U.S. ENVIRONMENTAL PROTECTION AGENCY REGION VII FINAL ...
Transcript of U.S. ENVIRONMENTAL PROTECTION AGENCY REGION VII FINAL ...
U.S. ENVIRONMENTAL PROTECTION AGENCYREGION VII
FINALSECOND FIVE-YEAR REVIEW REPORT
DOEPKE-HOLLIDAY SITEJOHNSON COUNTY, KANSAS
September 14, 2005
CERCLIS ID: KSD980632301
Architect and Engineering Services Contract EP-S7-05-05Task Order 006
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I)U.S. ENVIRONMENTAL PROTECTION AGENCY
REGION VII
FINALSECOND FIVE-YEAR REVIEW REPORT
DOEPKE-HOLLIDAY SITEJOHNSON COUNTY, KANSAS
September 14, 2005
CERCLIS ID: KSD980632301
Architect and Engineering Services Contract EP-S7-05-05Task Order 006
tFINAL
SECOND FIVE-YEAR REVIEW REPORTDOEPKE-HOLLIDAY SITE
JOHNSON COUNTY, KANSAS
U.S. Environmental Protection AgencyRegion VII
901 North 5th StreetKansas City, Kansas 66101
CERCLIS ID: KSD980632301
Architect and Engineering Services Contract EP-S7-05-05Task Order 006
September 14, 2005
Approved by: .Date:
CecriMapiif M 7 T 1 IDirect*Superfunc
TABLE OF CONTENTS
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1.0 INTRODUCTION 1-1
2.0 SITE CHRONOLOGY 2-1
3.0 SITE BACKGROUND 3-1 3.1 SITE LOCATION 3-1 3.2 SITE HISTORY 3-1 3.3 PHYSICAL SITE SETTING 3-2
3.3.1 Site Geology 3-2 3.3.2 Site Hydrogeology 3-3
3.3.2.1 Overburden 3-3 3.3.2.2 Plattsburg Formation 3-4 3.3.2.3 Farley Member 3-4 3.3.2.4 Groundwater Seeps 3-5
3.4 LAND AND RESOURCE USE 3-5 3.5 HISTORY OF CONTAMINATION 3-5 3.6 INITIAL RESPONSES 3-6 3.7 BASIS FOR REMEDIAL ACTION 3-6
4.0 REMEDIAL ACTIONS 4-1 4.1 REMEDY SELECTION 4-1 4.2 REMEDY IMPLEMENTATION 4-2
4.2.1 Monitoring Well Sampling and Gauging 4-2 4.2.2 Groundwater Seep Sampling and Gauging 4-3
4.3 POST-REMEDIAL ACTION OPERATION AND MAINTENANCE ACTIVITIES 4-3
5.0 PROGRESS SINCE LAST FIVE-YEAR REVIEW 5-1 5.1 RESPONSES TO ISSUES RAISED IN THE FIRST FIVE-YEAR REVIEW 5-1 5.2 RESULTS OF IMPLEMENTED ACTIONS 5-1 5.3 STATUS OF OTHER PRIOR ISSUES 5-1
6.0 FIVE-YEAR REVIEW PROCESS 6-1 6.1 ADMINISTRATIVE COMPONENTS 6-1 6.2 COMMUNITY RELATIONS 6-1 6.3 DOCUMENT REVIEW 6-1 6.4 DATA REVIEW 6-1
6.4.1 Standards Review 6-1 6.4.2 Groundwater Monitoring Data Review 6-2
6.4.2.1 Overburden Well Samples 6-3
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TABLE OF CONTENTS (continued)
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6.4.2.2 Plattsburg Formation Well Sampling Data 6-4 6.4.2.3 Farley Formation Well Sampling Data 6-4
6.4.3 Surface Water (Seep) Data Review 6-4 6.4.4 Ecological Risk Evaluation 6-5
6.5 SITE INSPECTION 6-7 6.5.1 Five-Year Review Site Inspection 6-7 6.5.2 Routine Inspections of Landfill 6-7
6.6 INTERVIEWS 6-8
7.0 TECHNICAL ASSESSMENT 7-1 7.1 QUESTION A: IS THE REMEDY FUNCTIONING AS INTENDED
BY THE DECISION DOCUMENTS? 7-1 7.2 QUESTION B: ARE THE EXPOSURE ASSUMPTIONS, TOXICITY
DATA, CLEANUP LEVELS, AND REMEDIAL ACTION OBJECTIVES USED AT THE TIME OF THE REMEDY SELECTION STILL VALID? 7-1 7.2.1 Changes in Standards and To-Be-Considereds 7-2 7.2.2 Changes in Exposure Pathways, Toxicity, and Other Contaminant
Characteristics 7-2 7.3 QUESTION C: HAS ANY OTHER INFORMATION COME TO
LIGHT THAT COULD CALL INTO QUESTION THE PROTECTIVENESS OF THE REMEDY? 7-2
8.0 ISSUES 8-1
9.0 RECOMMENDATIONS AND FOLLOW-UP ACTIONS 9-1
10.0 PROTECTIVENESS STATEMENT 10-1
11.0 NEXT REVIEW 11-1
12.0 REFERENCES 12-1
LIST OF APPENDICES
APPENDIX A Site Inspection Checklist APPENDIX B Site Maps and Tables Reproduced from Other Reports APPENDIX C Site Photographs APPENDIX D Affidavit of Consent Decree
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LIST OF FIGURES
Figure 3.1 Site Location Map Figure 3.2 Site Map Figure 3.3 Land Use Map Figure 6.1 MW-5 - Ethylbenzene and Xylenes (total) Figure 6.2 MW-7 - Chlorobenzene Figure 6.3 OPL-2 - 1,2-DCA and Vinyl Chloride Figure 6.4 OPL-5 -Benzene and 1,2-DCA
LIST OF TABLES
Table 2.1 Site Chronology Table 4.1 Summary of Long Term Monitoring Program Table 6.1 Documents Reviewed Table 6.2 ARARs for Contaminants of Concern Table 6.3a Summary of Groundwater Results Since Last Five-Year Review - Overburden Wells Table 6.3b Summary of Groundwater Results Since Last Five-Year Review - Plattsburg Formation
Wells Table 6.3c Summary of Groundwater Results Since Last Five-Year Review - Farley Member
Wells Table 6.4 Summary of Surface Water Results Since Last Five-Year Review Table 6.5 Summary of Seep Flow Rates Table 6.6 Summary of Landfill Inspections Since First Five-Year Review Table 8.1 Issues Identified during the Second Five-Year Review
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LIST OF ACRONYMS
AKALs Alternative Kansas Action Levels AOC Administrative Order of Consent AR Administrative Record ARARs Applicable or Relevant and Appropriate Requirements BTEX benzene, toluene, ethylbenzene, xylene CKSWQ Chronic Kansas Surface Water Quality COC contaminant of concern CD Consent Decree CERCLA Comprehensive Environmental Response, Compensation, and Liability Act CFR Code of Federal Regulations cm/s centimeters per second CP Contingency Plan CRA Conestoga-Rovers & Associates DDS Doepke Disposal Service, Inc. DII Deffenbaugh Industries, Inc. EPA U.S. Environmental Protection Agency ESD Explanation of Significant Differences FDS Final Design Submittal ft/d feet per day FWQC Federal Water Quality Criteria gpm gallons per minute HASP Health and Safety Plan HCR Hydrogeologic Characterization Report HOPE high density polyethylene HRS Hazard Ranking System HRTF Holliday Remediation Task Force I-435 Interstate 435 IGMP Interim Groundwater Monitoring Program IMP Interim Monitoring Program JCED Johnson County Environmental Department JCWD Johnson County Water District No. 1 JFO Jobs Federal Operations KALs Kansas Action Levels KBS Kansas Biological Survey KDHE Kansas Department of Health and Environment KDWP Kansas Department of Wildlife and Parks KDWS Kansas Domestic Water Supply KSWQ Kansas Surface Water Quality KWQS Kansas Water Quality Standards LTMP Long-Term Monitoring Plan µG/L micrograms per liter MCL maximum contaminant level
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LIST OF ACRONYMS (continued)
MW monitoring well NCP National Oil and Hazardous Substances Pollution Contingency Plan NPL National Priorities List O&M Operation and Maintenance PAHs polynuclear aromatic hydrocarbons PCBs polychlorinated biphenyls PDI Pre-Design Investigation PHA Public Health Assessment POTW Publicly Owned Treatment Works PRP potentially responsible party PZ piezometer RA Remedial Action RAWP Remedial Action Work Plan RCRA Resource Conservation and Recovery Act RI Remedial Investigation RI/FS Remedial Investigation/Feasibility Study ROD Record of Decision SOW Statement of Work SVOCs semivolatile organic compounds TBC to be considered UAO Unilateral Administrative Order USFWS U.S. Fish and Wildlife Service VOCs Volatile Organic Compounds
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Five-Year Review Summary Form
SITE IDENTIFICATION
Site name (from WasteLAN): Doepke-Holliday Site
EPA ID (from WasteLAN): KSD980632301
Region: 7 | State: KS | City/County: Johnson CountySITE STATUS
NPL status: • Final D Deleted D Other (specify)
Remediation status (choose all that apply): D Under Construction • Operating D Complete
Multiple Oils?' DYES • NO | Construction completion date: July 1996
Has Site been put Into reuse? D YES • NOREVIEW STATUS
Lead agency: • EPA D State D Tribe D Other Federal Agency
Author name: Shelley Brodie
Author title: Remedial Project Manager Author affiliation: EPA
Review period:" 09/27/2000 to 08/15/2005
Date(s) of Site inspection: 04/26/2005
Type of review:• Post-SARA D Pre-SARAD Non-NPL Remedial Action SiteD Regional Discretion
D NPL-Removal onlyD NPL Statemibe-lead
Review number: D 1 (first) • 2 (second) D 3 (third) D Other (specify)
Triggering action:D Actual RA On Site Construction at OU #_D Construction CompletionD Other (specify)
D Actual RA Start at OU#Previous Five-Year Review Report
Triggering action date (from WasteLAN): September 27, 2000
Due date (five years after triggering action date): September 27, 2005
' fOU" refers to operable unit.]* [Review period should correspond to the actual start and end dates of the Five-Year Review in WasteLAN.]
Final R08-03.4S3
U.S. EPA Region 7vi 9/13/05
Five-Year Review Summary Form, cont'd.
Issues:
Routine O&M inspections reported areas of stressed/bare vegetation and minor erosion. Prompt maintenance has mitigated noted problems, but the effort to maintain sufficient vegetative cover is continual, particularly in dry periods of minimal rainfall.
Water levels in well OW-10a have increased over 30 feet, in the past 5 years, after remaining stable from 1991 to 2002. Increased water levels in well OW-10a have been attributed by the PRP tonatural factors, including the fact that Seep 3 was covered by a landslide in 2001. However, if thiswere the case water levels would be expected to rise in other wells finished in the same formation.This has not occurred; in fact, water levels in wells finished in the same formation have remainedstable.
Recommendations and Follow-up Actions:
Continued diligent maintenance of cap to sustain sufficient vegetative cover.
Inspection of landfill cap and area surrounding well OW-10a, and inspection of the well construction are recommended to determine the cause of rising water levels.
Annual groundwater monitoring and sampling of surface water (seeps) should continue because contaminants are present above risk-based groundwater and surface water levels.
Protectiveness Statement(s):
The Site remedy is in good condition and no observed erosional channels were identified during the Five Year Review Site visit. The multi-layer cap is currently protective of human health and the environment. The EPA, KDHE, the Johnson County Environmental Department, and JohnsonCounty Water District No. 1 continue to monitor the Site through regular Site inspections, byproviding oversight of the PRP operation and maintenance activities, and by evaluating the monitoringdata submitted by the PRP.
Remedy can be expected to remain protective as long as a cap is maintained.
Other Comments:
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Executive Summary
The Doepke-Holliday Site (Site) includes a former municipal and industrial waste landfill located on theupland area of an approximately 80-acre parcel of land on the southern bluffs of the Kansas River. TheSite currently is owned by Deffenbaugh Industries, Inc. (OH) and is being operated for storage ofvarious aggregate materials. It is also used to access route the Shawnee Rock Company and the DIIoperations to the west and south of the Site, respectively.
Active landfilling operations were performed on portions of the Site during the period of January 1952to September 1970. The Site property was operated as a residential trash disposal service fromJanuary 1952 until 1962. The trash was disposed in the horseshoe-shaped ravine area of the Site.Industrial wastes reportedly were disposed of at the Site, including, but not limited to, fiberglass wastes,paint sludges, spent solvents, metal tailings, soaps, and pesticides. In addition, sludges consistingprimarily of petroleum refinery wastes were dewatered in a surface impoundment constructed within thesouthern portion of the Site. The Site was closed as of November 30, 1970. After closure of thelandfill, the Site was used in 1977 for disposal of waste rock materials from the construction ofInterstate 435 (I-435). In May 1995, a portion of the Site was used to store stockpiles of variousaggregate materials and used as the access route to Shawnee Rock Company and the DII operationsto the west and south of the Site.
On July 30, 1982, U.S. Environmental Protection Agency (EPA) completed a Hazard Ranking System(HRS) evaluation of the Site and reported an aggregate HRS score of 47.5. The aggregate score wasbased on a groundwater route score of 18.5, a surface water route score of 80, and an air route scoreof 0. Subsequently, the Site was added to the National Priorities List (NPL) on September 8, 1983.The site remedy specified in the Record of Decision (ROD) was to cap the wastes in place with animpermeable cap, then monitor groundwater and surface water seeps to assure that contaminants werenot migrating.
This is the second Five-Year Review of the site remedy. The assessment of this review is that theremedy continues to be protective, and is functioning as designed and in accordance with the ROD.The Site remedy is in good condition and no observed erosional channels (other than those engineeredwith riprap) were identified during the second five-year review site visit. The multi-layer cap appears tobe protective of human health and the environment, as long as the potentially responsible party (PRP)continues to make a diligent effort to maintain sufficient vegetative cover and promptly address areaswhere minor erosion has occurred.
An issue with rising water levels over the past three years in well OW-l0a, which is completed throughthe cap into the Farley formation, was noted during the data review. Long term monitoring (LTM)reports conclude that this condition is caused by natural factors, such as the fact that nearby Seep 3was covered by a landslide in 2001, thus hindering groundwater discharge (through seeps) in thisformation. Given that there is no significant increase in water levels in other wells finished in this sameformation, the increase in water levels in well OWU l0a indicates that localized infiltration of the capmay be occurring in the area of this well or that the structural integrity of the well may be compromised.It is recommended that this area of the cap be inspected and the monitoring well structure be closely
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examined. EPA, the Kansas Department of Environment (KDHE), Johnson County EnvironmentalDepartment, and Johnson County Water District No.1, continue to monitor the Site through regular Site inspections, by providing oversight of the PRPs operation and maintenance activities, and by evaluatingthe monitoring data submitted by the PRPs in its annual LTM reports.
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FINAL SECOND FIVE-YEAR REVIEW
DOEPKE-HOLLIDAY SITE
1.0 INTRODUCTION
The purpose of the five-year review is to determine whether the remedy at a site is protective of humanhealth and the environment. The methods, findings, and conclusions of reviews are documented inFive-Year Review reports. In addition, Five-Year Review reports identify issues found during thereview, if any, and identify recommendations to address them.
The Agency is preparing this Five-Year Review report pursuant to Comprehensive EnvironmentalResponse, Compensation, and Liability Act (CERCLA) § 121 and the National Contingency Plan(NCP). CERCLA § 121 states:
If the President selects a remedial action that results in any hazardous substances, pollutants, or contaminants remaining at the site, the President shall review such remedial action no less often than each five years after the initiation of such remedial action to assure that human health and the environment are being protected by the remedial action being implemented. In addition, if upon such review it is the judgement of the President that action is appropriate at such site in accordance with section [104] or [106], the President shall take or require such action. The President shall report to the Congress a list of facilities for which such review is required, the results of all such reviews, and any actions taken as a result of such reviews.
The Agency interpreted this requirement further in the NCP; 40 Code of Federal Regulations (CFR) § 300.430(f)(4)(ii) states:
If a remedial action is selected that results in hazardous substances, pollutants, or contaminants remaining at the site above levels that allow for unlimited use and unrestricted exposure, the lead agency shall review such action no less often than every five years after the initiation of the selected remedial action.
The United States Environmental Protection Agency (EPA), Region VII, conducted the five-yearreview of the remedy implemented at the Deopke-Holliday Site in Johnson County, Kansas. Thisreview was conducted by the EPA for the site from April 2005 through August 2005. This reportdocuments the results of the review. EPA's contractor, HydroGeoLogic, Inc. (HGL), providedassistance to EPA during the five-year review under an Architect and Engineering Services Contract.
This is the second five-year review for the Doepke-Holliday Site. The first five-year review wascompleted in September 2000. The triggering action for this statutory review is the completion of theprevious five-year review. The five-year review is required due to the fact that hazardous substances,pollutants, or contaminants remain at the site above levels that allow for unlimited use and unrestrictedexposure.
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2.0 SITE CHRONOLOGY
Table 2.1 presents a summary of the relevant regulatory and investigative activities associated with theDoepke-Holliday Site.
Table 2.1 Site Chronology
Doepke-Holliday Site
Date Activity
November 01, 1979 The EPA discovered the Site.
December 01, 1981 The EPA completed a Preliminary Assessment (PA).
July 30, 1982 A Hazard Ranking System (HRS) package was prepared by EPA. The tabulatedscore of the HRS package was 42.5.
December 30, 1982 The Site was proposed for placement on the National Priorities List (NPL).
February 01, 1983 A Site Inspection (SI) was completed by EPA.
September 8, 1983 The Site was placed on the NPL.
June 20, 1985 Federal enforcement began an NPL Responsible Parties search.
June 29, 1985 EPA proceeded with a combined Remedial Investigation (RI)/Feasibility Study (FS).
July 19, 1985 EPA initiated community involvement activities.
April 15, 1986 The NPL Responsible Parties search concluded.
May 29, 1986 A RI work plan was prepared by Woodward-Clyde Consultants.
December 15, 1987 An Administrative Order on Consent (AOC) was issued by federal enforcement.EPA concluded their combined RI/FS activities and one of the PotentiallyResponsible Parties (PRP), Deffenbaugh Industries, Inc. (DII), began executing theremaining combined RI/FS objectives.
August 19, 1988 An information repository was established for the Site at the Johnson County Public Library located at 8700 West 63rd Street in Merriam, Kansas and at the recordscenter in the EPA Region 7 office.
November 10, 1988 The AOC was amended.
July 1989 DII completed the RI report.
August 1989 The RI/FS report and Proposed Plan for the Site were released to the public and the notice of availability was published in the Overland Park Sun. The public comment period was held and questions regarding the Site and the remedial action activities under construction at the Site were answered at a public meeting.
August 4, 1989 A health/risk assessment was completed by a PRP.
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Table 2.1 Site Chronology
Doepke-Holliday Site
Date Activity
September 21, 1989 The EPA issued a Declaration for the Record of Decision (ROD). DII concludedRI/FS activities.
August 23, 1990 The first Removal Assessment was completed.
September 14, 1990 Federal enforcement finished the original Consent Decree (CD).
October 24, 1990 A group of PRPs organized the Holliday Remediation Task Force (HRTF) andentered into an AOC for the Remedial Design.
October 10, 1990 The second Removal Assessment is completed.
April 15, 1993 The third Removal Assessment is completed.
January 1992 The HRTF conducted a Pre-Design Investigation (PDI), which included thecollection and evaluation of data necessary to facilitate the successful design of theremedial action designated for the Site by the ROD.
April 1992 to May 1993
The design of the impermeable multi-layer cap was performed.
August 1992 Conestoga-Rovers & Associates (CRA), the consultant for HRTF, submitted tworeports titled "Hydrogeologic Characterization (HCR)" and "Design Criteria." Quarterly groundwater monitoring begins at the Site under the Interim Monitoring Program (IMP) in accordance with Appendix H of the HCR with various modifications approved by EPA.
May 5, 1993 Laboratory analytical data and supporting documents for the 3rd monitoring event of the IMP were provided to EPA from CRA.
May 25, 1993 CRA completed the Final Design Submittal (FDS), bid documents, technicalspecifications, and construction drawings for the impermeable cap. The biddocuments, technical specifications, and construction drawings are collectively referred to as bid documents.
August 1993 CRA submitted the IMP report to EPA.
August 3, 1993 Laboratory analytical data and supporting documents for the 4th monitoring event of the IMP were provided to EPA from CRA.
November 23, 1993 Laboratory analytical data and supporting documents for the 5th monitoring event of the IMP were provided to EPA from CRA.
January 20, 1994 Laboratory analytical data for the 5th monitoring event of the IMP were provided to EPA from CRA.
January 3, 1994 The EPA approved the FDS and bid documents for the impermeable cap.
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Table 2.1 Site Chronology
Doepke-Holliday Site
Date Activity
March 22, 1994 Laboratory analytical data and supporting documentation for the 6th monitoring event of the IMP were provided to EPA from CRA.
June 8, 1994 Laboratory analytical data and supporting documentation for the 7th monitoring event of the IMP were provided to EPA from CRA.
August 30, 1994 Laboratory analytical data and supporting documentation for the 8th monitoring event of the IMP were provided to EPA from CRA.
December 1994 CRA submitted and EPA approved the Interim Groundwater Monitoring Program (IGMP).
December 15, 1994 Laboratory analytical data and supporting documentation for the 9th monitoring event of the IMP were provided to EPA from CRA.
January 30, 1995 FE amended the CD.
February 16, 1995 EPA issued a Unilateral Administrative Order for Remedial Action (UAO) pursuantto Comprehensive Environmental Response, Compensation, Liability Act (CERCLA)of 1980 Section 106 to the HRTF and other PRPs for the Site.
March 1995 IGMP is implemented. CRA modified the bid documents.
March 3, 1995 Laboratory analytical data and supporting documentation for the 10th monitoringevent of the IMP were provided to EPA from CRA.
March 6, 1995 The first clean-up action was initiated at the Site and the PRPs proceeded with the fourth Removal Assessment.
March 7, 1995 The modified bid documents were submitted to EPA by CRA.
March 27, 1995 DII submitted a Site security plan to EPA.
May 15, 1995 to July 16, 1996
The impermeable multi-layer cap was constructed.
May 31, 1995 Laboratory analytical data and supporting documentation for the 1st monitoring event of the IGMP were provided to EPA from CRA.
July 1995 The soil boring program was implemented
August 1995 A report summarizing the soil boring program was submitted by CRA.
September 18, 1995 Laboratory analytical data and supporting documentation for the 2nd monitoringevent of the IGMP were provided to EPA from CRA.
November 22, 1995 Laboratory analytical data and supporting documentation for the 3rd monitoringevent of the IGMP were provided to EPA from CRA.
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Table 2.1 Site Chronology
Doepke-Holliday Site
Date Activity
January 31, 1996 EPA prepared the Explanation of Significant Differences (ESD) report.
February 14, 1996 Laboratory analytical data and supporting documentation for the 4th monitoring event of the IGMP were provided to EPA from CRA.
March 8, 1996 The Kansas City Kansan, the Journal Herald, and the Johnson County Sun published the ESD.
March 12, 1996 EPA completed the CD for the Reimbursement of Costs for Response Actions document.
May 23, 1996 Laboratory analytical data and supporting documentation for the 5th monitoring event of the IGMP were provided to EPA from CRA.
May 24, 1996 EPA, HTRF, and others negotiated and executed a CD and the associated Scope Of Work (SOW) for the completion of the Remedial Action (RA). The CD and SOW were entered by the United States District Court.
June 19, 1996 DII, the property owner, presented deed restrictions approved by EPA for recording with the Registry of Deeds of Johnson County.
September 3, 1996 Laboratory analytical data and supporting documentation for the 6th monitoring event of the IGMP were provided to EPA from CRA.
September 12, 1996 The AOC was modified.
November 21, 1996 Laboratory analytical data and supporting documentation for the 7th monitoring event of the IGMP were provided to EPA from CRA.
February 1997 The Final Construction Inspection report for the impermeable cap was completed.
February 11, 1997 Laboratory analytical data and supporting documentation for the 8th monitoring event of the IGMP were provided to EPA from CRA.
May 14, 1997 Laboratory analytical data and supporting documentation for the 9th monitoring event of the IGMP were provided to EPA from CRA.
August 25, 1997 Laboratory analytical data and supporting documentation for the 10th monitoringevent of the IGMP were provided to EPA from CRA.
September 29, 1997 Site construction activities were completed.
November 18, 1997 Laboratory analytical data and supporting documentation for the 11th monitoringevent of the IGMP were provided to EPA from CRA.
February 9, 1998 Laboratory analytical data and supporting documentation for the 12th monitoringevent of the IGMP were provided to EPA from CRA.
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Table 2.1 Site Chronology
Doepke-Holliday Site
Date Activity
May 26, 1998 Laboratory analytical data and supporting documentation for the 13th monitoringevent of the IGMP were provided to EPA from CRA.
May 27, 1998 CRA completed a summary report discussing groundwater depth.
June 1998 EPA, Kansas Department of Health and Environment (KDHE), Johnson County Environmental Department (JCED), and Johnson County Water District No. 1 (JCWD) received the Basis for Long-Term Monitoring Plan (LTMP) from CRA.
August 27, 1998 Laboratory analytical data and supporting documentation for the 14th monitoringevent of the IGMP were provided to EPA from CRA.
November 25, 1998 Laboratory analytical data and supporting documentation for the 15th monitoringevent of the IGMP were provided to EPA from CRA.
April 12, 1999 CRA resubmitted the analytical documentation associated with the 15th monitoring event.
April 14, 1999 EPA approved the LTMP with modifications to the analytical parameters andreduced the sampling frequency.
June 25, 1999 Laboratory analytical data and supporting documentation for the 1st monitoring event of the LTMP were provided to EPA from CRA.
September 29, 1999 The PRP completed the 4th Removal Assessment. The EPA discontinuedcommunity involvement activities.
December 22, 1999 Laboratory analytical data and supporting documentation for the 2nd monitoringevent of the LTMP were provided to EPA from CRA.
January 2000 CRA prepared Annual Summary Report No. 1 for the LTMP.
June 5, 2000 CRA submitted Operation and Maintenance Inspection Report No. 19 (inspection conducted 4/25/2000)
August 31, 2000 FE completed the preparation of the cost documentation package.
September 22, 2000 CRA submitted Operation and Maintenance Inspection Report No. 20 (inspection conducted 9/19/2000)
September 27, 2000 EPA completed a report summarizing the Sites 1st Five-Year Review.
May 16, 2001 CRA submitted Operation and Maintenance Inspection Report No. 21 (inspection conducted 4/24/2001)
September 28, 2001 CRA submitted Operation and Maintenance Inspection Report No. 22 (inspection conducted 9/25/2001
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Table 2.1 Site Chronology
Doepke-Holliday Site
Date Activity
June 11, 2002 CRA submitted Operation and Maintenance Inspection Report No. 23 (inspection conducted 5/8/2002)
August 2, 2002 CRA submitted Annual Summary Report No. 4; Long-Term Monitoring Plan.
September 27, 2002 CRA submitted Operation and Maintenance Inspection Report No. 24 (inspection conducted 9/24/2002)
April 29, 2003 CRA submitted Operation and Maintenance Inspection Report No. 25 (inspection conducted 4/29/2003)
July 25, 2003 CRA submitted Annual Summary Report No. 5; Long-Term Monitoring Plan.
September 29, 2003 CRA submitted Operation and Maintenance Inspection Report No. 26 (inspection conducted 9/24/2003)
May 20, 2004 CRA submitted Operation and Maintenance Inspection Report No. 27 (inspection conducted 4/20/2004)
July 24, 2004 CRA submitted Annual Summary Report No. 6; Long-Term Monitoring Plan.
October 15, 2004 CRA submitted Operation and Maintenance Inspection Report No. 28 (inspection conducted 10/13/2004)
July 21, 2005 CRA submitted Annual Summary Report No. 7; Long-Term Monitoring Plan.
April 29, 2005 CRA submitted Operation and Maintenance Inspection Report No. 29 (inspection conducted 4/26/2005)
April to August 2005 Second Five-Year Review conducted.
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3.0 SITE BACKGROUND
The Doepke-Holliday Site (Site) includes a former municipal and industrial waste landfill located on theupland area of an approximately 80-acre parcel of land on the southern bluffs of the Kansas River(Figure 3.1). This section presents the Site background including a description of the Site physicalcharacteristics, land use and past response actions.
3.1 SITE LOCATION
The Site is situated in the northwest quarter of Section 6, Township 12 South, Range 24 East of thesixth principal meridian in Johnson County, Kansas. The coordinates for a point near the center of theSite are 39/02'19" North and 94/47'43" West. The Site is approximately 500 feet south of the KansasRiver adjacent to the intersection of I-435 and Holliday Drive (see Figure 3.1). The Site is bounded tothe north by Holliday Drive, to the east by Interstate Highway 435 (I-435), to the south by the formerOverland Park Landfill, and to the west by the DII landfill. Figure 3.2 shows the site features andsurrounding properties. The Site is approximately 2,700 feet upstream of the alluvial well field andKansas River water intake for the Johnson County Water District No. 1 (JCWD), which suppliesdrinking water for approximately 200,000 persons (see Figure 3.1).
3.2 SITE HISTORY
The Site property was operated as a residential trash disposal service from January 1952 until 1962.The trash was disposed in the horseshoe-shaped ravine area of the Site. During the 1950s and 1960s, apredecessor to the City of Overland Park operated a commercial landfill immediately south of the Siteand on a large part of the eastern lobe of the current Doepke-Holliday Site, which received residential,commercial, and industrial waste. Beginning in 1963, the Site was used as a commercial and industriallandfill. Industrial wastes reportedly were disposed of at the Site, including, but not limited to, fiberglasswastes, paint sludges, spent solvents, metal tailings, soaps, and pesticides. In 1966, the Site reportedlyreceived fire debris and numerous drums resulting from a fire at a chemical plant in Kansas City,Kansas.
Until the late 1960s, wastes disposed at the Site were burned and the resultant ash was placed in thehorseshoe-shaped ravine. In the late 1960s, open air burning of wastes was banned, solid wastes wereplaced directly into the ravine for disposal. Sludges, primarily petroleum refinery wastes, weredewatered in a surface impoundment constructed within the southern portion of the Site. Landfillingoperations at the Site ceased in September 1970, and the Site was closed. As part of this closure, afinal cover was emplaced. Closure was approved by the State of Kansas on November 30, 1970.
In 1977, rock material from the construction of I-435 was disposed of at the Site. Disposal of the rockdebris commenced at the base of the ravine and eventually covered some of the waste disposal area,including portions of the surface impoundments. In 1978, a rock crushing facility operated at the Site toprovide crushed rock for construction of I-435.
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On July 30, 1982, EPA completed a HRS evaluation of the Site and reported an aggregate HRS scoreof 47.5. The aggregate score was based on a groundwater route score of 18.5, a surface water routescore of 80, and an air route score of 0. Subsequently, the Site was added to the NPL on September8, 1983.
The Site currently is owned by DII and is being operated for storage of various aggregate materials andas an access route to the DII operations to the west and south of the Site.
3.3 PHYSICAL SITE SETTING
The following subsections describe the geologic and hydrogeologic characteristics of the Site. Severalfigures were prepared for the first Five-Year Review (EPA 2000) to illustrate Site conditions. The Sitefigures reproduced from other reports are included in Appendix B. The numbering convention fromprevious reports was retained for the purposes of cross-referencing.
