter Value Units Conductance, Specific : umhos/cm

Temperature : Z b Deg C Turbidity : % . Q NTU

pH : SU

Laboratory Analyses: Container Preservative Holding Time Analysis

2 - 40mL VOA vlal 4 Deg C, HCL to pHe2 14 Days 1 VOCs ~n Water by GC/MS

Sample Comments:

(N/A)

Sample Collected By:

7 @bb?

Page 377: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 125 QC Code: - Matrix: Water Tag ID : 4665.125

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: E n - 15 External Sample Number:

Expected Conc: (or Circle One: Low Medium High) Date Time(24 hr)

Latitude: Sample Collection: Start: h l ~ oq - 17: /x Longitude: - - - End: I 1 --

Field Measurement

Parameter Value Units Conductance, Spec~f~c : 1-3~0 umhos/cm

Temperature : 15-17 Deg C Turbtd~ty : 0.0 NTU

pH : c).m SU

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vial 4 Oeg C, HCL t o pH<2 14 Days 1 VOCs in Water by GC/MS for Low Detection Limits

Sample Comments:

(N/A)

Sample Collected By:

Page 378: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 126 QC Code: - Matrix: Water Tag ID: 4665-126.-

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: !Zf?r- I Y External Sample, Number:

Expected Conc: (or Circle One: LO^ Medium @) Date Time(24 hr)

Latitude: Sample Collection: Start: /4z7/@? lY -- : /Z,

Longitude: End: 11- --

Field Measurement

Parameter Value Units Conductance, Spec~ f~c : 1'?6d umhos/cm

Temperature : 15 3 q Deg C T u r b ~ d ~ t y : 1 .7 NTU

p H : 6.66 SU

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vial 4 Deg C, HCL t o pH<2 14 Days 1 VOCs in Water by G U M S for Low Detection Limits

Sample Comments:

Sample Collected By: 3 t(h PI

Page 379: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 6 QC Code: - Matrix: Water Tag ID: 4665-6--

Project ID : DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: . )uO loz- fl/? External Sample Number:

Expected Conc: (or Circle One: Low e d ~ u m H~gh) Q ' Date Time(24 hr)

Latitude: Sample Collection: Start: 161 q04 89: -- I& Longitude: End: / / --

Field Measurement

Parameter Value Units Conductance, Specific : df? umhos/cm

Temperature : I Z . & ' ~ Deg C Turbidity : 7, NTU

pH : l. 4% 5 S U

Laboratory Analyses: Container Preservative Holding Time Analysis

2 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs in Water by GC/MS

Sample Comments:

Sample Collected By: B 6 ' ~ / i v,

Page 380: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 7 QC Code: - Matrix: Water Tag ID: 4665-7.-

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Is land State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc:

External Sample Number:

Expected Conc: (o r Circle One: Low e d ~ u m Hlgh) Q ' Date Time(24 hr)

Latitude: i; t 3 0 Sample Collection: Start: f / / 7 q: -- $23 Longitude: End: I I --

Field Measurement

Parameter Value Units Conductance, S p e c ~ f ~ c : 7 ‘ lY umhosjcm

Temperature : 1 ~ x 4 3 Deg C T u r b ~ d t y : 7 3 1 NTU

pH : d. $ 3 SU

Laboratory Analyses: Container Preservative Holding Time Analysis

2 - 4OmL VOA v ~ a l 4 Deg C, HCL t o pH<> 14 Days 1 VOCs in Water by GUMS

Sample Comments:

Sample Collected By: d $ t / ~ m

Page 381: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Numberm -4 code: r" Matrix: Water Tag ID: 4665- - yL+

Project ID: DS07ES W p r o j e c t Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund -

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

- -

Location Desc: / f q ~ * /@L/ Efl2 /

External Sample Number:

Expected Conc: (or Clrcle One: LOW @ H~gh) Date Time(24 hr)

Latitude: Sample Collection: Start: / * / ~ ~ / '7 m, -- 50 Longitude: End: 1 I --

Field Measurement

Parameter Value Units Conductance, Specific : * ;;y/cm

Temperature : Turbidity : NTU

p H , su Laboratory Analyses:

Container Preservative Holding Time Analysis

2 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs in Water by GCIMS

Sample Comments:

Sample Collected By: B N

5 [f/h

Page 382: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 9 QC Code: - Matrix: Water Tag ID: 4665-9-a

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: opr - LA- External Sample Number:

Expected Conc: (or Circle One: LOW- High) Date Time(24 hr)

Latitude: /O 23 B 10. ys- Sample Collection: Start: I I 4 Longitude: - - - End: 1 1 --

Field Measurement

Parameter Value Units Conductance, Specific : ! ~ & 3 umhos/cm

Temperature : i4, 9 Deg C Turbidity : 0" 0 NTU

pH : 7.0 - 5 S U

Laboratory Analyses: Container Preservative Holding Time Analysis

2 - 40mL VOA vial 4 Deg C, HCL to p H c 2 14 Days 1 VOCs in Water b y GC/MS

Sample Comments:

Sample Collected By: B N fl+/wP?

Page 383: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 1 0 QC Code: - Matrix: Water Tag ID: 4665- lo--

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Is land State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 0 2 RESORATION

Location Desc:

External Sample Number:

Expected Conc: (or Circle One: LOW @ High) Date Time(24 hr)

Latitude: /a 23 Sample Collection: Start: / 17 11 -- .Ls- Longitude: End: / 1 --

Field Measurement

Parameter Value Units Conductance, Specihc : Y/o umhos/cm

Temperature : /4, 72- Deg C Turbidity : kl:"

pH :

Laboratory Analyses: Container Preservative Holding Time Analysis

2 - 40rnLVOA vlal 4 Deg C, HCL to p H < 2 14 Days 1 VOCs ~n Water by GCIMS

Sample Comments:

(NIA)

Sample Collected By: ~ (Vwn

Page 384: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 11 QC Code: - Matrix: Water Tag ID: 4665-11--

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

np ;r - Location Desc: v I

External Sample Number:

Expected Conc: (o r Circle One: LOW B ~ i g h ) Date Time(24 hr)

Latitude: / D Y &' Sample Collection: Start: I I f &Jr- Longitude: End: 1 I --

Field Measurement

Parameter Units Conductance, Specific : umhos/cm

Temperature : j W / Deg C Turbid i ty : , 0, NTU

pH : 30 SU

Laboratory Analyses: Container Preservative Holding Time Analysis

2 - 40mL VOA v ia l 4 Deg C, HCL to pH<2 14 Days 1 VOCs in Water by GCIMS

Sample Comments:

(NIA)

Sample Collected By: E5d 5 rr/w.

Page 385: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 12 QC Code: - Matrix: Water Tag ID: 4665-12--

Project ID : DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Is land State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc:

External Sample Number:

Expected Conc: (o r Circle One: &Medium H ~ g h ) Date Time(24 hr)

Latitude: Sample Collection: Start: ,?b&~ 1 I 7 IL .m Longitude: - End: J_J_ --

Field Measurement

Parameter Valu8 Units Conductance, Specific : $86 umhos/cm

Temperature : l Y , k ~ f Deg C Turbidity : 0 .0 NTU

p~ : 6d t?? su Laboratorv Analvses:

Container Preservative Holding Time Analysis

2 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs in Water by GC/MS

Sample Comments:

Sample Collected By: B y - I+/drn

Page 386: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 13 QC Code: - Matrix: Water Tag ID: 4665-13--

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Is land State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc:

External Sample Number:

Expected Conc: ( o r Clrcle One: Low Date Time(24 hr)

Latitude: sample ~o l l ec t i on : start: lo/ '31 7 h':80 --

Longitude: End: I I --

Field Measurement

Parameter Units Conductance, S p e c ~ f ~ c : - urnhos/cm

Temperature : / 3 . S / Deg C T u r b ~ d ~ t y : 0, 0 NTU

pH : 7; 2.g S U

Laboratory Analyses: Container Preservative Holding Time Analysis

2 40mL VOA vlal 4 Deg C, HCL to pH<2 14 Days 1 VOCs !n Water by GCJMS

Sample Comments:

( W A )

Sample Collected By: Qd fvim

Page 387: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 127 QC Code: - Matrix: Water Tag ID: 4665-127-- -

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Is land State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: - . External Sample Number:

Expected Conc: (o r Circle One: Date Time(24 hr) 1 0 23 &

Latitude: Sample Collection: Start: _J 1 - 9 --

Longitude: End: JJ- --

Field Measurement

Parameter Value Units Conductance, Specific : lpco urnhos/crn

,-. Temperature : i3,> 8. Deg C

Turbidity : 45;g NTU p~ : / A su

Laboratory Analyses: Container Preservative Holding Time Analysis

4 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs in Water by GC/M5 for Low Detection Limits

sample Comments:

(NIA)

Sample Collected By: ~ yiw *

Page 388: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 128 QC Code: - Matrix: Water Tag ID: 4665-128--

Project ID : DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: A / SR External Sample Number:

Expected Conc: (o r Clrcle One: Low edlum Hlgh) a Date Time(24 hr)

Latitude: Sample Collection: Start: l0l4If/ -- Longitude: End: I I --

Field Measurement

Parameter Units Conductance, Speciflc : umhos/cm

Temperature : 1 Deg C T u r b ~ d ~ t y : 5.2, NTU

pH : SU

Laboratory Analyses: Contalner Preservative Holding Time Analysis

4 40rnL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs ln Water by GCIMS for Low Detect~on Llmlts

Sample Comments:

Sample Collected By: f i % i PI

Page 389: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 14 QC Code: - Matrix: Water Tag ID: 4665-14--

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Island State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: / m W - / L & External Sample Number:

Expected Conc: (or Circle One: Low Plediun- @ Date Time(24 hr)

Latitude: Sample Collection: Start: lo 1 z3 1 . S T -- Longitude: End: / / --

Field Measurement

Parameter Value Units Conductance, Specific : umhos/crn

Temperature : Turbidity :

pH : * .:2 c

, S U - Laboratory Analyses:

Container Preservative Holding Time Analysis

2 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs ln Water by GC/MS

Sample Comments:

(NIA)

Sample Collected By: B/ 4 /+fl

Page 390: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Sample Collection Field Sheet US EPA Region 7 Kansas City, KS

ASR Number: 4665 Sample Number: 15 QC Code: - Matrix: Water Tag ID: 4665-15--

Project ID: DS07ES Project Manager: DeAndre Singletary Project Desc: Cleburn Street Well LTRA

City: Grand Is land State: Nebraska Program: Superfund

Site Name: 07ES CLEBURN STREET WELL - 1 HR MARTINIZING GW Site ID: 07ES Site OU: 02 RESORATION

Location Desc: . External Sample Number:

Expected Conc: (or Circle One: Low Medium High 0 Date Time(24 hr)

Latitude: sample collection: start: qv /f:zr Longitude: End: I I --

Field Measurement

Parameter Value Units Conductance, Specific : ifi?o , umhos/cm

Temperature : ~ $ 0 5 Deg C Turbidity : 9%: 3. NTU

p~ : 7,ja su Laboratory Analyses:

Container Preservative Holding Time Analysis

2 - 40mL VOA vial 4 Deg C, HCL to pH<2 14 Days 1 VOCs in Water by GCIMS

Sample Comments:

(N/A)

Sample Collected By: 4 .