3.3.1 Site Geology
The Site is located on an upland area on the southern bluffs of the Kansas River Valley. Locally,topography is strongly controlled by deeply eroded limestone and shale bedrock of Pennsylvanian Age.The erosion has resulted in the formation of a series of plateaus separated by steep erosional ravinestrending north toward the Kansas River. One such northerly trending ravine is present across the centralportion of the Site and has been filled with landfill waste and with rock material from the construction ofI-435.
The Site is situated on a highly eroded bluff of flat-lying bedrock units which do not show significantfolding or faulting. Figure 2.6.1 of Appendix B provides a bedrock geologic map developed for the Sitedepicting outcrops interpreted from geologic data assembled during the Pre-Design Investigation (PDI).Figure 2.6.2 of Appendix B provides a typical bedrock stratigraphic column for the Site developedduring the PDI.
The original soil types at the Site consist of the Sogn-Vinlind complex and the Vinlind-Rock complexsoil groups. These soil types both have a moderate permeability and a low water capacity. Organicmatter content for these soils is moderate.
Overburden forms the uppermost unit at the Site underlain by the Vilas shale, which is underlain by thePlattsburg limestone, which is underlain by the Bonner Springs shale, which is underlain by the Farleylimestone and shale and the Island Creek shale of the Wyandotte Formation. At some locations at theSite, the Vilas shale and the Plattsburg limestone have been completely eroded away. Figure 2.6.3 ofAppendix B provides a cross-section of the Site illustrating this condition.
The upper portion of the Plattsburg Formation, especially the first five feet, contains horizontal fractures.The upper Farley limestone contains thin, widely spaced fractures parallel to bedding. The lower Farleylimestone also contains thin horizontal fractures.
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A structural contour map (Figure 2.6.4 of Appendix B) of the top of the bedrock surface at the Sitewas developed during the Remedial Investigation (RI) based on borings and trenches excavated at theSite. Measurement of the dip of the beds in the Plattsburg limestone and Farley shale and limestonefrom local outcrops indicate that the beds dip gently to the southeast.
3.3.2 Site Hydrogeology
A conceptual hydrogeologic model was developed for the first Five-Year Review from data collectedduring the RI and PDI to describe groundwater flow in the three identified hydrostratigraphic unitsbeneath the Site. The hydrogeologic model indicates that groundwater flow beneath the Site is notuniform and is dependent on the amount of fracturing in each unit, the connectivity of the fractures andjoints, the dip of the strata, and the amount of local precipitation (i.e., recharge). Based on pastanalytical data collected from the Site, there appears to be hydraulic communication between theoverburden water-bearing zone and the underlying Plattsburg and Farley water-bearing units. Theconnectivity of these units and the groundwater seeps is not fully understood. The Island Creek Shaleand the intermediate shale unit within the Farley Member are thought to act as confining units isolatingthe contamination in the water-bearing zone in the overburden, Plattsburg, and Farley units from theunder lying water bearing zones and aquifers.
Figure 3.2 shows the locations of the monitoring wells at the Site. Well gauging data from pastinvestigations indicate that water levels in most wells are erratic and vary seasonally and are notnecessarily correlated with rainfall events. In some instances there appears to be a relatively goodcorrelation between rainfall precipitation and water table elevations from on-Site monitoring wells whilein other instances there does not appear to be a very good correlation. In addition, there appears to bea trend of declining water table elevations in some monitoring wells since the multi-layer cap wasinstalled at the Site, but not at other monitoring wells (EPA, 2000).
Erratic water table elevations in monitoring wells occur in wells screened in all three of the affectedformations: overburden, the Plattsburg limestone, and the Farley limestone units. Local precipitation(i.e., recharge) events do not appear to adequately explain this behavior.
3.3.2.1 Overburden
The relatively steep topographic relief toward the north across the former ravine on the Site is thecontrolling factor for overburden groundwater flow and the hydraulic gradient. Groundwater flow isradial, with the center of the groundwater high occurring at the topographic high in the proximity of thesouthern boundary of the Site (Figure 2.6.27 of Appendix B). As a result, a component of groundwaterflow is to the north towards the Kansas River. Slug tests performed during the PDI calculated hydraulicconductivity values ranging from 8.75 x 10-7 centimeters per second (cm/s) to 7.99 x 10-5 cm/s.However, at monitoring well OW-14 the recovery test occurred too rapidly to obtain hydraulicconductivity values. It is stated in the PDI that the rapid recharge of the well is indicative of a hydraulic conductivity of 102 cm/s or greater. The ground water flow velocity in the overburden water-bearing zone has been estimated to be 0.0007 feet per day (ft/d) to 0.074 ft/d.
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Recharge to the overburden system occurs as a result of direct infiltration by precipitation, which fallsdirectly on the overburden, and storm water runoff which is directed to the former ravine as a result ofSite topography, and recharge from bedrock units in contact with the overburden. Recharge to theoverburden will move downward until contacting less permeable material, such as bedrock, and willthen move downgradient in the saturated zone. Recharge in areas south of the haul road located parallelto the southern Site boundary will generally be directed toward the Overland Park property.
3.3.2.2 Plattsburg Formation
Groundwater flow in the Plattsburg Formation is radial near monitoring well MW-5 and has a northernflow component towards the Kansas River underlying the Site. A potentiometric map showing thegroundwater flow direction of the Plattsburg water-bearing zone is present in Figure 2.6.28 ofAppendix B. The groundwater flow in the Plattsburg Formation is consistent with the top of thebedrock contour map which appears to be the controlling influence for groundwater flow even thoughthe Plattsburg Formation gently dips to the southeast. The water-bearing zone in the PlattsburgFormation is considered to be perched and not potable. Slug tests performed during the PDI on thePlattsburg Formation calculated hydraulic conductivity values ranging from 1.89 x 10-6 cm/s to 7.44 x10-5 cm/s. The groundwater flow velocity in the Plattsburg limestone has been estimated to be 0.05 ft/d.
The top of the Plattsburg Formation slopes to the north underlying the Site until outcrops areencountered along Holliday Drive. Along these outcrops, groundwater seeps are present. Recharge tothe Plattsburg Formation occurs by infiltration through the overlying Vilas Shale and directly from theoverburden where the Vilas shale is absent.
The Plattsburg Formation/Bonner Springs Shale contact provides a more impermeable base uponwhich recharge accumulates. The recharge accumulates more rapidly in the vicinity of the southern Siteboundary.
3.3.2.3 Farley Member
Structural contours of the base of the Farley Member indicate that the Farley Member dips to thesoutheast at approximately 0.5 degrees based on dip measurements collected from outcrops at the Site.There are two distinct limestone zones, upper and lower, in the Farley Member at the Site separated bya shale layer. The groundwater flow direction in the upper and lower Farley limestone units is thought tobe to the southeast consistent with the dip of the beds (Figure 2.6.29). The horizontal hydraulic gradientwithin the lower Farley Member is nearly identical to the dip of the upper Farley Member. Slug testsperformed on wells screened in the Farley limestone resulted in calculated hydraulic conductivity valuesin the low 10-6 cm/s range. The groundwater flow velocity for the Farley limestone units has beenestimated to be 0.002 ft/d.
Recharge to the Farley Member occurs primarily in outcrop areas of the Farley Member which occurtopographically higher to the northwest and to a limited extent as a result of downward infiltrationthrough the Bonner Springs Shale Formation which may act as a semi-confining layer. Verticalgroundwater flow is primarily controlled by the distribution of joints and fractures.
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The Island Creek Shale acts as the primary confining unit at the Site. Groundwater infiltration willaccumulate within the lower portion of the limestone unit and migrate down dip under the influence ofgravity. Groundwater will flow laterally, down dip along the contact with the confining unit until anotherfracture zone is encountered or the aquifer boundary is reached. Consequently, lateral groundwaterflow may discharge at downgradient outcrop zones or at bedrock outcrops as seeps (describedbelow). This model suggests that the occurrence of groundwater in the Farley Member is not uniformbut is dependent upon geologic structure, fracture distribution, and continuity of the underlyingaquitards.
3.3.2.4 Groundwater Seeps
Eleven groundwater seeps that have been monitored at the Site, depending on whether water waspresent in the seeps at the time of sampling. Figure 3.2 shows the locations of these seeps. The locationof Seep 7 is an approximate location and has been dry since August 1992. Preferential flow paths ineach of the underlying bedrock water-bearing zones is the likely reason for this variability.
The parent formations have been determined for a few of the groundwater seeps: Seeps 2 and 3originate in the Farley limestone unit; Seeps 4 and 9 emerge from the contact between the Lane Shaleand the underlying Raytown Limestone.
3.4 LAND AND RESOURCE USE
The Site property is currently used to store stockpiles of aggregate and as the access route to the DIIoperations to the west and south of the Site. There are no residences on the Site. Groundwater at theSite is not potable and there are no drinking water wells located at the Site. According to the KansasGeological Survey Water Well Completion database, there are four domestic wells located within 1.0mile of the approximate center of the Site (KGS, 2005). All of the wells are owned by Robin Smith andare located due west of the Site. The static water levels and completion depths of the wells ranged from17 to 55 feet below ground surface (bgs) and 60 to 140 feet bgs, respectively. The nearest residenceand domestic well is approximately 0.70 miles.
According to the City of Shawnee, Kansas' master plan, the future land use for the Site is zoned forwarehouse and/or industrial use. The City of Shawnee, Kansas Land Use Guide, which depicts the landuse for the Site and surrounding area, is included in Figure 3.3. The Site's deed was reviewed at theJohnson County Courthouse in Olathe, Kansas to determine future development restrictions. AConsent Decree was attached to the deed as an affidavit that restricts future development tocommercial or industrial use. A copy of the affidavit is included in Appendix D.
3.5 HISTORY OF CONTAMINATION
Contaminants related to the Site include volatile organic compounds (VOCs), semi-volatile organiccompounds (SVOCs) including polycyclic aromatic hydrocarbons (PAHs), metals, pesticides, andpolychlorinated biphenyls (PCBs). The ROD signed in September 1989 required that groundwater in
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the Site vicinity be monitored. The LTM program includes sampling of both wells and groundwaterseeps. The highest levels of contamination have historically been detected at on-Site monitoring wellsMW-5 and MW-7 and at off-Site piezometers PZ-1 and PZ-2, which are all screened in the Plattsburglimestone unit. These wells are located along the topographically high ridge of the Site. Monitoring wellsMW-5 and MW-7 are located within the cap. Piezometers PZ-1 and PZ-2 are located off-Site onOverland Park Landfill property south of the Site. Levels of benzene, toluene, ethylbenzene, and xylene(BTEX) have been detected in these wells. In addition, acenaphthene, dibenzofuran,2,4-dimethyphenol, 1,2-dichloroethene, vinyl chloride, phenanthrene, chlorobenzene, and some metalshave also been detected.
The 1989 ROD also required collection and treatment of significant seepage if water quality levelsspecified in the ROD were exceeded in the groundwater seeps. The ROD addressed only 'significant'seeps, which are considered by EPA to consist of only those seeps that are flowing at 0.5 gallons perminute (gpm) or greater. The groundwater seeps that generally meet the 'significant' criteria at the Siteare Seeps 1, 2, and 3. Occasionally, Seep 9 also meets the 'significant' criteria.
The contaminants of concern associated with the Site are VOCs, SVOCs, PAHs, PCBs, pesticidesand metals.
3.6 INITIAL RESPONSES
The Site history is discussed in detail in Section 3.2. Table 2.1 provides a summary of the Site events inchronological order from when it was discovered. In summary, the Site was discovered in 1979 and aPA was conducted in 1981. In 1982, EPA completed an HRS evaluation of the Site and recorded anaggregate score of 47.5. (Sites with an HRS score of 28.5 or greater are NPL candidates). The Sitewas listed on the NPL in September 1983. The PRP conducted an RI/FS at the Site from 1987through 1989 and EPA issued the ROD in September 1989. Several studies/investigations weresubsequently conducted by the PRPs to prepare the design for the remedy selected in the ROD. In1995, a Unilateral Administrative Order (UAO) was issued to the PRPs to complete a RemedialAction (RA) at the Site.
3.7 BASIS FOR REMEDIAL ACTION
The ROD for the Site was issued on September 21, 1989. The following conclusions regarding the sitehazards were made based on the data presented in the Public Health Assessment (PHA) included in theRI report (DH 1989):
• Contaminants are not migrating off-site in large enough concentrations to impact waterquality in the Kansas River. Most measured concentrations of chemicals in groundwaterseeps and off-site drainage are below Federal Maximum Contaminant Levels (MCLs).Kansas Surface Water Quality Criteria and Kansas Domestic Water Supply Criteria.These data minimize the human health concern regarding the ingestion of thesedischarges from the Kansas River or the JCWD surface water intake. Site discharge
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mixing with the Kansas River would lower concentrations many thousands of timesbelow the already low concentrations detected. This does not preclude the possibilitythat off-site migration could become significant in the future.
• The summation of non-carcinogenic hazard indices is less than one for each exposurescenario studied. Therefore, the indicator chemicals do not represent a human healthconcern when only non-carcinogenic effects are considered.
• The site currently poses no significant carcinogenic risks to on-site workers or the casual trespasser who are exposed to contaminated surface soils by the inhalation, dermal contact, and ingestion exposure routes.
• Analysis of the potential future site use scenario indicates that the site may, if no cleanupaction was performed, present significant carcinogenic risk to a full-time workerengaged in construction activities over a long period of time."
It is concluded in the PHA (completed for the RI and summarized in the ROD) that actual or threatenedreleases of hazardous substances from this site have not occurred at this time based on available data.The ROD selected a multi-layer impermeable membrane lined cap as the response action for the Site toreduce the threat of direct contact with waste materials and to eliminate the potential for futurecontamination of offsite groundwater and surface water.
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Second Five Year Review—Doepke-Holliday Site, Johnson County, Kansas
X:\EPA009\Doepke-Holliday\TO_06\Maps\Second_Five_ Year_Review\Site_lopo. mxdSource: USGS; Edwardsville Quad. 1982OS/10/05 TH
Legend
Doepke-HollidayProperty Boundary Figure 3.1
Site Location Map
U.S. Environmental Protection Agency
Second Five Year ReviewDoepke-Hollida)' Site, Johnson County, Kansas
O
o
O
o
Figonre 3.2Site Map
Legend
Doepke-Holliday Property Boundary
Limit of Cap
Groundwater Seep
Monitoring Well
LTMP Overburden Unit Monitoring Well
LTMP Farley Member Monitoring Well
LTMP Plattsburg FormationMonitoring Well
250 500 1000
Feel
'X:\EPA009\Doepke-Holliday\TO__06\Maps\Second_ Five_ Ycar_Revicw \Site_Sampling. mxd'Source: Image: State of Kansas, 2002 Data; CRA, 200508/10/05 TH
Second Five Year ReviewDoepke-Holliday Site, Johnson County, Kansas
Figure 3.3Land Use Map
Legend
Doepke-Holllday Property Boundary
Minor collector | |
Minor arterial [ |
Major collector |m
Major arterial ^^ |
500 yr floodplain m
100 yr floodplain
Warehouse/Industrial
Public/Quasi-public
Office/Service
Medium Density Residential
High Density Residential
Commercial
Parks/Open Space
Rural Residential
Low Density Residential
Office/Commercial
Adopted by the City Council -July 26, 2004
The LAND USE GUIDE is not a ZONING MAP;rather it is the graphic representation of the land usegoals and policies of the City as identified in the textof the Comprehensive Plan
N
10000
.V: \EPA 009\Doepke-Holliday\ TO_06\Maps\Second_Five_ Year Review \Sha\vnee_Landiise. mxdSource: City qfShmvnee. 200408/10/05 TH
4.0 REMEDIAL ACTIONS
4.1 REMEDY SELECTION
For the Doepke-Holliday Site, the remedy as contained in the ROD included the following components:
• Removal and off-Site treatment of contaminated liquids ponded underground in theformer surface impoundment area
• Construction of an impermeable multilayer cap over the majority of the waste disposalarea
• Collection and, if necessary, off-Site treatment of significant groundwater seepage
• Groundwater monitoring program to evaluate the effectiveness of the remedy
• Deed and access restrictions
• If necessary, the response action will be modified to include partial groundwater controls (i.e., construction of a clay cutoff wall, and extraction and offsite treatment ofcollected groundwater.
The CD signed with the EPA and PRPs in 1996 made two changes from the remedial action selected inthe ROD. These changes are explained in the Explanation of Significant Differences (ESD) datedJanuary 31, 1996, and summarized below:
• The CD does not require removal and treatment of liquids ponded underground in theformer surface impoundment area. The primary reason the ROD called for the removaland treatment of ponded underground liquids was to provide a structurally sound basefor installation of the impermeable multi-layer cap. Based on the PDI, which wascompleted after the ROD was signed, it was concluded that any liquids remaining in thisarea would not adversely affect the structural stability of the cap.
• The ROD required collection and off-Site treatment of seepage if certain specifiedwater quality levels were exceeded in significant seeps. Seep monitoring conductedafter the ROD was signed has shown only occasional exceedances of the regulatorycriteria and the frequency and level of the exceedances indicate mat collection andoff-Site treatment of the seeps was not appropriate.
The Remedial Action Objectives (RAOs) for the Doepke-Holliday Site were established in the ROD.As required by the NCP, the general goal and objective of the response action is to effectively mitigateand minimize damage to and provide adequate protection of public health and the environment. Thespecific goals and objectives of the RA for the Doepke-Holliday Site are as follows:
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1) Reduce or eliminate the threat of direct contact, ingestion, or inhalation of particulatescontaining benzene, xylene, PCB, 1,1-dichloroethylene, alphahexachlorocyclohexane,
bis (2-ethyl hexyl) phthalate, benzo (a) pyrene, lead, chromium, and other contaminantscontained in soil and solids buried at the Site. Also, reduce the potential for inhalation ofvolatilized organics such as benzene, 1,1-dichloroethylene, and xylenes.
2) Prevent future contamination of groundwater migrating through contaminated soils andburied wastes to seeps, alluvium wells, and the Kansas River with resultant leaching ofcontaminants, such as PCBs; BTEX; PAHs; metals; and other contaminants.
3) Reduce or eliminate the potential for transport of on-Site contaminants to off-Site areasby water or airborne transport mechanisms.
4) Prevent the potential for off-Site exposure to unacceptable levels of groundwater orsoil/waste contaminants.
4.2 REMEDY IMPLEMENTATION
The selected Site remedy was an impermeable multi-layered cap emplaced over the 38-acre wastedisposal area to prevent percolation and subsequent migration of contaminants. Construction of themulti-layer impermeable landfill cap commenced in May 1995. The landfill surface was first pregraded.The pregraded surface was topped with 6 inches of bedding material, followed by a 60-mil high densitypolyethylene (HDPE) liner, then a synthetic drainage net. The geosynthetic liners were topped with 18inches of common fill. The landfill surface was finished with a 6-inch layer of topsoil and seeded withannual forbs to provide erosion control. The landfill cap construction was completed on July 16, 1996,and deed restrictions were emplaced to preclude development and restrict future land use.
The PRP was required to conduct LTM of groundwater monitoring wells and several groundwaterseeps to monitor the effectiveness of the cap. Until the LTM program could be developed andapproved by EPA, an Interim Groundwater Monitoring Program (IGMP) was implemented. The PRPconducted routine sampling under the IGMP from 1995 through 1998. CRA, the environmentalconsultant for the PRPs, submitted a Basis for Long Term Monitoring Plan in June 1998. EPAapproved a LTM program on April 14, 1999. Routine sampling was conducted under the initial LTMprogram 1999 through 2002. In December 2001, CRA proposed some revisions to the initial LTMprogram; after some negotiation, EPA approved a different revision of the LTM program on July 25,2002. The LTM program has followed the 2002 revised LTM from 2003 to the current date. Thecomponents of the LTM program are summarized in the following subsections.
4.2.1 Monitoring Well Sampling and Gauging
CRA has been conducting routine sampling and gauging at the Site since the IGMP was implemented in1995. The monitoring wells that are included in the LTM, the frequency of sampling and gauging, andthe specified analyses have changed over time as more performance data have become available for the
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Site. Routine sampling and gauging were conducted on a quarterly basis under the IGMP untilSeptember 1998. The EPA-approved LTM program initiated in 1999 reduced the sampling frequencyto a semi-annual schedule. In July 2002, EPA approved a revised LTM program that specifiedsampling and gauging be conducted on an annual basis. A summary of the sampling and gauginglocations, frequency, and analytical parameters for the IGMP, initial LTM program, and the currentrevised LTM program are included in Table 4.1.
4.2.2 Groundwater Seep Sampling and Gauging
Eleven groundwater seeps have been monitored at the Site during the various phases of the monitoringprograms. The groundwater seeps that are included in the LTM, the frequency of sampling and gauging,and the specified analyses have changed over time as more performance data have become availableand the seeps themselves have changed during the course of the remedial activities. The monitoringschedule for the groundwater seeps has been the same as the monitoring wells discussed in Section4.2.1. A summary of the sampling and gauging locations, frequency, and analytical parameters for theIGMP, initial LTM program, and the current revised LTM program are included in Table 4.1.
4.3 POST-REMEDIAL ACTION OPERATION AND MAINTENANCE ACTIVITIES
Routine inspections of the cap at the Doepke-Holliday Site are conducted to determine the presence, ifany, of erosion or any other problems that may compromise the integrity of the cap. Inspections areconducted in accordance with the Operation and Maintenance Plan, Impermeable Cap,Doepke-Holliday Superfund Site, prepared by CRA in February 1997 (CRA 1997a). The O&M Planspecifically addresses the inspection and maintenance of the following main components of theimpermeable cap system:
• Vegetated topsoil system
• Riprap drainage swale
• Paved access road
• Features that penetrate the cap (monitoring wells, gas vents, a radio tower guy wire,and power poles) that are within the limits of the cap
O&M activities include scheduled inspections and maintenance activities, unscheduled maintenanceactivities (if necessary) and record keeping. The O&M plan called for inspections to be initiallyconducted on a monthly basis for a year after construction of the cap was completed, then quarterlyuntil it could be determined that no erosion occurred to the extent that the synthetic drainage net hadbeen exposed. At such time, cap inspection would be reduced to a semi-annual frequency. Findings ofthe inspections are recorded on a Site Inspection Log; any remedial actions required are performedimmediately and are recorded on a Site Maintenance Log. The Site Inspection Logs and SiteMaintenance Logs are submitted to EPA along with a summary report in the form of an O&M reportwithin one month of completing the inspection.
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The O&M plan also specifies the following routine maintenance activities:
• Cutting of the vegetative cover of the impermeable cap • Lubrication or replacement of locks on the monitoring wells • Refinishing of gas vents, monitoring well casings, and protective posts
The vegetative cover is maintained by fertilizing, mowing, reseeding, and remulching as necessary tomaintain the integrity of the topsoil system. The O&M plan also calls for routine nutrient testing of thetopsoil cover to determine optimal fertilizer applications rates necessary to maintain a sufficientvegetative cover. The findings from the routine cap inspections that have been conducted since the firstFive-Year Review are summarized in Section 6.5.2.
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Table 4.1Long Term Monitoring Summary
Doepke-Holliday SiteJohnson County, Kansas
Monitoring ProgramYear
Sample PointGroundwater SeepsSeep 1Seep 2Seep 3Seep 4Seep 5Seep 6Seep 7Seep 8Seep 9Seep 10Seep 11Overburden UnitMW-9AOW-13OW-14'lattsburg Formation
MW-5MW-6MW-7PZ-1PZ-2Farley MemberOW-10aOW-11aOPL-2OPL-5
IGMP1995-1998
Gauge1 Frequency Analytes
YYYYYYYYYYY
QuarterlyQuarterlyQuarterlyQuarterlyQuarterlyQuarterlyQuarterlyQuarterlyQuarterlyQuarterlyQuarterly
VOC-SVOC-MetalsVOC-SVOC-MetalsVOC-SVOC-MetalsVOC-SVOC-MetalsVOC-SVOC-MetalsVOC-SVOC-MetalsVOC-SVOC-MetalsVOC-SVOC-MetalsVOC-SVOC-MetalsVOC-SVOC-MetalsVOC-SVOC-Metals
YYY
QuarterlyQuarterlyQuarterly
VOC-SVOC-MetalsVOC-SVOC-MetalsVOC-SVOC-Metals
YYYYY
QuarterlyQuarterlyQuarterlyQuarterlyQuarterly
VOC-SVOCVOC
VOC-SVOCVOC-SVOC-MetalsVOC-SVOC-Metals
YYYY
QuarterlyQuarterlyQuarterlyQuarterly
VOCVOC
VOC-SVOC-MetalsVOC-SVOC-Metals
Frequency Analytes
AnnualAnnualAnnualAnnualAnnualAnnualAnnualAnnualAnnualAnnualAnnual
PEST/PCBPEST/PCBPEST/PCBPEST/PCBPEST/PCBPEST/PCBPEST/PCBPEST/PCBPEST/PCBPEST/PCBPEST/PCB
i
AnnualAnnualAnnual
PEST/PCBPEST/PCBPEST/PCB
-Annual
---
-,svoc
--
AnnualAnnual
--
svocsvoc
I
-
LTMP-1 I1999-2002
Gauge1 Frequency Analytes
YYYYYYNYYYY
Semi-AnnuaSemi-AnnuaSemi-AnnuaSemi-AnnuaSemi-AnnuaSemi-Annua
-Semi-AnnuaSemi-AnnualSemi-AnnualSemi-Annual
VOCs-SVOCs-Metals-TSSVOCs-Metals-TSS ,VOCs-Metals-TSS .'VOCs-Metals-TSSVOCs-Metals-TSS 'VOCs-Metals-TSS ;
iVOCs-Metals-TSSVOCs-Metals-TSSVOCs-Metals-TSS ;VOCs-Metals-TSS ;
1YYN
Semi-AnnualSemi-Annual
-
VOCs-SVOCs-MetalsVOCs-SVOCs-Metals •
-
YYYYY
Semi-Annual VOCs-SVOCs |Semi-AnnualSemi-Annual VOCs-SVOCs iSemi-AnnualSemi-Annual - >
1
YYYY
Semi-Annual VOCsSemi-Annual VOCsSemi-Annual VOCs-MetalsSemi-Annual VOCs-Metals
Frequency Analytes
-20012001200120012001
-2001200120012001
-SVOCsSVOCsSVOCsSVOCsSVOCs
-SVOCsSVOCsSVOCsSVOCs
---
20012001200120012001
MetalsVOCs-SVOCs-Metals
MetalsVOCs-SVOCs-MetalsVOCs-SVOCs-Metals
2001200120012001
SVOCs-MetalsSVOCs-Metals
SVOCsSVOCs
Notes:IGMP - Interim Groundwater Monitoring ProgramLTMP - Long Term Monitoring ProgramVOCs- Volatile organic compoundsSVOCs - Semivolatile organic compoundsTSS - Total suspended solidsPEST - PesticidesPCB - Polychlorinated biphenyls1 - Seeps were gauged for flow rates, Monitoring wells were gauged for water levels.
5.0 PROGRESS SINCE LAST FIVE-YEAR REVIEW
This section presents a discussion of the activities conducted at the Site since the first five-year reviewcompleted in September 2000.
5.1 RESPONSES TO ISSUES RAISED IN THE FIRST FIVE-YEAR REVIEW
The conclusion of the first Five-Year Review Report prepared by EPA Region 7 on September 27,2000, was that at that time the Site remedy (i.e. multi-layer cap) was in good condition and noobserved erosional channels were identified during the Site visit. EPA noted that the multi-layer capwas protective of human health and the environment. The EPA and KDHE continued to monitor theSite through regular Site inspections, by providing oversight of the PRP operation and maintenanceactivities, and by evaluating the monitoring data submitted by the PRP.
5.2 RESULTS OF IMPLEMENTED ACTIONS
No issues were identified in the First Five-Year Review that required remedial or regulatory action byeither the PRP or EPA.
5.3 STATUS OF OTHER PRIOR ISSUES
No regulatory issues are pending since the First Five-Year Review was conducted.
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6.0 FIVE-YEAR REVIEW PROCESS
6.1 ADMINISTRATIVE COMPONENTS
KDHE was notified of the initiation of the Five-Year Review in 2004. The stakeholders are EPA, thePRPs, JCED, JCWD, and KDHE. EPA, KDHE, JCED, and JCWD participated in the process byproviding oversight of PRP activities (i.e LTM and O&M activities). The components of the Five-YearReview process included the following:
• Document Review • Data Review - including a review of the standards for comparison of the data • Site Inspection • Five-Year Review Report
All data from the LTM sampling events were reviewed by EPA RESAT subcontractor ManTechEnvironmental, Inc. in accordance with Laboratory Data Validation Functional Guidelines for EvaluatingOrganic Analyses and Laboratory Data Validation Functional Guidelines for Evaluating InorganicAnalyses.
6.2 COMMUNITY INVOLVEMENT
EPA Region 7 Office of External Programs informed the public at the onset of the Five-Year Reviewprocess by issuing a Fact Sheet and placing notice in the Kansas City Star - Shawnee Edition, a widelyread newspaper. At the conclusion of the Second Five-Year Review, EPA will distribute an updatedfact sheet, notifying the public where the Second Five-Year Review Report is on file and summarizingthe findings of the review process. Another newspaper notice also will be provided at that time,providing information on the Doepke-Holliday Site repository and describing how interested parties cancontact EPA for further information regarding the Site.
6.3 DOCUMENT REVIEW
This Second Five-Year Review included a review of relevant documents including annual LTM andinspection reports and monitoring data for the Site. Other sources of information also were consulted toobtain relevant information regarding the Site and its environs. A complete list of documents reviewedand resources consulted as part of the five-year review process is included as Table 6.1.
6.4 DATA REVIEW
6.4.1 Standards Review
Clean-up levels were not specified in the ROD because the remedy (consisting of an engineered capover the 38-acre waste disposal area) was intended to cover the waste to prevent direct contact, andprevent infiltration and subsequent migration. Wastes were left in place, but were contained and
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prevented from migrating. Performance monitoring was required in the form of LTM as well as routinecap inspections to insure its integrity. |
The RAO for determining whether the cap was functioning as intended to prevent the migration ofcontaminants at 'unacceptable levels', was LTM of groundwater and surface water (seeps). The RODrecommended comparing Site-derived surface water data to Kansas Action Levels (KALs), andSite-derived groundwater data to MCLs or MCL Goals (MCLGs). KALs have been replaced with theRisk-Based Standards for Kansas (RSK) (KDHE, 2003) and the Kansas Surface Water QualityStandards (KDHE, 2004). In addition, several MCLs have changed since the first Five-Year Review(EPA, 2004 and EPA, 2005). The five-year review process includes a review of newly promulgated ormodified requirements of federal and state environmental laws. The intent of the review is to considerhow any new or changed requirements may affect EPA's evaluation of protectiveness. For the purposesof this Second Five-Year Review, an extensive review of the most current applicable standards wasconducted for use in evaluating levels of COCs detected in groundwater and surface water samples collected since the first five-year review in September 2000.
As detailed in Table 6.2, the most recent applicable standards for surface water for protection ofaquatic life are EPA acute and chronic levels, and KDHE acute and chronic levels. For groundwater,the most recent applicable standards are MCLs, KDHE RSKs, and KDHE drinking water standards.KDHE RSKs and drinking water standards generally reflect federal MCLs with the exception ofarsenic. The current federal MCL for arsenic is 50 µg/L, and the KDHE drinking water standard is 10µg/L. The federal MCL is scheduled to be revised January 23, 2006, to 10 µg/L - the same as theKDHE standard. For barium, the KDHE standard is half the federal MCL; 1,000 µg/L compared to2,000 µg/L. Furthermore, several KDHE standards exist for some COCs where MCLs do not.
For the purposes of reviewing the groundwater and surface water (seeps) results of the LTM programover the past five years, analytical data were compared to these most recent applicable standards.Groundwater and surface water results are discussed in the following subsections. Groundwater resultswere compared to both groundwater and surface water standards because the Site geology indicatessome hydrogeologic communication between groundwater and surface water (seeps). Likewise,surface water (seeps) results were compared to both surface water and groundwater standards.
6.4.2 Groundwater Monitoring Data Review
The Overburden forms the uppermost geologic unit at the Site, underlain by the Vilas Shale, underlainby the Plattsburg Limestone, underlain by the Bonner Spring Shale, underlain by the Farley Memberlimestone and shale and the Island Creek Shale of the Wyandotte Formation. Monitoring wells arelocated in three of these units at the Site (Overburden, Plattsburg, and Farley). Groundwater data fromsampling events occurring from April 2000 through April 2005 were compared with the appropriateregulatory levels (Tables 6.3a, b, and c). A summary of all the data from LTM events from April 2000through April 2005 are included in Tables B. I, C. I, D. I, and F. I of Appendix B.
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Review of annual data at the Doepke-Holliday Site included a review of the groundwater and seep datafrom the ongoing LTM program conducted by CRA. This data was received from CRA in the annualmonitoring reports and in the form of electronic data transmittals. The findings of the data review arediscussed in the following sections.
Water level measurements are taken in each well sampled for the LTM program. Page 4 of Table A. 1in LTM Report No. 7 summarizes the water level data for the inclusive years of this review and isprovided in Appendix B. As shown on this table, water level elevations have generally minorfluctuations in most monitoring wells, which indicate that the water levels in the affected formations havegenerally stabilized and are not impacted by infiltration. The exception to this trend is monitoring wellOW-l0a. From September 2000 to May 2002, water levels in this well remained fairly constant -fluctuating less than one foot. However, in April 2003, the water level rose over nine feet and continuedto rise over the next two annual gauging events conducted in April 2004 and April 2005. The waterlevel elevation in this well increased from 893.97 feet mean sea level (msl) in May 2002 to 927.74 feetmsl in April 2005; a change of over 35 feet. The water level in well OW-l0a had not fluctuated morethan 4.5 feet in previous gauging events from 1991 to 2002 (See OW-l0a Hydrograph in Appendix B).LTM Report No. 7 attributes this increase in water levels to a combination of man-made modifications(grading, filling) and natural factors. Flow rates in Seep 2, located east of well OW-l0a, have alsodecreased (See Table 6.5), and Seep 3, which is near Seep 2, was buried by a landslide in 2001. CRAconcluded that these factors may have decreased the groundwater discharge from the Farley via theseseeps, thus causing the increase in water levels in well OW-l0a. CRA supported this theory by notingthat groundwater levels in well OW-11a, also finished in the Farley member, have remained stable, andthat stable water level measurements in overburden wells preclude infiltration as the cause of the notableincreases in water levels in well OW-l0a. CRA noted in LTM Report No. 7 that they planned toredevelop well OW-l0a late in 2005 to assure that water level measurements are accurate, and that thewell casing is not fouled by bacterial growth or some other problem.
6.4.2.1 Overburden Well Samples
One monitoring well (MW-9a) and two observation wells (OW-13 and OW-14) are located in theoverburden unit at the Site. Cadmium was detected in samples from well MW-9a at concentrationsexceeding the aquatic life protection level during sampling events conducted on September 20, 2000and April 30, 2003. Lead concentrations in monitoring well MW-9a exceeded the aquatic lifeprotection level in the sample collected on April 26, 2000. No compounds were detected in wellOW-13 at concentrations exceeding the appropriate regulatory levels. Arsenic concentrations in wellOW-14 exceeded the KDHE drinking water standards in samples collected on April 29, 2003; April20, 2004; and April 26, 2005. Cadmium concentrations in observation well OW-14 exceeded theaquatic life protection level in the April 29, 2003 sample. There were no noticeable trends in thecontaminant concentrations in the samples collected from the overburden wells during the past 5 years.See Table 6.3a for the full data summary of detected constituents in the overburden unit. Table B.1 ofAppendix B includes a summary of all data for overburden nit well samples collected during LTMevents from April 2000 through April 2005.
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6.4.2.2 Plattsburg Formation Well Sampling Data
The highest concentrations of contaminants in wells located in the Plattsburg limestone unit haveoccurred on Site in monitoring wells MW-5 and MW-7 and off Site in piezometers PZ-1 and PZ-2.Monitoring wells MW-5 and MW-7 are located within the capped area and piezometers PZ-1 andPZ-2 are located off Site on Overland Park Landfill property south of the Site. With the exception ofpiezometer PZ-1, BTEX compounds have been detected in all of the wells. Additionally, arsenic andbarium have been detected at concentrations that exceed health-based and/or drinking water standardsin these wells. There are slight upward trends in the ethylbenzene and total xylenes levels in monitoringwell MW-5 in the past 5 years; however, the results from the most recent sampling event (April 2005)are still below the peak concentrations detected in MW-5 in past sampling events. The chlorobenzenelevel in monitoring well MW-7 also has a slight upward trend over the last 5 years. Figures 6.1 and 6.2illustrate the contaminant trends in monitoring wells MW-5 and MW-7, respectively. See Table 6.3bfor the full data summary of detected constituents in the Plattsburg limestone unit. Table C.1 ofAppendix B includes a summary of all data for Plattsburg Formation well samples collected duringLTM events from April 2000 through April 2005.
6.4.2.3 Farley Formation Well Sampling Data
Two monitoring wells (OPL-2 and OPL-5) and two observation wells (OW-l0a and OW-11a) arefinished in the Farley formation at the Site. No constituents were detected in wells OW-l0a andOW-11a at levels that exceed regulatory levels. One or more BTEX constituents have been detected inwells OPL-2 and OPL-5 at concentrations above regulatory levels. Additionally, arsenic, cadmium,chromium, lead, and 1,2-dichloroethane (1,2-DCA) were detected during most sampling events inmonitoring well OPL-5 at concentrations exceeding a health-based or drinking water standard. Vinylchloride levels in well OPL-5 exceeded the drinking water standards in the September 26, 2002,sampling event. The total arsenic, barium, and lead levels in well OPL-5 appear to be attributable tosuspended particulates, since the dissolved levels are below the regulatory levels. Vinyl chloride and1,2-DCA levels exceeded regulatory levels in monitoring well OPL-2 during several sampling events. Cadmium was detected in well OPL-2 at a concentration exceeding the drinking water level during twosampling events: September 19, 2000, and April 9, 2003. Lead concentrations in well OPL-2 alsoexceeded the drinking water ARAR in samples collected on April 29, 2003, and April 21, 2004.1,2-DCA levels in both wells OPL-2 and OPL-5 appear to be trending downward in the samplescollected from the Farley formation wells during the past 5 years. Figures 6.3 and 6.4 illustrate thecontaminant trends in monitoring wells OPL-2 and OPL-5, respectively. See Table 6.3c for the fulldata summary of detected constituents in the Farley formation. Table D.1 of Appendix B includes asummary of all data for Farley formation well samples collected during LTM events from April 2000through April 2005.
6.4.3 Surface Water (Seep) Data Review
Samples have also been collected from ten surface water seeps located at the Doepke-Holliday Site.Though 11 seeps were included in the initial LTM program, one has been consistently dry (Seep 7) and
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therefore has never been sampled. These seeps have been analyzed for compounds that potentiallycould leach from the Site. The only analyte to be detected in the seep samples exceeding a regulatorylevel was cadmium. Total cadmium levels were detected in samples collected from Seep 1 atconcentrations exceeding the protection of aquatic life level (see Table 6.4). These exceedances haveoccurred during each sampling event since April 2000 with the exception of the September 27, 2001sampling event. The highest concentration of 5.0 µg/L total cadmium was detected in the samplecollected April 30, 2003. This level exceeds both the acute and chronic federal standard for protectionof aquatic life, 2.0 µg/L and 0.25 µg/L, respectively. Table 6.4 summarizes the seep sample results fromthe last 5 years that exceed applicable regulatory levels. Table F.1 of Appendix B includes a summaryof all data for groundwater seep samples collected during LTM events from April 2000 through April2005.
VOCs were detected in some seep samples; however, the levels were below the applicable regulatorylevels and therefore are not presented in Table 6.4. These VOC detections are summarized below:
• Benzene was detected in Seep 8 during the 2000 and 2001 sampling events.
• Chlorobenzene and TCE were detected in Seep 2 in 2000 and 2001 sampling events.
• 1,2-DCA and total 1,2-DCE have been detected in Seep 2 each sampling event sincethe first Five-Year Review.
Seep flow rates have fluctuated during the last five years with April 2001 having the highest flow rate(2.26 gpm) for Seep 1. Seep 11 has not had measurable flow during the sampling events since April2001. Only Seeps 1 and 9 have maintained a flow rate every year during the previous five years. Ingeneral, it appears that seep flow rates at the Site have decreased. Table 6.5 summarizes the seep flowrates for the last five years. The seep flow rates for Seeps 1,2,4, 5, 6, 8, and 9 are graphically depictedin Figures E.1 through E.7 of Appendix B.
6.4.4 Ecological Risk Evaluation
The Doepke-Holliday Site is located in a relatively open, hilly area containing minor rock outcroppingsalong the southern bank of the Kansas River. The disposal Site itself does not support an abundance ofvegetation due to being covered with gravel or well-maintained grass. The surrounding hills and valleysare wooded with many of the level hilltops being used as pastureland. The adjacent areas reflect thevegetative boundary transitioning from moist bottomlands to mesic uplands resulting in a variedecological community.
Three dominant vegetative communities are located at and adjacent to the Site, but all have beenaltered by human activities. These three communities are: riparian wetlands/floodplains, tall grass prairie,and Ozarkian uplands. Riparian wetland vegetation is evident along the Kansas River and thesurrounding tributaries. The dominant species characterizing riparian wetlands and riverine floodplains inthe area include eastern cottonwood (Populus deltoids), boxelder (Acer negundo), hackberry (Celtis
6-5
occidentalis), black willow (Salix nigra) various sedges (Carex sp.), and numerous herbaceousspecies. The tall grass prairie community includes a variety of grasses and forbs. Characteristic speciesfor this community include brome grass (Bromus sp.), wheatgrass (Agropyron smithii), Canada wildrye (Elymus canadensis), little barley (Hordeum pusillum), prairie threeawn (Aristida oligantha),and witchgrass (Panicum capillare). The Ozarkian vegetation community is characteristic of low,weathered plateaus located near the Site. Vegetative species include green ash (Fraxinuspennsylvanica), bitternut hickory (Carya cordiformis), honeylocust (Gleditsia triacanthos), bur oak(Quercus macrocarpa), chinkapin oak (Quercus muehlenbergit), American basswood (Tiliaamericana), silver maple (Acer saccharinum), American elm (Ulmus americana), and slippery elm(Ulmus rubra). The distribution of these three vegetative types across the Site and adjacent areas isdetermined by the variation in slope, aspect, soil type, moisture availability, previous grazing practices,and other specific land uses.
The diversity of vegetation adjacent to the Site provides habitat to a variety of wildlife species.Mammals occurring in the Doepke-Holliday Site area include opossums (Didelphis virginiana),Eastern cottontails (Sylvilagus floridanus), Eastern gray squirrels (Sciurus caro linensis), Eastern foxsquirrels (Sciurus niger), coyotes (Canis latrans), raccoons (Procyon lotor), skunks (Mephitismephitis), and white-tailed deer (Odocoileus virginianus). A large variety of birds also occupy thearea including the red-tailed hawk (Buteojamaicensis), great-horned owl (Bubo virginianus), otherraptors, Northern bobwhite quail (Colinus virginianus), and numerous songbirds. Also, migratingwaterfowl use portions of the Kansas River as stopover points during the spring and fall. Additionally,the Kansas Department of Wildlife and Parks (KDWP) and the U.S. Fish and Wildlife Service(USFWS) databases were reviewed to determine the potential for state and federally-listed threatenedand endangered species to use the Site. Eighteen state-threatened or endangered species were listed byKDWP as having the potential to occur in Johnson County, Kansas. This list includes eight fish, sixbirds, two reptiles, one mammal, and one insect (KDWP, 2005). Fifteen federally-listed threatened or endangered species were listed for the state of Kansas. This list includes six birds, four fish, threemammals, and two plants (USFWS, 2005).
On July 27, 2005, a follow-up telephone interview was conducted with Jennifer Delisle, KansasBiological Survey (KBS), to determine the presence of state threatened or endangered species at theSite (HGL, 2005a). The KBS indicated there are no records of threatened or endangered species atthe Site. On July 27, 2005 an email correspondence with Dan Mulhern, USFWS, indicated severalspecies as having the potential to occur within a 5-mile radius of the Site (HGL, 2005b). These speciesinclude the federally threatened bald eagle (Haliaeetus leucocephalus), the endangered pallid sturgeon(Scaphirhynchus albus), and the threatened Mead's milkweed (Asclepias meadii).
Under current conditions, the data evaluation conducted for the Second Five-Year Review indicates noadverse impacts are identified for the general terrestrial or aquatic ecosystems; therefore, there is noindication that threatened or endangered species will be adversely affected. The selected remedyprotects both human health and the environment through installation of a multi-layer impermeable cap.The cap design is consistent with Resource Conservation Recovery Act (RCRA) landfill closurerequirements, reducing the potential for direct contact with contaminated soils and waste materials and
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the potential for contaminants to migrate off Site. If routine monitoring conducted during the LTMindicates that off-Site migration was to increase, the ecological risk posed by Site conditions wouldneed to be reevaluated.
6.5 SITE INSPECTION
6.5.1 Five-Year Review Site Inspection
The EPA Remedial Project Manager (RPM), Shelley Brodie, conducted an inspection of the landfillcap on April 26, 2005, to satisfy the Site Inspection component of the five-year review process.Representatives from the JCED and CRA, the consultant for the HRTF, also were present at theinspection. Representatives from the KDHE conducted an independent inspection of the cap on May 6,2005. The findings of the EPA and KDHE inspections are summarized below. The Site InspectionChecklist prepared by EPA is included in Appendix A.
EPA noted that the landfill cover was in good condition; minor erosion was noted on some portions onthe edges. Minor erosion also was noted near the drainage outlets in the concrete barriers (jerseybarriers) that form the access road.
KDHE also noted minor erosion at the cap edges, as well as small (1 to 2 inches in diameter) rodentburrows at various locations across the cover during their Site inspection. With these minor exceptions,KDHE noted that the cap was in generally good condition.
Other than the minor issues noted above, both the EPA and the KDHE inspector concluded that thecap was in good condition, no major integrity issues were noted, and the cap was functioning asintended.
HGL conducted a brief Site visit on July 25, 2005, to make a Site walk over. Site conditions weredocumented with photographs, which are included as Appendix C.
6.5.2 Routine Inspections of Landfill
CRA conducts routine inspections of the landfill cap every year as part of the LTM O&M of the Site(See Section 4.3). These inspections are conducted to assure that the cap is in good condition and isnot compromised by erosion or other problems, such as rodent burrows or mechanical damage. Thescope of these inspections includes all vegetated soil cover and associated slopes, access roads, riprapdrainage swales, monitoring wells, and gas vents. The results of these routine inspections aredocumented in a Site Inspection Log. Table 6.6 summarizes the findings of the O&M inspections of theDoepke-Holliday Site since the first Five-Year Review and how identified problems were mitigated.(Note: For the purposes of summarizing the findings of routine inspections, the noted date is the date theinspection was actually conducted; not the date the Site Inspection Log was submitted to EPA in theform of the O&M Report.)
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It is evident from the Site Inspection Logs that a continual, diligent effort is required to maintainsufficient vegetative cover on the cap, keep weeds from fouling the riprap drainage swales, control thegrowth of weeds and sapling across the cap, and prevent sediment buildup in drainage areas. TheO&M activities are designed to identify and mitigate problems before the integrity of the cap iscompromised. Maintenance and routine upkeep (mowing, fertilizing, etc.) have generally been effectivein maintaining the cap in generally good condition. No problems with the integrity of the cap were notedin routine O&M inspection reports. The most recent inspection of the cap was conducted by EPA April26, 2005 (See Section 6.5.1). The EPA inspector noted that the cap was in good condition andfunctioning as intended.
6.6 INTERVIEWS
No interviews were conducted in association with the preparation of this Second Five-Year Review.
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Table 6.1Documents Reviewed for Second Five Year Review Report
Doepke-Holliday Landfill Site
7/05
7/05
7/27/05
7/05
7/05
7/27/05
1/00
1/01
12/01
8/02
7/03
17/04
7/05
4/26/05
9/27/006/98
2/97
2/97
2/95
9/89
Kansas Department of Environmental Health. December 6, 2004. Kansas Surface WaterQuality Standards. Located at: http://www.kdhe.state.ks.us/water/download/ swqs_numeric criteria.pdf.Kansas Geological Survey. 2005. Water Well Completion Records (WWC5) Database.Located at: http://www.kgs.ku.edu/Magellan/WaterWell/.Kansas Department of Wildlife and Parks. 2005. Online Database of State-listed Threatenedand Endangered Species. Located at:http: //www. kd wp . state . ks . us/ne ws/other_services/threatened_and_endangeredspecies/threatened and endangered species/county lists/Johnson county.U.S. Environmental Protection Agency. 2004. Current National Recommended Water QualityCriteria. Located at: http://www.epa.gov/waterscience/criteria/ wqcriteria.html.U.S. Environmental Protection Agency. 2005. National Primary Drinking Water Standards.Located at: http://www.epa.gov/safewater/consumer/pdf/mcl.pdf.U.S. Fish and Wildlife Service. 2005. Online Database of Federally-listed Threatened andEndangered Species. Located at: http : //mountain-prairie . fws . gov/endspp/CountyLists/KA NS A S . htm .Annual Summary Report No. 1: Long Term Monitoring Plan, Doepke-Holliday SuperfundSite, prepared by Conestoga-Rovers & AssociatesAnnual Summary Report No. 2: Long Term Monitoring Plan, Doepke-Holliday SuperfundSite, prepared by Conestoga-Rovers & AssociatesAnnual Summary Report No. 3: Long Term Monitoring Plan, Doepke-Holliday SuperfundSite, prepared by Conestoga-Rovers & AssociatesAnnual Summary Report No. 4: Long Term Monitoring Plan, Doepke-Holliday Superfund IISite, prepared by Conestoga-Rovers & AssociatesAnnual Summary Report No. 5: Long Term Monitoring Plan, Doepke-Holliday SuperfundSite, prepared by Conestoga-Rovers & AssociatesAnnual Summary Report No. 6: Long Term Monitoring Plan, Doepke-Holliday SuperfundSite, prepared by Conestoga-Rovers & AssociatesAnnual Summary Report No. 7: Long Term Monitoring Plan, Doepke-Holliday SuperfundSite, prepared by Conestoga-Rovers & AssociatesFive- Year Review Site Inspection Checklist, prepared by Shelley Brodie, EPA Region 7Remedial Project ManagerFive- Year Review Report, Doepke-Holliday Site, Johnson County, Kansas.Basis for Long-Term Monitoring Plan, Doepke-Holliday Superfund Site, Johnson County,Kansas. Prepared by Conestoga-Rovers & Associates.Operation and Maintenance Plan, Impermeable Cap, Doepke-Holliday Superfund Site, JohnsonCounty, Kansas. Prepared by Conestoga-Rovers & Associates.Long Term Monitoring Plan, Doepke-Holliday Superfund Site, Johnson County, Kansas.Prepared by Conestoga-Rovers & Associates.Quality Assurance Project Plan, Doepke-Holliday Superfund Site, Johnson County, Kansas.Prepared by Conestoga-Rovers & Associates.Declaration for the Record of Decision, Doepke Disposal (Holliday) Site.
Table 6.2 Applicable or Relevant and Appropriate RequirementsFor Contaminants of ConcernDoekpe-Holliday Landfill Site
Chlorobenzene1,1 -Dichloroethane1,2-Dichloroethane1,1-Dicfaloroethene
Volatile Organic Compound cis-1,2-DichloroetheneEthylbenzene
TetrachloroetheneTrichloroetheneVinyl Chloride
Total ArochlorsPolychlorinated biphenyl
0.056 5'6
0.0038 3'4'7Heptachlor Epoxide0.20 '•*0.20 '•*
alpha-Hexachlorocyclohexanegama-Hexachlorocyclohexane
Bis(2-ethylhexyl)phthalateSemivolatile Organic Compound Pentachlorophenol
Benzo(a)pyrenePolynuclear Aromatic Hydrocarbons
Total Dissolved Solids
Chromium (Total)
2 5Q M, 16,17. IK
! j Table 6.2 (continued)j Applicable or Relevant and Appropriate Requirements,; for Contaminants of Concerni I Doekpe-Holliday Landfill Site
iNotes: '
i
The applicable or relevant appropriate requirements for the contaminants of concern are listed in micrdgrams per liter.
The acute and chronic Kansas Surface Water Quality Standards for cadmium, lead, and pentachlorophenol could not be calculated due to a lack of necessary information.
The Non-Residential Scenario Kansas Department of Health and Environment standards were applied instead of the Residential Scenario Kansas Department of Health and Environment standards due to the currentzoning requirements. ;'
'l
The value was not determined. ,i
1 The value is proposed. •;2 The value used for Aroclors was 10~5 risk level for total polychlorinated biphenyls.3 This Criterion is based on 304(a) aquatic life criterion issued in 1980, and was issued in one of|the following documents: Aldrin/Dieldrin (PDF, 153 pp., 7.3M) (EPA 440/5-80-019), Chlordane (PDF, 68
pp., 3.1M) (EPA 440/5-80-027), DDT (PDF, 175 pp., 8.3M) (EPA 440/5-80-038), Endosulfan (PDF, 155 pp., 7.3M) (EPA 440/5-80-046), Endrin (PDF, 103 pp., 4.6M) (EPA 440/5-80-047), Heptachlor(PDF, 114 pp., 5.4M) (EPA 440/5-80-052), Hexachlorocyclohexane (PDF, 109 pp., 4.8M) (EPA 440/5-80-054), Silver (EPA 440/5-80-071). The Minimum Data Requirements and derivation procedureswere different in the 1980 Guidelines than in the 1985 Guidelines (PDF, 105 pp., 4.5M) . For example, a "CMC" derived using the 1980 Guidelines was derived to be used as an instantaneous maximum.If assessment is to be done using an averaging period, the values given should be divided by 2 to obtain a value that is more comparable to a CMC derived using the 1985 Guidelines (PDF, 105 pp., 4.5M).
4 This criterion is based on a 304(a) aquatic life criterion issued in 1980 or 1986, and was issued in one of the following documents: Aldrin/Dieldrin (PDF, 15,3 pp., 7.3M) (EPA 440/5-80-019), Chlordane(PDF, 68 pp., 3.1M) (EPA 440/5-80-027), DDT (PDF, 175 pp., 8.3M) (EPA 440/5-80-038), Endrin (PDF, 103 pp., 4.6M) (EPA 440/5-80-047), Heptachlor (PDF, 114 pp., 5.4M) (EPA 440/5-80-052),Polychlorinated biphenyls (EPA 440/5-80-068), Toxaphene (EPA 440/5-86-006). This CCC is currently based on the Final Residue Value (FRY) procedure: Since the publication of the Great LakesAquatic Life Criteria Guidelines in 1995 (60FR15393-15399, March 23, 1995), the Agency no longer uses the Final Residue Value procedure for deriving CCCs for new or revised 304(a) aquatic lifecriteria. Therefore, the Agency anticipates that future revisions of this CCC will not be based oh the FRV procedure. ,
5 This recommended criterion is based on a 304(a) aquatic life criterion that was issued hi the 7995 Updates: Water Quality Criteria Documents for the Protection of Aquatic Life in Ambient Water, (EPA-820-B-96-001, September 1996). This value was derived using the GLI Guidelines (60FR15393-15399, March 23, 1995; 40CFR132 Appendix A); the difference between the 1985 Guidelines and the GLIGuidelines are explained on page iv of the 1995 Updates. None of the decisions concerning the derivation of this criterion were affected by any considerations that are specific to the Great Lakes.
6 The derivation of the CCC for this pollutant (Endrin) did not consider exposure through the diet1, which is probably important for aquatic life occupying upper trophic levels.7 This value was derived from data for heptachlor and the criteria document provides insufficient data to estimate the relative toxicities of heptachlor and heptachlor epoxide.8 The value used for alpha and gamma-Hexachlorocyclohexane is based on total Hexachlorocyclohexane. I9 The Total Hexachlorocyclohexane Maximum Contaminant Level is listed. \ \10 There is a full set of aquatic life toxicity data that show that DEHP is not toxic to aquatic organisms at or below its solubility limit.11 The value used for Benzo(a)pyrene was for polynuclear aromatic hydrocarbons. •;
ind
C<
12 Secondary Drinking Water Standards13 This recommended water quality criterion was derived from data for arsenic (HI), but is applied here to total arsenic, which might imply that arsenic (HI) and arsenic (V) are equally toxic to aquatic life and
that their toxicities are additive. In die arsenic criteria document (PDF, 74 pp., 3.2M) (EPA 440/5-84-033, January 1985), Species Mean Acute Values are given for both arsenic (III) and arsenic (V) forfive species and the ratios of the SMAVs for each species range from 0.6 to 1.7. Chronic valuesUre available for both arsenic (III) and arsenic (V) for one species; for the fathead minnow, the chronicvalue for arsenic (V) is 0.29 times the chronic value for arsenic (111). No data are known to be available concerning whether the toxicities of the forms of arsenic to aquatic organisms are additive.
14 Freshwater and saltwater criteria for metals are expressed in terms of the dissolved metal in the water column. The recommended water quality criteria value was calculated by using the previous 304(a)aquatic life criteria expressed in terms of total recoverable metal, and multiplying it by a conversion factor (CF). The term "Conversion Factor" (CF) represents the recommended conversion factor forconverting a metal criterion expressed as the total recoverable fraction in the water column to a criterion expressed as the dissolved fraction in the water column. (Conversion Factors for saltwater CCCs
I Table 6.2 (continued)Applicable or Relevant and Appropriate Requirements
for Contaminants of ConcernDoekpe-Holliday Landfill Site
15
16
17
<m
18
19
20
21
EPAKALKDHEMCLMCLGRI/FS
are not currently available. Conversion factors derived for saltwater CMCs have been used for both saltwater CMCs and CCCs). See "Office of Water Policy and Technical Guidance on Interpretation andImplementation of Aquatic Life Metals Criteria." (PDF, 49 pp., 3M) October 1, 1993, by Martha G. Prothro, Acting Assistant Administrator for Water, available from the Water Resource center and40CFR§131.36(b)(l). Conversion Factors applied in the table can be found in Appendix A to the Preamble- Conversion Factors for Dissolved Metals.This recommended criterion is based on a 304(a) aquatic life criterion that was issued in the 7995 Updates: Water Quality Criteria Documents for the Protection of Aquatic Life in Ambient Water, (EPA-820-B-96-001, September 1996). This value was derived using the GLI Guidelines (60FR15393-15399, March 23, 1995; 40CFR132 Appendix A); the difference between the 1985 Guidelines and the GLIGuidelines are explained on page iv of the 1995 Updates. None of the decisions concerning the,derivation of this criterion were affected by any considerations that are specific to the Great Lakes.The freshwater criterion for this metal is expressed as a function of hardness (mg/L) in the water column. The value given here corresponds to a hardness of 100 mg/L. Criteria values for other hardnessmay be calculated from the following: CMC (dissolved) = exp{mA [ln(hardness)] + bA} (CF), or CCC (dissolved) = exp{mc [In (hardness)] + be} (CF) and the parameters specified in Appendix B-Parameters for Calculating Freshwater Dissolved Metals Criteria that Are Hardness-Dependent.This water quality criterion is based on a 304(a) aquatic life criterion that was derived using the 1985 Guidelines (PDF, 105 pp., 4.5M) (Guidelines for Deriving NumericalNational Water Quality Criteriafor the Protection of Aquatic Organisms and Their Uses, PB85-227049, January 1985) and was, issued in one of the following criteria documents: Arsenic (PDF, 74 pp., 3.2M) (EPA 440/5-84-033),Cadmium (EPA-822-R-01-001), Chromium (EPA 440/5-84-029), Copper (PDF, 150 pp., 6.2M) (EPA 440/5-84-031), Cyanide (PDF, 67 pp., 2.7M) (EPA 440/5- 84-028), Lead (EPA 440/5-84-027),Nickel (EPA 440/5-86-004), Pentachlorophenol (EPA 440/5-86-009), Toxaphene, (EPA 440/5-86-006), Zinc (EPA 440/5-87- 003).EPA is actively working on this criterion; so, this recommended water quality criterion may change substantially in the near future.Lead is regulated by a treatment technique that requires systems to control the corrosiveness of their water. If more than than 10% of tap water samples exceed the action level, water systems must takeadditional steps. For lead the action level is stipulated in the table.Freshwater aquatic life values for pentachlorophenol are expressed as a function of pH, and are calculated as follows: CMC = exp(1.005(pH)-4.869); CCC|= exp(1.005(pH)-5.134). Values displayed intable correspond to a pH of 7.8. !This criterion applies to total pcbs, (e.g., the sum of all congener or all isomer or homolog or Aroclor analyses.)
inEnvironmental protection agencyKansas action level IKansas department of health and environment 'Maximum contaminant levelMaximum contaminant level goal }Remedial investigation/feasibility study
0
TABLE 6.3a2000 TO 2005 LTMP Analytical Data Summary
Overburden Unit Monitoring WellsDoepke-Holllday Landfill Site
Johnson County, Kansas
Sample Location:Sample ID:Sample Date:
Metal:
MW-9a MW-9aGW-JH-009 JH-0094/26/2000 3/20/2000
MW-9a MW-9a MW-9a MW-9a MW~9a MW-9aD \fW-9a OW-14 OW-14 OW-14GW-JH-OOS GW-JH-004 GW-JH-010 GW-JH-009 GW-JH-OOS GW-JH-009 GW-JH-010 GW-JH-001 GW-JH-001 GW-JH-0014/25/1001 9/16/1001 5W1002 4/30/2003 4/11/2004 4/27/1005 4/17/1005 4/19/1003 4/X&004 4/2&/Z005
Arsenic
Arsenic (Dissolved)
3.4 B
ND (2.9)
3.2 B
4.9 B
2.4 B
1.8 B
ND(l.T)
ND (1.7)
3.2 B
4.3 B
ND (Z3)
ND (2.3)
ND(4.3) U
ND(2.3) U
2.9 B
6.7 B 4.9 B
Cadmium MK/L ND (0.3) ND(0.32) U ND(0.25) U ND(0.49) U ND(0.41) U ND (0.20) ND(0.68) U ND (0.20)
Cadmium (Dissolved) ND (0.3) ND (0.25) ND(0.32) U ND (0.17) ND(0.38) U ND(0.36) U ND (0.20) ND (0.20) ND (0.19) ND (0.20)
Lead Ug/L ND (1.9) ND (1.2) ND (1.3) ND (1.2) ND (1.5) 1.6 B 1.8 B 2.2 B 1.6 B
Lead (Dissolved) ND(1.6) U ND (1.9) ND (1.2) ND (1.3) ND (1.2) ND (1.5) 1.9 B 2.2 B ND (1.1) ND (1.5) ND(1.4) ND(l.l)
Notes:
Shaded analytical data exceeds a health-based standard.Bolded analytical data exceeds drinking water standards.Italicized analytical data exceeds surface water standards.