Page 391: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

- - - - , , ..A MONITOR WELL STATIC WATER LEVEL FORM

PROJECT NO.:

Monilor Well

Notc: Total well depth to be measured at time of gauging.

Comments: n f i ~ : f i f o ~ / / P c ~ c ~ 9%~ P 66 fW/>

Page 392: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

- - li, MONITOR WELL STATIC WATER LEVEL FORM "

PROJECT NO.:

WATER LEVEL INDICATOR ID NO.: / j L h @ % FIELD BOOK NO.: /& 7 LOCATION: PAGE NO.: 1 ? 7- /?g

Monitoi Well Reading PID

Reading (above background:

0 0

Note: Total wcll depth to be measured at time of gauging.

Comments: &f? ; ke f C@[IPC~ FA f&< 'fh 06 Two

Page 393: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

APPENDIX E

GETS AND SVE O&M REPORTS

Page 394: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

GETS OM REPORTS

Page 395: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date 1/9/09 Operator: Alan Scott Time: 1155 Weather: 30°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 516,046 513,206

Location Pressure Current gpm Totalizer Gallons

EW-1 35 NA 48,286,300

EW-2 28 32 48,701,600

EW-3 32 42 93,309,300

FM-1 104 55,804,400 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments: Upon arrival O&M Technician found that EW-1 flow meter was not working properly. The flow

meter appears to no longer be operational.

Page 396: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date 1/12/09 Operator: Herb Scott Time: 1730 Weather: 20°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 517,063 516,046

Location Pressure Current gpm Totalizer Gallons

EW-1 35 NA 48,286,300

EW-2 27 33 48,850,300

EW-3 32 41 93,497,000

FM-1 103 56,273,200 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments: Upon arrival O&M Technician found that EW-1 flow meter was not working properly. The flow

meter appears to no longer be operational.

Page 397: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date 1/23/09 Operator: Alan Scott Time: 0938 Weather: 20°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 520,590 517,063

Location Pressure Current gpm Totalizer Gallons

EW-1 35 NA 48,286,300

EW-2 26 34 49,354,700

EW-3 32 42 94,129,400

FM-1 104 57,850,100 DPI (Magnehelic on Tray

Stripper) in. H20 18

Comments: EW-1 flow meter was not operable at the time of the O&M visit. New flow meter will be

purchased to replace inoperable meter.

Page 398: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date 1/28/09 Operator: Alan Scott & Herb Scott Time: 1000 Weather: 30°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 522,337 520,590

Location Pressure Current gpm Totalizer Gallons

EW-1 35 32 58,598,200

EW-2 22 36 49,601,300

EW-3 41 22 94,427,400

FM-1 94 58,598,200/00000 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments: New flow meter purchased and installed in FM-1 totalizer. FM-1 flow meter transferred to EW-1

to replace previous non-functioning meter. Additional meter will be purchased to serve as a backup in the

event that another flow meter malfunctions to minimize down time.

Page 399: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date 1/29/09 Operator: Herb Scott Time: 1000 Weather: 30°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 522,941 522,337

Location Pressure Current gpm Totalizer Gallons

EW-1 35 32 58,634,800

EW-2 28 34 49,637,800

EW-3 35 35 94,463,200

FM-1 90 00098,700 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments: As noted in previous O&M report a new flow meter was replaced in EW-1. The new starting

flow meter was 58,598,200 gallons.

Page 400: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date 2/04/09 Operator: Alan Scott Time: 1500 Weather: 28°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 524,965 522,941

Location Pressure Current gpm Totalizer Gallons

EW-1 35 32 58,918,700

EW-2 28 32 49,927,400

EW-3 35 36 94,767,200

FM-1 84 00874,000 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 401: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date 2/11/09 Operator: Bill Mehnert/Alan Scott Time: 1253 Weather: 45°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 527,204 524,965

Location Pressure Current gpm Totalizer Gallons

EW-1 36 34 59,233,600/1,732,700

EW-2 28 30 50,248,800

EW-3 36 36 95,103,400

FM-1 90 1,732,700/59,233,600 DPI (Magnehelic on Tray

Stripper) in. H20 18

Comments: Adjusted flow readings to 110 gpm.

Page 402: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date 2/20/09 Operator: Herb Scott Time: 1300 Weather: 46°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) NA 527,204

Location Pressure Current gpm Totalizer Gallons

EW-1 33 36 1,965,700

EW-2 26 34 50,450,900

EW-3 34 38 95,352,300

FM-1 106 59,893,700 DPI (Magnehelic on Tray

Stripper) in. H20 18

Comments: Effluent pump turns off for 38 seconds. Balanced pumps at 106 gpm at 1500.

Page 403: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date 2/23/09 Operator: Alan Scott Time: 0900 Weather: 40°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 531,090 NA

Location Pressure Current gpm Totalizer Gallons

EW-1 33 38 2,119,100

EW-2 26 32 50,585,000

EW-3 34 38 95,503,000

FM-1 104 60,323,500 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 404: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date 2/25/09 Operator: Alan Scott Time: 0930 Weather: 38°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 532,613 531,090

Location Pressure Current gpm Totalizer Gallons

EW-1 32 36 2,226,200

EW-2 26 32 50,678,600

EW-3 34 38 95,608,000

FM-1 108 60,623,000 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 405: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date 2/27/09 Operator: Alan Scott Time: 1040 Weather: 30°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) NA 532,613

Location Pressure Current gpm Totalizer Gallons

EW-1 32 36 2,339,000

EW-2 26 34 50,777,300

EW-3 34 36 95,718,500

FM-1 108 60,919,640 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments: FM-1 total gallons has been estimated for this report.

Page 406: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date 3/02/09 Operator: Alan Scott Time: 0930 Weather: 35°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 536,522 NA

Location Pressure Current gpm Totalizer Gallons

EW-1 32 38 2,497,500

EW-2 26 30 50,916,500

EW-3 34 36 95,874,000

FM-1 106 61,381,200 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 407: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date 3/13/09 Operator: Alan Scott Time: 1030 Weather: 56°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 540,148 536,522

Location Pressure Current gpm Totalizer Gallons

EW-1 31 40 3,128,000

EW-2 18 38 51,525,600

EW-3 34 34 96,460,400

FM-1 110 63,069,900 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 408: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date 3/18/09 Operator: Alan Scott Time: 1000 Weather: 45°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 541,852 540,148

Location Pressure Current gpm Totalizer Gallons

EW-1 31 40 3,418,600

EW-2 18 40 51,810,600

EW-3 34 36 96,723,300

FM-1 120 63,819,300 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 409: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date 3/19/09 Operator: Alan Scott Time: 1130 Weather: 50°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 542,537 541,852

Location Pressure Current gpm Totalizer Gallons

EW-1 31 36 3,479,300

EW-2 17 40 51,870,300

EW-3 34 36 96,778,200

FM-1 110 63,989,600 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 410: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date 3/20/09 Operator: Alan Scott Time: 0830 Weather: 50°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 543,274 542,537

Location Pressure Current gpm Totalizer Gallons

EW-1 31 38 3,535,700

EW-2 17 40 51,925,500

EW-3 34 36 96,829,200

FM-1 110 64,146,700 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 411: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date 4/14/09 Operator: Alan Scott Time: 1145 Weather: 50°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 547,127 543,274

Location Pressure Current gpm Totalizer Gallons

EW-1 34 32 4,000,300

EW-2 26 32 52,389,800

EW-3 34 38 97,297,100

FM-1 100 65,499,900 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments: System was turned off for pump and vent tests from March 20-April 14, 2009.