Hg/L
NDOB
Micrograms per literThe parameter was not analyzed and/or MCL not availableNot detected at the reporting limit in parenthesesConcentration between instrument detection limit and contract required detection limit
c
Sample Location:Sample ID:Sample Date:
Metals
ArsenicArsenic (Dissolved)BariumBarium (Dissolved)
Chromium TotalChromium (Dissolved)Leadjead (Dissolved)
Mg/LMg/LMg/LMg/LMJT/L
UJT/L
Mg/LMg/L
MW-5GW-JH-004
4/26/2000
--------
MW-5JH-005
--------
MW-5JH-006D#70/2000
----__
--
MW-5GW-JH-0044/25/2001
--------
MW-5GW-/H-0013/75/2001
5.6 B6.2 B
^^fQS^JH^i1 J.43S3Wtt
ND(0.45)ND (0.45)ND (1.3)ND(13)
MW-5GW-/H-006
5/3/2002
----
—• -_
-
MW-5GW-JH-007D
5yV2002
--------
MW-5GW-JH-004
4/30/2003
7.7 B
6.8 B
^mowi*ffcSSJE&iSiaB!
ND (1.3)ND(1.3)ND(1.5)ND (1.5)
MW-5GW-JH-005 D
4/30/2003
-4.9 B
ffe*g!£M'M?p-
ND (1-3)_
ND(1.5)
MW-5GW-JH-O04
4/21/2004
!$*£&£?£*»is&eagsasivmsssF-^
ND (0.85)ND (0.85)ND(1.4)ND(1.4)
MW-5GW-JH-005 D
4/21/2004
—m*&&?3s.~i ssa^s_ND (0.85)_
ND (1.4)
, MW-5GW-JH-0044/27/2005
5.1 B5.4 B
SL'. JSUp^fS__1H?J^fe^?
ND(1.7)ND(1.7)NDfl.l)ND(l.l)
MW-5GW-JH-O05 D
4/27/2005
----
——_
-
TABLE 6Jb2000 TO 2005 LTMP Analytical Data Summary
Flattsbnrg Formation Monitoring WellsDoepke-Holliday Landfill Site
Johnson County, Kansas
Semi-volatile Oryanic Compounds
|bis(2-Ethylhexyl)phthalate | ug/L | ND (10) ND (100) NP (50) ND (40) ND(50) ND(50) ND(25) U
Volatile Oryanic Compounds
1,2-Dichloroethene (total)ChlorobenzeneBenzeneEthylbenzeneVinyl chlorideXylene (total)
Mg/LMg/LMg/LMg/LMg/LMg/L
ND(2.0)ND(ZO)
ZO
ND(2.0)
«MEl*»°«Bi
Sample Location: MW-6Sample ID: GW-JH-011Sample Date: 09/26/2061
Metals
ArsenicArsenic (Dissolved)Sari urn3arium (Dissolved)Chromium TotalChromium (Dissolved)LeadLead (Dissolved)
Mg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/L
9.5 B7.7 B161 B131 B
ND (0.72) BND (0.45)
j&^ftjjea, '.?.'-''ND(U)
ND (910) UND(560)ND(560)
%&i&oy&&Si&ND(560)
! »waBM
MW-7GW-JH-0084/26/2000
----
—---
ND(420) UND(420)ND(420)
NP (420)
ND(IOO)NDflOO)ND (100)
PBK88M8J9BND(100)
mtessasm
ND (1.0) UJND(1-0) UJ
3 . 1 ) ^
ND(1.0) UJJ0gjfe23000$9$
ND(330)ND(330)NDP30)
l«3#SSIa1 (330)
ND(250)ND(250)ND(250)
j^wPgKygjHPBND(250)
MW-7 . MW-7 MW-7 MW-7 MW-7JH-004 GW-/H-007 GW-JH-O10 GW-JH-O10 GW-JH-004
9/19/2000 4/25/2001 9/26/2001 #27/2001 5/7/2002
--------
--------
--------
-S9 ftK?§?t g^HggSi- StS8Kf5£H$3R
ND (0.45)ND (0.45)ND(1.3)ND(1.3)
--------
ND(10)ND(10)ND(10)
^^afaiND(10)
M0^^^R(Rp^
ND(500)ND(500)NP(500)
laaapattiND(50m
iW5i p9P*9iT' EB
ND(560)ND(560)NDp60)
rifegmhamND@0)
MW-7 MW-7 PZ-1. GW-JH-008 GW-JH-008 GW-JH-009
4/30/2003 4/27/2005 #26/2001
8.8 B-
Cs^fHSB^t^-
ND(U)-
ND (1-5)-
--------
ND0.7)ND(1.7)
69.3 B62.0 B
ND (0.45)ND (0.45)ND (1.3)ND (1.3)
_
-_
—
ND(10)ND(10)ND(10J
'&5 «!S BND (10)
w&a&mt
PZ-2 PZ-2GW-JH-005 GW-JH-006D9/26/2001 9/26/2001
Si 6^P.wfe8.0 B
JKt PS^tX&fc "^ 'i j^iS-%)' t ^^^iU.sJ'w~j
534^Sii Sa J,-:'?'-!
ND (0.45):r£f^4oJ5y .$£•,,
ND(13)
*t~3$$i2%&&.7.8 B
.--'X?Jj2iS%g3!507
I'.vitigtjiij-iSwND (0.45)
, '.. 'i sia-.x^vX1
HD(1.3)
Semi-volatile Organic Compounds
(bis(2-Ethylhexyl)phthalale
Volatile Organic Compounds
1,2-Dichloroelhene (total)ChlorobenzeneBenzeneEthylbenzeneVinyl chlorideXylene (total)
W?/L| ND(10) ND(1000) ND (1000) ND (25) ND(67) - ND(IOO) | ND(200) ND(600) ND (10) | ND(10) ND(10) |
;Mg/LMg/LMg/LMR/LMg/LMg/L
ND (1.0)0.70 J
NDO-0)ND(l.O)ND(1.0)ND(l-O)
ND(8J)76
gty»s«fe /"hfwi •'fe'tTAS^
ND(83)ND (8.3)ND(8J)
ND(20)
•mfe£*£iND(20)ND(20)ND(20)
1.1
1.50.81 J1.2
0.41 J86
&£y£&j>,'£i&8'-1.8
ND(l.O)1.5
i-'-
—-1-:-
Notes:
Shaded analytical data exceeds a health-based standard.Bolded analytical data exceeds drinking water standards.Italicized analytical data exceeds surface water standards.
Mg/L Micrograms per literThe parameter was not analyzed and/or MCL not available
NDO Not detected at the reporting limit in parenthesesB Concentration between instrument detection limit and contract required detection limit
ND(5.0)65
V X J®^$*S§0^
ND(5.0)ND (5.0)ND (5.0)
ND(6.2)
ND (6.2)ND(6.2)ND (6 J)
ND(ll)
. RSm^%«&Ba8&tsi
ND(ll)g^T^fcJ^S
ND(11) U
ND(l.O)ND (1.0)ND (1.0)ND(l.O)ND (1.0)ND (1.0)
0.020 J
16
£JE*BI8^46
680.19 J
esg^nsa14
\ 41
J Estimated concentrationU) Estimated quantitation limitU Qualified as not detected
ND(560)ND(560)ND(560)
^C^Sj^^SjND(560)
sSSSzppoosss
CI
TABLE 6.3c2000 TO 2005 LTMP Analytical Data Summary
Farley Formation Monitoring WellsOoepke-Holliday Landfill Site
Johnson County, Kansas
Sample Location;Sample ID:Sample Date
Metals
OPL-2GW-IH-0024/2&2000
OPL-2GW-JH-003 D
4/25/2000
OPL-2JH-002
9/19/2000
OPL-2JH-003D9/19/2000
OPL-2GW-JH-002
4/24/20O1
OPL-2GW-JH-003 D
4/24/2001
OPL-2GW-fH-008£26/2001
OPL-2GW-JH-O01
5/7/2002
OPL-2GW-JH-002 D
5/7/2002
OPL-2GW-JH-OO3
4/29/2003
OPL-2GW-JH-O03
4/21/2004
OPL-2GW-JH-0034/26/2005
Units
ArsenicArsenic (Dissolved)Cadmium
Cadmium (Dissolved)Chromium TotalChromium (Dissolved)jeadLead (Dissolved)
Mg/LHg/LHg/LHR/L
Hg/LMg/LMg/LMg/L
7.8 B5.8 B
ND(03)
ND(03)ND (0.8)ND (0.8)ND (1.3)ND(13)
9.9 B7.2 B
ND (0.3)
ND (0.3)ND (0.8)ND (0.8)ND(2) UND(13)
8.3 B7.0 B
r^SfcteB^M:?-''ND(O25)ND (1.5) UND (1.1)ND(1.9)ND(l-9)
i8.5 B |
— iND(0.25)
1
ND(U) ;- 1
ND (1-9) '
8.4 B9.9 B
ND(0.22) UND (0.15)ND (0.67)
' ND(0.67)ND(1.2)ND(1.2)
8.7 B7.4 B
ND(0.21) UND (0.17) UND (0.67)ND (0.67)ND(1.2)ND(1.2)
5.2 B6.5 B
ND (0.69) UND (0.49) UND (0.81) UND (0.45)
2.1 BND(13)
ND(8.6) UND(9.7) UND(0.32) UND(0.32) UND(0.58) UND(0.59) U
ND(1.2)ND(1.2)
_
ND(9.5) U
ND (0.21) U_
ND (0.49)-
ND(1.2L
9.4 B6.0 B
ND(0.29)4.0 B
ND(1.3)
<m^mmND(1.5) ,
ND(3.8) UND(4.0) UND(0.63) UND (0.19)ND(2.9) UND (0.85)
s®&$£^:nND (1.4)
4.9 B3.1 B
ND (0.20)ND (0.20)ND(1.7)ND(1.7)ND(l.l)ND (1.1)
Volatile Organic Compounds
L2-Dichloroethane
BenzenererrachloroethenerrichloroetheneVinyl chloride
Mg/L
Mg/LMg/LMg/LMg/L
•Zg-flg&l&l&fftND(1.0)
0.16 J3.8
aSafea*f8Safc
;-.-ati*?4o.'>.? :?Si2.9
0.17 J3.8
•f&f^3S^^£
3.4ND (1.0)ND(1.0)
0.80)
;S^S*«i--:S£>;V
'
i----—
g£&>7ZSS s*ND(3.3)ND(33)
4.4&*A.;!?*H88£
~5s$r£80£i &SND(33)ND (33)
4.6
:V,SS**J *3 .
?* i: S8dS^9fe%--.037J
ND(1.0)U
&&&3&38fr<.t
y^.-3f:-:'f_:
ND (1.3)ND(13)
Z81.7
----—
§8£23I!O?3E1
2.52.433
.•!SS€SI';-«
;flif.gi--a^rs^iND (1.0)
0.65]3.61.9
SSf^TSEJ'-jV--^-'.ND (1.0)
0.20 J2.0
3S-±i^JU-<C4-r
Notes:
Shaded analytical data exceeds a health-based standard.Bolded analytical data exceeds drinking water standards.Italicized analytical data exceeds surface water standards.
"g/L
NDQBJU
Micrograms per literThe parameter was not analyzed and/or MCL not available jNot detected at the reporting limit in parentheses IConcentration between instrument detection limit and contract required detection limitEstimated concentrationQualified as not detected .
r1
0
TABLE 6.3c2000 TO 2005 LTMP Analytical Data Summary
Farley Formation Monitoring WellsDoepke-Holliday Landfill Site
Johnson County, Kansas
Sample Location:Sample ID:Sample Date:
OPL-5GW-JH-4014/25/1000
OPL-5JH-001
9/19/2000
OPL-5GW-JH-001
4/24/2001
OPL-5GW-JH-007
OPL-5GW-JH-003
5/7/2002
OPL-5GW-fH-002
4/29/2003
OPL-5GW-JH-O02
4/21/2004
OPL-5GW-JH-OO24/26/2005
OW-10aGW-JH-007
4/26/2000
OW-lOa .JH-008
9/20/2000
OW-lOaGW-fH-006
4/25/2001
OW-lOaGW-JH-003
9/25/2001
Parameter
Metals
Arsenic
Arsenic (Dissolved)Cadmium
Cadmium (Dissolved)Chromium TotalChromium (Dissolved)LeadLead (Dissolved)
Units
Mg/LMg/LMg/LMg/LMg/LMg/LMR/LMg/L
iS 'jii' 'SsBgl8.3 B
*S§§S;!Sy&3SgS|Sg
ND (0.3)9.6 B
ND (0.8)S'jS^ jJfi gi .'
ND(13)
fctSsSSHM^fi^?tSSSsfCSiSaSS^^flEt^sfe^i?
13.8ND(1.6) U
^^S^f^^.fND(1.9)
ND(5.7) U
ND(4.6) U
ND(0.31) U
ND (0.25) U
ND (2.0) UND (0.67)
1.5 BND(17)
.•^tysyifji8.6 B
ND(1.8) U
ND(071) U
187 ,ND(0.45)
t'3Q®6!&£$ND(13)
l ;:.io-5*i;5i5.2 B
ND(0.73) U
ND(0.40) U13.5
ND(0.83) U^jQ^kegvi"^;
ND(17)
;. :.;-2C£;«;
7.8 B
^••^J-SjB.-V-"'--ND (079)
25.6ND(13)
7j?Pi&%^S^ND(15)
r./,~-SSft ;•/';..;ND p.6) U
.ri-:i«l^*«v|ND(037) U
f^fJT^i^y.'-.^ND (0.85)
^^fiJ-iJi-s^J''','ND (1.4)
5.9 B4.5 B
Sitlfc3SiB..-..vLND (070)
9.6 BND(l.T)
" iS fs*;.
ND0.1)
--------
____
-— I
-
___
---
-
__
-
--
Volatile Oryanic Comvounds
1,2-DichloroethaneBenzene
Mg/LMg/L 19J ND (1.0) ND (1.0) ND (1.0) 0.86 J
ND (1.0)ND (1.0)
ND (1.0)ND (1.0)
ND(1.0)ND(1.0)
ND(1.0)0.18 J
Tebacnloroethene Mg/L 3.0Trichloroethene Mg/L 4.9
0.74] 1.4 ZOJ 1.4 2.4 ND (1.0) ND(l.O) ND (1.0) ND (1.0)
1.1 1.4 J 13 33 ND (1.0) ND(l.O) ND (1.0) ND(l.O)
Vinyl chloride ug/L 1.8 J ND(36) 0.34 J 0.81 J ND(33) 0.46 J ND (1.0) ND(1.0) ND(1-0) ND(1.0)
Notes:
Shaded analytical data exceeds a health-based standard.Bolded analytical data exceeds drinking water standards.Italicized analytical data exceeds surface water standards.
Mg/L
NDQBJU
Micrograms per liter i;The parameter was not analyzed and/or MCL not available \'tNot detected at the reporting limit in parentheses ' jConcentration between instrument detection limit and contract required detection limitEstimated concentrationQualified as not detected
TABLE 6.3c2000 TO 2005 LTMP Analytical Data Summary
Failey Formation Monitoring WellsDoepke-Holliday Landfill Site
Johnson County, Kansas
Sample Location:Sample ID:Sample Date:
OW-Wa OW-Wa OW-lOa OW-lOa OW-lOa OW-lla OW-llaGW-JH-003 GW-fH-009 GW-JH-007 GW-fH-007 GW-JH-007 GW-JH-006 JH-O07
9/27/20M 5/3/2002 4/34/2003 4/21/2004 4/27/2005 4/26/2000 5/20/2000
OW-lla OW-lla OW-lla OW-lla OW-lla OW-llaGW-JH-005 GVi-JH-002 GW-JH-008 GW-JH-006 GW-JH-006 GW-fH-O06
4/25/2001 9/25/2001 5/8/2002 4/30/2003 4/21/2004 4/27/2005
Units
ArsenicArsenic (Dissolved)CadmiumCadmium (Dissolved)Chromium TotalIhromium (Dissolved)Lead>ad (Dissolved)
Mg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/L
3.9 B-
ND(0.53) U-
ND(2.9) U-
ND(1.3)-
_
-----_
-
_
-------
_
---— i---
_
------
-
—-------
_
------
-
_
-------
_
-------
—-------
_
-_
----
-
_
------
-
_
-------
Volatile Organic Compounds
1,2-DichloroethaneBenzeneFetrachloroetheneIrichloroetheneVinyl chloride
Mg/LMg/LMg/LMg/LMg/L
_
---
-
ND(l.O)ND(1-0)ND (1.0)NDQ.O)ND (1.0)
ND(2.0)ND(2.0)ND(2.0)ND(2.0)ND(2.0)
ND (1.0)0.73 J
ND(1.0)ND(l.O)ND(l.O) '
036 J0.43 J
ND(1-0)ND(l.O)ND(1.0)
ND (1.0)0.082 J
ND (1.0)ND (1.0)ND (1.0)
ND (1.0)NDfl.01ND (1.0)ND (1.0)ND (1.0)
ND(1.0)ND (1.0)ND (1.0)ND (1.0)ND (1.0)
ND^l.0)ND (1.0)
• ND (1.0)ND (1.0)ND (1.0)
ND (1.0)ND (1.0)ND(l.O)ND (1.01ND(1.0) •
ND (1.0)ND (1.0)ND (1.0)ND (1.0)NDJ1.0)
ND (1.0)ND (1.0)ND (1.0)ND (1.0)ND (1.0)
ND (1.0)ND (1.0)ND (1.0)ND (1.0)ND(1.0)
Notes:
Shaded analytical data exceeds a health-based standard.Bolded analytical data exceeds drinking water standards.Italicized analytical data exceeds surface water standards.
Mg/L
NDQBJU
Micrograms per liter iThe parameter was not analyzed and/or MCL not availableNot detected at the reporting limit in parenthesesConcentration between instrument detection limit and contract required detection limitEstimated concentrationQualified as not detected '
c
Table 6.4 1999 to 2005 LTMP Analytical Data Summary for SeepsDoepke-Holliday Site
Johnson County, Kansasf^tyti&j&W
^•r-fJSaiihpie^f:^?^^feSMnfIS?»^s3M^*^.xfe^;:^V ivi-fcv+i:-, :••-.'-*•. ••.ffife^HiivJc.^T
<•• tfvi? -?.»-'>V.'- >'vK£Vv.7: "?;*.•• V->.:-, v
g^fgeR^urahwv-;» %il ^ ;%>*y
•^i-^^^mM^xm• ^£<^n^M$$$i$l
4/26/20004/26/20009/20/20009/20/20004/26/20009/20/20004/26/20004/26/20004/26/20009/20/20004/26/20009/20/20004/26/2000
GW-JH-012GW-JH-013 D
JH-010JH-011 D
GW-JH-017JH-014
GW-JH-014GW-JH-015GW-JH-011
JH-013GW-JH-016
JH-012GW-JH-010
Seep No.lSeep No.lSeep No.lSeep No.lSeep No.2Seep No.2Seep No.5Seep No.6Seep No.8Seep No.8Seep No.9Seep No.9
Seep No.10
3.2 B2.9 B3.0 B2.8 B
ND (0.3)ND (0.25)ND (0.3)ND (0.3)ND (0.3)
—0.31 B1.1 B
ND (0.3)
4/25/20014/25/20019/27/20019/27/20014/25/20019/27/20014/25/20019/27/20014/25/20019/27/20014/25/20019/27/20014/25/20019/27/20014/25/20019/27/20019/27/2001
GW-JH-010GW-JH-011 D
GW-JH-014GW-JH-015 D
GW-JH-016GW-JH-020GW-JH-014GW-JH-018GW-JH-015GW-JH-019GW-JH-009GW-JH-013GW-JH-013GW-JH-017GW-JH-012GW-JH-016GW-JH-012
Seep No.lSeep No.lSeep No.lSeep No.lSeep No.2Seep No.2Seep No.5Seep No.5Seep No.6Seep No.6Seep No.8Seep No.8Seep No.9Seep No.9
Seep No.10SeepNo.10Seep No. 11
4.8 B4.8 B
ND(1.7) UND(l.T) U
ND(0.20) UND(0.21) U
ND (0.15)ND (0.17)
ND (0.27) UND (0.44) UND(0.35) UND(0.29) UND(0.86) UND(0.73) UND (0.22) U
—ND (0.17)
^•' M^5/8/2.0025/8/20025/8/20025/8/20025/8/2002
GW-JH-012 DGW-JH-017GW-JH-016GW-JH-014GW-JH-015
Seep No.lSeep No.5Seep No.6Seep No.9
Seep No.10
2.6 B
——
ND(0.62) U—
^«?-aA^^^ • * • • : : • • • • ••w^mm^4/30/20034/30/20034/30/20034/30/20034/30/2003
GW-JH-011GW-JH-012 D
GW-JH-014GW-JH-010GW-JH-013
Seep No.lSeep No.lSeep No.2Seep No.8Seep No.9
4.4 B5.0 B
ND (0.29)ND (0.29)
0.77 B
)4/21/2004:4/21/20044/21/20044/21/20044/21/2004
GW-JH-010GW-JH-011 DGW-JH-013GW-JH-009GW-JH-012
Seep No.lSeep No.lSeep No.2Seep No.8Seep No.9
4.0 B4.2 B
ND (0.19)ND (0.19)
ND(0.88) U
4/2^20054/27/20054/27/20054/27/2005
GW-JH-011GW-JH-012 DGW-JH-013GW-JH-014
Seep No.lSeep No.lSeep No.8Seep No.9
2.9 B2.9 B
ND (0.20)0.73 B
Notes:Shaded analytical data exceeds a health-based standard.Bolded analytical data exceeds drinking water standards.Italicized analytical data exceeds surface water standards.
micro-grams per literThe parameter was not analyzed and/or Kansas surface water quality criterion notavailableNot detected at the reporting limit in parenthesesConcentration between instrument detection limit and contract required detectionlimitQualified as not detected
NDQB
U
Table 6.5 Summary of Seep Flow Rates; April 2000 through April 2005*Docpke-Holliday Site
Johnson County, Kansas
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Notes:* Seep flow rates were compiled from LTMP Annual Summary Reports
2 through 7 (Conestoga-Rovers and Associates 2000-2005)NA Seep was buried by a landslideNF Indicates seep was not flowing during site visit; therefore no sample was
collected• Observed flow was too low to measure. Flow rate was less than the lower limit
of resolution of 0.02 gpm.NM Not measured, seep no longer in LTMP
Table 6.6Summary of Landfill Inspections Since First Five-Year Review
Doepke-Holliday Site
' •••*4/25/2000
9/19/20004/24/2001
9/25/2001
5/8/20029/24/2002
19
2021
22
2324
Minor erosion near MW-5, north of MW-10,and NE and NW edge of capWeeds and some saplings on cap
Rust starting to appear on some MW casingsNoneTwo tire ruts noted on NW edge of capSmall area of stressed vegetationSediment buildup south of paved access roadThree erosion channels observed south of thepaved access roadVery small area of drainage net exposed in thecrushed stone at the toe of the cap in the NEportion of the capTopsoil sample collected for nutrient analyses
Bare area north of PZ-2, and near MW-5.Bare area NE of MW-5Weeds in SE riprap areaCrushed stone at toe of cap in NW portiondisplaced, exposing small amount of drainagenetSeveral areas of the cap were not supportingacceptable vegetative cover
Raked and reseeded
Cut weeds and saplings
Sanded and repaintedNARuts were filled with topsoil and reseededRaked, topsoil added and reseededSediment removed, area was raked and reseededErosion channels were filled with topsoil, reseeded andcovered with riprapThis and an adjacent area where the filter fabric was exposedwere covered with riprap
Results indicated that nitrogen fertilizer be applied at a rateof 30-40 pounds/acreRaked and reseededRaked and reseededWeeds were cutExposed net was covered with crushed stone
Inadequate vegetation was attributed to inadequate rainfalland recommended monitoring and potentially implementingreseeding with watering of re-vegetated areas
4/29/2003
Table 6.6 (Cont'd)
Bare area near drainage outlet north of accessroad
Raked and reseeded
Locks rusting Replaced locks on 6 wells9/24/2003 26 None NA4/20/2004 27 Areas of stressed/bare vegetation noted Raked and reseeded
Weeds growing in riprap swale Weeds were cutLocks rusting Replaced locks on 4 wellsGravel stockpile from adjacent aggregateoperation encroaching on crushed stone toe ofcap.
Stockpile was removed
10/13/2004 28 Bare area noted south of access road, west ofMW-5
Raked and reseeded in the spring of 2005
Two areas where small stockpiles of gravelfrom adjacent aggregate operation(Deffenbaugh) were encroaching on crushedstone toe of cap.
Stockpiles were removed.
Sediment buildup in two areas of vegetatedswale
Sediment build up was removed.
4/26/2005 29 Areas of stressed/bare vegetation noted Raked and reseededSediment buildup at north part of east riprapswale
Sediment build up was removed
NA = Not applicable
Figure 6.1MW-5 - Ethylbenzene and Xylenes (total)
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Figure 6.4OPL-5 - Benzene and 1,2-DCA
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7.0 TECHNICAL ASSESSMENT
7.1 QUESTION A: IS THE REMEDY FUNCTIONING AS INTENDED BY THEDECISION DOCUMENTS?
The review of the documents, analytical data, ARARs, institutional controls, and the results of the Siteinspection indicate that the remedy is functioning as intended by the ROD. Analytical results ofgroundwater samples collected over the course of the last five years as part of the LTM programindicate several contaminants exceeded regulatory levels in monitoring wells located within theboundaries of the capped former waste disposal area. The contaminant levels detected at mostmonitoring wells are similar to levels in the First Five-Year Review and have not migrated to the surfacewater based on the groundwater seep data. There are slight upward trends in the ethylbenzene and totalxylenes levels in monitoring well MW-5 chlorobenzene level in monitoring well MW-7, however, theresults from the most recent sampling event (April 2005) are still below the peak concentrationsdetected in past sampling events. 1,2-DCA levels in both wells OPL-2 and OPL-5 appear to betrending downward in the samples collected from the Farley Formation wells during the past 5 years.Monitoring of the groundwater and surface water (seeps) should continue to monitor the effectivenessof the cap.
O&M procedures have been effective in identifying problems and maintaining the cap integrity. ThePRPs have been diligent in their O&M activities and these should continue to ensure the long termintegrity of the remedy.
The institutional controls required in the consent decree, which consist of deed restrictions and limitingSite access, were emplaced in 1996. Although inactive, the site is currently used as an access route tothe active landfill cells adjacent to the Site, and therefore, has a manned check point, fencing, androutine patrols limiting access. A copy of the consent decree is recorded with the property deed at theJohnson County, Kansas Registry of Deeds. Based on this Five-Year Review, the institutional controlsrequired in the consent decree remain in place and are an effective part of the remedy.
7.2 QUESTION B: ARE THE EXPOSURE ASSUMPTIONS, TOXICITY DATA,CLEANUP LEVELS, AND REMEDIAL ACTION OBJECTIVES USED AT THETIME OF THE REMEDY SELECTION STILL VALID?
The land use remains the same and therefore the exposure assumptions used at the time of the remedyselection are still valid. No cleanup levels were established in the ROD because the remedy was to capwastes in place in order to prevent infiltration and subsequent migration. The basis of the RAOsspecified in the ROD was to cap the wastes in place to prevent direct contact and prevent infiltrationand subsequent migration of contaminants. The LTM program was implemented to assure thatmigration is not occurring. Deed restrictions were designed to restrict property use and futuredevelopment. The RAOs specified in the ROD are still valid and LTM results indicate that the remedyappears to be functioning as expected.
7-1
7.2.1 Changes in Standards and To-Be-Considereds
There have been no changes in the physical conditions at the Site that would affect the protectiveness ofthe remedy. The Site is situated in a highly developed area and the land use is zoned for industrialpurposes. Deed restrictions and controlled access to the Site property eliminate contact with the Site.There are no plans to develop the property for anything other than its current use.
As detailed in Section 6.4.1, the ROD recommended comparing Site-derived surface water data toKALs, and Site-derived groundwater data to MCLs or MCLGs. KALs have been replaced with theRisk-Based Standards for Kansas (KDHE, 2003) and the Kansas Surface Water Quality Standards(KDHE, 2004). In addition, several MCLs have changed since the first Five-Year Review (EPA, 2004and EPA, 2005). A review of newly promulgated or modified requirements of federal and stateenvironmental laws for this Second Five-Year Review is summarized in Table 6.2. This table shows thestandards identified during the ROD, and the most current applicable standards.
7.2.2 Changes in Exposure Pathways, Toxicity, and Other Contaminant Characteristics
No changes to exposure pathways were identified. The property adjacent to the subject Site was arock quarry at the time of the first Five-Year Review. This property is now being used as a landfill;however, the Site is still in industrial use. Access to this property and the Doepke-Holliday Site isrestricted by a manned check point, fencing, and routine Site patrols. The cap prevents direct contactwith wastes.
The COCs detected in groundwater and surface water (seep) samples remain consistent with thosedetected inpast samples, so there are no new or additional contaminant characteristics to consider.
7.3 QUESTION C: HAS ANY OTHER INFORMATION COME TO LIGHT THATCOULD CALL INTO QUESTION THE PROTECTIVENESS OF THEREMEDY?
No issues were identified that could call into question the protectiveness of the remedy in place. Asdetailed in Section 6.5.2, routine maintenance and repairs are required to maintain sufficient vegetativecover on the cap, keep weeds from fouling the riprap drainage swales, control the growth of weeds andsapling across the cap, and prevent sediment buildup in drainage areas. Maintenance and routineupkeep (mowing, fertilizing, etc) have been effective in maintaining the cap in generally good condition.
7-2
8.0 ISSUES
Table 8.1 summarizes the issues identified during the Second Five-Year Review that affect orpotentially affect the protectiveness of the remedy.
Table 8.1 Issues Identified during the Second Five-Year Review
Issue Currently Affects Protectiveness(Y/N/P)
Affects Future Protectiveness (Y/N/P)
Change in land use on adjacentproperty from aggregate quarryto landfill
N. Access is restricted and the Site iscapped, which prevents direct contactby workers.
N, if filling/reworking operations are conductedin a manner that does not compromise theprotectiveness of the engineered cap, and Sitesecurity is maintained.
Drastic increases in water levelsin well OW-l0a since the May2002 gauging event.
P. The cap may be compromised inthis area of this well, which iscompleted within the capped area.This could allow infiltration andsubsequent migration of COCs.
Y. The reason that water levels have increasedso dramatically in this well over the last 3 yearsis unknown. Possible sources include loss ofcap integrity, damaged well casing, or animproperly constructed well.
Groundwater samples withelevated metals concentrations
N. Elevated total metalsconcentrations of some metals exceedregulatory levels in some samples.However, dissolved metals levels arebelow detection limits in the samesample locations, indicating that thepresence of elevated levels of metalscan be attributed to suspendedparticulates in the water column.
N, if contaminants do not migrate
Groundwater samples withelevated VOC/SVOC concentrations
N. VOC/SVOCs have not migrated tothe groundwater seeps at levels thatexceed regulatory levels
N, if contaminants do not migrate
Problems with erosion of landfillcover
P. O&M inspections routinely identifyareas of bare/stressed vegetation andminor erosion. This could compromisethe integrity of the cap and allowinfiltration. However, all identifiedproblems of this nature are promptlycorrected.
N, if landfill cap continues to be maintained tosupport sufficient vegetation and preventerosion.
Adjacent operationsencroaching on landfill cap.
P. O&M inspections have twiceidentified instances where stockpiledgravel encroached on the cap. Thiscould compromise the integrity of thecap and allow infiltration. However inboth instances, the piles were movedpromptly.
N, if adjacent operations are confined to areasthat are not atop the landfill cap.
Using the Consent Decree as thedeed restriction.
N. The institutional controls requiredin the Consent Decree are currently inplace.
P. Review whether other more protectiveinstitutional controls may available in additionto those currently in place.
Y = Yes; N = No; P = Potential
8-1
9.0 RECOMMENDATIONS AND FOLLOW-UP ACTIONS
The selected remedy addresses all identified remedial action objectives. The remedy reduces the threatof direct contact with waste materials, eliminates the potential for future contact with waste materials,and eliminates the potential for future contamination of off-Site groundwater and surface water. The Siteremedy, an impermeable multi-layer cap, is in generally good condition and only minor problems wereidentified during the Site inspection conducted by EPA. The other components of the Site remedyinclude deed restrictions, long-term operation and maintenance, and long-term groundwater monitoring.The long-term operation and maintenance plan and the long-term groundwater monitoring program arebeing performed at the Site. Deed restrictions have been implemented at the Site.
One of the issues noted in this Five-Year Review involves the dramatically increasing water levels inwell OW-l0a after the May 2002 event. From September 2000 to May 2002, water levels in this wellremained fairly constant - fluctuating less than one foot. However, in April 2003, the water level roseover nine feet and continued to rise over the next two annual gauging events conducted in April 2004and April 2005. The water level elevation in this well increased from 893.97 feet msl in May 2002 to927.74 feet msl in April 2005; a change of over 35 feet. The water level in well OW-l0a has notfluctuated more than 4.5 feet from events from 1991 to 2002. CRA attributed these increasing waterlevels to the fact the Seep 3 was covered by a landslide and therefore the ability of groundwater todischarge from the Farley member was reduced. If this were the case, water levels in all wells finishedin the Farley would show an increase in water level. In fact, water levels inother wells completed inthe Farley formation (OW-11a, OPL-2 and OPL 5) have remained stable.
Well OW-l0a is completed through the landfill cap. The increase in water levels evident in well OW-l0awhile none of the other wells finished in the same formation show the same trend, indicates thatlocalized infiltration of the cap may be occurring in the area of this well or structural integrity of the wellmay be compromised. It is recommended that this area of the cap be inspected and the monitoring wellstructure be closely examined. After the cause has been identified, mitigation steps should be taken toreduce the infiltration of groundwater.
The hydrogeology at the Site is complex. As stated earlier, the water table elevations and groundwaterseep flow rates are erratic and do not necessarily correspond to local precipitation events. Therefore,EPA, KDHE, JCED, and Johnson County Water Department No. 1 will continue to provide oversightof the PRP's monitoring of the Site wells and groundwater seeps. EPA and KDHE will continue toparticipate in oversight of the operation and maintenance by the PRPs and their consultants. Theseactivities should ensure that any potential future migration of Site-related contaminants will be identifiedand addressed before contamination originating at the Doepke-Holliday Site adversely affect theKansas River, or impact human health and the environment.
9-1
10.0 PROTECTIVENESS STATEMENT
The Site remedy is in good condition and appears to be well maintained with only minor problems asnoted during the Five Year Review Site inspection. The multi-layer cap appears to be protective ofhuman health and the environment, as long as the PRPs continues to make a diligent effort to maintainsufficient vegetative cover and promptly address areas where minor erosion has occurred. EPA,KDHE, and JCED will continue to monitor the Site through regular Site inspections, by providingoversight of the PRPs O&M activities, and by evaluating the monitoring data submitted by the PRPs inthe Annual LTM reports.
10-1
11.0 NEXT REVIEW
The EPA Region 7 will conduct another five-year review of the remedy at the Doepke-Holliday Site inSeptember 2010.
11-1
12.0 REFERENCES
City of Shawnee, Kansas. 2004. City Land Use Guide. Accessed online on July 29, 2005 at:http://www.cityofshawnee.com/Maps/PDF/Land%20Use%20Guide%20July%202004.pdf
Conestoga-Rovers & Associates (CRA). 2005. Annual Summary Report No. 7; Long-TermMonitoring Plan. Deopke-Holliday Superfund Site; Johnson County, Kansas
CRA, 2004. Annual Summary Report No. 6; Long-Term Monitoring Plan. Deopke-HollidaySuperfund Site; Johnson County, Kansas
CRA, 2003. Annual Summary Report No. 5; Long-Term Monitoring Plan. Deopke-Holliday Superfund Site; Johnson County, Kansas
CRA, 2002. Annual Summary Report No. 4; Long-Term Monitoring Plan. Deopke-Holliday Superfund Site; Johnson County, Kansas
CRA, 2001. Annual Summary Report No. 3; Long-Term Monitoring Plan. Deopke-Holliday Superfund Site; Johnson County, Kansas
HydroGeoLogic. 2005a. Telephone conversation between Clark Rein, HydroGeoLogic, and JenniferDelisle, Kansas Biological Survey, regarding state-listed threatened and endangered specieslocated at the Doepke-Holliday Site. July 27, 2005.
HydroGeoLogic. 2005b. Email correspondence between Clark Rein, HydroGeoLogic, and DanMulhern, U.S. Fish and Wildlife Service, regarding federally-listed threatened and endangeredspecies located at the Doepke-Holliday Site. July 27, 2005.
Kansas Department of Health and Environment (KDHE). December 6, 2004. Kansas Surface Water Quality Standards. Located at:http://www.kdhe.state.ks.us/water/download/swqs_numeric_criteria.pdf. Accessed July 2005.
KDHE, 2003. Risk-Based Standards for Kansas RSK Manual - 3rd Version. Kansas department ofHealth and Environment, Division of Environment, Bureau of Environmental Health. March 1,2003.
Kansas Department of Wildlife and Parks. 2005. Online Database of State-listed Threatened andEndangered Species. Located at: http://www.kdwp.state.ks.us/news/other_services/threatened_and_endangered_species/ threatened_and_endangered_species/county lists/Johnson county. Accessed on July 27, 2005.
Kansas Geological Survey. 2005. Water Well Completion Records (WWC5) Database. Located at:http://www.kgs.ku.edu/Magellan/WaterWell/.
12-1
U.S. Environmental Protection Agency (EPA). July 2005. Five-Year Review Site Inspection Checklist.Doepke-Holliday Site. Johnson County, Kansas. Prepared by EPA RPM Shelley Brodie. Siteinspection conducted April 26, 2005.
U.S. Environmental Protection Agency (EPA). September 27, 2000. Five-Year Review.Doepke-Holliday Site. Johnson County, Kansas.
EPA. 2005. National Primary Drinking Water Standards. Located at: http://www.epa.gov/safewater/consurner/pdf/mcl.pdf. Accessed July 2005.
EPA. 2004. Current National Recommended Water Quality Criteria. Located at: http://www.epa.gov/waterscience/criteria/wqcriteria.html. Accessed July 2005.
U.S. Fish and Wildlife Service. 2005. Online Database of Federally-listed Threatened and EndangeredSpecies. Located at: http://mountain-prairie.fws.gov/endspp/CountyLists/KANSAS.htm.Accessed on July 27, 2005.
12-2
OSWERNo. 9355.7-03B-P
Please note that "O&M" is referred to throughout this checklist. At sites where Long-TeimResponse Actions are in progress, O&M activities may be referred to as "system operations" sincethese sites are not considered to be in the O&M phase while being remediated under the Superfundprogram.
Five- Year Review Site Inspection Checklist (Template)
(Working document for site inspection. Information may be completed by hand and attached to theFive- Year Review report as supporting documentation of site status. "N/A" refers to "not applicable.")
I. SITE INFORMATION
Site name: ^f)fjn \(f - \^0 iU ft fUA0 J
Location and Region:
Agency, office, or company leading the five-yearreview: £r PA
Date of inspection: &~() &O / ^-^f , ~iOOS
EPA ED: K5D^?^(!)/(?32^ ®l
Weather/temperature:dWnT.. ^ 10*
Remedy Incrades: (Check all that apply)v' T-nmK'll cover/containment Monitored natural attenuationI/ Access controls Groundwater containment
V Institutional controls Vertical barrier wallsGroundwater pump and treatmentSurface water collection and treatmentOther
Attachments: Inspection tram roster attached ' SlCB TTiflrt fftlSCDCu
EL INTERVIEWS (Check afl that apply).
1. O&M rite manaeer K£x> < »A 1v$J/£Cf
2.
Name 'Interviewed at site at office by phone PhoneProblems, suggestions; Report attached .,,
O&MitafT "Name
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3. Local regulatory authorities and response agencies (i.e., State and Tribal offices, emergencyresponse office, police department, office of public health or environmental health, zoning office,recorder of deeds, or other city and county offices, etc.) Fill in all that apply.
JoV\rUg>nContact.
NameProblems; suggestions; Report attached
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Name Title Un/> CAi/' /:13^ ^J^neProblems; suggestions; Report attached —
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4. Other interviewi (optional) Report attached.
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O.WER ,Vo. 9355.74JB-P
1.
2.
3.
4.
5.
6.
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(IL ON-SITE DOCUMENTS &
O&M DocumentsO&M manualAs-built drawingsMaintenance logs
Remarks f^jl /^OCU-rvvt0£fYC_e 9O( M,
RECORDS VERIFIED (Check all mat apply)
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Contingency plan/emergency response plan iXReadfly available Up to dateRemarks ^^f— c^x^O\J€_
O&M and OSHA Training RecordsRemarks "^>^f— &&z2^>*~r*-^ — *-
Permttf and Service AgreementsAir discharge permitEffluent dischargeWaste disposal, POTWOther permits
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Gas Generation Records Readily available Up to date ^/N/ARemarks
Settlement Monument Records
Gronndwater Monitoring RecordsRemarks ^r fir f*)L.l. 1 Cc_
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Discharge Compliance RecordsAirWater (effluent)
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OSWER No. $355. --03B-P
IV. OiM COSTS
1.
2.
O«tM OrganizationState in-house
»/PRP in-houseFederal Facility in-houseOther
O&M Cost RecordsVXReadfly available
Contractor for State,XConiractor for PR?
Contractor for Federal Facility
Up to dateFunding mechanism/agreement hi place
Original O&M cost estimate ~" Breakdown attached
Total annual cost by year for review period if available
From To Breakdown attachedDate Date Total cost
From To Breakdown attachedDate Date Total cost
From To Breakdown attachedDate Date Total cost
From To Breakdown attachedDate Date Total cost
From To Breakdown attachedDate Date Total cost
3. Unanticipated or Unusually High O&M Costs During Review PeriodDescribe costs and reasons: . / i
V. ACCESS AND INSTITUTIONAL CONTROLS . Cpplicable N/A
A. Fencing
1. Fencing damaged Location shown on site map i/Gates secured N/ARemarks
B. Other Access Restrictions
1. Signs and other security measures Location shown on site map N/ARemarks Ov-\U . 2^ -cTrrVi >*^rT*~. 0X &v<jTf'-\. <~ \mr , f ,M( p.,.- p v^ ^j _^
D-10
OSWEX No. 935S.7-03B-P
C. Institutional Control* (IC«)
I. Implementation and enforcement • /Site conditions imply ICs not properly implemented Yes YNo N/ASite conditions imply ICs not being fully enforced Yes K No N/A
Type of monitoring (e.g., self-reporting, driFrequency V/ \. 5
sible party/agencyContact A^LjJ
Name / . TitiJ Date Phone'
Reporting is up-to-date -/Yes No N/AReports are verified by the lead agency i^Yes No N/A
Specific requirements in deed or decision documents have been met "res No N/A
2.
D.
1.
2.
3.
Violations have been reported Yes "'NoOther problems or suggestions! Report attached
/W A-f ,•
Adequacy <s ICs are adequate ICs are inadequate
General
Vandalism/trespassing Location shown on she map t-No vandalism evident
Land use changes on cite <-W7A
Land use changes off site M^ARemarks
i N/A
N/A
VL GENERAL SITE CONDITIONS
A.
1.
Roads inapplicable N/A
Roads damaged {'Location shown on she map Hfoads adequateRemarks
N/A
D-ll
OSWERNo. 9J55.7-03B-P
B.
A.
1.
2.
3.
4.
5.
6.
7.
Other Site Conditions
Remarks. X\— {LC"y^ sr)&Y
C^\^jtr~ ^tji.<T> *^~f-t-e_>f-/^>V>4 /3 f^AO-1
T 1
V1L
Landfill Surface
Settlement (Low spots)Areal extentRemarks ./V
CracksLengthsRemarks
ErosionArea! extentRemarks (VO i -Q>
HolesArea! extentRemarks Y~& H~G"
t5~7
1 £4^ ^<5<3_ct4-^ ^U_^^OU^v-^L_,
^rvo^tAf t4v (LO-sfrfK^jd 0L*-4-0^ '^\\£\\ u_> &<_/— " A1 y^A dLc_ loo- ''vf-<si»<i
r rt Jo Kw t./'te \OOLi^<~^Lf /^L•-€. ^P QJsy^rt -fc cijO (o / f i /-/
U ^ "U
L.\NDFILL COVERS j^XppIicable N/A .•
Location shown on site map (^Settlement not evidentDepth
6/JfcF
Location shown on site map (^Gratking not evidentWidths Depths
Location shown on site map Erosion not evidentDepth .
f PjSifS**^. / Q A !i C*~\ ^_C>— AC- •J
Location shown on she map Holes not evidentLJCptfl \ \ j ^
<Sjj<->vi dL.C-v^c^<dL rv\ i V^\C>Y" 'O-'-^viro^juJ rVol^*^^(<=/ C>S^.
Vegetative Cover Grass ^Cover properly established No signs of stressTrees/Shrubs (indicate size and locations on a diagram)
Remarks
Alternative Cover (armored rock, concrete, e t c . ) ^ ^ , N/A . i vRemarks pn '" ff (j^ S~$ 2^ W Js I " T-< ^*^Csl ^i £_ Trx'-< 1 f\ €- V. l ^^f^t "U V^sS.S-v ' ^2
BulgesAreal extentRemarks
-A-C-H'/J-f-ecW ^^T^t-^7. '
Location shown on site map [^Stflges not evidentHeipht
D-12
OSWERNo. 93S5.7-03B-P
8. Wet Areas/Water DamageWet areasPondingSeepsSoftsubgrade
Remarks
et areas/water damage not evidemLocation shown on site map Area! extent.Location shown on site map Area! extent.Location shown on site map Areal extent.Location shown on site map Areal extent..
9. Slope InstabilityAreal extent
Slides Location shown on site map I^NO evidence of slope instability
£
B. Benches Applicable /J*A(Horizontally constructed mounds ofearth placed across a steep landfill side slope to interrupt the slopein order to slow down the velocity of surface runoff and intercept and convey the runoff to a linedchannel.)
1. Flows Bypass Bench Location shown on site map AA or okay
Bench BreachedRemarks
Location shown on site map iN/TCorokay
3. Bench Overtoppedfl
Location shown on site map
C. Letdown Channels Applicable(Channel lined with erosion control mats, riprap, grout bags, or gabions that descend down die steepside slope of die cover and will allow me runoff water collected by the benches to move off of thelandfill cover without creating erosion gullies.)
1. Settlement Location shown on site map r Ne^evidence of settlement
2.
3.
'Pffjtar^rf
Material DegradationMaterial rvpeRemarks
ErosionAreal extentRemarks
Location shown on site mapArcs! extent
Location shown on site mapDepth
1 N0'evidence of degradation
LNoevidence of erosion
D-13
OSWERHo. 9355 7-03B-P
4. UndercuttingArea! extentRemarks___
Location shown on site mapDeptb__
. Nb'evidence of undercutting
5. Obstructions Type. LMoc[6 obstructionsLocation shown on site map
SizeRemarks
Areal extent
6. Type.Excessive Vegetative GrowthLWlTevidence of excessive growth
Vegetation in channels does not obstruct flowLocation shown on site map
RemarksArea! extent
D. Cover Penetrations Applicable N/A
1.
4.
Gas Vents ActivePfupeily secured/locked FunctioningEvidence of leakage at penetration
L-N7A
PassiveRoutinely sampled Good condition
Needs Maintenance
Gas Monitoring ProbesProperty secured/locked FunctioningEvidence of leakage at penetration
Remarks
Routinely sampled Good conditionNeeds Maintenance
3. Monitoring Wells (within surface area of landfill)'t/Prpperry secured/locked Functioning I/routinely sampled W'Good condition
Evidence of leakage at penetration Needs Maintenance N/ARemarks
Leachate Extraction WeQsProperty secured/locked FunctioningEvidence of leakage at penetration
Remarks
Routinely sampled Good conditionNeeds Maintenance
5. Settlement MonumentsRemarks
Located Routinely surveyed
D-14
OSlVERNa. 93 5 5.7-03 &-P
E. Gas Collection and Treatment Applicable
I. Gas Treatment FacilitiesFlaring Thermal destructionGood condition Needs Maintenance
Remarks ;
Collection for reuse
Gu Collection Wells, Manifolds and PipingGood condition , Needs Maintenance
Remarks
3. Gas Monitoring Facilities (e.g., gas monitoring of adjacent homes or buildings)Good condition / . Needs Maintenance N/A
Remarks Wl n"
F. Cover Drainage Layer N/A
1. Outlet Pipes Inspected ,Remarks
^Functioning N/A> "- PI i
Outlet Rock InspectedRemaitoi fiJ .
, functioning( v^fLQ e
N/A
*"5-G. Detendon/Sedfanentation Ponds Applicable
1. SfltatkmArcal extent. Depm_Sfltation not evident
Remarks
2. Erosion Area! extent.fiSrosion not evidentRemarks
Depth.
Outlet WorkiRemarks
Functioning
4. DamRemarks.
Functioning
D-15
OSWERNo. 9355.7-G3B-P
H. Retaining WaBi Applicable
I. DeformationsHorizontal displacement.Rotational displacementRemarks L
Location shown on site map Deformation not evidentVertical displacement
DegradationRemarks
Location shown on site map Degradation not evident
L Perimeter Dttches/Off-Site Discharge K&pplicable N/A
1. SittationArea! extent.Remarks
1.
Location shown on site mapV'Jiltatkm not evidentDepth
^ c*f2. Vegetative Growth Location shown on site map
V^Vegetation does not impede flowAreal extent Type
N/A
ErosionAreal extent.Remarks
Location shown on she map Erosion not evident
Discharge StmctnreRemarks '
Functioning
VIDL VERTICAL BARRIER WALLS Applicable
SettlementAreal extent_Remarks
Location shown on site map_ Depth
Settletnentnot evident
2. Performance MonitoringType of monitoring.Performance not monitored
FrequencyHead differentialRemarks
Evidence of breaching
%
D-16
OSWERNo. 9355.7-03B-P
IX. GROUNDWATER/SURFACE WATER REMEDIES Applicable
A. Gronndwater Extraction Wells, Pumps, and Pipelines Applicable
1. Pumps, Wellhead Plumbing, and ElectricalGood condition AD required wells properly operating Needs Maintenance N/A
Remarks
2. Extraction System Pipelines, Valves, Valve Boxes, and Other AppurtenancesGood condition Needs Maintenance
3. Spare Parts and Equipment ' 'Readily available Good condition Requires upgrade Needs to be provided
B. Surface Water Collection Structures, Pnmps, and Pipelines Applicable
1. Collection Structures, Pnmps, and ElectricalGood condition Needs Maintenance
R , M , n t ,emancg
2. Surface Water Collection System Pipelines, Valves, Valve Boxes, and Other AppurtenancesGood Condition Needs Maintenance
Remarks "
3. Spire Parts and EquipmentReadily available Good condition Requires upgrade Needs to be provided
Remarks ; .
D-17
o. 9355.7-Q1B-P
C. Treatment System Applicable
1 .
2.
4.
5.
6.
Treatment Train (Check components that apply)Metals removal Oil/water separationAir stripping Carbon adsorbersFUlcrs
Bioremediation
Additive (e.g., chelation agent, flocculent)_OthersGood condition Needs MaintenanceSampling ports properly marked and functionalSampling/maintenance log displayed and up to dateEquipment properly identifiedQuantity of ground water treated annuallyQuantity of surface water treated annually.
Remarks .
Electrical Enclosures and Panels (properly rated and functional)/A Good condition Needs Maintenance
Tanks, Vault*, Storage Vesselsl/?5/A Good conditionRemarks
Proper secondary containment Needs Maintenance
Structure and AppurtenancesGood condition Needs Maintenance
ent BnOding(s)/A Good condition (esp. roof and doorways)
'Chemicals and equipment properly storedRemarks
Needs repair
Monitoring WeDs (pump and treatment remedy)^.Properly secured/locked Functioning \XRoutinery sampled Good conditionAll required wells located Needs Maintenance ^^ /• N/A
Remarks fY O VtOiri i^Cr L^^Jj— S^ /Ur€-> f\<SVnn <M\
D. Monitoring Data.
1. Monitoring Dataroutinely submitted on time Is of acceptable quality
2. Monitoring data suggests:X/Cjroundwater phnne is effectively contained V/Contaminant concentrations are declining ]
m
OSH'ERNo. 935S.7J)JB-/>
D. Monitored Natural Attenuation
1. Monitoring Wells (natural attenuation remedy)Properly secured/locked Functioning Routinely sampledAll required wells located Needs Maintenance
Remarks _ ;
Good condition
X OTHER REMEDIES
[f there are remedies applied at the site which are not covered above, attach an inspection sheet describingthe physical nature and condition of any facility associated with the remedy. An example would be soilvapor exliUbtibii.
XL OVERALL OBSERVATIONS,
A. Implementation of the Remedy
Describe issues and observations relating to whether the remedy is effective and functioning asdesigned. Begin with a brief statement of what the remedy is to accomplish (le., to contain contaminantplume, minimize infiltration and gas emission, etc.).
*
~Tci i_ Uu K T
irw ^DccjLjt rrT
B. Adequacy of O&M
Describe issues and observations related to the implementation and scope of O&M procedures. Inparticular, discuss their relationship to the current and long-term protectiveness of Ac remedy.
D-19
OSWERNo. 93S5.7-03B-P
Early Indicators of Potential Remedy Problems
Describe issues and observations such as unexpected changes in the cost of scope of O&M or a highfrequency of unscheduled repairs, that suggest that the protectiveness of the remedy may becompromised in the future.
.ALC C
D. Opportunities for Optimization
Describe possible opportunities for optimization in monitoring tasks or the operation of the remedy.
CS>N
D-20
200 400ft
LEGEND
PROPERTY BOUNDARY
LIMIT OF CAP
LTMP MONITORING WELL LOCATION
FREE PRODUCT
LTMP SEEP LOCATION
GROUNDWATER CONTOUR
NOTES: 1)LOCATIONSOFSEEPNo».1,3AND9ARE BASED ON FIELD SURVEY. ALLOTHER SEEP LOCATIONS ARE ESTIMATED.
2) MONITORING WELLS OPL-1. OPL-3,MW-SB AND EPA WELL ARE NOT INCLUDEDIN THE LTMP.
1) (FP) - INDICATES THAT FREE PRODUCT WASFOUND IN THE WELL. THE ELEVATIONIDENTIFIED IS FOR THE FREE PRODUCTSURFACE.
OPL-1
figure A.2
GROUNDWATER CONTOURSPLATTSBURG FORMATION, APRIL 2005DOEPKE-HOLLIDAY SUPERFUND SITE
Johnson County, Kansas
03796-33(040)GN-WA011 JUN 27/2005
LEGEND
.PROPERTY BOUNDARY.. EXISTING FENCE
OW-1IA * MONITORING WELL LOCATION-,(668.28) IDENTIFIER AND OROUNOWATER
ELEVATION (FT., AMSL)AMSL = ABOVE MEAN SEA LEVEL
NOTE: CONTOUR INTERVAL IS 1 FOOT.
Figure 2.6.29
CRA
GROUNDWATER CONTOUR MAPLOWER FARLEY ME MBER - JANUARY I99E
DOEPKE-HOLL1DAY SUPERFUND SITEJohnson County, Kansas
3 7 9 6 < T I - 6, 92 - REV. O- (C)
CD
931.00 •
928.00
925.00
922.00
919.00
CT 916.00
3 913.00
£ 910.00
'•g 907.00 ;
*0 904.00
WATER LEVEL HYDROGRAPHMONITORING WELL OW-lOa
DOEPKE-HOLLIDAY SUPERFUND SITEJOHNSON COUNTY, KANSAS
901.00
898.00
895.00
892.00
889.00
*Date
CRA3794MO)
^i_^«n*uo I t' ^ ^ ^ k V^-iv--^--_^-J VA.-.iWMji.-j
!
UH
1
d> <Date
figure E.1
SEEP FLOW RATESSEEP NO. 1
DOEPKE-HOLLIDAY SUPERFUND SITEJohnson County, Kansas
03796-33(040)GN-WA007 JUN 03/2005
l»-.l»ll*rt»J
Ol
15
10.3
0.2
0.1
Date
figure E.2
SEEP FLOW RATESSEEP NO. 2
DOEPKE-HOLLIDAY SUPERFUND SITEJohnson County, Kansas
03796-33(040)GN-WA006 JUN 03/2005
f--— \ t -'•** I '• -**lU^-.W./ U:r.-.^iv:f:/ V T-.o*
0.35 -r
0.3 •
0.25
1
1 0 . 2 -_o
^ 0.15
Eex
^ 0.1
0.05
0
\
\6p op op a\ dA dp w' dp ^ ^^ cy cj ^*" ?C^ cv cy ^^ c^ Qy** Q^
Cp ^> Cp oi> cf* v$C rt** t>*> CJ"* ^3> C* *i% cf* t»*v rt** t>it rf"' i>vv cf** &i>
Date .
figure E.3
SEEP FLOW RATESSEEP NO. 4
x^rTN DOEPKE-HOLLIDAY SUPERFUND SITE(JgX Johnson County, Kansas
03796-33(040)GN-WA005 JUN 03/2005
0.35
0.3
0.25
2I «•go^ 0.15
jo
'e- °-1
0.05
^ ^ d5"Date
,d5'
jS> jS>d38
figure E.4
SEEP FLOW RATESSEEP NO. 5
DOEPKE-HOLLIDAY SUPERFUND SITEJohnson County, Kansas
03796-33(040)GN-WA004 JUN 03/2005~~
V^wi*- '
os
1tt.
0.9
0.8
0.7
0.6
0.5
0.4
0.3
0.2
0.1 A
Date
Vd5"
figure E.5
SEEP FLOW RATESSEEP NO. 6
DOEPKE-HOLLIDAY SUPERFUND SITEJohnson County, Kansas
03796-33(040)GN-WA003 JUN 03/2005
CT3 CT3
0.225
0.175
0.15
0.125
I
So 0.075
•a o.os
0.025
Date
figure E.6
SEEP FLOW RATESSEEP NO. 8
DOEPKE-HOLLIDAY SUPERFUND SITEJohnson County, Kansas
03796-33(040)GN-WA002 JUN 03/2005
i.'.-.' '. -y \il:: *'t;t*i Vuwuuic*/
ttrf-l
*OS
1E«x
Date figure E.7
SEEP FLOW RATESSEEP NO. 9
DOEPKE-HOLLIDAY SUPERFUND SITEJohnson County, Kansas
03796-33{040)GN..WA001 JUN 03/2005
CUD
Well ID
CttU±2U±M
TABLE A.1
SUMMARY OF GROUNDWATER ELEVATIONSOCTOBER 1991 THROUGH APRIL 2005
DOEPKE-HOLLIDAY SUPERFUND SITEJOHNSON COUNTY, KANSAS
Oct-91 Jan-92 Aug-92 Dec-92 Mar-93 Jun-93 Sep-93 Dec-93 Mar-94
Page 1 of 4
Jun-94
Overburden Unit
MW-9/9aOW-13OW-14
817.84868.41788.35
815.93868.81788.87
816.47868.92788.63
814.87869.89789.61
815.22869.89789.26
81454869.91788.54
816.08870.70788.91
815.43869.89788.89
815.51869.85788.71
815.77869.74788.55
Plattsburg FormationMW-5 944.34MW-6 940.13
MW-7 932.92PZ-1PZ-2
946.97941.13
933.46940.31939.37
946.42939.69
933.4894030936.99
952.03944.85
934.67945.24940.92
949.43944.06
935.95944.03940.88
951.8194539
936.84945.92941.64
953.87946.52
935.54949.32942.13
949.19942.99
934.66943.44940.82
948.96942.87
934.75942.81940.67
946.14941.46
934.18941.03938.92
Farlev MemberOW-lOaOW-llaOPL-2OPL-5
890.00888.20
.
890.57888.20
894.56892.43
890.55888.29
89136888.93
•" .