Page 412: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 4/20/09 Operator: Alan Scott Time: 1100 Weather: 60°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 550,042 547,127

Location Pressure Current gpm Totalizer Gallons

EW-1 28 42 4,339,100

EW-2 26 32 52,672,600

EW-3 34 36 97,607,300

FM-1 108 66,406,500 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 413: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 4/29/09 Operator: Alan Scott Time: 0930 Weather: 50°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 552,513 550,042

Location Pressure Current gpm Totalizer Gallons

EW-1 28 42 4,833,200

EW-2 25 32 53,045,800

EW-3 34 38 9,8016,400

FM-1 110 67,651,400 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 414: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 5/8/09 Operator: Alan Scott Time: 0930 Weather: 50°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 555,665 552,513

Location Pressure Current gpm Totalizer Gallons

EW-1 28 32 53,518,000

EW-2 26 44 5,459,200

EW-3 34 36 98,534,300

FM-1 108 69,226,200 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 415: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 5/15/09 Operator: Alan Scott Time: 1030 Weather: 55°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 557,794 555,665

Location Pressure Current gpm Totalizer Gallons

EW-1 28 32 53,848,800

EW-2 25 44 5,897,200

EW-3 34 34 98,895,400

FM-1 110 70,314,000 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 416: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 5/19/09 Operator: Alan Scott Time: 900 Weather: 57°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 559,089 557,794

Location Pressure Current gpm Totalizer Gallons

EW-1 28 34 54,052,200

EW-2 23 44 6,149,200

EW-3 33 36 99,100,900

FM-1 108 70,954,300 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 417: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 5/26/09 Operator: Alan Scott Time: 1330 Weather: 70°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 562,134 559,089

Location Pressure Current gpm Totalizer Gallons

EW-1 30 36 54,413,600

EW-2 23 22 6,601,000

EW-3 34 34 99,470,100

FM-1 110 72,100,100 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 418: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 6/1/09 Operator: Alan Scott Time: 0930 Weather: 60°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 563,886 562,134

Location Pressure Current gpm Totalizer Gallons

EW-1 28 34 54,709,700

EW-2 23 44 6,969,700

EW-3 34 34 99,771,200

FM-1 110 73,034,400 DPI (Magnehelic on Tray

Stripper) in. H20 16

Comments:

Page 419: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 6/1/09 Operator: Alan Scott Time: 0930 Weather: 60°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 563,886 562,134

Location Pressure Current gpm Totalizer Gallons

EW-1 23 44 6,969,700

EW-2 28 34 54,709,700

EW-3 34 34 99,771,200

FM-1 110 73,034,400 DPI (Magnehelic on Tray

Stripper) in. H20 16

Comments:

Page 420: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 6/2/09 Operator: Steve Holmes Time: 1600 Weather: 60°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) NA 563,886

Location Pressure Current gpm Totalizer Gallons

EW-1 35 42 7,049,800

EW-2 28 35 54,774,000

EW-3 22 36 99,836,500

FM-1 112 73,237,400 DPI (Magnehelic on Tray

Stripper) in. H20 NA

Comments:

Page 421: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 6/8/09 Operator: Alan Scott Time: 0915 Weather: 60°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 565,822 563,886

Location Pressure Current gpm Totalizer Gallons

EW-1 28 40 7,410,800

EW-2 23 34 55,062,300

EW-3 35 34 100,132,200

FM-1 110 74,151,800 DPI (Magnehelic on Tray

Stripper) in. H20 15

Comments:

Page 422: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 6/20/09 Operator: Alan Scott Time: 0930 Weather: 75°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 568,996 565,822

Location Pressure Current gpm Totalizer Gallons

EW-1 28 44 8,170,700

EW-2 23 34 55,665,200

EW-3 35 36 100,754,500

FM-1 108 76,071,500 DPI (Magnehelic on Tray

Stripper) in. H20 11

Comments:

Page 423: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 6/23/09 Operator: Alan Scott Time: 1630 Weather: 90°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 571,409 568,996

Location Pressure Current gpm Totalizer Gallons

EW-1 31 42 8,379,000

EW-2 23 34 55,830,500

EW-3 35 34 100,925,300

FM-1 110 76,597,700 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 424: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 7/3/09 Operator: Alan Scott Time: 1030 Weather: 80°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 574,421 571,409

Location Pressure Current gpm Totalizer Gallons

EW-1 28 44 8,996,300

EW-2 23 34 56,328,400

EW-3 35 34 101,431,300

FM-1 110 78,218,900 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments: The FM-1 totalizer gallons value was estimated based upon the sum of the throughput of the

three extraction wells. Based upon the value for the flow rate it was determined that the FM-1 meter was

not operating properly for this report.

Page 425: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 7/3/09 Operator: Alan Scott Time: 1030 Weather: 80°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 574,421 571,409

Location Pressure Current gpm Totalizer Gallons

EW-1 28 44 8,996,300

EW-2 23 34 56,328,400

EW-3 35 34 101,431,300

FM-1 110 78,218,900 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments: The FM-1 totalizer gallons value was estimated based upon the sum of the throughput of the

three extraction wells. Based upon the value for the flow rate it was determined that the FM-1 meter was

not operating properly for this report.

Page 426: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 7/6/09 Operator: Alan Scott Time: 1159 Weather: 80°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 575,330 574,421

Location Pressure Current gpm Totalizer Gallons

EW-1 29 42 9,189,300

EW-2 23 34 56,484,200

EW-3 35 34 102,589,500

FM-1 110 77,274,300/48,288,000 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments: FM-1 flow meter was found to be non-operational and was replaced. The final reading was

77274300 for the old FM-1 meter and the new meter began at 45,288,000. The replacement meter appears

to be running well.

Page 427: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 7/7/09 Operator: Bill Mehnert Time: 1620 Weather: 80°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) NA 575,330

Location Pressure Current gpm Totalizer Gallons

EW-1 28 45 9,267,500

EW-2 22 37 56,547,500

EW-3 35 33 1,653,900

FM-1 107 48,474,400 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 428: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 7/16/09 Operator: Alan Scott Time: 1545 Weather: 80°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 578,240 NA

Location Pressure Current gpm Totalizer Gallons

EW-1 28 42 9,834,300

EW-2 22 34 57,005,500

EW-3 35 34 2,120,000

FM-1 108 49,840,800 DPI (Magnehelic on Tray

Stripper) in. H20 16

Comments:

Page 429: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 7/23/09 Operator: Alan Scott Time: 1327 Weather: 80°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 580,372 578,240

Location Pressure Current gpm Totalizer Gallons

EW-1 28 42 10,273,700

EW-2 23 34 57,360,500

EW-3 36 34 2,481,400

FM-1 110 50,900,700 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 430: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 7/29/09 Operator: Alan Scott Time: 0900 Weather: 70°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 582,135 580,372

Location Pressure Current gpm Totalizer Gallons

EW-1 29 44 10,644,500

EW-2 23 36 57,659,600

EW-3 35 34 2,786,900

FM-1 108 51,796,000 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 431: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 7/31/09 Operator: Alan Scott Time: 0900 Weather: 70°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 583,632 582,135

Location Pressure Current gpm Totalizer Gallons

EW-1 28 44 10,773,700

EW-2 23 34 57,765,200

EW-3 35 34 2,893,400

FM-1 110 52,109,100 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 432: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 8/7/09 Operator: Alan Scott Time: 0900 Weather: 75°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 585,621 583,632

Location Pressure Current gpm Totalizer Gallons

EW-1 28 42 11,213,400

EW-2 22 36 58,124,200

EW-3 35 34 3,255,800

FM-1 106 53,174,500 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 433: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 8/14/09 Operator: Herb Scott Time: 1800 Weather: 90°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 587,817 585,621

Location Pressure Current gpm Totalizer Gallons

EW-1 28 45 11,680,800

EW-2 22 34 58,506,800

EW-3 34 36 3,641,700

FM-1 105 54,309,500 DPI (Magnehelic on Tray

Stripper) in. H20 16

Comments: Hauled 2 tanks from Cleburn to Columbus for use at 10th Street on August 11, 2009.

Page 434: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 8/19/09 Operator: Alan Scott Time: 1230 Weather: 75°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 589,257 587,817

Location Pressure Current gpm Totalizer Gallons

EW-1 28 42 11,986,500

EW-2 22 34 58,757,300

EW-3 35 36 3,894,000

FM-1 110 55,052,800 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 435: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 8/21/09 Operator: Alan Scott Time: 0900 Weather: 69°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 590,592 589,257

Location Pressure Current gpm Totalizer Gallons

EW-1 28 42 12,101,000

EW-2 22 36 58,851,100

EW-3 35 34 3,988,700

FM-1 110 55,331,500 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 436: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 8/26/09 Operator: Alan Scott Time: 0900 Weather: 71°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 592,091 590,592

Location Pressure Current gpm Totalizer Gallons

EW-1 28 44 12,415,300

EW-2 22 34 59,109,500

EW-3 35 36 4,248,800

FM-1 110 56,098,700 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 437: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 9/4/09 Operator: Alan Scott Time: 1030 Weather: 65°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 594,808 592,091

Location Pressure Current gpm Totalizer Gallons

EW-1 30 42 12,988,000

EW-2 22 34 59,578,800

EW-3 34 36 4,720,000

FM-1 110 57,494,000 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 438: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 9/11/09 Operator: Alan Scott Time: 0800 Weather: 65°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 596,875 594,808

Location Pressure Current gpm Totalizer Gallons

EW-1 27 42 13,427,800

EW-2 22 34 59,939,500

EW-3 35 34 5,081,400

FM-1 108 58,564,500 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 439: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 9/18/09 Operator: Alan Scott Time: 0900 Weather: 64°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) NA 596,875

Location Pressure Current gpm Totalizer Gallons

EW-1 28 42 13,870,800

EW-2 22 34 60,302,200

EW-3 35 34 5,445,700

FM-1 108 59,642,800 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 440: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 9/21/09 Operator: Alan Scott Time: 0900 Weather: 62°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 600,784 NA

Location Pressure Current gpm Totalizer Gallons

EW-1 28 42 14,067,000

EW-2 22 36 60,462,700

EW-3 35 34 5,607,200

FM-1 108 60,121,100 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 441: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 10/2/09 Operator: Herb Scott Time: 1000 Weather: 60°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 604,142 600,784

Location Pressure Current gpm Totalizer Gallons

EW-1 28 43 14,775,300

EW-2 21 36 61,040,400

EW-3 34 37 6,190,600

FM-1 108 61,847,600 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments: Heavy purple coloration of water in air stripper.