892.57889.11
— _
•"•
• 891.77889.56912.74912.85
891.69889.42911.84911.99
891.41889.41911.98912.14
891.84889.74
910.33910.42
CRA3796(40)
CD CD CD CZ3 CZ3
Scp-94 Dcc-94
TABLE A.1
SUMMARY OF GROUNDWATER ELEVATIONSOCTOBER 1991 THROUGH APRIL 2005
DOEPKE-HOLLIDAY SUPERFUND SITEJOHNSON COUNTY, KANSAS
Mar-95 Jul-95
Page 2 of 4
Sep-95 Dec-95 Mar-96 Jtm-96 Sep-96 Dec-96
Overburden Unit
MW-9/9aOW-13OW-14
Plattsburg FormaticMW-5MW-6MW-7PZ-1PZ-2
Farley MemberOW-lOaOW-llaOPL-2OPL-5
815.77869.74788.55
944.61940.40
933.06941.80938.20
890.96888.99908.35908.42
814.90868.32788.58
945.27940.92
939.70 (FP)942.43939.41
890.57888.48908.74908.83
•
815.75868.72788.64
948.37941.15
933.25 (FP)942.01939.61
891.26889.03909.61909.69
815.12 (1)
869.63788.03
947.66941.78
933.98 (FP)(2)
941.34938.73
891.05888.81908.87908.98
817.43868.90789.16
945.25940.45
935.37 (FP)941.3793858
891.61888.57908.94908.97
817.28867.62788.66
944.02939.97
933.64 (FP)940.05938.20
891.39 •889.03908.01907.96
817.13868.12788.60
943.63939.34
936.01 (FP)940.05937.69
891.72889.86907.36907.31
817.15869.13788.98
949.28941.73
939.41 (FP)946.45940.97
891.17888.21910.39909.58
817.19868.64789.12
947.39940.32
937.80 (FP)941.54938.32
891.93888.63909.20909.27
817.35868.83788.73
947.80941.54
932.19 (FP)943.48940.28
891.72888.73911.55911.62
CRA 3796(40)
l=.-r^ -»::J " t-'iuwir; J li?Vi«w«£j'
Well ID Mar-97 Jun-97
TABLE A.I
SUMMARY OF GROUNDWATER ELEVATIONSOCTOBER 1991 THROUGH APRIL 2005
DOEPKE-HOLLIDAY SUPERFUND SITEJOHNSON COUNTY, KANSAS
Sep-97 Dec-97 Mnr-98 Jun-98
Page 3 of 4
Sep-98 Apr-99 Oct-99 Apr-00
Overburden Unit
MW-9/9aOW-13OW-14
817.15868.76789.00
817.15868.96789.12
817.21868.46788.68
817.36868.98788.68
817.486956789.04
817.338695789.04
817.47869.59789.14
817.22869.75790.65
Overburden Unit
MW-9/9aOW-13OW-14
Plattsburp FormatKMW-5MW-6
MW-7PZ-1'PZ-2
Farlev MemberOW-lOaOW-llaOPL-2OPL-5
817.15868.76789.00
948.19941.90
932.60943.8794050
89158888.52911.64911.74
8173 817.1586858 867.54 (WB)788.79 788.29
MW-5MW-6
MW-7PZ-1'PZ-2
948.19941.90
932.60943.8794050
947.4194051
9325094258939.04
944.16939.20
932.17 (WB)0'940.44937.44
949.03940.44
932.47942.69938.22
950.7942.58
934.61946.22940.86
947.41941.02
930.48 (WB)944.5193937
948.45942.12
932.36945.24939.93
950.3943.13
933.33948.7494234
944.43939.81
931.39940.36937.91
945.07940.12
931.74940.93938.55
Farley MemberOW-lOaOW-llaOPL-2OPL-5
8915888852911.64911.74
891.44888.30909.89909.97
891.90889.24907.5590752
891.32888.22907.83907.83
891.84888.24910.76910.78
891.67 •888.36909.67909.66
891.98888.19910.3891035
894.53893.92912.62912.66
893.75895.27907.78907.72
893.14893.16908.99905.20
CRA 3796(40)
Well ID Sep-00 Apr-01
TABLE A.I
SUMMARY OF GROUNDWATER ELEVATIONSOCTOBER 1991 THROUGH APRIL 2005DOEPKE-HOLUDAY SUPERFUND SITE
JOHNSON COUNTY, KANSAS
Sep-01 May-02 April-03 April-04 April-OS
Page 4 of 4
Overburden Unit
MW-9/9aOW-13OW-14
Plattsburg FormatiiMW-5MW-6
MW-7PZ-1PZ-2
Farley MemberOW-lOaOW-llaOPL-2OPL-5
817.34867.54 (WB)
789.99
943.56939.84
931.87940.02937.54
892.68891.28907.34907.21
817.17867.54 (WB)
792.25
948.99942.98
933.25946.32940.89
893.26892.79911.96911.98
817.07867.54 (WB)
792.15
947.82'940.43932.52942.5193827
892.59890.58908.29908.25
817.1886754 (WB)
789.67
949.53941.17932.47947.38940.97
893.97890.91910.59910.59
817.18867.54 (WB)
789.06
944.64938.56
931.77942.39937.51
903.29892.50906.67
. 906.69
817.20867.54(WB)
789.73
946.76941.63
931.46 (FP)941.83938.74
917.10892.06908.62908.58
81723867.54 (WB)
788.08
945.90941.05
932.23 (FP)941.63938.72
927.74892.09908.5290854
Notes:
1 Groundwater elevations are listed in feet above mean sea level (ft AMSL).2 (FP) - Indicates that free product was found in the well. The elevation identified is the top of surface of liquid.3 (WB) - Indicates that no water was present in the well. The elevation identified is for the well bottom.
CRA3796(40)
.
nu
d
ITABUS B.1
I
1999 TO 20051.TMP ANAtYriCAL DATA SUMMARYOVERBURDEN UNIT MONITORING WELLS
DOEPKE-HOLUDAY SUPERFUND SITEJOHNSON COUNTY. KANSAS
Page 1 of3
3* Sample Location:Sample ID:Sample Date:
|| Parameter • .
Metals
XQm Arsenic
Arsenic (Dissolved)Barium
ft Barium (Dissolved)•1 Cadmium
Cadmium (Dissolved)Chromium Total
^5>^ Chromium Total (Dissolved)J Copper
Copper (Dissolved)Lead
If Lead (Dissolved)|| Mercury
Mercury (Dissolved)Nickel
M Nickel (Dissolved)If Zinc
Zinc (Dissolved)
|'j ^^ Semi-volatile Organic Compounds
1,2,4-Trichlorobenzene7| 1,2-DichlorobenzeneI 13-Dichlorobenzene
& 1,4-Dichlorobenzene2,2'-oxybis(l-Chloropropane) (bis(2-chloroisopropvl) ether)
•^ 2,45-Trichloropheno)| 2,4,6-Trichlorophenol^ 2,4-Dichlorophenol •
2,4-Dimeuiylphenol1 2,4-DmitrophcnolI 2,4-Dinitrotoluene* 2,6-Dinitroroluene
2-Chloronaphthalene"J 2-Chlorophenol| 2-Methylnaphthalene' 2-Melhylphenol
2-Nitroaniline3 2-NitrophenoI\ 3,3'-Dichlorobertzidine
3-Nitroaniline4,6-Dinitro-2-methylphenoI
V 4-Bromophenyl phenyl ether1 4-Chloro-3-methyrphenol
4-Chloroaniline4<3vlorophenyl phenyl ether
1 4-Melhylphenol
i 4-Nitroaniline
• m^^.^9CRA J796(10)
Units MCL
pg/L 50Pg/L -pg/L 2000Pg/L . -Pg/L , 5Pg/L : -pg/L 100Pg/L -pg/L .1300Pg/L - -Pg/L 15Pg/L -Pg/L : 2
Pg/L ' -Pg/L -Pg/L -Pg/L -Pg/L -
Pg/L 70Pg/L 600Pg/L -Pg/L 75PK/L -Pg/L -Pg/LPg/L -Pg/LPg/LPg/LPg/L -Pg/L -Pg/LPg/L -Pg/LPg/L -Pg/LPB/L -Pg/L -P6/L -Pg/L -Pg/L -Pg/L -Pg/L -Pg/LPg/L
MW-9aGJV-/HPK-OOS
4/28/1999
3.4 BND(2.2)
118 B82.6 B
ND(0.20)ND(0.28) U
1.6 B1.6 B2.8 J
ND(l.O) UJND(1.2)ND(1.2)ND(0.10) •ND(0.10)
5.0 B6.6 B
ND(32.2) UND(66.0) U
ND(IO)ND(10)ND(10)ND(10)ND (10)ND(10)ND(10)ND(10)ND (10)ND(50)ND(10)ND(10) .ND(10)ND (10)ND(10)ND(10>ND(50)ND(10)ND(20)ND(50)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)
MW-9aGW-JOFK-009
412811999Duplicate
NDC2.2)2.4 B
93.7 B92.8 B
ND (0.22) UND(0.20)ND((L70)
0.74 B1.2J
ND(1.0) UJND(1.2)ND(L2)ND(0.10)ND(0.10)
3.9 B5.1 B
ND(20.8) UNDO63) U
_
--
MW-9aGW-102799-009
10/27/1999
ND(23)ND(23)
228 ;
77.2 BND(0.21) U
ND(0.2)4.5 B
ND(0.8)195 BJ
ND(0.7)UJND(l.l)
NDO-1)ND(0.2)ND(0.2)
9.2 BND(8.9)
ND(21.2)UND(63) U
__ND(10) .._•.ND(IO) .ND(IO)ND(10)
MW-9a MW-9aGW-JH-009 . JH-009tf26t2000 9I20J2000
3.4 B 3.2 BND (2.9) 4.9 B
254J 144B71.8 BJ 63.0 B
ND(0.3) 0.26 BND(0.3) ND(0.25)
6.6 B ND(3.7) UND (13) U ND (1.1)
21-2 B 125 BND03) 2.2 B
3.8 ND0.9)ND(1.6) U NDO-9)
0.042 BJ RND (0.037) UJ R
10.1 B 11.4 B4.2 B 7.8 B27 27.7
5.8 B 51.9
ND-OO) ND.(10)NDOO) ND(10)ND(10) ND(10)ND(10) ND(10)
MW-9aGw-jH-Goe4/25/2001
2.4 B13 B
68.9 B59.4 B
ND(032) UND(032) UND(p.67)NDftj.67)ND(i!3) UND(054)ND(1.2)
ND(li)ND(0.10)ND(0.10)ND(6.7) UND(E.9) U
ND(17.7) UND(liT) U
-NDflO)ND>10)NDOO) "NDrtO)
ND(«rt NDLOm NDJ101 NimW
-----_
--_
_
—_
--
—_
—---
ND(10)ND (10)ND(10)ND(10)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(10)ND(20)ND(50)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)
ND(10) ND(10)ND(10) ND(10)ND(10) ND(10)ND (10) ND (10)ND(50) ND(50)ND(10) ND(10)ND (10) ND (10)ND(10) ND(IO)ND(10) ND(IO)ND(10) ND(IO)ND(10) ND(IO)ND(50) ND(50)ND(10) NDOO)ND(20) ND(20)ND(50) ND(50)ND(50) ND(50)ND(IO) ND(IO)ND(10) ND(10)ND(10) ND(10)ND(10) ND(10)ND(10) ND(10)ND(50) ND(50) UJ
ND(10)ND(10)ND(10)ND(10)ND(50)ND(10)
ND(10)ND(10)ND:<IO)HD(10)NDOQ)ND(50)ND(10)NDPO)ND(50)ND(50)ND(10)ND'(io)NDfib)ND(JO)ND(lo)ND.(50>
;
MW-9aGW-JH-004
912612001
ND(l-T)ND (1.7)
126 B61.1 B
ND(005) UND(0.17)ND(1.4) UND(0.45)
10.7 BND(0.82) UJ
ND(13)ND(1.3)
ND(0.10) UJND(0.10) UJ
9.6 B7.1 B54.68.1 B
NDOO)
ND(10)ND(10)
ND(IO)ND(10)ND(IO)ND(10)ND(10)ND(10)
ND(50) UJ.ND(10)ND(10)ND(10)ND(IO)ND(IO)ND(10)ND(50)
ND(10)ND(20)ND(50)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)
MW-9aCW-JH-010
SI '8/2002
3.2 B43 B64.7 B672 B
ND(0.49) UND(038) UND(1.3) U
NDO-1) UND(2.7) UND (0.94)ND(1J!)ND(l^)
ND(0.10) UJND(0.10)
5.9 B7.6 B24.9
ND(12)U
ND<10)ND(10)
NDOO)NDOO)ND(10)ND(10)ND(10)ND(IO)ND(10)ND(50)ND(10)ND(10)ND (10)NDOO)ND(10)ND(10)ND(50)
ND(10)ND(20)ND(50)ND(50)ND (10)NDOO)ND(10)
ND(10)ND(10) .ND(50)
MW-9aGW-JH-0094/30/2003
ND(2J)ND(23)
85.4 B65.9 B0.40 B0.34 B2.4 B
NDO3)2.4 B
ND(U)ND(15)NDO-5)
ND(0.10) UJND(0.10) UJ
6.6 B56B77 B73B
NDOO)ND(10)
ND(10)ND(IO)ND(10)ND(10)NDOO)NDOO)ND(IO)ND(50)ND(10)ND(10)NDOO)
ND(10)ND(10)NDOO)ND(50)ND(IO)NDPO)ND(50)ND(50)ND(IO)NDOO)ND(IO)ND(IO)ND (10)ND(50)
MW-9aGW-JH-OOS4/21/2004
ND(43) UND(23) U
875 B78.4 B
ND(0.41) \1ND(0.36) UND(2.0) UND(2.0) U
1.3 BND (0.90)
1.6 B1.9 B
ND(0.10) UJND(0.10)ND(5.6) UND(6.2) UND(7.7) UND(4.5) U
ND(10)ND(10)ND(10)ND(10)ND(IO)NDOO)NDOO)ND (10)ND(10)NO (50)
ND (10)ND(10)ND(10)ND (10)ND(10)NDOO)ND(50)ND(10)ND(20)ND(50)ND(50)
ND(10)ND(W)ND(10)ND(10)NDOO)ND(50)
MW-9a MW-9a , OW-13GW-JH-009 GW-JH-010 GW-jHPK-OO
412712005 412712005 4/28/1999Duplicate
2.9 B6.7B 4.9 B13288Z2 B 79.0 B
ND(0.20)ND (O20) ND (0.20)
3.0 BND(Z2)
194 B112 B
ND(0.29) UND(0.20)
4.5 B - ) 0.75 B4.0 B 3.7 B ND(0.70)85B1.2 B ND(1.0)1.8 B2.2 B ND(l-l)
ND(0.10) UJND(0.10) UJ ND(0.10) UJ
95 B85 B 7.0 B
ND03-7) UND(ll.O) U ND(5.0) U
NDOO)ND(10)
ND(1.0) UJNT) (1-0) UJ
1.9 BND(1.2)
ND(0.10)HD(0.10)
53 B3.2 B
ND(18.7) u
ND(7.6) U
NDOO)ND(10)-
ND(10) - ND(10)ND(10) - ,ND(10)ND(10)ND(10)
ND(10)ND(IO)NDOO)ND(50)ND(10)ND(10)
ND(10)ND(IO)ND(IO)ND(10)ND(50)ND(10) -ND(20)ND(50)ND(50)NDOO)ND(IO)
ND(10) .ND(!0)ND(10)ND(10)ND(10)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)
NDOO)ND(50)ND(10)ND(20)ND^SO)ND(50)ND(10)ND(lO)
ND(IO) - ND(10)ND(10)ND(10)NDPO)
ND(IO)ND(10)ND{50)
OW-13 OW-I4 . OIV-I4 OW-14 .GW-jHPK-007 GW-102799-008 GW-JH-OO1 GW-JH-001 GW-/U-WI
10/27/1999 4/29/2003 4/20/2004 4/26/2005
16.912.6
124 B81.9 B1.1 B036 BZ9B
NDO-3)5.6 B
ND(U)2.2 B
ND(1J)ND(0.10) UJND(0.10) UJ
12.7 B7.4 B53.316.6 B
ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(10)ND(20)ND(50)ND{50)ND(10)ND(10)
ND(10)ND(10)ND(10)ND(50)
18515.1
93.9 B77.7 B
ND(0.6S) UND(0.19)ND(0-85)ND(0.85)
Z3B
ND{0.90)1.6 B
ND(L4)ND(0.10) UJND(0.10)
8.8 B7.5 B174IB
ND(9.8) U
NDOO)NDOO)NDOO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(10)ND(10)ND(10)ND(10) .ND{10)ND(10)ND(50)ND(10)ND(20)ND(50)ND(50)ND(10)ND(10)ND (10)ND(10)ND(10)ND(50)
13.810.5 .
86.5 B78.3 B
ND(0.20)ND(0.20)ND(l.T)ND(1.7)
ND(1.3) UND(1.0)ND(l.l)ND(l.l)
ND(O-IO) UJND(0.10) UJ
73 B5.4 B20.1
ND(13.7) U
ND(10)ND(10)ND(10)ND(10)ND(IO)ND(10)ND(10)ND(10)ND(10)ND(50)ND(10)ND(10) .ND(10)ND(10)ND(10)ND(tO)ND(50)ND(10)ND(20)ND(50)ND(50)ND(10)ND(10)ND(10)ND(IO)ND(IO)ND(50)
TABtEB.1 Page 2 of3
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARYOVERBURDEN UNIT MONITORING WEUS
DOEPKE-HOtUDAV SUPERFUND SITEJOHNSON COUNTY. KANSAS
Sample Location:Sample ID:Sample Date:
Parameter
4-NitrophenolAcenaphtheneAcenaphthyleneAnthraceneBenzo(a)anthraceneBenzo(a)pyreneBenzo(b)fluorantheneBenzc(gJu)peiyleneBenzo(k)fluoranlhenebis(2-Chloroe(hoxy)methanebis(2-Chloroethyl)elherbisC2-Ethylhexyl)phlhalateButyl benzylphthalateCarbazoleChiyseneDibenz(a40anthraceneDibenzofuranDietivyl phthalateDimethyl phthalateDi-n-butylphthaJaleDi-n-octyl phthalateFluorantheneFluoreneHexachlorobenzeneHexachlorobutadieneHexachlorocydopentadieneHexachloroethaneIndeno(l,2,3-ccl)pyreae
' IsophoroneNaphthaleneNitrobenzeneN-Nitrosodl-n-propylaniineN-NitrosodJphenylaminePentachlorophenolPhenanthrenePhenolPyrene
Unite MCL
02
pg/t
Cg/L -
Pg/t- -
Pg/L 50
AgA.PgA. -
Pg/L -PgA. -Pg/L 1
Pg/L -Pg/L -
CRA 3796(40)
MW-9a MW-9aIW-JHPK-008 GW-JHPK-W
4/2811999 4/28/1999Duplicate
ND(50)ND(IO)ND(10)ND(W)ND(10)ND(10)ND(10)ND(IO)ND(10)ND(10)NDOO)ND(W)NDOO)ND(10)ND(10)NDOO)ND(10)ND(IO)ND(10)ND(10)NDOO)ND(10)ND(IO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)NDOO)ND<10)ND(10)NDOO)ND(50)ND(10)NDOO)ND(W)
MW-9aW-102799-00910/27/1999
ND(50) UJND(10)ND<10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND{10)ND(IO)ND(10)ND(10)ND(IO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND (10)NDOO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)
NDOO)ND(10)ND(50)ND(10)ND(10)ND(10)
MW-3aGW-JH-0094/26/2000
ND(50)ND(10)ND(10)NDaO)ND(W)NDOO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)
NDOO)ND(10)ND(10)ND(10)ND(10)
5.0 JND(10)ND(10)ND(10)ND(10)NDOO)NDOO)ND(10)ND(10)NDOO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(IO)ND(50)ND(10)ND(10)
ND(10)
MW-9aJH-QQ9
9/20/2000
ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)
• ND(10)ND(10)ND(10)ND(10)
ND(10)ND(10)ND(10)ND(IO)ND(10)ND(IO)ND(10)ND(10)NDtlO)ND(10)ND(10)ND(IO)ND(10)ND(10)ND(10)ND(10)NDOO)ND(10)ND(10)ND(IO)ND(10)ND(10)NDC50)ND(10)ND(10)ND(10)
MVf-9aGW-tH-008
412512001!
• ' It
ND(50)ND(10)ND.(IO)ND{10)ND(JO)ND(10)ND(10)Nb(lO)ND(JO)ND(IO)NDOO)ND(IO)ND(10)ND(10)ND'(IO)ND'(10)ND(10)ND(10)ND(10)Nb'(10)ND (10)ND(10)ND'aO)ND'(IO)ND(10)ND(10)ND(IO)ND(K>)ND'(ID)ND(10)ND(10)ND(10)NDilO)ND(50)ND(IO)ND(10)
ND(10)
MW-9aGW-fH-004
912612001
ND{50)ND(10)ND(10)ND(10)ND(10)ND(10)
ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(IO)ND(10)ND(10)ND(10)
ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)NO (10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(10)ND(10)NDaO)
MW-9aGW-PJ-010
SIS/2002
ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND{10) 'NT) (10)ND(10)ND{10)ND(IO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)NO (10)ND(10)ND(IO)ND(10)NDflO)ND (10)ND(10)ND(10)ND(10)ND(SO)ND(10)ND(10)ND(10)
MW-9aGW-/H-0094/30/2003
ND(50)ND(10)ND(10)ND(10)
ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)
ND(10)ND(10)NO (10)NDOO)ND(10)ND(10)
ND(10) UJND(JO)ND(10)
ND(10)ND(10)
NDC10)ND(10)ND(10)ND(50)ND(10)
ND(W)ND(10)
MW-9aGW-JH-1M8
412112004
ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)NDaO)ND(10)ND(10)ND(10)
ND(10)N.D(IO)
ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)
ND(M>)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10) .ND(10)ND(10)ND(10)ND(50)ND(10)ND(10)
ND(10)
MW-9aGW-fH-009
412712005
ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)
ND(10) UND(IO)ND(10)ND(10)ND(10)ND(IO)
ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)
ND(10) UJND(10)NDOO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)
ND(W)ND(10)ND (10)
MW-9a \ OW-13 OW-13fHPK-007 GW-102799-M
4/27/2005 I 4/28/1999 10/2711999Duplicate \ • ' .
IND(50)ND(10)ND(IO)ND(10)ND(IO)Np(10)ND(10)ND(10)ND(10)ND(10)ND(10)NO (10)ND(10)ND(10)ND(10)
:ND(10)ND (10)ND(10)Mb (10)ND (10)NbOO)Nb(10)ND(10)
OW-14 OW-14 OW-14GW-JH-001 GW-lH-001 GW-JH-001
4/2912003 4/20/2004 4f26f2O05
Nb<10)Nb(IO)
IND(IO)Nb(10)IND(IO)|Nb(10)ND(10)Np(10)
(NCJ(50>IND(IO)INDJOO)JND:(IO)
NO (50)ND(10)ND(10)ND(10)
ND(10)ND(10)ND(10)ND(10)ND(10)ND(IO)
ND(10)Z8J
NDOO)ND(10)ND(10)
ND(10>ND(10)ND(IO)ND(IO)ND(10)
ND(10)ND(10)ND(10)ND(10)ND(IO)ND(IO)ND(10)ND(10)ND(10)ND(IO)ND(10)NDOO)ND(10)ND(50)ND(10)ND(10)
ND(10)
ND(50)NDOO)ND(10)NDOO)ND(10)ND(iO).ND(10)NDOO)NDOO)ND(10)ND(10)ND(10)ND(IO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(IO)ND(10)ND(10)ND(IO)ND(10)
ND(W)NDOO)NDOO)NDOO)ND(IO)ND(10)ND(IQ)ND(50)ND(IO)ND(10)
NDOO)
ND(50)ND(10)ND(IO)ND(10)ND(10)NDOO)ND(IO)ND(10)ND(10)
ND(10)ND(10)
1-1 JND(IO)ND(10)ND(10)ND(10)ND(10)
ND(10)ND(10)ND(10)ND(IO)ND (10)ND(10)ND(IO)ND(10)
ND(10) UJND(IO).ND(IO)ND(10)
NDOO)ND (10)ND(10)ND(IO).ND(50)ND(10)ND(10)ND<10)
TABLE B.1 Page 3 of 3
1J
Sample Location:Sample ID:Sample Date;
Parameter
Volatile Organic Compounds
1,1,1-Trichloroethane1,1,2/2-Tetrachloroelhane1,1,2-Trichtoroethane1,1-Dichloroefhane1,1-DichJoroethene1,2-Dichloroelhane1 J-DicWoroethene (total)lv2-DfcWoropnopane • • • • •2-Butanone (Methyl Ethyl Ketone)2-Hexanone4-Melhyl-2-Pentanone (Methyl Isobutyi Ketone)AcetoneBenzeneBromodichloromelhaneBromoforfnBromomelhane (Methyl Bromide)Carbon disulfldeCarbon tetrachlorideChlorobenzeneCWoroethaneChloroform (Trichloromethane)Chloromelhane (Methyl Chloride)cis-l,3-DtcnloropropeneDibromochloromethaneEthylbenzeneMethylene chlorideStyreneTetrachloroelheneToluenetrans-l,3-Dichh>iupi openeTrichloroelheneVinyl chlorideXylene (total)
CRA 3796 <4O)
1999 TO 2005 LTMPANAiytlCAL DATA SUMMARYOVERBURDEN UNIT MONITORING WELLS
DOEPKE-HOLUDAySUPERFUNDSITEJOHNSON COUNTY, KANSAS
Units MCL
MW-9a MW-9a MW-9a MW-9a MW-9aGW-JUPK-OOS GW-JHPK-009 GY/-1O2799-009 GW-JH-009 JH-O09
4/28/1999 4/28/1999 10/27/1999 426/2000 3/20/2000 40511001Duplicate . '
MW-9a MW-9a MW-9a MW-9a MW-9a MW-9a ! OW-13 OW-13 OW-14 OW-14 OW-14GW-JH-004 GW-ja-010 GW-fH-009 GW-JH-008 GW-JH-009 GW-JH-010 GW-JHPK-007 GW-102799-OOS GW-JH-O01 GW-fll-OOl GW-JH-O019/26/2001 51812002 4/30/2003 4/21/2004 4/27/2005 4/27/2005 4/28/1999 10/27/1999
Duplicate412912003 4/20/2004 4/26/2005
Mg/LAg/L/»g/LPg/LMg/LMgA-Ag/.LAig/L/"g/LMg/LAg/Lfig/L
Pg/L/»g/L.Pg/L.Mg/L/<g/l-/"g/LCg/L/fg/t/<g/I-Mg/L
fg/L
Mg/Lfg/L
Ag/LPg/L/"g/L
fg/1-
HgA- ,KS/LMg/L
200-
5-7S
70*5--
--5(1)0)
-5
100-0)--(1)7005
1005
1000-52
10000
ND(l-O)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)
. ND(l-O)ND(1.0)ND(10)ND(IO)ND(10)ND(10)ND(1.0)ND(l.O)ND(1.0)ND(1.0)ND(l.O)ND(1.0)ND(l.O)ND(l.O)ND(1.0)ND(1.0)ND(l.O)ND (1.0)NDaO)ND(1.0)ND(1.0)ND(1.0)
1.4ND(l.O)ND{1.0)ND(1.0)ND(1.0)
ND(l^))ND(1-0)ND(l-O)ND(l-O)NDaO)ND(1.0)ND(1.0)ND (1.0)ND(IO)ND(10)ND(10)ND(10)NDU.O)ND(1.0)ND(1.0)ND(l.O)ND(1.0)ND(l.O)ND(1.0).ND(1.0)ND (1.0)ND(1.0)ND(1.0)ND(l.O)ND(1.0)ND(1.0)ND(1.0)ND(1.0)
13ND(1.0)ND(1.0>ND(1.0)ND(1.0)
ND(1.0)ND(l.O)ND(1.0)ND(l.O)ND(1.0)ND(l.O)ND(1.0)ND(1J>)
ND(10) UJND(10) UJND(10)
Nt>(10) UJND(1-0)ND(1.0)ND(1-0)ND(1.0)NDQO)ND(l.O)ND(LO)NDaO)
, ND (1.0)ND(1.0)ND(l-O)ND(l.O)ND(LO)
ND(1J) UND(1.0)ND(10)
0.30JND(t.O)ND(l.O)ND(1.0)ND(1.0)
ND(1.0)ND(l-O)ND(1.0)ND(1.0)ND{1.0)ND(1.0)ND(1.0)ND(1-0)ND(10)ND(10)ND(IO)
ND(10) UND(l-O)ND(1.0)NDO-0)NDOO)ND(1.0)ND(1.0)ND(l.O)ND(l-O)NDO.O)ND(l.O)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(l-O)ND(l.O)
ND(l.O) UND(l.O)ND(1.0)ND(1.0)ND(l.O)
ND(l-O)• ND(1.0)
ND(1.0)ND(l.O)ND(1.0)ND(1.0)ND(l.O)ND{1.0)ND(10)ND(10)ND(10)
ND(10) U
ND(1-0)ND(1.0)ND(1.0)
ND(l-O) UJND(1.0)
ND(l-O) UJND(1.0)ND(1.0)ND(l-O)ND(l.O)ND(LO)ND(1.0)ND(l-O)ND(1.0)ND(l.O)NDO-0) -ND(l.O)ND(1.0)ND(1.0)ND(l-O)ND(1.0)
ND(l.O)ND(1.0)ND(1.0)ND{1.0)ND'1.0)
• NDfl.O)NDfLO)ND(l.O)ND(IO)ND(10)ND(10)
ND(10) UJNDfLO)NDfl.O)ND(1.0)ND(1.0)ND3.0)ND.i.0)NDf^.0)•NDO.O)NDHJ))
• NDijlO)ND(i-O)ND/ljO)NDil!o)ND(l.O)
. ND-;I.O)-NB4LO)
NDJl/O)NDfl'-O)
[
"*'l •ND(LO)
ND(l-O)ND(l.O)ND(1.0)ND(1.0)ND(l.O)ND(1.0)ND(l-O)ND(l-O)ND(10)ND(10)ND(10)
ND(10) UND(1-0)ND(tO)ND(l.O)ND(l-O)ND(l-O)ND(1.0)ND(1-0)ND(10)ND(1.0)ND(l.O)ND(1.0)ND(1.0)ND(l.O)ND(1.0)ND(1.0)ND(1.0)ND(l.O)ND(1:0)ND(l-O)ND(l-O)ND(1.0)
ND(tO)ND(l-O)ND(1.0)ND(l.O)ND(1.0)ND(1-0)ND(1.0)ND(1.0)
ND(10) UJND(10) UJND(10)
ND(10) UJND(l-O)ND(1.0)ND(l-O)ND(t.O)ND(l-O)ND(l-O)ND(LD)ND(LO)ND(l-O)ND(1:0)
ND(1.0)ND(1.0)ND(l-O)ND(l-O)ND(l-O)ND(l.O)ND(l-O)ND(1.0)ND(l.O)ND(l.O)ND(l.O)
ND(l.O)ND(l.O)ND(1.0)ND(1.0)ND (1.0)ND{1.0)ND(1.0)ND(l.O)ND(10)ND(10)ND(10)ND(10)ND(J.O)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(l.O)ND(1.0)ND (1.0)ND(1.0)ND(1.0)ND(ljO)ND(1.0)ND(1.0)ND(l.O)ND(1.0)ND(1.0)ND(l.O)ND (1.0)ND(1.0)ND (1.0)ND(l.O)
ND(l.O)ND(l.O)ND(1.0)ND(l.O)ND(1.0)ND(I.O)ND(l.O)ND(l.O)ND(10)
ND(10) UJND(10)
ND (10) UND(1.0)ND(1.0)ND(1.0)ND(LO)ND(l-O)ND(10)ND(1.0)ND(l.O)ND(1O)ND (1.0)ND(1.0)ND(1.0)ND(1.0)ND(l.O)ND(1.0)ND(1.0) .ND(1.0)ND(I.O)ND(1.0)ND(1.0)ND(1.0)
ND(1.0)ND(l.O)ND(l.O)ND(1.0)ND(l.O)ND(1.0)ND(1-0)ND(1.0)ND(10)ND(10)ND(10)
ND(10) UJND(1.0)ND(1.0)ND(1.0).ND(1.0)ND(l.O)ND(l-O)ND(1.0)ND(1.0)ND(1.0)ND(1T0)ND(1.0)NP(1.0)ND(1.0)ND(1.0)ND{1.0)ND(1.0)ND(1.0)ND(1.0)ND(l.O)ND(l.O)ND(1-0)
Notesjtg/L Micrograms per liter
The parameter was not analyzed and/or MCL not availableNot detected at the reporting limit in parenthesesConcentration between instrument detection limit and contract required detection limitEstimated concentrationEstimated quantitation limitQualified as not detectedThe MCL for Total Trihalomcthanes is 80 pg/LThe MCL for U-DCE (total) was taken from the lowest limit of either cis-l -DCE and trans-l^-DCE C" this case, the limit for OS-1.2-DCE was used)
BJUJU(1)
ND(S.O)ND(5.0)ND(5.0)ND(5.0) .ND(5.0)ND(5.0)
1
ND(5.0)•ND(50) -ND(50),ND(50)!ND<50);ND (5.0)|ND(5.0)ND(5.0)ND(5.0)ND(5.0)faD (5.0)ND(5.0)ND(5.0)ND(5.0)NDp-0);WD(5.0)ND(5.0)ND<5.0)ND(S.O)ND(5.0). 1
ND<5.0)ND(5.0)ND(5.0)ND (5.0)ND(5.0)ND<5.0)
ND(1.0)ND(l.O)ND(l-O)ND(1.0)ND(1.0)
0.10 JNT) (1.0)ND(l.O)
ND(10) UJND(10) UJND(10)
ND(10) U,UJND(l.O)ND(1.0)ND(l.O)ND(10)
aisjND(1.0)ND(1.0)ND (1.0)ND(1.0)ND(1.0)ND(1.0)ND(l.O)ND(l.O)
ND(L5) UND(1.0)ND(1.0)
0.35 JND(1.0)ND(l.O)ND(1.0)ND(1-0)
ND(1.0)ND(1.0)NDU.O)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(l.O)
ND(10) UJND(10)ND(10)
8.2 JND(1.0)ND(l.O)ND(l.O)ND(1.0)ND(l.O)ND(l.O)ND(l.O)ND(1.0)ND (1.0)ND(1.0)
. NDC1.0)ND(1.0)ND(1.0)ND(1.0)ND(l.O)ND(l.O)NDfl.0)NDU.O)ND(1.0)ND(l-O)ND(l.O)
ND(l.O)ND(1.0)ND(l.O)ND (1.0)ND (1.0)ND(1.0)ND(1.0)ND(l.O)ND(10)ND(10)ND(10)
ND(10) UJND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(l.O)ND(l.O)ND(1.0)ND(1.0)ND(1.0)ND(1.0)NDa.O)ND(1.0)ND(l.O)ND(l.O)ND(1.0)ND(1.0)ND(1.0)ND(l.O)ND(1.0)
ND (1.0)ND(1.0)ND (1.0)ND(l.O)ND(l.O)ND(1.0)ND (1.0)ND(1.0)ND(10)ND(10)ND(10)ND(10)ND(1.0)ND(l.O)ND(l-O)ND(l.O)ND(l.O)ND (1.0)ND(1.0)ND(1-0)ND(1.0)ND(l.O)ND(l.O)ND(l.O)ND(1.0)ND(l.O)ND(l.O)ND(1.0)ND(l-O)ND(l-O)ND(1.0)ND(1.0)ND(1.0)
TABLE Cl Page 1 of 6
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARYPLATTSBURG FORMATION MOMTORINC WELLS
DOEPKE-HOLUDA Y SUPERHJND SITEJOHNSON COUNTY, KANSAS
9 Sample Location:Sample JD: " . .Sample Date: .
| Parameter . .