Page 442: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 10/8/09 Operator: Alan Scott Time: 1000 Weather: 45°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 606,071 604,142

Location Pressure Current gpm Totalizer Gallons

EW-1 28 42 15,151,100

EW-2 21 34 61,349,300

EW-3 35 34 6,503,600

FM-1 108 62,769,300 DPI (Magnehelic on Tray

Stripper) in. H20

Comments:

Page 443: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 10/15/09 Operator: Alan Scott Time: 1000 Weather: 40°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 608,140 606,071

Location Pressure Current gpm Totalizer Gallons

EW-1 28 40 15,569,300

EW-2 21 34 61,691,200

EW-3 35 34 6,851,700

FM-1 110 63,793,400 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 444: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 10/19/09 Operator: Alan Scott Time: 1000 Weather: 60°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) NA 608,140

Location Pressure Current gpm Totalizer Gallons

EW-1 28 44 15,819,800

EW-2 21 34 61,896,800

EW-3 34 36 7,060,800

FM-1 110 64,407,600 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 445: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 10/26/09 Operator: Herb Scott Time: 1100 Weather: 60°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 611,705 NA

Location Pressure Current gpm Totalizer Gallons

EW-1 26 44 16,267,200

EW-2 21 36 62,263,200

EW-3 34 36 7,435,400

FM-1 106 65,502,000 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments: 250 gallons of water were brought to the site for the O&M technicians to use on site.

Page 446: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 10/28/09 Operator: Herb Scott Time: 1300 Weather: 60°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 613,050 611,705

Location Pressure Current gpm Totalizer Gallons

EW-1 28 44 16,379,000

EW-2 21 36 62,355,500

EW-3 34 36 7,528,800

FM-1 107 65,776,200 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 447: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 11/5/09 Operator: Alan Scott Time: 0943 Weather: 55°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 615,533 613,050

Location Pressure Current gpm Totalizer Gallons

EW-1 28 42 16,881,200

EW-2 21 34 62,770,800

EW-3 34 34 7,948,800

FM-1 108 67,006,600 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 448: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 11/9/09 Operator: Alan Scott Time: 1121 Weather: 65°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 616,764 615,533

Location Pressure Current gpm Totalizer Gallons

EW-1 28 42 17,135,000

EW-2 21 34 62,979,700

EW-3 34 34 8,161,300

FM-1 106 67,628,500 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 449: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 11/20/09 Operator: Alan Scott Time: 1040 Weather: 65°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 620,083 616,764

Location Pressure Current gpm Totalizer Gallons

EW-1 27 42 17,819,000

EW-2 21 34 63,543,200

EW-3 34 34 8,734,300

FM-1 108 69,304,400 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 450: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 11/27/09 Operator: Alan Scott Time: 1100 Weather: 65°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) 622,198 620,083

Location Pressure Current gpm Totalizer Gallons

EW-1 27 42 18,256,300

EW-2 21 34 63,901,500

EW-3 35 34 9,101,100

FM-1 108 70,375,800 DPI (Magnehelic on Tray

Stripper) in. H20 17

Comments:

Page 451: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

Groundwater System Operation and Maintenance Form Cleburn Street Well Site – OU2; Grand Island, NE

Date: 12/16/09 Operator: Steve Holmes Time: 1110 Weather: 24°

Yes No Vandalism/Damage to Process Area? X

Vandalism/Damage to Wells? X

Blower Operating? X

Blower Intake Screen Clean? X

Effluent Transfer Pump Operating? X

SVE System Operating? X

Current Previous Power Meter Reading (kwh) NA 622,198

Location Pressure Current gpm Totalizer Gallons

EW-1 NA 43 19,424,100

EW-2 NA 35 64,854,900

EW-3 NA 36 10,076,600

FM-1 104 73,230,100 DPI (Magnehelic on Tray

Stripper) in. H20 NA

Comments: The flow rate readings have been calculated for this O&M period due to the inability of O&M

technicians to conduct a full O&M visit due to inclement weather conditions prior to GET system shut down,

thus the values are approximate. The totalizer readings are the final values prior to system shutdown.

Page 452: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

SVE SYSTEM DATA SHEETS

Page 453: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

14001400

8.620.2

1400

14001400

A. ScottEPA009-019

39.314001400

10.136.3

44.6

1400

yes no yes no

1400

0

No1400

2240

Well ID

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

1/28/2009

1400 31.2

TimeWell

Operating Yes/No

Notes Vacuum " H2O

Valve Position - % Open

LEL % CO2 ppmv Diff. Press

across Dwyer -"H2O

O2 % PID ppmv

Comments:

SVE-9

20.4 124018.1

VMP4

SVE-5

VMP3

SVE-7

1415

1415

20.4017.5

1415

1415

SVE-6

SVE-81415 SVE-9

SVE-9

Well ID

SVE-3

VMP1

VMP2

SVE-114151415141514151415

SVE-2

SVE-4

YYY

Time

15.316

15.3

100100100100

Well Operating

Yes/No

Y

Notes Vacuum " H2O

Valve Position - % Open

14.9

LEL %

0

CO2 ppmv

257020.2

0.82.5

SVE-8

SVE-8

0

1.21.4

1360

00

236023004600

1.80.0

Diff. Press across Dwyer -

"H2O

3.84.42.32.2

0.446.3

9.6

O2 % PID ppmv

20.220.119.8

Page 454: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

14401440

8.120.3

1440

14401440

A. ScottEPA009-019

37.514401440

9.534.5

42.5

--

yes no yes no

1440

0

No1440

2150

Well ID

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

1/28/2009

1440 33.2

TimeWell

Operating Yes/No

Notes Vacuum " H2O

Valve Position - % Open

LEL % CO2 ppmv Diff. Press

across Dwyer -"H2O

O2 % PID ppmv

Comments:

SVE-9

20.5 98017.8

VMP4

SVE-5

VMP3

SVE-7

1500

1500

20.4017.3

1500

1500

SVE-6

SVE-81500 SVE-9

SVE-9

Well ID

SVE-3

VMP1

VMP2

SVE-115001500150015001500

SVE-2

SVE-4

YYY

Time

15.115.815.1

100100100100

Well Operating

Yes/No

Y

Notes Vacuum " H2O

Valve Position - % Open

14.8

LEL %

0

CO2 ppmv

209020.4

0

0.72.5

SVE-8

SVE-8

0

1.21.4

1210

00

0

203019604280

0.00.0

Diff. Press across Dwyer -

"H2O

4.14.52.21.4

0.948.2

9.7

O2 % PID ppmv

20.420.319.8

Page 455: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

10251025

020.5

1025

10251025

H. ScottEPA009-019

38.410251025

8.835.7

43.3

1022

yes no yes no

1025

0

No1025

2360

Well ID

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

1/29/2009

1025 32.2

TimeWell

Operating Yes/No

Notes Vacuum " H2O

Valve Position - % Open

LEL % CO2 ppmv Diff. Press

across Dwyer -"H2O

O2 % PID ppmv

Comments:

SVE-9

20.5 93020.4

VMP4

SVE-5

VMP3

SVE-7

1045

1045

20.5017.4

1045

1045

SVE-6

SVE-81045 SVE-9

SVE-9

Well ID

SVE-3

VMP1

VMP2

SVE-110451045104510451045

SVE-2

SVE-4

YYY

Time

15.115.915.1

100100100100

Well Operating

Yes/No

Y

Notes Vacuum " H2O

Valve Position - % Open

14.8

LEL %

0

CO2 ppmv

200020.5

0

0.62.5

SVE-8

SVE-8

0

11.3

1100

00

0

195015804010

0.00.0

Diff. Press across Dwyer -

"H2O

4.14.42.31.7

0.00.0

0

O2 % PID ppmv

20.520.520.5

Page 456: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

O2 % PID ppmv

Diff. Press across Dwyer -

"H2ONotes Vacuum

" H2O

Valve Position - % Open

LEL % CO2 ppmv TimeWell

Operating Yes/No

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

2/20/2009

1240 32.3

7840

Well ID

1240

0

No1240

1200

yes no yes no

H. ScottEPA009-019

39.912401240

9.436.9

44.7

12401240

86.220.9

1240

12401240

Comments:

O2 % PID ppmv

20.920.920.4

46.6161.0

51.7

Diff. Press across Dwyer -

"H2O

2.32.74.83.7

5.63.4

64406560

19700

0

00

0

1.51.6

3588

SVE-8

SVE-8

12.8

0

Notes Vacuum " H2O

Valve Position - % Open

15.1

LEL %

0

CO2 ppmv

512020.9

Time

15.615.114.7

100100100100

Well Operating

Yes/No

YSVE-2

SVE-4

YYY

13151315131513151315

Well ID

SVE-3

VMP1

VMP2

SVE-1

1315

1240

SVE-6

SVE-81240 SVE-9

SVE-9

20.91017.5

VMP4

SVE-5

VMP3

SVE-7

1315

1315

20.9 320018

SVE-9

Page 457: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

O2 % PID ppmv

Diff. Press across Dwyer -

"H2ONotes Vacuum

" H2O

Valve Position - % Open

LEL % CO2 ppmv TimeWell

Operating Yes/No

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

2/20/2009

1416 30.5

7400

Well ID

1416

0

No1416

1200

yes no yes no

H. ScottEPA009-019

36.814161416

9.733.9

41.7

14161416

26.320.9

1416

14161416

Comments:

O2 % PID ppmv

20.920.920.4

14.193.0

28.2

Diff. Press across Dwyer -

"H2O

3.54.62.72.2

4.74.4

68004080

19400

0

00

0

11.2

4000

SVE-8

SVE-8

0.62.4

0

Notes Vacuum " H2O

Valve Position - % Open

14.8

LEL %

0

CO2 ppmv

135020.9

Time

14.915.715

100100100100

Well Operating

Yes/No

YSVE-2

SVE-4

YYY

14551455145514551455

Well ID

SVE-3

VMP1

VMP2

SVE-1

1455

1455

SVE-6

SVE-81455 SVE-9

SVE-9

20.911.717

VMP4

SVE-5

VMP3

SVE-7

1455

1455

20.9 325017.4

SVE-9

Page 458: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

15251525

3.820.9

1525

15251525

H. ScottEPA009-019

15251525

1520

yes no yes no

1525

0

No1525

5600

Well ID

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

2/22/2009

1525 32.5

TimeWell

Operating Yes/No

Notes Vacuum " H2O

Valve Position - % Open

LEL % CO2 ppmv Diff. Press

across Dwyer -"H2O

O2 % PID ppmv

Comments:

Well drillers took HGL's long extension cord and left shorter one behind. This caused the lack of reading for SVE-4.

SVE-9

Cord kept coming unplugged from sampling pump for PID because it wouldn't reach the wall.