Metals
\! . Arsenic •
Arsenic (Dissolved)Barium
1 Barium (Dissolved) • •!• Cadmium .
Cadmium (Dissolved).Chromium Total
1 ' ChromiuinTolal (Dissolved)CopperCopper (Dissolved)LeadLead (Dissolved)
MercuryMercury (Dissolved)
NickelNickel (Dissolved)
ZincZinc (Dissolved)
, -™-
^^A Semi-volatile Onaaic Compounds^F: • -
1 ,4-Trichlorobenzene1,2-Dichlorobenzene1,3-Dichlorobenzene1,4-Dichlorobenzene2 '-oxybis(l-ChloropToparic) (bis(2-chloroisopropyl) ether)2,4,5-Trichlorophenol2,4,6-Trichlorqphenol2,4-DicMorophenol2^-Dimefhylphenol2/4-Dinitrophenol2,4-Dinitfotoluene2^-Dinitrotoluen<2-Chloranaphthalene2-Chlorophenol2-Methylnaphthalene2-Methylphenol2-Nitrbanilirie2-Nitrophenol'3,3'-Dichlorobenzidine3-NitroanUine
4,6-Dinitro-2Tinethylphenol " '4-8romophenyl phenyl ether4-Chloro-3-inethylphenol4-Chloroaniline4-Cnlorophenyl phenyl ether4-Methylphenol4-Nitroanflme
Unite
Pg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/L
Pg/LPg/LPg/LPS/LPg/LPg/Lpg/LPg/LPg/LPK/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/L
MCL
50-
2000-
- 5.'.-
100
1300• -. 15-2-
' -• ---
70600-75
--
--_
-_
--'-_
----
------
-
MW-SCW-IHPK-003
4/28/1993
'
- .---
' • --
.-----
•- •-
• -' -
—
ND(IOO)NDOOO)ND(IOO)ND(IOO)ND(IOO)NDOOO)ND(IOO)ND(IOO).
31 JND(500)ND(IOO)ND(IOO)ND(IOO)ND(IOO)ND(IOO)ND(IOO)ND(500)ND(100)ND(200)ND(500)ND(500)ND(IOO)ND(IOO)ND(IOO)ND(IOO)ND(IOO)ND(500)
MW-SGW-102799-004
10/2711999
-
--
. ---
• '
' - •-
' -
- •-'- .-
—- •-
-
ND(200)
NO (200)NDPOO)NO (200)ND(200)ND(200)ND(200)ND(200)
100JNO (1000)ND(200)NO (200)NO (200)ND(200)NOfZOO)ND(200)
ND(IOOO)
ND(200)NO (400)
ND(IOOO)ND(IOOO)ND(200)ND(200)ND(200)NDpOO)ND(200)
ND(IOOO) '
MW-SGW-JH-OOt
4/26/2000
• -
---
' - ' . '-
—---
-.---
—- •-
—
NDOO)NDOO)NDOO)NDOO)ND(10)NDOO)ND(10)ND(10)
83NO (50)ND(10)ND(10)ND(10)ND(10)
4.1 JND(10)ND(50)ND(lO)ND(20)ND(50)ND(50)ND(10)ND(10)ND (10)ND(10)ND (10)ND(50)
MW-SfH-OOS
9/2012000
- -
--
'• -- ' '
. -
— f---
'-
---
' .- ' . '- ..-
ND(IOO)ND(IOO)ND(100)ND(IOO)ND(IOO)ND(IOO)ND(IOO)ND(1M)
67fND(500)ND(IOO)ND(IOO)ND(IOO)ND(IOO)ND(IOO)NDOOO)ND(500)ND(IOO)ND(200)ND(500)ND(500)ND(IOO)ND(100)ND(100)NDOOO)ND(IOO)
ND(500) UJ
AiTW-5 MW-5JH-006 GW-P1-004
9/2012000 4/25/2001Duplicate j
'
11
— ' —\
( .
1
1
— ' 1' - .— ' ' '
~~ _ i ~~-- ' _ '
• - -- '-- -- -— - '
.• -- j! -
• - I ' -
:'
ND(IO)- ^k)(lO)- . ND(10)- ND (10)
ND(10)— . ND(10)
ND (10)- - ND(10)
57ND(50)ND(10)NDOO)ND(10)NDOO)NOOO)ND(10)ND(50)
NDOO)ND(20)ND(50)ND(50)ND(10)NP(10)ND(IO)ND(10)
6.1 JND (50)
MW-SGW-JH-OOl
9125/2001
5.6 B62 B14101490
ND(0.61) UND(0.43) UND(0.45)ND(0.45)
ND(0.82) UJND(0^2) UJ
ND(1.3)ND03)
ND(0.10) L7ND(0.10) UJND0.2) UNDP.4) U
66^13.6 B
ND(50)ND(50)ND(50)NO (50)ND(50)ND(50)ND(50)ND(50)
61ND(250)ND(50)ND(50)ND(50)ND(50)ND(50)ND(50)ND(250)ND(50)ND(IOO)ND(250)ND(250)ND(50)ND(50)ND(50)ND(50)ND(50)ND(250)
MW-SGW-IH-006
SIS/2002
-
----
—-- -
. --
'--^~-
'' '. -
—'
ND(40)ND(40)ND(40)ND(40)ND(40)ND(40) -ND(40)ND(40)
23JND(200)ND(40)ND(40).ND(40)ND(40)ND(40)ND(40)ND(200)ND(40)ND(80)NO (200)ND(200)ND(40)ND(40)ND(40)ND(40)
7.0JND(200)
MW-S MW-S MW-SGW-/H-007 GW-^f-004 GW-/H-005
5102002 4/300003 «30O003Duplicate Duplicate
'
••
'7.7B6.8B 4.9B ;
'2010 - :1920 2010 :
ND(0.29)- ND(0^9) ND(0^9) ;- NDO-3) -- ' ND(1.3) . ND.(U) ;
NDO-2) - !- NDO.2) 4.0 B
ND(l-S) - ;ND(1J5) ND(15)
ND(0.10) UJ - rND(0.10)UJ .ND(aiO)UJ i
- . 4.1B - |3.8B 4.2B :7 A B - <
4.1J 171J
ND(50) - ,ND(50)ND(50)
- - ND(50)- ND(50) - .:
ND(50) - !ND(50) - :ND(50) . -
- . 57 • - • . '.ND(250) . -ND(50)
' - ND(50)ND(50)ND(50)
9.0JND(50)
ND(250) . -ND(50)
. - ND(IOO) . . - • ' ;ND(250) -. | ;ND(250) - :]ND(50)ND(50) -ND(50)ND(50)ND(50)ND(250) - 1
MW-SGVI-JH-OM
4121/2004
15.213.418702090
Mb (0.19)ND(0.19)ND(0.85)ND(0^5)ND(0.90)ND(0.90)ND (1.4)NDO-4)
ro(0.10) UJND(0.10)ND0.4) UMD(2.6) U*ID(5.C) UND(1.4)
ND(50)ND(50)ND(50)ND^O)ND(50)ND(50)
E"T(50)
'(50)19 J(250)
ND(50)ND(50)ND(50)MD(50)
9.9 J[S7D(50)
MC(250)OT(50)TO (100)
^3(250)>TO(50)>JD(50)vTO(50)MD(50)
4.8 JJD(250)
1J
MW-5 MW-S . MW-5GW-JW-OOS GW-/H-004 GW-/H-0054/22/2004 427/2005 4/27/2005Duplicate Duplicate
11.4
1840
ND(0.19)
ND(0.85)
ND(0-90)
NDO-4)
ND(0.10)
ND(3.5) U
5.1 B5.4 B14701760
ND(0.20)ND(OiO)ND(l^)ND (1.7)
1.0 BNDO-0)
ND(l.l)ND(0.10) UJND(0.10) UJ
Z1B1.8 B
ND(4.2) UND(7.1) U
ND(25)ND(25)ND(25)ND(25)ND(25)ND<25)ND(25)ND(25)
42ND(120)ND(25)ND(25)ND(25)ND(25)ND(25)NO (25)
ND(120)ND(25)ND(50)
ND(120)ND(25)ND(25)ND{25)ND(25)ND(25)ND(120)
Sample Location:Sample ID: .Sample Date: '
4-NitrophenolAcenaphtheneAcenaphthyleneAnthraceneBenzo(a)anthraceneBenzo(a)pyreneBenzo(b)fluoraiitheneBenzo(&MperyIeneBenzo(k)fluoranthenebis(2-CWoioe«haxy)inethanebis(2-Chlon>e(hyl)elherbis(2-E»hyDtexy5)phthalateButyl benzylphthalateCarfaazoleChryscneDft>enz(aJOanlhraceneDibenzufuj <u iDiethy) phlhalateDimethyl phthalaleDi-n-butylphthalateDi-n-octyl phthalateFluoranthencFluoreneHexachlorobenzeneHexachlorobutadieneHexachlorocydopentadieneHexacWoroc thane
Indeno(l,2,3-cd)pyrEneIsophoroneNaphthaleneNitrobenzeneNtNi trosodi-n-propy lamineN-NitrosodiphenylaminePcntachlorophenoJPhenanthrenePhenolPyrene
TABLECl
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARYPLATTSBURG FORMATION MONITORING WELLS
DOEPKE-HOLUDA* SUPERFUND SITEJOHNSON COUNTY, KANSAS
Page 2 of6
Units MCL
Mg/LMg/L -.jig/L -
Pg/L -flg/L -pg/L C2pg/i- -pg/L - •.Cg/Ljig/L -
Pg/Lfig/L 6Hg/LJig/L -
Cg/Lpg/l -pg/L -
Pg/L -JtR/^- —
HfiAL —(tg/L -Pg/L -pg/L -0g/L 10g/Ljtg/L 50
Mg/L -fig/L —/ig/L —*tg/L -Pg/Lng/L- -pg/L -Mg/L 1*g/L -Kg/L -Ag/L
MW-5GW-JHPK-OK
4/28/1999
MD(500)ND(100)ND(100)ND(IOO)ND(IOO)ND(IOO)ND(IOO)ND(IOO)ND(IOO)NDflOO)ND(IOO)ND(IOO)ND(IOO)ND(IOO)ND(100)ND(IOO)ND(IOO)ND(IOO)ND(IOO)
ND(WO)NDaOO)ND(IOO)ND(IOO)ND(IOO)ND(IOO)
ND(100) UJND(IOO)ND(IOO)ND(100)
88 JND(IOO)ND(IOO)ND(IOO)ND(500)NDaOO)ND(IOO)ND(IOO)
MW-5CW-102799~004
1012711999
ND(1000)UJ
ND(200)ND(200)ND(200)ND(200)ND(200)ND(200)ND.(200)ND(200)ND(200)ND(200)ND(200)ND(200)ND(200)ND(200)ND(200)ND(200)ND(200)ND(200)ND(200)ND(200)ND(200)ND(200)ND(200)ND(200)ND(200)ND(200)ND(200)ND(200)
120 JND(200)ND(200)ND(200)
ND(IOOO)ND(200)ND(200)NDCMO)
MW-5Gw-ja-oottamom
ND(50)ND(10)ND(10)ND(lO)ND(10)ND(10)ND(10)ND<10)ND(10)ND(10)ND(10)NDOO)ND(10)ND(10)ND(10)
ND(10)ND(10)ND(10)ND(iO)
3.0JND(10)
NDflO)ND(10)ND(10)ND(10)ND(10)ND<10)ND(10)ND(10)
170.ND(10)
ND(10)ND(10)ND(SO)ND(10)ND(10)ND(10)
MW-5 MW-5 MW-5 MW-5JH40S JH-006 GW-jH-004 CW-/H-001
9/20/2000 9/2012000Duplicate
ND(500)ND(IOO)ND(IOO)ND(IOO)ND(IOO)ND(IOO) -ND (100)
4/25/2001 9/25/2001
ND(50) ND(250)'ND(IO) ND(50)Nt»(lO) ND(50)ND(10) ND(50)ND(10) ND(50)NO (10) ND(50)ND(10) ND(50)
ND(IOO) - ND(10) ND(50)NDaOO)ND(100)ND(IOO)ND(100)ND (100)ND(100)ND(IOO)ND(IOO)ND(IOO)ND (100)ND(100) -ND(100)ND(IOO)NDQOO)ND(IOO)ND(IOO)ND(IOO)
ND(100)ND(IOO)ND(IOO)ND(IOO)
60J - .ND(IOO)
ND(10) ND(50)NO 00) ND(50)ND(10) ND(50)I S.6J ND(50)ND(10) ND(50)ND(10) ND(50)NO (10) ND(50)ND(10) ND(50)ND(10) ND(50)ND<10) ND(50)ND(10) ND(50)ND(10) ND(50)ND(10) ND(50)
ND(10) ND(50)Nl^(lO) ND(50)NDflO) ND(50)ND(10) . ND(50)NDflO) ND(50)ND(10) ND(50)ND(10) ND(50)ND(10) ND(50)
95 MOND(10) ND(50)
ND(IOO) - ' NDOO) ND(50)ND(IOO)ND(SOO)
ND(10) ND(50)ND(50) ND(2SO)
ND(IOO) - .ND(10) ND(50)ND(IOO) ND(10) ND(50)ND(IOO) - NDOO) ND(50)
MW-5 ' MW-5GW-/H-006 CW-/H-007
5/8/2002 51812002Duplicate
ND(200)ND(40)ND(40)ND(40)ND(40)ND(40)ND(40)ND(40) -ND(40)
. ND(40)ND(40) -ND(40)ND(40)ND(40)ND(40)ND(40)ND(40)ND(40)ND(40)ND{40)ND(40)ND(40)ND(40)ND(40)ND(40)ND(40) -ND(40)ND(40)ND(40)
82 'ND(40)ND(40)ND(«)ND(200)ND(40)ND (40)ND(40)
" MW-S MW-SGW-JB-OOi GW-JH-tOS
4/30/2003 4J30/2003Duplicate
ND(250)ND(SO)ND(SO)ND(50)ND(50)ND(50)ND(50)ND (50)ND(SO)ND(SO)ND(50)ND(SO)ND(50)ND(50)ND(50)ND(50)ND(50)ND(SO)ND(SO)ND(50)ND{50)ND(SO)ND(50)ND<50)ND(SO)
ND(50) UJND(50)ND(50) - iND(50). - •
' . 140 'ND<50) - :ND(50) . - jND(50) - jND(250) . - .ND(50)ND(50)ND(50)
; MW-5GW-JH-004A/2112004
ND(2SO)ND(50)ND(50)ND(SO)ND(50)ND(50)ND(SO)ND(50)ND(50).ND(SO)ND(50)ND(50)ND(50)ND(50)ND(50)ND<50)ND(50)ND(50)ND(50)ND(50)ND(50)ND(50).ND(50)ND(50)ND{SO)ND(SO)ND(50)ND(50)ND(50)
140ND(50)ND(50)ND(SO)ND(250)ND(50)ND(50)ND(50)
MW-5 MW-5 MW-SGW-/H-OC5 GW-JH-004 . GW-JH-OOS4/21/2004 4/27/2005 4/27/2005Duplicate Duplicate
ND(120)ND(25)ND(25)ND(25)ND(25)ND(25)ND(25)ND(2S)ND(25)ND(25)ND(25)
ND (25) UND(25)ND(25)ND(25)ND(25) .ND(25)ND(25)ND(25)
•UJND(25)ND(25) :
ND(25)ND(25)ND(25)
ND(25) UJND(25)ND(25)NDP5)
45ND(25)ND(25)ND(25)ND(120)ND(25)NDf25)ND(25)
! ifi_J
TABLE Cl Page3of6
1999 TO 2005 LTMP ANAlYTlCAL DATA SUMMARYPLATTSBURG FORMATION MONITORING WELLS
DOEPK&HOLUDAY SUPERFUND SITEJOHNSON COUNTY, KANSAS
Sample Locating:Sample ID:Sample Date:
Volatile Organic Compounds
1,1,1-Trichloroethane1,1,22-Tetiachloroethane1,1,2-TricWoroethane1,1-Dichloroethane1,1-Dichloroethene1,2-Dichloroethane1,2-DicWoroethene (total)1,2-Dichloropropane2-Butanone (Methyl Ethyl Ketone)2-Hexanone4-Me<hyt-2-Fentanone (Methyl Isobutyl Ketone}
. AcetoneBenzeneBromodiehloromethaneHromofdrmBromomethane (Methyl Bromide)Carbon disulfideCarbon tetrachlorideOilorobenzeneChloroethaneChloroform (Trichlarometriane)Chloromethane (Methyl Chloride)<is-l,3-Dich]oropropeneDibromochloromethaneEthylbenzene '
. Methylene chlorideStyreneTetrachloroetheneToluene • •trans-l/3-DichlorupropeneTrichloroetheneVinyl chlorideXylene (total)
Umfa MCL
Pg/L 200Pg/L -Pg/L 5Pg/LPg/L 7/tg/L 5Pg/L 70*Pg/L 5Pg/L -Pg/L -Pg/LPg/LPg/L 5Pg/L (1)Pg/L 0)Pg/L -Pg/LPg/L 5pg/L 100Pg/L -Pg/L (1)Pg/L -Pg/L -Pg/L (1)jtg/L 700
Pg/L . 5pg/L 100Pg/L .5Pg/L 1000Pg/L -.Pg/L 5Pg/L 2pg/L 10000
MW-5 MW-5 MW-5GW-fHPK-003 GW-102799-OOf GW-JH-004
412811999 10/2771939 4/26/2000
ND(170) ND(710) ND(iO)ND(170) ND(710) ND(2.0)ND(170) ND(710) NDfZ.0)
MD(170) ND(710) N0(2.0)ND(170) ND(710) ND(2-0)ND(170) . ND(710) ND(2.0)ND(170) ND(710) ND(2.0)ND(170) ND(710) ND(2.0)ND(1700) ND(7100)UJ 5.4JND(1700) ND(7100) UJ ND(20)ND(1700) ND(7100) 10JND(17QO) ND(7100)UJ ND(20) UND(170) ND(710) 2.0ND (170) ND (710) ND (2.0)ND(170) ND(710) ND(2XJ)NDflTO) ND(710) ND(2.0)ND(170) ND(710) 4.0ND(170) ND(710) NDC.O)ND(170) ND(710) ND(2.0)ND(170) ND(710) ND(2.0)ND(170) ND(710) ND(2.0)ND(170) ND(710) ND(2.0)ND(170) ND(710) ND(2.0)ND(170) ND(710) ND(2.0)
2300 6200 4000ND(170) ND(710)U ND(2.0) UND(170) ND(710) ND(2.0)NDO70) ND(710) 030 JND(ITO) ND(710) 9.2ND(170) ND(710) ND(2.0)ND(170) ND(710) MD(2.0)ND(170) ND(710) ND(2.0)
7600 23000 . 18000
Notes;pg/L Micrograms per liter
MW-5JH-OOS
912012000
ND(560)ND(560)ND(560)ND(560)ND(560)ND(560)
ND(910) UND(560)ND(5600)ND(5600)ND(5600)
ND(5600) UND(560)ND(560)ND(560)
ND(560) UJND(560)
ND(560) UJND(560)ND(560)ND(560)ND(560)ND(560)ND(560)
10000ND(560) UND(560)ND(S60)ND(560)ND(560)ND(560)ND(560)
36000
MW-5JH-006
A/20/2000Duplicate
• -
ND(420)ND(420)ND(420)ND(420)ND(420)ND(420)
ND(420) UND(420)ND(4200)ND(4200)ND(4200)ND(4200)ND(420)ND(420)ND(420J
ND(420) UJND(420)
ND(420) UJND(420)ND(420)ND(420)ND(«0)ND(420)ND(420)
8600ND(420) UND(420)ND(420)ND(420)
ND(«0)ND(420)ND(420)
30000
MW-5GW-JH-0044/25/2001
i
1 .
ND(IOO)ND(100)ND(IOO)ND(100)ND(IOO)ND(IOO)ND(IOO)ND(IOO)ND(IOOO)fro (1000)ND(IOOD)
NDOOOO) UJND(IOO)ND(100)
- ND(IOO)ND(IOO)
ND(100)ND(IOO)ND(IOO)ND(100)ND(IOO)ND(IOO)ND(IOO)ND(IOO)
4100ND(IOO) UND(iOO)ryD(JOO) .
80)ND(IOO)^b(loo)NO (100)
13000
MW-5GW-fH-OOl
912512001
ND(1.0) UJND(l-O) UJ
NDO-0) UJ0.23J
ND(1.0) UJND(l-O) UJND(1.0) UJND(1.0) UJ
3.0JND{10) UJ
11 J2.7J3.1J
ND(1.0) UJND(1-0) UJND(1.0) UJ
1.7JND(LO) UJND(1.0) UJND(l.O) UJ
ND(1-0) UJND(1.0) UJND(1.0) UJND(10) UJ
6800ND (1.0)' U,UJND(1.0) UJ• 032 J
36JND(1.0) UJ
0.58JND(l.O) UJ
23000
MW-5' GW-JH-006
SIS12002
ND(330)ND.(330)ND(330)ND(330)ND(330)ND(330)ND(330)ND(330)
ND0300) UJND(3300) UJND(3300)
ND(3300)UJND(330)ND(330)ND(330)ND(330)ND(330)ND(330)ND(330)ND(330)ND(330)ND(330)ND(330)ND(330)
6300ND(330)ND(330)ND(330)ND(330)ND(330)ND(330)ND030J
21000
MW-5GW-JH-007
SJ8120O2Duplicate
ND(250)ND(250)ND(250) •'ND(250)ND(250)ND(250)ND(250)ND(250)
ND(2500) UJND(2500) UJND(2500)
ND(2500) UJND(250)ND(250)ND(2SO)ND(250)ND(2SO)ND(250)ND<250)ND(250)ND(250)ND(250)ND(250)ND(2SO)
5900ND(250)ND(250)ND(2SO)ND(250)ND(250)ND(250)ND(250)
20000
MW-5GW-/H-0044/30/2003.
Noao)ND(IO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)
ND(IOO) UJND (100) UJ
12JND (100) UJ
ND(10)ND(10)ND(10)ND(10)ND(10)
ND(10) UJ
ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)
9000ND(10)ND(10)ND(10)
3.9J
ND(10)ND(10)ND(10)32000
MW-5 MW-5GW-JH-OOS GW-JH-004
4/3012003 .4t2U200iDuplicate <
ND(500)ND(500)ND(500)ND(500)ND(500)ND(500)ND(500)
.;
(
;ND(560)'ND(560) ^_ND(560):ND(560),ND(560)ND(560)ND(560)
ND(500) ^:ND(560)ND(5000) ND(5600)ND(5000) ND(5600) UJND(5000)ND(5000)ND(500)ND(500) .ND(500)ND(500)ND(500)ND(500)ND(SOO)NP(500)ND(500)ND(500)ND(500)ND(500)
8600ND(500)ND(500)
ND(5600)TO (5600) UJ;ND(560)
|ND(560K.ND(S«0) UJND(560)
ND(560)ND(560)
1ND(560)ND{560)ND(560)ND(560)ND(560)ND(560)
8800ND(560)ND(560)
ND(SOO) ND<560)ND(500) JND(560)ND(500) |ND(560)ND(500) ND(S60)ND(SOO)
30000
The parameter was not analyzed and/or MCL not available 'NDO Not detected at the reporting limit in parentheses
ND(560)28000
,
MW-SGW-JH-005401/2004Duplicate
n
. -.--
-- .-- •----
' -' ---- .- .--
' ----- .- ..
• .. -----'
—
B Concentration between instrument detection limit and contract required detection limitJ Estimated concentration !UJ Estimated quantitation limit (U Qualified as not detected 'j(1) The MCL for Total Trihalomethanes is 80 pg/L j• The MCL for 1,2-DCE (total) was taken from the lowest limit of either cis-l,2-DCE and trans-l^-DCE (in this case, me limit for as-l,2-DCE was used)
MW-5GW-fH-4044/27/2005
ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)
ND(10)12J
ND(IOO)62]
22JND(10)ND(10)ND(10)ND(10)
45J .ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)
9200ND(10)ND(IO)ND(10)
ND(10) UND(10)
ND(10)ND(10)
32000
MW-5GW-pt-WS4/27/2005Duplicate
ND(560)ND(560)ND(560)ND(560)ND(560)ND(560)ND(560)ND(560)
230JND(5600)ND(5600)ND(5600)ND(560)ND(S60)ND(560)ND(560)ND(560)ND(560)ND(S60)
.ND(S60)ND(560)ND(560)ND(560)ND(560)
8300ND(560)ND(560)ND(560)ND(560)ND(560)ND(560)ND(560) .
• 28000
Sample Location: .Sample ID: •Sample Date:
MVf-6 MW-7GW-JH-ni GW-JHPK-Ot
9/26/2001 4/28K99S
Units M£L
ArsenicArsenic (Dissolved)BariumBarium (Dissolved)CadmiumCadmium (Dissolved)Chromium TotalChromium Total (Dissolved)CopperCopper (Dissolved)
. Lead (Dissolved)MercuryMercury (Dissolved)NickelNickel (Dissolved)ZincZinc (Dissolved)
Semi-volatile Orranic Compounds
!,2.4-TrichlOToben2me •L2-DIchlcrobn\zene13-Dichlozobenzene1,4-DicKtorobenzene2,2'-oxybis(l-Ch]oiopropaiie)' (bis(2-chloioisopropyl) ether)2,4,5-TrichIorophenol
. 2,4,6-Trichlorophenol2,4-Dichlorophenol2,4-Dimemylphenol
' 2/4-Dinitrophenol2,4-DinItrotoiuene2,6-Diiiitrotolucne2-Chloranaphthalene2-Chlorophenol2-Methylnaphthalene2-Methylphenol .2-hKtroanfline2-Nitrophenol33-DichIorobenzidine3-Nitroaniline4,6-Dinilro-2-inemylphenol4-Bromophenyl phenyl ether4-CWoro-3-me«hylphenol4-ChJoroaniline4-Chlorophenyl phenyl ether4-Methylphenol4-Nitroaniline
<>g/L^g/LPgAL
Pg/LP8/LPg/LMg/L*tg/LPg/L/ig/LPg/LPg/L/•gA.Pg/LPg/LPg/LPg/LPg/L
Pg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/L
PgA-Pg/L
P8/LPg/LPg/LPgAPg/L
PgAPg/LPg/LPgAPg/LPgAPgA
50-
2000-5-
100-
1300-15- '2----
70600-75
-------------'--------- •
9.5 B7.7 B161 B131 B
ND(039) UND(0.2I) UND(072) UND(0.45)ND(8^) UND(1.0) U
3-2ND(13)
ND(0.10) UJND(0.10) UJ
8.7BND(5.4) U
1Z2B7.8 B
ND(10)
U5JND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(10)ND(20)ND(50)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)
TABLE ci
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARYPLATTSBURG FORMATION MONITORING WELLS
DOEPKE-HOLUDAY SUPERFUND SITEJOHNSON COUNTY, KANSAS
Page 4 of 6
MW-7GW-fH-020
S07H99S
-'
-• -
-----
. ' -------~~
ND(100)ND(IOO)ND(100)ND(100)ND(IOO)ND(IOO)ND(IOO)ND(IOO)ND(IOO)ND(SOO)ND(IOO)ND(IOO)ND(IOO)ND(IOO)ND(IOO)ND(IOO)ND(500)ND(IOO)ND(200)ND(500)ND(500)ND(IOO)ND(IOO)NDflOO)ND(IOO)ND(100)ND(500)
MW-7GW-W2799-W7
10/27tlS99
-----
. --
'
--
.---.--
—
ND(250)ND(2SO)ND(250)ND(250)ND(250)ND(250)ND(250)ND(250) 'ND(250)
ND(1200)ND(250)ND(250)ND(250)ND(250)ND(250)ND(250)
ND(1200)ND(250)ND(500)ND(120D)ND(1200)ND(250)ND(250)ND(250>ND(250)ND(250)ND(1200)
MW-7GW-JH-OOS4/26/2000
- . •• -
-.-- .- .-- •
• ------- •-
ND(IOOO)ND(IOOO)ND(IOOO)ND(IOOO)ND(1000)ND(1000)ND(IOOO)NDOOOO)ND(IOOO)ND(5000)ND(1000)ND(1000)NDaOOO)NDOOOO)ND(IOOO)ND(IOOO)ND(5000)ND(IOOO)ND(2000)ND(5000)ND(5000)NDHOOO)ND(IOOO)ND(IOOO)ND(IOOO)ND(iOOO)ND(5000)
?;rw-7/H-004
#29/2000
-
\ _.
i -
j ""•j -:• -
(-. -. '• -
/, ---. .1 -
• ---
• -i *~
\' —/
i!
ND(IOOO)ND(IOOO)ND(IOOO)ND(IOOO)ND(IOOO)ND(IOOO)ND(IOOO)ND(IOOO)ND(IOOO)ND (5000)
.ND(IOOO)ND(IOOO)ND(IOOO)ND(IOOO)NO (1000)ND(IOOO)ND(500Q)ND(IOOO)NDPOOO)ND(5000)ND(5000)NDaOOO)ND(IOOO)ND^IOOO)
. \
NDOOOO)ND(5000) UJ
MW-7GW-JH-007
4/25/2001
--------- .-------•—
ND(25)ND(25)ND(25)ND(25)ND(25)ND(25)ND(25)ND(25)ND(25)ND(120)ND(25)ND(25)ND(25)ND(25)ND(25)ND(25)ND(120)ND(25)ND(50)ND(120)ND(120)ND(25)ND(25)
24 JND(25)ND(25)ND(120)
MW-7GW-/H-010
9/26/2001
-• -
—--- '--------- " .-—
ND(67)ND(67)ND(67)ND(67)ND(67)ND(67)ND(67)ND(67)ND(67)ND(330)ND(67)ND(67)ND(67)ND(67)ND(67)ND(67)
ND(330)ND(67)ND(130)ND(330)ND030)ND(67)ND(67)ND(67)ND(67)ND(67)ND(330)
MW-7GW-JH-mO
9/27/2001
13J15.624501950
ND(0.24) UND(0.19) VND(0.4S)ND(0.45)ND(0-82)ND(0-82)ND03)ND(13)
ND(aiO)ND(0.10)ND(5i) UND(6.6) U
23.0J15 J5J
• -----
. _'
-'
-'--'-------------
• -. —
—
MW-7GW-fH-004
51712010.