20.9 152020.8

VMP4

SVE-5

VMP3

SVE-7

1545

1545

1545

1545

SVE-6

SVE-81545 SVE-9

SVE-9

Well ID

SVE-3

VMP1

VMP2

SVE-115451545154515451545

SVE-2

SVE-4

YYY

Time

1719--

100100100100

Well Operating

Yes/No

Y

Notes Vacuum " H2O

Valve Position - % Open

15.4

LEL %

0

CO2 ppmv

220020.9

0.62.4

SVE-8

SVE-8

0

11.2

0--

0

52303450

--0.0--

Diff. Press across Dwyer -

"H2O

3.54.82.8--

10.030.8

19.5

O2 % PID ppmv

20.920.9

--

Page 459: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

10241024

4.720.9

1024

10241024

A. ScottEPA009-019

3910241024

9.136.1

43.9

1015

yes no yes no

1024

0

No1024

4910

Well ID

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

2/23/2009

1024 34.9

TimeWell

Operating Yes/No

Notes Vacuum " H2O

Valve Position - % Open

LEL % CO2 ppmv Diff. Press

across Dwyer -"H2O

O2 % PID ppmv

Comments:

Well drillers took HGL's long extension cord and left shorter one behind. This caused the lack of readings for SVE-4.

SVE-9

Cord kept coming unplugged from sampling pump for PID because it wouldn't reach the wall.

20.9 217020.6

VMP4

SVE-5

VMP3

SVE-7

1024

1135

20.93.417.4

1024

1046

SVE-6

SVE-81104 SVE-9

SVE-9

Well ID

SVE-3

VMP1

VMP2

SVE-111351135113510241024

SVE-2

SVE-4

YYY

Time

17.117.4

--

100100100100

Well Operating

Yes/No

Y

Notes Vacuum " H2O

Valve Position - % Open

16.4

LEL %

0

CO2 ppmv

252020.9

0

0.62.4

SVE-8

SVE-8

0

11.2

2230

0--

0

41602640

--1.3--

Diff. Press across Dwyer -

"H2O

3.94.92.8--

0.43.0

22.3

O2 % PID ppmv

20.921.2

--

Page 460: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

O2 % PID ppmv

Diff. Press across Dwyer -

"H2ONotes Vacuum

" H2O

Valve Position - % Open

LEL % CO2 ppmv TimeWell

Operating Yes/No

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

2/25/2009

940 34.8

4660

Well ID

940

0

No940

1015

yes no yes no

A. ScottEPA009-019

38.8940940

8.936

43.7

940940

2.620.9

940

940940

Comments:

O2 % PID ppmv

20.920.9

--

0.01.3

11.1

Diff. Press across Dwyer -

"H2O

4.55.63--

1.1--

32502290

--

0

0--

0

1.11.2

SVE-8

SVE-8

0.72.4

Notes Vacuum " H2O

Valve Position - % Open

16.2

LEL %

0

CO2 ppmv

211020.9

Time

16.517.2

--

100100100100

Well Operating

Yes/No

YSVE-2

SVE-4

YYY

Well ID

SVE-3

VMP1

VMP2

SVE-1

SVE-6

SVE-8

SVE-9

SVE-9

VMP4

SVE-5

VMP3

SVE-7

20.9 229020.6

Cord kept coming unplugged from sampling pump for PID because it wouldn't reach the wall. Well drillers took HGL's long extension cord and left shorter one behind. This caused the lack of readings for SVE-4.

SVE-9

Page 461: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

O2 % PID ppmv

Diff. Press across Dwyer -

"H2ONotes Vacuum

" H2O

Valve Position - % Open

LEL % CO2 ppmv TimeWell

Operating Yes/No

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

2/27/2009

1100 35.3

4750

Well ID

1100

0

No1100

1045

yes no yes no

A. ScottEPA009-019

39.411001100

9.336.4

44.3

11001100

1.920.9

1100

11001100

Comments:

O2 % PID ppmv

20.920.920.9

2.50.7

15.4

Diff. Press across Dwyer -

"H2O

4.55.22.51.1

1.40.6

258031602410

0

00

0

1.21.3

SVE-8

SVE-8

0.82.5

Notes Vacuum " H2O

Valve Position - % Open

16.4

LEL %

0

CO2 ppmv

1.16%20.9

Time

17.217.917.6

100100100100

Well Operating

Yes/No

YSVE-2

SVE-4

YYY

12301230123011301130

Well ID

SVE-3

VMP1

VMP2

SVE-1

1130

1130

SVE-6

SVE-8

SVE-9

SVE-9

VMP4

SVE-5

VMP3

SVE-7

1130

1230

20.9 229021.5

CO2 reading for SVE-1 reported in % instead of ppmv.

SVE-9

Page 462: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

O2 % PID ppmv

Diff. Press across Dwyer -

"H2ONotes Vacuum

" H2O

Valve Position - % Open

LEL % CO2 ppmv TimeWell

Operating Yes/No

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

3/2/2009

1030 35.3

3830

Well ID

1030

0

No1030

1030

yes no yes no

A. ScottEPA009-019

39.410301030

9.536.5

44.5

10301030

2.120.5

1030

10301030

Comments:

O2 % PID ppmv

20.920.920.9

0.42.1

14.5

Diff. Press across Dwyer -

"H2O

4.54.91.71

0.20.1

350024102940

0

00

0

1.21.3

1880

SVE-8

SVE-8

0.82.5

0

Notes Vacuum " H2O

Valve Position - % Open

16.5

LEL %

0

CO2 ppmv

1.18%20.9

Time

17.318

17.5

100100100100

Well Operating

Yes/No

YSVE-2

SVE-4

YYY

11001100110011001100

Well ID

SVE-3

VMP1

VMP2

SVE-1

1100

1100

SVE-6

SVE-81100 SVE-9

SVE-9

20.90.117.9

VMP4

SVE-5

VMP3

SVE-7

1100

1100

20.6 170020.9

SVE system returned to "pulsed" operation from current continuous operation. SVE system operatedcontinually from February 20th to March 2nd. CO2 reading for SVE-1 incorrectly reported in percent instead of ppmv.

SVE-9

Page 463: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

12001200

7.320.9

1200

12001200

A. ScottEPA009-019

38.112001200

9.235

43

1130

yes no yes no

1200

0

No1200

990

Well ID

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

3/18/2009

1200 33.9

TimeWell

Operating Yes/No

Notes Vacuum " H2O

Valve Position - % Open

LEL % CO2 ppmv Diff. Press

across Dwyer -"H2O

O2 % PID ppmv

Comments:

SVE-9

20.9 53019.4

VMP4

SVE-5

VMP3

SVE-7

1215

1245

20.90.516

1215

1215

SVE-6

SVE-81215 SVE-9

SVE-9

Well ID

SVE-3

VMP1

VMP2

SVE-112451245124512151215

SVE-2

SVE-4

YYY

Time

14.515

14.5

100100100100

Well Operating

Yes/No

Y

Notes Vacuum " H2O

Valve Position - % Open

14.5

LEL %

0

CO2 ppmv

91020.9

0

0.62.3

SVE-8

SVE-8

0

11.1

480

00

0

1210880

27800.70.7

Diff. Press across Dwyer -

"H2O

44.73.12.3

1.924.9

6.7

O2 % PID ppmv

20.920.720.5

Page 464: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

O2 % PID ppmv

Diff. Press across Dwyer -

"H2ONotes Vacuum

" H2O

Valve Position - % Open

LEL % CO2 ppmv TimeWell

Operating Yes/No

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

3/18/2009

1315 32.8

1150

Well ID

1315

0

No1315

1130

yes no yes no

A. ScottEPA009-019

36.913151315

9.433.9

42.1

13151315

4.720.9

1315

13151315

Comments:

O2 % PID ppmv

20.920.920.9

1.119.9

8.7

Diff. Press across Dwyer -

"H2O

3.94.83.12.3

0.60.6

1280860

2560

0

00

0

11.1

630

SVE-8

SVE-8

0.52.1

0

Notes Vacuum " H2O

Valve Position - % Open

14.1

LEL %

0

CO2 ppmv

98020.9

Time

14.615.114.5

100100100100

Well Operating

Yes/No

YSVE-2

SVE-4

YYY

14101410141013401340

Well ID

SVE-3

VMP1

VMP2

SVE-1

1340

1340

SVE-6

SVE-81340 SVE-9

SVE-9

20.91.716.1

VMP4

SVE-5

VMP3

SVE-7

1340

1410

20.9 60016.8

SVE-9

Page 465: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

10001000

2.120.9

1020

10201020

A. ScottEPA009-019

38.510001000

935.5

43.4

930

yes no yes no

1020

0

No1020

1030

Well ID

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

3/19/2009

1000 34.1

TimeWell

Operating Yes/No

Notes Vacuum " H2O

Valve Position - % Open

LEL % CO2 ppmv Diff. Press

across Dwyer -"H2O

O2 % PID ppmv

Comments:

SVE-9

20.9 48019.9

VMP4

SVE-5

VMP3

SVE-7

1030

1110

20.90.218.6

1030

1030

SVE-6

SVE-81030 SVE-9

SVE-9

Well ID

SVE-3

VMP1

VMP2

SVE-111101110111010301030

SVE-2

SVE-4

YYY

Time

15.916.616.2

100100100100

Well Operating

Yes/No

Y

Notes Vacuum " H2O

Valve Position - % Open

15.5

LEL %

0

CO2 ppmv

73020.6

0

0.62.3

SVE-8

SVE-8

0

0.91.1

1180

00

0

860710

21300.30.5

Diff. Press across Dwyer -

"H2O

4.55.63.42.5

1.21.8

4.1

O2 % PID ppmv

20.520.620.4

Page 466: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

900900

0.620.5

945

945945

A. ScottEPA009-019

38.3900900

8.735.3

43

845

yes no yes no

945

0

No945

1240

Well ID

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

3/20/2009

900 33.8

TimeWell

Operating Yes/No

Notes Vacuum " H2O

Valve Position - % Open

LEL % CO2 ppmv Diff. Press

across Dwyer -"H2O

O2 % PID ppmv

Comments:

SVE-9

20.4 73019.8

VMP4

SVE-5

VMP3

SVE-7

930

1015

20.90

930

930

SVE-6

SVE-8930 SVE-9

SVE-9

Well ID

SVE-3

VMP1

VMP2

SVE-1101510151015930930

SVE-2

SVE-4

YYY

Time

15.916.316.1

100100100100

Well Operating

Yes/No

Y

Notes Vacuum " H2O

Valve Position - % Open

15.6

LEL %

0

CO2 ppmv

118020.7

0

0.62.2

SVE-8

SVE-8

0

0.91.1

1240

00

0

127010302330

0.00.0

Diff. Press across Dwyer -

"H2O

4.55.63.52.5

0.11.2

2.7

O2 % PID ppmv

20.420.620.5

Page 467: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

O2 % PID ppmv

Diff. Press across Dwyer -

"H2ONotes Vacuum

" H2O

Valve Position - % Open

LEL % CO2 ppmv TimeWell

Operating Yes/No

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

4/14/2009

950 29.3

1240

Well ID

950

0

No950

900

yes no yes no

A. ScottEPA009-019

37.6950950

10.234.6

42.6

950950

3.720.9

950

950950

Comments:

O2 % PID ppmv

20.920.920.9

0.921.4

5.8

Diff. Press across Dwyer -

"H2O

2.74.22.61.8

2.51.4

158011802660

0

00

0

1.51.7

580

SVE-8

SVE-8

1.12.8

0

Notes Vacuum " H2O

Valve Position - % Open

14.6

LEL %

0

CO2 ppmv

146020.9

Time

14.815.114.9

100100100100

Well Operating

Yes/No

YSVE-2

SVE-4

YYY

10201020102010201020

Well ID

SVE-3

VMP1

VMP2

SVE-1

1020

1020

SVE-6

SVE-81020 SVE-9

SVE-9

20.90.416.5

VMP4

SVE-5

VMP3

SVE-7

1020

1020

20.9 68010.4

Done with first Summa Test

SVE-9

Page 468: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

O2 % PID ppmv

Diff. Press across Dwyer -

"H2ONotes Vacuum

" H2O

Valve Position - % Open

LEL % CO2 ppmv TimeWell

Operating Yes/No

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

4/14/2009

1030 33.1

1490

Well ID

1030

0

No1030

900

yes no yes no

A. ScottEPA009-019

37.610301030

9.534.6

42.8

10301030

4.620.9

1030

10301030

Comments:

O2 % PID ppmv

20.620.720.5

0.617.2

6.5

Diff. Press across Dwyer -

"H2O

3.54.22.71.7

0.81.3

1300960

2440

0

00

0

1.41.6

780

SVE-8

SVE-8

1.12.7

0

Notes Vacuum " H2O

Valve Position - % Open

14.7

LEL %

0

CO2 ppmv

106020.6

Time

14.915.514.8

100100100100

Well Operating

Yes/No

YSVE-2

SVE-4

YYY

11301130113011301130

Well ID

SVE-3

VMP1

VMP2

SVE-1

1130

1130

SVE-6

SVE-81130 SVE-9

SVE-9

20.91.116.6

VMP4

SVE-5

VMP3

SVE-7

1130

1130

20.9 78017.6

SVE-9

Page 469: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

O2 % PID ppmv

Diff. Press across Dwyer -

"H2ONotes Vacuum

" H2O

Valve Position - % Open

LEL % CO2 ppmv TimeWell

Operating Yes/No

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

4/16/2009

830 34.5

980

Well ID

830

0

No830

800

yes no yes no

A. ScottEPA009-019

39.4830830

8.936.6

44.4

830830

0.220.9

830

830830

Comments:

O2 % PID ppmv

20.920.920.6

0.21.0

3.7

Diff. Press across Dwyer -

"H2O

3.94.62.52

0.50.2

1030780

2600

0

00

0

1.51.7

SVE-8

SVE-8

1.23

Notes Vacuum " H2O

Valve Position - % Open

17

LEL %

0

CO2 ppmv

124020.5

Time

17.518.217.3

100100100100

Well Operating

Yes/No

YSVE-2

SVE-4

YYY

900900900900900

Well ID

SVE-3

VMP1

VMP2

SVE-1

900

900

SVE-6

SVE-8

SVE-9

SVE-9

VMP4

SVE-5

VMP3

SVE-7

900

900

20.5 71021

Done with Second Summa Test

SVE-9

Page 470: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

10001000

6.820.4

1000

10001000

A. ScottEPA009-019

39.810001000

9.637

45.3

900

yes no yes no

1000

0

No1000

2260

Well ID

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

5/19/2009

1000 34.5

TimeWell

Operating Yes/No

Notes Vacuum " H2O

Valve Position - % Open

LEL % CO2 ppmv Diff. Press

across Dwyer -"H2O

O2 % PID ppmv

Comments:

SVE-9

20.5 116020.1

VMP4

SVE-5

VMP3

SVE-7

1030

1115

20.53.216.1

1030

1030

SVE-6

SVE-81030 SVE-9

SVE-9

Well ID

SVE-3

VMP1

VMP2

SVE-111151115111510301030

SVE-2

SVE-4

YYY

Time

14.815.614.7

100100100100

Well Operating

Yes/No

Y

Notes Vacuum " H2O

Valve Position - % Open

14.4

LEL %

0

CO2 ppmv

183020.3

0

0.92.8

SVE-8

SVE-8

0

1.31.6

910

00

0

192016102840

2.42.0

Diff. Press across Dwyer -

"H2O

3.74.32.12.1

3.050.4

11.8

O2 % PID ppmv

20.420.420.3

Page 471: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

13001300

6.420.4

1300

13001300

A. ScottEPA009-019

39.713001300

9.637.1

45.3

900

yes no yes no

1300

0

No1300

2230

Well ID

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

5/19/2009

1300 34.4

TimeWell

Operating Yes/No

Notes Vacuum " H2O

Valve Position - % Open

LEL % CO2 ppmv Diff. Press

across Dwyer -"H2O

O2 % PID ppmv

Comments:

SVE-9

20.5 114020.1

VMP4

SVE-5

VMP3

SVE-7

1330

1400

20.5316.5

1330

1330

SVE-6

SVE-81330 SVE-9

SVE-9

Well ID

SVE-3

VMP1

VMP2

SVE-114001400140013301330

SVE-2

SVE-4

YYY

Time

14.815.514.5

100100100100

Well Operating

Yes/No

Y

Notes Vacuum " H2O

Valve Position - % Open

14.3

LEL %

0

CO2 ppmv

181020.3

0

0.92.8

SVE-8

SVE-8

0

1.31.5

910

00

0

192016002810

2.21.9

Diff. Press across Dwyer -

"H2O

3.64.32

2.1

2.948.9

11.4

O2 % PID ppmv

20.420.420.3

Page 472: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

O2 % PID ppmv

Diff. Press across Dwyer -

"H2ONotes Vacuum

" H2O

Valve Position - % Open

LEL % CO2 ppmv TimeWell

Operating Yes/No

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

5/21/2009

930 34.3

2410

Well ID

930

0

No930

900

yes no yes no

A. ScottEPA009-019

38.4930930

8.835.6

43.1

930930

1.220.4

930

930930

Comments:

O2 % PID ppmv

20.520.420.3

0.19.8

3.3

Diff. Press across Dwyer -

"H2O

3.84.22.22.1

0.00.0

190016802580

0

00

0

1.31.5

1020

SVE-8

SVE-8

0.92.7

0

Notes Vacuum " H2O

Valve Position - % Open

14.6

LEL %

0

CO2 ppmv

189020.5

Time

14.615.214.8

100100100100

Well Operating

Yes/No

YSVE-2

SVE-4

YYY

10451045104510001000

Well ID

SVE-3

VMP1

VMP2

SVE-1

1000

1000

SVE-6

SVE-81000 SVE-9

SVE-9

20.50.216.5

VMP4

SVE-5

VMP3

SVE-7

1000

1045

20.6 96020.4

SVE-9

Page 473: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

O2 % PID ppmv

Diff. Press across Dwyer -

"H2ONotes Vacuum

" H2O

Valve Position - % Open

LEL % CO2 ppmv TimeWell

Operating Yes/No

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

6/20/2009

930 35.1

2930

Well ID

930

0

No930

900

yes no yes no

A. ScottEPA009-019

39.4930930

936.6

44.3

930930

12.820.1

930

930930

Comments:

O2 % PID ppmv

20.420.320.4

3.654.4

18.3

Diff. Press across Dwyer -

"H2O

3.74.22.32.1

3.23.0

196016802840

0

00

0

1.61.7

980

SVE-8

SVE-8

13.1

0

Notes Vacuum " H2O

Valve Position - % Open

14.3

LEL %

0

CO2 ppmv

192020.3

Time

14.614.814.6

100100100100

Well Operating

Yes/No

YSVE-2

SVE-4

YYY

11301130113010001000

Well ID

SVE-3

VMP1

VMP2

SVE-1

1000

1000

SVE-6

SVE-81000 SVE-9

SVE-9

20.58.717.6

VMP4

SVE-5

VMP3

SVE-7

1000

1130

20.4 134021.7

SVE-9

Page 474: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

14001400

12.320.1

1400

14001400

A. ScottEPA009-019

39.314001400

8.836.6

43.7

yes no yes no

1400

0

No1400

2910

Well ID

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

6/20/2009

1400 35.4

TimeWell

Operating Yes/No

Notes Vacuum " H2O

Valve Position - % Open

LEL % CO2 ppmv Diff. Press

across Dwyer -"H2O

O2 % PID ppmv

Comments:

SVE-9

20.4 132021.8

VMP4

SVE-5

VMP3

SVE-7

1430

1520

20.53.517.3

1430

1430

SVE-6

SVE-81430 SVE-9

SVE-9

Well ID

SVE-3

VMP1

VMP2

SVE-115201520152014301430

SVE-2

SVE-4

YYY

Time

14.614.614.8

100100100100

Well Operating

Yes/No

Y

Notes Vacuum " H2O

Valve Position - % Open

14.4

LEL %

0

CO2 ppmv

191020.3

0

1.13.1

SVE-8

SVE-8

0

1.51.7

960

00

0

194016602840

3.02.8

Diff. Press across Dwyer -

"H2O

3.74.12.32.1

3.253.8

17.1

O2 % PID ppmv

20.420.220.4

Page 475: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

16301630

1.620.9

1630

16301630

A. ScottEPA009-019

38.616301630

8.536.1

43.1

1600

yes no yes no

1630

0

No1630

2560

Well ID

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

6/22/2009

1630 34.8

TimeWell

Operating Yes/No

Notes Vacuum " H2O

Valve Position - % Open

LEL % CO2 ppmv Diff. Press

across Dwyer -"H2O

O2 % PID ppmv

Comments:

SVE-9

20.9 93021.5

VMP4

SVE-5

VMP3

SVE-7

1700

1750

20.40.119.3

1700

1700

SVE-6

SVE-81700 SVE-9

SVE-9

Well ID

SVE-3

VMP1

VMP2

SVE-117501750175017001700

SVE-2

SVE-4

YYY

Time

18.619.519.2

100100100100

Well Operating

Yes/No

Y

Notes Vacuum " H2O

Valve Position - % Open

17.8

LEL %

0

CO2 ppmv

216020.9

0

13

SVE-8

SVE-8

0

1.51.6

1740

00

0

253022404640

0.70.5

Diff. Press across Dwyer -

"H2O

4.14

2.52

0.40.6

5.5

O2 % PID ppmv

20.920.920.9

Page 476: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

O2 % PID ppmv

Diff. Press across Dwyer -

"H2ONotes Vacuum

" H2O

Valve Position - % Open

LEL % CO2 ppmv TimeWell

Operating Yes/No

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

7/29/2009

930 35

5310

Well ID

930

0

No930

900

yes no yes no

A. ScottEPA009-019

39.2930930

8.836.5

44.1

930930

9.319.9

930

930930

Comments:

O2 % PID ppmv

20.120.220

0.833.8

9.7

Diff. Press across Dwyer -

"H2O

3.44.12.42.2

2.32.3

78905620

1.28%

0

00

0

1.41.6

860

SVE-8

SVE-8

0.93

0

Notes Vacuum " H2O

Valve Position - % Open

16

LEL %

0

CO2 ppmv

562020

Time

16.417.116.7

100100100100

Well Operating

Yes/No

YSVE-2

SVE-4

YYY

10451045104510001000

Well ID

SVE-3

VMP1

VMP2

SVE-1

1000

1000

SVE-6

SVE-81000 SVE-9

SVE-9

20.53.216.9

VMP4

SVE-5

VMP3

SVE-7

1000

1045

20.5 135018.1

SVE-4 was measured in percent instead of ppm.

SVE-9

Page 477: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

O2 % PID ppmv

Diff. Press across Dwyer -

"H2ONotes Vacuum

" H2O

Valve Position - % Open

LEL % CO2 ppmv TimeWell

Operating Yes/No

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

7/29/2009

1300 34.9

5280

Well ID

1300

0

No1300

900

yes no yes no

A. ScottEPA009-019

38.913001300

8.836.3

43.5

13001300

919.9

1300

13001300

Comments:

O2 % PID ppmv

20.120.220

0.631.8

9.5

Diff. Press across Dwyer -

"H2O

3.44

2.42.3

2.12.1

78105620

1.28%

0

00

0

1.41.7

840

SVE-8

SVE-8

13

0

Notes Vacuum " H2O

Valve Position - % Open

16.1

LEL %

0

CO2 ppmv

536020.1

Time

16.417.116.5

100100100100

Well Operating

Yes/No

YSVE-2

SVE-4

YYY

14151415141513301330

Well ID

SVE-3

VMP1

VMP2

SVE-1

1330

1330

SVE-6

SVE-81330 SVE-9

SVE-9

20.4316.8

VMP4

SVE-5

VMP3

SVE-7

1330

1415

20.5 131021

SVE-4 was measured in percent instead of ppm.

SVE-9

Page 478: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

O2 % PID ppmv

Diff. Press across Dwyer -

"H2ONotes Vacuum

" H2O

Valve Position - % Open

LEL % CO2 ppmv TimeWell

Operating Yes/No

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

7/31/2009

930 34.8

4680

Well ID

930

0

No930

900

yes no yes no

A. ScottEPA009-019

39.1930930

8.536.3

43.6

930930

0.720.9

930

930930

Comments:

O2 % PID ppmv

20.220.420.6

0.06.8

4.5

Diff. Press across Dwyer -

"H2O

3.54.12.62.4

0.20.2

598053208090

0

00

0

1.31.6

720

SVE-8

SVE-8

0.92.8

0

Notes Vacuum " H2O

Valve Position - % Open

16.8

LEL %

0

CO2 ppmv

384020.4

Time

16.617.316.8

100100100100

Well Operating

Yes/No

YSVE-2

SVE-4

YYY

10451045104510001000

Well ID

SVE-3

VMP1

VMP2

SVE-1

1000

1000

SVE-6

SVE-81000 SVE-9

SVE-9

20.80.717.2

VMP4

SVE-5

VMP3

SVE-7

1000

1045

20.9 58021.4

SVE-9

Page 479: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

13001300

6.419.9

1300

13001300

A. ScottEPA009-019

38.913001300

9.336.1

43.7

1230

yes no yes no

1300

0

No1300

5720

Well ID

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

8/19/2009

1300 34.2

TimeWell

Operating Yes/No

Notes Vacuum " H2O

Valve Position - % Open

LEL % CO2 ppmv Diff. Press

across Dwyer -"H2O

O2 % PID ppmv

Comments:

SVE-9

20.3 180020.8

VMP4

SVE-5

VMP3

SVE-7

1330

1415

20.53.817.6

1330

1330

SVE-6

SVE-81330 SVE-9

SVE-9

Well ID

SVE-3

VMP1

VMP2

SVE-114151415141513301330

SVE-2

SVE-4

YYY

Time

14.614.814.4

100100100100

Well Operating

Yes/No

Y

Notes Vacuum " H2O

Valve Position - % Open

14.4

LEL %

0

CO2 ppmv

202020.3

0

0.92.9

SVE-8

SVE-8

0

1.41.7

1030

00

0

198017202840

3.23.2

Diff. Press across Dwyer -

"H2O

3.84.42.33.2

3.953.6

12.2

O2 % PID ppmv

20.420.420.4

Page 480: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

15001500

6.219.9

1500

15001500

A. ScottEPA009-019

38.915001500

8.836.3

43.7

1230

yes no yes no

1500

0

No1500

5640

Well ID

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

8/19/2009

1500 35.2

TimeWell

Operating Yes/No

Notes Vacuum " H2O

Valve Position - % Open

LEL % CO2 ppmv Diff. Press

across Dwyer -"H2O

O2 % PID ppmv

Comments:

SVE-9

20.3 178020.7

VMP4

SVE-5

VMP3

SVE-7

1530

1620

20.53.617.6

1530

1530

SVE-6

SVE-81530 SVE-9

SVE-9

Well ID

SVE-3

VMP1

VMP2

SVE-116201620162015301530

SVE-2

SVE-4

YYY

Time

14.614.814.4

100100100100

Well Operating

Yes/No

Y

Notes Vacuum " H2O

Valve Position - % Open

14.4

LEL %

0

CO2 ppmv

198020.3

0

0.92.9

SVE-8

SVE-8

0

1.41.7

1010

00

0

196017002720

3.03.0

Diff. Press across Dwyer -

"H2O

3.84.32.33.2

3.752.2

12

O2 % PID ppmv

20.320.420.4

Page 481: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

900900

0.920.4

900

900900

A. ScottEPA009-019

39900900

8.936.3

43.3

830

yes no yes no

900

0

No900

5620

Well ID

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

8/21/2009

900 35.2

TimeWell

Operating Yes/No

Notes Vacuum " H2O

Valve Position - % Open

LEL % CO2 ppmv Diff. Press

across Dwyer -"H2O

O2 % PID ppmv

Comments:

SVE-9

20.6 82021.2

VMP4

SVE-5

VMP3

SVE-7

930

1030

20.40.318.4

930

930

SVE-6

SVE-8930 SVE-9

SVE-9

Well ID

SVE-3

VMP1

VMP2

SVE-1103010301030930930

SVE-2

SVE-4

YYY

Time

14.614.614.4

100100100100

Well Operating

Yes/No

Y

Notes Vacuum " H2O

Valve Position - % Open

14.4

LEL %

0

CO2 ppmv

192020.5

0

0.92.8

SVE-8

SVE-8

0

1.31.5

1040

00

0

201017602780

0.20.5

Diff. Press across Dwyer -

"H2O

3.84.12.33.2

0.30.4

4.5

O2 % PID ppmv

20.520.620.6

Page 482: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

O2 % PID ppmv

Diff. Press across Dwyer -

"H2ONotes Vacuum

" H2O

Valve Position - % Open

LEL % CO2 ppmv TimeWell

Operating Yes/No

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

9/19/2009

900 35

4770

Well ID

900

0

No900

830

yes no yes no

A. ScottEPA009-019

40900900

10.236.8

45

900900

5.719.7

900

900900

Comments:

O2 % PID ppmv

20.320.420.4

3.449.8

9.7

Diff. Press across Dwyer -

"H2O

3.74.22.42

2.93.0

188017102530

0

00

0

1.31.5

1080

SVE-8

SVE-8

0.92.8

0

Notes Vacuum " H2O

Valve Position - % Open

14.3

LEL %

0

CO2 ppmv

198020.3

Time

14.614.614.4

100100100100

Well Operating

Yes/No

YSVE-2

SVE-4

YYY

104010401040930930

Well ID

SVE-3

VMP1

VMP2

SVE-1

930

930

SVE-6

SVE-8930 SVE-9

SVE-9

20.53.417.4

VMP4

SVE-5

VMP3

SVE-7

930

1040

20.3 135020.6

SVE-9

Page 483: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

O2 % PID ppmv

Diff. Press across Dwyer -

"H2ONotes Vacuum

" H2O

Valve Position - % Open

LEL % CO2 ppmv TimeWell

Operating Yes/No

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

9/19/2009

1100 35.3

4680

Well ID

1100

0

No1100

830

yes no yes no

A. ScottEPA009-019

39.811001100

10.536.6

45

11001100

5.319.5

1100

11001100

Comments:

O2 % PID ppmv

20.320.420.4

3.247.3

9.3

Diff. Press across Dwyer -

"H2O

3.84

2.63

2.52.7

186017102490

0

00

0

1.31.5

980

SVE-8

SVE-8

0.90.8

0

Notes Vacuum " H2O

Valve Position - % Open

14.2

LEL %

0

CO2 ppmv

196020.3

Time

14.614.614.6

100100100100

Well Operating

Yes/No

YSVE-2

SVE-4

YYY

12301230123011301130

Well ID

SVE-3

VMP1

VMP2

SVE-1

1130

1130

SVE-6

SVE-81130 SVE-9

SVE-9

20.43.217.2

VMP4

SVE-5

VMP3

SVE-7

1130

1230

20.3 131020.6

SVE-9

Page 484: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

O2 % PID ppmv

Diff. Press across Dwyer -

"H2ONotes Vacuum

" H2O

Valve Position - % Open

LEL % CO2 ppmv TimeWell

Operating Yes/No

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

9/21/2009

900 34.3

5430

Well ID

900

0

No900

830

yes no yes no

A. ScottEPA009-019

38.6900900

8.436.2

43.8

900900

0.820.4

900

900900

Comments:

O2 % PID ppmv

20.520.520.6

0.40.4

3.2

Diff. Press across Dwyer -

"H2O

3.64.12.33.4

0.30.4

204017602710

0

00

0

1.41.5

1130

SVE-8

SVE-8

0.92.9

0

Notes Vacuum " H2O

Valve Position - % Open

14.6

LEL %

0

CO2 ppmv

188020.5

Time

14.614.414.5

100100100100

Well Operating

Yes/No

YSVE-2

SVE-4

YYY

104010401040945945

Well ID

SVE-3

VMP1

VMP2

SVE-1

945

945

SVE-6

SVE-8945 SVE-9

SVE-9

20.40.418.2

VMP4

SVE-5

VMP3

SVE-7

945

1040

20.6 94021.3

SVE-9

Page 485: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

15401540

14.820.3

1540

15401540

H. ScottEPA009-019

41.715401540

938.7

46.8

900 1630

yes no yes no

1540

0

No1540

2270

Well ID

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

10/26/2009

1540 34.1

TimeWell

Operating Yes/No

Notes Vacuum " H2O

Valve Position - % Open

LEL % CO2 ppmv Diff. Press

across Dwyer -"H2O

O2 % PID ppmv

Comments:

SVE-9

20.9 50021.4

VMP4

SVE-5

VMP3

SVE-7

1600

1600

1600

1600

SVE-6

SVE-8

SVE-9

SVE-9

Well ID

SVE-3

VMP1

VMP2

SVE-116001600160016001600

SVE-2

SVE-4

YYY

Time

15.916.215.6

100100100100

Well Operating

Yes/No

Y

Notes Vacuum " H2O

Valve Position - % Open

15.6

LEL %

0

CO2 ppmv

146020.9

1.23.2

SVE-8

SVE-8

0

1.61.8

00

0

156011801190

2.10.8

Diff. Press across Dwyer -

"H2O

2.84.52.62

0.920.0

17

O2 % PID ppmv

20.920.920.9

Page 486: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

O2 % PID ppmv

Diff. Press across Dwyer -

"H2ONotes Vacuum

" H2O

Valve Position - % Open

LEL % CO2 ppmv TimeWell

Operating Yes/No

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

10/28/2009

1000 33.3

1680

Well ID

1000

0

No1000

930 1500

yes no yes no

H. ScottEPA009-019

39.810001000

9.137

44.4

10001000

1.320.4

1000

10001000

Comments:

O2 % PID ppmv

20.920.620.9

0.00.6

3.8

Diff. Press across Dwyer -

"H2O

3.94.42.42

1.30.0

1720710

2500

0

00

0

1.31.5

400

SVE-8

SVE-8

0.92.7

0

Notes Vacuum " H2O

Valve Position - % Open

18

LEL %

0

CO2 ppmv

123020.9

Time

18.41918

100100100100

Well Operating

Yes/No

YSVE-2

SVE-4

YYY

10261026102610261026

Well ID

SVE-3

VMP1

VMP2

SVE-1

1026

1026

SVE-6

SVE-81026 SVE-9

SVE-9

20.90.618.3

VMP4

SVE-5

VMP3

SVE-7

1026

1026

20.9 021.4

SVE-9

Page 487: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

12001200

8.620.2

1200

12001200

A. ScottEPA009-019

39.312001200

10.136.3

44.6

1100

yes no yes no

1200

0

No

2240

Well ID

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

11/27/2009

1200 31.2

TimeWell

Operating Yes/No

Notes Vacuum " H2O

Valve Position - % Open

LEL % CO2 ppmv Diff. Press

across Dwyer -"H2O

O2 % PID ppmv

Comments:

SVE-9

20.4 124018.1

VMP4

SVE-5

VMP3

SVE-7

1215

1215

1215

1215

SVE-6

SVE-8

SVE-9

SVE-9

Well ID

SVE-3

VMP1

VMP2

SVE-112151215121512151215

SVE-2

SVE-4

YYY

Time

15.316

15.3

100100100100

Well Operating

Yes/No

Y

Notes Vacuum " H2O

Valve Position - % Open

14.9

LEL %

0

CO2 ppmv

257020.2

0.82.5

SVE-8

SVE-8

0

1.21.4

00

0

236023104620

3.72.9

Diff. Press across Dwyer -

"H2O

3.84.42.32.2

1.939.8

9.2

O2 % PID ppmv

20.420.420.6

Page 488: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

15001500

8.220.6

1500

15001500

A. ScottEPA009-019

39.215001500

10.136.3

44.4

yes no yes no

1500

0

No

2280

Well ID

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

11/27/2009

1500 31.1

TimeWell

Operating Yes/No

Notes Vacuum " H2O

Valve Position - % Open

LEL % CO2 ppmv Diff. Press

across Dwyer -"H2O

O2 % PID ppmv

Comments:

SVE-9

20.4 132018.3

VMP4

SVE-5

VMP3

SVE-7

1500

1500

1500

1500

SVE-6

SVE-8

SVE-9

SVE-9

Well ID

SVE-3

VMP1

VMP2

SVE-115001500150015001500

SVE-2

SVE-4

YYY

Time

15.41615

100100100100

Well Operating

Yes/No

Y

Notes Vacuum " H2O

Valve Position - % Open

14.8

LEL %

0

CO2 ppmv

253020.4

2.82.5

SVE-8

SVE-8

0

1.21.4

00

0

228023104430

3.22.3

Diff. Press across Dwyer -

"H2O

3.84.42.32.2

1.838.3

8.8

O2 % PID ppmv

20.420.620.4

Page 489: Letter transmitting the 2009 Performance Monitoring Report · 2020. 8. 13. · Cleburn Street Well Site, Operable Unit (OU) 1 and OU2. The work is being executed under U.S. Environmental

PROJECT: Cleburn Street Well DATE:ADDRESS: Grand Island, NE TECHNICIAN:

WORK ORDER:

At Arrival At Departure

Time:

SVE SYSTEM AND ASSOCIATED COMPONENTS

Was system operating:

LOCATION METHOD SYSTEM DATA TYPE TIME READING

Pete's Plug Vac. at 4" Dwyer flow sensor - Total SVE Flow: inches-H 2 O

DWYER Diff. pressure across Dwyer Flow Sensor - Total SVE Flow: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid before moisture separator: inches-H 2 O

VAC. GAUGE Vac. SVE Blower skid after moisture separator: inches-H 2 O

Control panel Run time - SVE blower Gauge before blower inches-H2O

inches-H2OTotal SVE Flow From SVE wells:

1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 ppm-v

4) LEL - (Multi-RAE) LEL % 6) Air sample collected for laboratory analysis: (yes) / (no)SVE Blower Discharge - Total SVE Vapor & Dilution Air): 1) VOCs by PID (Multi-RAE) ppm-v 2) O2 - (Multi-RAE) O 2 % 3) CO2 - (Multi-RAE) CO 2 % 4) LEL - (Multi-RAE) LEL % 5) CH4 (Multi-RAE) CH 4 % 6) Air sample collected for laboratory analysis: (yes) / (no)

O2 % PID ppmv

Diff. Press across Dwyer -

"H2ONotes Vacuum

" H2O

Valve Position - % Open

LEL % CO2 ppmv TimeWell

Operating Yes/No

SVE SYSTEM DATA FORM

GEN

ERA

L S

YSTE

M D

ATA

Page 1 of 1

From Pete's Plug

From Pete's Plug

11/30/2009

1100 30.8

2210

Well ID

1100

0

No

1000 1200

yes no yes no

A. ScottEPA009-019

3911001100

10.236.3

44.2

11001100

0.120.6

1100

11001100

Comments:

O2 % PID ppmv

20.220.620.4

0.03.6

0.3

Diff. Press across Dwyer -

"H2O

3.84.22.32.2

0.00.0

221022804080

0

00

0

1.21.4

SVE-8

SVE-8

2.62.6

Notes Vacuum " H2O

Valve Position - % Open

14.6

LEL %

0

CO2 ppmv

254020.4

Time

15.415.815.2

100100100100

Well Operating

Yes/No

YSVE-2

SVE-4

YYY

11151115111511151115

Well ID

SVE-3

VMP1

VMP2

SVE-1

1115

1115

SVE-6

SVE-8

SVE-9

SVE-9

VMP4

SVE-5

VMP3

SVE-7

1115

1115

20.6 131018.4

SVE-9