-
—---
' • .-' ---
.----- .-
—
ND(IOO)ND(IOO)ND(IOO)ND(IOO)
ND(100)ND(IOO)ND(IOO)ND(IOO)ND(IOO)ND<500)ND(IOO)NO (100)ND(IOO)ND(100)NDOOO)ND(IOO)ND(500)ND(IOO)ND(200) .NDpOO)ND(500)ND(IOO)ND(IOO)ND(IOO)ND(IOO)ND(IOO)ND(500)
MW-7GW-fH-008
4/30/2003
8.8 B-
3400_ '
ND(0.29)-
ND(13).
1.3 B-
ND(L5)-
ND(0.10) UJ-
3^B.-
8.0 B
— .
NDCOO)ND(200)ND(200)ND(200)ND(200)ND(200)ND(200) .ND(200)NDOOO)NDOOOO)ND(200)ND(200)ND(200)ND(200)ND(200)ND(200)ND(1000)ND(200)ND(400)
ND(IOOO)ND(IOOO)ND(200)ND(200)ND(200)ND(200)ND(200)ND(IOOO)
MW-7 .GW-fH-0084/27/2005
---- '
•' '-
': -
- -:• -
: • ---.'-
. -'-
—
ND(600)ND(600)ND(600)
.;|ND(600)'ND(600)'ND(600)!'ND(600)'ND(600)
§(600)(3000)(600)
, (600)ND(600)ND(600)j 93'ND(600)ND(3000)ND(600)
:;ND(1200):Ip(3000)ililDfSOOO)!ND(600);ND(600)iND (600)!^D(600)ND(600)
"> D(3000)
t •
PZ-1GW-JH-009
9/26/2001
ND(1.7)
ND(1.7)693 B62.06
. 0^4U0.18U
ND(0.45)ND(0.4S).
4SU15 U
ND (13)ND(13)
ND(0.10) UJND(0.10) UJ
3.7 UU U2Z83J2B
Noao) ;ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(10)ND(10)ND(10)ND(10)
ND(10)ND(10)ND(50)
ND(10)ND(20)ND(50)ND(50) .ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)
PZ-2GW-fH-005
9/26/2001
62.08.0 B14805341.6 U
0.25 U82.5
ND(0.45)57.81.4JB '465
ND(13)ai2JB
ND(0.10) UJ187
173 B223
11.1JB
ND(10)35 J
ND(10)
ND(10)ND(10)
ND(10)ND(10)ND(10)
2.1JND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(10)ND(20)ND(50)ND(50)ND(10)ND(10)ND(10)
•ND(10)ND(10)ND(50)
PZ-2GW-fH-006
9126/2001Duplicate
5137.8B1220507 .
ND(15) U ' •. ND (0.28)- U ' ' -
64.1ND(0.45)
43.9NDO-3) U
353 . ,ND (13) '.
ND(0.10) UJND(0.10)UJ
150 ' . •19iB189 .
: S.OJB
ND(10)7.4J
ND (10) iND(10)ND(10)ND(10)ND(10)ND(10)
12JND(50)ND(10)ND(10)ND(10)ND(10)ND(10)
3.9JND(50)ND(10)ND(20)ND(50)ND(50) .ND(10)ND(10)ND(10)ND(10)
3.7 J . .,ND<50> . . ' .
TABLECl PageS of 6
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARYPLATTSBURG FORMATION MONITORING WELLS
DOEPKB-HOUJDAY SUPERFUND SITEJOHNSON COUNTY, KANSAS
m
Sample location;' Sample ID:Sample Date
4-NitrophenolAcenaphthaieAcenaphthyleneAnthraceneBenzo(a)anthiaceneBenio<a)pyieneBenzo(b)fluoranthene
Berizo(g4U)pe'ylene .•Beiuo(k)flaorantha>ebis(2-ChIan)ethoxy)niethanebis(2-CWoroeft>yl)elherbis(2-Ethy]hexyl)phlhalateButyl benzyiphthalateCari>azo!e . . .Quysene
Units! MCL
DibenzofuranDiethyl phthalate
Dimethyl phthalateDi-n-butytphtha!ate .Di-n-octyl phthalateFluorantheneHuoreneHexachlorobenzeneHexkchlorobutadieneHexachloTOcydoparfadieneHexachJoroethaneIhdeno(lA3-cd)pyreneIsophoitmeNaphthaleneNitrobenzeneN-Nitrosodi-n-propylamineN-NitrosodiphenylaminePentaotilorophenolPhenanlhrenePhenolPyrene
MW-6 MW-7GW-JH-mi GW-JOPK-Ot9/26/2001 4/28^999
^g/L -Xg/L -Mg/tP8/tMg/tMg/L 0^MgA.USA. -AS/L -Mg/L -WL -.Mg/L 6?g/L . -Pg/L -Pg/L -Mg/L -*<g/LMg/L - .Mg/L -«/v -PS/L ~Ag/L^gA.Pg/L 1dg/L .-PS/L 50PS/L -Pg/L -Pg/Lpg/L -Pg/LPg/L -Mg/L -Pg/L 10g/L -PgA. -s/1- -
ND(50)ND(10)ND(IO)ND(10)ND(10)ND(10)ND (10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)NDOO)ND(10)ND(10)NDOO)
1.5 JND(10)ND(10)ND(10)NDOO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10) -.ND(10)ND(10)
. ND(50)ND(10)NDOO)ND(10)
MW-7GW-JH-0205/27/IS99
ND(500)
37JNDOOO)ND(IOO)NDOOO)NDOOO)NDOOO)NDOOO)NDOOO)ND(IOO)NDOOO)ND(IOO)NDOOO)
41]NDOOO)NDOOO)ND(IOO)
97JND(IOO)NDOOO)ND(IOO)ND(IOO)
52 JND(IOO)ND(IOO)ND(IOO)ND(IOO)ND(IOO)NDOOO)ND(IOO)NDOOO)ND(IOO)ND(IOO)ND(500)ND(IOO)NDOOO)ND(100)
MW-7GW-102799-007
1012711999
ND(1200) UJ87J
ND(250)ND(250)ND(250)ND(250)
. ND(250)ND(250)ND(250)ND(250)NDC250)NDC250)ND(250)ND(250)ND(250)ND(250) .ND(250)
78JND(250)ND(250)ND(250)ND(250)
160]ND(2SO)ND(250)ND(2SO)ND(250)ND(250)ND(250)ND(250)ND(250)ND(250)NDC250)
NDO200)ND(250)ND(250)ND(250)
MW-7GW-/H-00841260000
ND(5000)180]
ND(IOOO)NDOOOO)NDOOOO)ND(IOOO)ND(IOOO)ND(IOOO)ND(IOOO)NDOOOO)ND(IOOO) .NDOOOO)NDOOOO)ND(IOOO)NDOOOO)ND(IOOO)ND(IOOO)ND(IOOO)NDOOOO)ND(IOOO)NDOOOO)NDOOOO)
220JNDOOOO)ND(IOOO)ND(IOOO)ND(IOOO)NDOOOO)ND(tOOO)ND(lOOp)ND(IOOO)ND (1000)ND(IOOO)ND(5000)ND(IOOO)ND(IOOO)ND(IOOO)
MW-7JH-OOt
\9ll9f20M
i
ND(5000)ND(1000)ND(IOOO)ND(IOOO)NDOOOO)ND(IOOO)NDOOOO)ND(IOOO)ND(IOOO)ND(IOOO)ND(IOOO)ND(IOOO)ND(lOOb)NDOOOO)ND(IOOO)NDOOOO)ND(iOOO)ND(IOOO)ND (1000)NDOPOO)ND(IOOO)ND (1000)ND(IOOO)ND(IOOO)NDOOOO)ND(IOOO)Nip (1000)NJD(IOOO)ND(IOOO)NDOOOO)NDOOOO)ND(IOOO)ND(IOOO)ND(5000)'ND(IOOO)ND(IOOO)MD(IOOO)
MW-7GW-fH-007
4J2SI2001
ND020)92J
ND(25)
ND(25)
ND(25)
ND(25)ND(25)
ND(25)
ND<25)
ND(25)ND(25)
ND(25)
ND(25)51
ND(25)
ND(25)
ND(25)100
ND(25)ND(25)
ND(25)
ND(25)
15 JND(25)
ND(25) •
ND(25)ND(25)
ND(25)
ND(25)
ND(25)ND(25)
ND(25)
ND(25)
ND(120)ND(25)
ND(25)
ND(25)
MW-7GW-jU-010
9/26/2001
ND(330)32J
ND(67)
25JND(67)
ND(67)ND(67)
ND(67)
ND(67)
ND(67)
ND(67)ND(67)
ND(67)
54]ND(67)ND(67)
ND(67)
91ND(67)
ND(67)
ND(67)
ND(67)
44JND(67)
ND(67)
ND(67)
ND(67)ND(67)
ND(67)ND(67)
ND(67)
ND(67)
ND(67)
ND(330)ND(67)
ND(67)
9.9 J
MW-7 MWr7GW-/H-OIO GW-/H-OM
9/27/2001 51712002
ND(500)12]
NDOOO)121
NDOOO)NDOOO)NDOOO)
- NDOOO)ND(tOO)NDOOO)ND(IOO)NDOOO)
; NDOOO)NDOOO)ND(IOO)
- NDOOO)ND(IOO)
49]ND(IOO)NDOOO)NDOOO)ND(IQO).
25JND(IOO)ND(IOO)ND(IOO)
- . ND(IOO)NDOOO)ND(IOO)NDOOO)ND(IOO)
- . ND(IOO)ND (100)ND(500)ND(IOO)ND(IOO)ND (100)
MW-7GW-JH-008
4/30/2003
ND(IOOO)20]
ND(200)ND(200)
ND(200)
ND(200)ND(200)
ND(200)ND(200)
ND(200)
ND(200)ND(200)
ND(20p)
ND(200)
ND(200)
ND(200)
ND(200)
54)ND(200)
ND(200)
ND(200)
ND(200)68]
ND(200)
ND(200)ND(200) UJ
ND(200)
• ND(200)
ND{200)
MW-7GW-/H-0084C7/2005
ND(3000)
330J
MD(600)ND(6OO)
ND(600)NO (600)
ND(600)
ND(600)
ND(600)
ND(600)
,ND(600)ND(600)
!ND(600)NO (600)ND(600)
ND(600)
150]74 J
ND(600)
ND(600)
ND<600)
ND(600)400]
ND(600)
ND(600)>ID(600) UJ
ND(600)
ND(600)
ND(600)ND(2QO) lND(600)
ND(2iDO) lND(600)
ND(200)
ND(200)ND(IOOO)
ND(200)
ND(200)
ND(200)
ND(600)ND(600)
10(3000)1500
ND(600)
39J
PZ-1GW-JH-009
91202001
ND(50)ND(IO)ND(10)ND(10)NDOO)NDOO)ND(W)ND(10)NDOO)ND(10)NDOO)ND(10)NDOO)ND(W)ND(lO)ND(10)ND(10)NDOO)ND(10)ND(10)ND(10)ND(10)ND(10)ND (10)NDOO)ND(10)NDOO)ND(10)ND(10)
. ND(10)NDOO)ND (10)NDOO)ND(50)ND (10)ND(IO)ND(10)
PZ-2GW-JH-OOS91202001
ND(50)
NDOO)NDOO)
ND(10)ND(10)
ND(10)
NDOO)ND(10)
ND(10)ND(10)ND(10)
NDOO)
NDOO)ND(10)
ND(10)
NDOO)ND(10)
2.0]ND (10)
ND(10)
ND(10)
ND(IO)ND(10)
ND 00>ND(10)
ND(10)ND(10)
ND(10)
1.4 JND (10)ND(10)
NDOO)ND(10)
ND(50)
NDOO)J 16}
ND(lO)
PZ-2GW-JH-0069/26/2001Duplicate
ND(50)
ND(10)
.ND(10)ND(10)
NDOO)ND(10)
ND(10)ND(10).
ND(10)ND(10)
ND(10)
NDOO)-ND(10)
NDOO)ND(10)
ND(10)NDOO)
7.4 J
NDOO)ND(10)
ND(10)
ND(10)
NDOO)
ND(IO)
NDOO)
NDOO)
NDOO)ND(10)
2JJ
1.2 J.ND(IO)
ND(10)
ND(10)ND(50)
ND(10)
3.7]ND(10)
0I
Sample Location:Sample ID: .Sample Date:
Volatile Organic Comaotaids
1,1,1-Trichloroelhane1,1^2-Tetrachloroetnane1,1 -Trichloroethane1,1-DicWoroethane1,1-Dichloroelhene1,2-Dichloroefeane . ' ' .1 -DicWoroethene (total)
.. 1,2-Dicruoropropane2-Butancene (Methyl Ethyl Ketone) •2-Hexanone4-Methy)-2-Pentanone (Methyl Isobotyl Ketone)
: AcetoneBenzeneBromodichloromethaneBioiiiofoimBroznomethane (Methyl Ibonride)Caibon disulfideCarbon tetrachlorideChlorobenzeneChloroethaneChloroform (TridUoromethane)Chloromethane (Methyl Chloride)ds-13-DichloropropeneDibromochlorornethaneEmylbenzeneMeihyiene chlorideStyreneTetradiloroemeneToluene :
trans-13-DichIoropropcncTrichloroetheneVinyl chlorideXylene (total)
Units MCL
Pg/L 200Pg/LPg/L 5Pg/Lpg/L 7Pg/L 5Pg/L 70"Pg/L 5pg/LPg/L -Pg/L -Pg/L -pg/L 5Pg/L 0)Pg/L (1)Pg/LPg/LPg/L 5<tg/L 100Pg/LPg/L O)UP/L ~* •
jHj/X, — .
Pg/L (D/ig/L 700
Pg/L 5Mg/L 100Pg/L 5pg/L 1000Pg/L -Pg/L 5.Pg/L 2fig/L 10000
MW-6GW-/H-011
912612001
ND(1.0)ND(1.0)ND(1.0)
037JND(1.0)NDO-0)ND(1.0)ND(W)ND(10)NDOO)ND(10)
NDOO) UND(1.0)ND(l.O)
ND(l-O)NDO-0)ND(l-O)ND(l.O)
0.70 JND<1.0)ND(1.0)ND(1.0)ND(1.0)ND(l.O)ND(J-O)
ND(1.0) UND(l.O)ND(1.0)ND(l-O)NDO-0)ND(l.O)NDO-0)ND(l.O)
MW-7GW-/HPK-005
4/25/1999
ND<33)ND(33) ,ND(33)ND(33)ND(33)ND(33)ND(33).ND(33)ND(330)ND(330)ND(330)ND(330)
640ND(33).ND(33)ND(33)ND(33)ND(33)
100ND(33)ND(33)ND(33)ND(33)ND(33)ND(33)
ND(33) UND(33)ND(33)ND(33)ND(33)ND03)ND(33)ND(33)
1999FLA'
MW-7 MW-7GW-/H-020 GW-1027S9-007
5127/1999 JO/2711999
ND(25)ND(25)
- ND(25). - ND(25)
ND(25)NDipS)ND(25)ND(25)
ND(250) UJND(250) UJND(250)
ND(250) UJ370
NO(25)ND(25)ND(25)ND(25)ND(25)
110ND(25)ND(25)ND(Z5)ND(25)ND(25)
ND(2S) UND(25) UND(25)
- ND(25)ND(25)
- - ND(25)ND(25)ND(25)ND(25)
TABLE Cl
TO 2005 LTMP ANALYTICAL DATA SUMMARYrrSBURG FORMATION MONITORING WELLS
DOEFKE-HOLtlDAY SUPERFUND SITEJOHNSON COUNTY, KANSAS
MW-7 ' MW-7 MW-7GW-JH-00& ' fH-004 GW-JH-007
412612000 J/I9/2000 4/25/2002
ND(83) . ND(20) NDO-0)ND(83) ND(20). ND(l.O)ND(83) ND(20) ND(l.O)
15] ND(20) 1.8ND(83) ND(20) ND(l.O)ND(83) ND(20) ND(l.O)ND(83) ND(20) 1-1ND(83) ND(20) ND(l.O)ND(83) ND(200) ND(10)ND(83) ND(200) NDOO)ND(83) ND(200) ND(10)ND(83) ND(200) U NDOO) UJ
200 f 200 600ND(83) ND(20) ND(l-O)ND(83) ND(20) NDO-0)- .ND(83) hfb(20) UJ ND(1.0)ND(83) ND(20) NDO-0)ND(83) ND(20)UJ . ND(l-O)
76 120 120ND(83) ND(20) 2.6ND(83) ND(20) ND(l.O)ND(83) Nt»(20) ND(1.0)%
ND(83) ND(20) ND(l.O)ND(83) ND(20) ND(l.O)ND(83) ND(20) 1.5ND(83) ND(20) U NDO-0) UND(83) ND(20)., ND(l.O)ND(8.3) ND(20) NDOO)ND(83) ND(20) ND(l.O)ND(83) ND(20) ND(l.O)ND(83) ND(20) ND(1.0)ND(8.3) ND(20) 0.81 JND(83) ND(20) 1.2
MW-7GW-/H-010
9/26/2001
NDOO)ND(l-O)ND(1.0)
1.7ND(l-O)ND(1.0)
0.41 J0.191
ND(10)ND(10)ND(10)
2-4J410
ND(1.0)NDO-0)ND 0-0)ND(1.0)ND(1.0)
862.4
ND(LO)0.22}
ND(-LO)NDO.O)
1-8NDO-0) UNDO-0)ND(1.0)
0.27 JND(l.O)ND(l.O)ND (1.0)
15
MW-7 MW-7GW-fH-010 GW-JH-404
9/27/2001 5/7/2002
ND(5.0)- ND(5.0)- ' ND(5.0)- IS)
ND(5.0)- . ND(5.0)
ND(5.0)ND(5.0)
ND(50) UJND(50)UJND(50)
ND(50)UJ180
ND(5.0)ND(5.0)ND(5.0)ND(5.0) •"ND(5-0)
652.7J
ND(5.0)ND(5.0)ND(5.0)ND(5.0)ND(5.0)ND(5.0)ND(5.0)ND(5.0)ND(5.0).ND(5.0)ND (5.0)ND (5.0)ND (5.0)
MW-7GW-JH-008
4/30/2003 \
ND(6-2)ND(6J)ND(6.2)ND(6.2)ND(62) ':ND(62) .ND(6.2) ;ND(6.2) !
ND(62)ND(62)ND(62)ND(62)
180ND(6.2)ND(W)ND(6J)ND(6.2)ND(6J)
110ND(6.2)ND(&2)ND(6J)ND(6^} ' 'ND(6.2) |ND(6.2) !ND(6.2)ND(6.2)ND(6i) ;ND(6.2)ND(6i)ND(6.2)ND(6.2)ND (6.2)
MW-7GW-JH-008
4/27/2005
ND (11)NDOD .ND(ll)ND(ll)
NDODNDODNDODND(ll)ND(llO)ND(llO)ND(HO)
ND(llO) UJ310
ND(U)ND(ll)
NDODND(ll)ND(il)
110
NDODND(ll)ND(ll)NDODNDODNDOD
ND (11)11
NDODND(ll)NDODNDODNDOD
2.6J
NDOD U
PZ-1GW-JH-009
912612001
NDO-0)ND (1.0)ND(1.0)ND(1.0)
.ND.O.O)ND(l-O)NDO-0)ND(1.0)ND(10)NDOO)ND(10)
NDOO) UND(1.0)
NDO-0)ND(1.0)NDO-0)ND(l-O)NDO-0)NDO-0)NDO.O)ND(l.O)ND(1.0)ND(1-0)ND(1.0)ND(l-O)NDO-0)ND(1.0)
0.46 JND(1.0)ND(1.0) 'ND (1.0)ND(l.O)ND(1.0)
PZ-2GW-JH-0059/26/2001
-
"' ND(l-O).ND(1.0)
NDO-0)0.66 J
ND(l.O)ND(1.0)
86E051 J
NDOO)ND(10)
0.49 J4.6 J82
ND(1.0)NDO-0)
. ND(LO)3.8
NDO-0)0-20J
ND(l.O)ND(l.O)ND(l-O)
NDO-0)NDO-0)
16
NDO-0) UND(l.O)ND(l-O)
18ND(l-O)
0.17 J2946
PZ-2GW-fH-006
912612001Duplicate
ND (1.6)
ND(l-O)ND(l-O)
0.59 J
ND(l.O)ND(1.0)
68- 0-22J
ND (10)ND(10)
0-48 J4.2 J64
ND(l.O)ND(l.O)NDO-0)
4.8ND(l.O)
0.19 JND(l-O)NDO-0)ND(l.O)ND(l-O)ND(l.O)
14ND<1.0) UND(l.O) 'ND(l.O)
16ND(l-O)
0.14 J2441
Page 6 of 6
NDOBJUJU0)
Micrograms per liter |The parameter was not analyzed and/or MCL not available ,Not detected at the reporting limit in parentheses >Concentration between instrument detection limit and contract required detection limitEstimated concentration iEstimated quantitation limit !Qualified as not delectedThe MCL for Total Trihatomethanes is 80 pg/LThe MCL for 1,2-DCE (total) \vas Bken from the lowest limit of either cis-i,2-DCE and trans-l -DCE (in this case, the limit for cis-l -DCE was used)
TABLE D.I
1999 TO 2005 LTMF ANALYTICAL DATA SUMMARYFARLEY MEMBER MONITORING WELLSDOEPKE-HOLUDAY SUPERFUND SITE
JOHNSON COUNTY, KANSAS
Page 1 of9
Sample Location:Sample JD:Sample Date:
Metals • .
ArsenicArsenic (Dissolved)Barium .Barium (Dissolved) :CadmiumCadmium (Dissolved) .Chromium TotalChromium Total (Dissolved)CopperCopper (Dissolved)LeadLead (Dissolved)MercuryMercury (Dissolved)NickelNickel (Dissolved)ZincZinc (Dissolved)
Semi-volatile Organic Compounds
1,2,4-Trichlorobenzene1,2-Dichlorobenzene1,3-Dichlorobenzene1,4-DichIorobenzene2 '-oxybis(l-Chloropropane) (bis(2-chloroisopropyl) ether)2,45-Trichlorophenol2,4.6-Trichlorpphenor2,4-Dichlorophenol2,4-Dimelhylphenol2,4-DinitrophenoI2,4-Dinitrotoluene2,6-Dinitro toluene2-ChIoVonophthalene2-Chlorophenol2-Methylnaphthalene2-MethyIphenol2-Nitroaniline •2-Nitrophenol3^-Dichlorobenzidine3-Nitroaniline4/6-Dinitro-2-rriethylphenol4-Bromophenyl phenyl ether4-Chloro-3-inethyIphenol4-Chloroanuine4-Chlorophenyl phenyl ether4-Methyrphenol4-Nitroaniline
OPL-2 OPL-2 OPL-2GW-JHPK-O01 GW-102699-001GW-102S99-OO2
Units
Pg/Lpg/LPg/LPg/LPg/LPg/L
• Pg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/L
«/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/L
4«2=
50
—2000-5-
100-
1300-15-2.----
70600-75-.---
-.---- •-----------'--
4/2711999
6.7 B6.5 B85.1 B83.2 B
ND(0.20)ND(0.20)
ND(0.70)ND (0.70)
ND(l-O) UJND(1.0) UJ
NDCL2)ND(li)
ND(0.10)ND(0.10)
3-3B16 B
ND(16-6) UND(6.9) U
---
• -.- '-.•-----„-
• - -• '-
—-
—-
—_
—___
-
10/26/1999
6.6 B55 B83.1 B77.4 B : ~ .
ND(0.2)ND(0.2)ND (0.8)ND(0.8)
ND(082) U,UJND(0.7) UJND(l.l)ND(l.l)ND(0.2)ND(0.2)ND(a9)ND(8.9)
ND(il) UND(1.6) U
.------- . '--'- '------ ,_
•--
——-_
-
-
101201999Duplicate
6.6 B5.8 B82.1 B73B
ND(0.2)ND(0.2)ND{0.8)ND (0.8)
ND(0.7)UJND(0.7) UJ
ND(1.1)ND(l.l)ND(a2)ND(0.2)ND(a9)ND(8.9)ND(7) U
ND(l.l) U
----
—----- •----------------
OPL-2GW-/H-002
4/2512000
7.8 B5.8 B
82.6 BJ735 BJ
ND(03)ND(OJ)ND(0.8)ND(0.8)
4.2 BND(13)ND(1.3)ND(1.3)0.038 BJ
ND (0.037) UJ93 B4.8 B
OPL-2 OPL-2 OPL-2GW-JH-003 JH-002 JH-003
4/25/2000 9tl9t2000 9/1912000Duplicate
9.9 B7.2 B
Duplicate
83B7.0 B 85 B
91.7 BJ 97.9 B70.6 BJ 74.9 B 74.7 B
ND(03) " 0.32B -ND(03) MI>(0.25) ND(0.25)ND(0.8) ND(15) U -ND(0.8) NlND(13)ND(13)
D(l-l) ND(l.l)55 B -1.8 B 1.7 B
ND(2)U ND(1.9)ND(1.3) ND(1.9) ND(1.9)
ND (0.037) UJNp(a037) UJ
R -R R
5JJB 95B5.2 B 85 B 838
1&2B 19.6 B 45.6 -. 1.8 B
-•---
."
-- '--------•---------
-
6.5 B ND(11.8) U ND(&2)U
----
. _- --------
-----
_ '. • .-
_
-
-
_ .-- -----.-.-- -
' -
~ • ~_
— —-
~ ~_ ____ _
-- _-- ' -
— —-- -
OPL-2GW-JH-002
4/24/2001
8.4 B9.9 B91.8 B88.2 B
ND(0.22) UND(0.15)ND(0.67)ND(0.67)ND(054)ND(054)
ND(l-2)ND(L2)
ND(0.10)ND(0.10)ND(6.4) UND(i4) U
ND(16^) L)ND06.1) U
-•• -
-• •
-
-.-
. ----
. -------'---- •_
--
OPL-2GW-JH-003
4/24/2001Duplicate
8.7 B7.4 B
94L2B79.7 B
ND (0.21) UND(0.17) UND(0.67)ND(<X67)ND(0.54)ND(054)ND(1.2)
. ND(1J2)aiOB
ND(0.10)ND(5S) UND(55) UND(20.3) UND(9i) U
'
--' •
"• -. ----- . •--
• ---------
. -•
--'-""-
OPL-2GW-JH-008
9126/2001
5.2B65 B915 B71.2 B
Nt>(0.69) UND(6.49) UND(0.81) UND(0.45)
9.6 BND(2.0) U
2.1 BND(13)
ND(aiO) UJND(0.10) UJ
a9B65B52.6SOB
ND(10)ND(10)ND(10)
. ND(10) .ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(10)ND(20)ND(50)ND(50)ND(10)ND(10)ND(10)ND(IO)ND(10)ND(50)
OPL-2GW-JH-001
5/712002
ND(a6) UND(9.7) U
9Z3B81.7 B
ND(032) UND(0-32) UND(058) UND(059) UND<2.9) UND(L2) UND(1.2)ND(l^)
aiejND(0.10)ND (5.8) UND(5.6) UND(93) UND(3.7) U
-.-
'
--
. - "• T
-
'-
-
- '
-
-
-
-
-
-. ' •
-
'
-
-
-
-
-
-
O>(-2 OPL-2GW-jq-002 GW-JH-003
5J7W02 4/29/2003Dvfli
.
fate
9.4 BND(95) U 6.0B
•-] 164 B'83.9 B 74.2 B
0.56BND(OJ1)U . ND(0.29)
:-ND(0
•-
4.0 B49) ND (1.3)
8.4 BND(L2) U ND(li)
:-
ND:0•-
ND(0.-
ND(5.'-
ND(5.:
-• .-
.--
5i2) ND(1.5) .
ND(0-10) UJ10) ND(0.10) UJ
13.1 B) U 7.2 B ..
26.0)U 5.3B
..
--
~" i-------------
- . .- . '
.---
.-
.--
• -.-- •- , -:—-. ' —--
1
-
OPL-2GW-JH-003
4/21/2004
ND(3-8) UND(4.0) U
134B923B
ND(0.63)UND(0.19)ND{2.9) UND(0.85)
113 BND(0.90)
7.8ND(1.4)
ND(0.10) UJND(0.10)
11.7 B8.8 B31.6
ND(1.9) U
-----•-- •- •-- •--------.---- •--
-
OPL-2GW-JH-O034/26/2005
4.9 B3.1 B
93.0 B805 B
ND(0.20)ND(O^O)ND(1.7)ND(1.7)
Z7BND(1-0)ND(U)ND(l.l)
ND(0.10) UJND(0.10) UJ
7.9 B7.1 B
ND(llO) UND(5.6) U
-----
•- '--
.----'-
. ---
'-------
OPL-5GW-JOPK-002
4/27/1939
4.8 BZ9B76.4 B
. 71.6 BND (0.20).
ND(tt20) U1.6 B
ND.(0.70)ND(1.0) UJND(1.0)UJ
ND(1.2)ND(1^2)ND(0.10)ND(0.10).. 9.6 B
4.8 BND(188) UND<55.9) U
--- .- ^ •
'. ' ---- . . ..---
•---- •--
------ '-
TABLE D.I
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARYFARLEY MEMBER MONITORING WELLSDOEPKE-HOLUDAY SUPERFUND SITE
JOHNSON COUNTY, KANSAS
Sample Location:Sample ID:Sample Date:
4-NitrophenolAcenaphtheneAcenaphthyleneAnthraceneBenzo(a)anlhraceneBenzo(a)pyreneBenzo(b)£hioranthene
Units MCL
OPL-2 ;OPL-2 OPL-2 OPl-2GW-JHPK-001 GVf-ltt2699-001GW-10ZS99-002 GW-JH-OQ2
412711999 10126/1999 1012611999 40512000Duplicate
OPL-2 OPL-2GW-JH-OB JH-002
4OSI2000 911912000Duplicate '
Page2of9
AS/1- -;ig/L -
OPL-2 OPL-2 OPL-2 OPL-2 OPL-2 OPL-2 OPL-2 OPL-2/H-#B GW-fU-002 GW-/H-003 GW-/H-008 GW-/H-001 GW-JH-002 GW-JH-OO3 GW-/H-003
9/19/2000 4/2412001 V24RO01 9/2O2001 5I7I20O2 5/7/2002 4/298003 4010004Duplicate Duplicate
ND(50)ND(10)ND(10)NT) (10)ND(10)ND(10)
OPt-2
4/26/2005
OPL-S- lPK-
4/27/1999
US/I. -'Benzo(k)ftuorauthene ''bis(2-CMoroethoxy)ine<hanebis(2-ChloroethyI)elherbis(2-EIhylhexyl}phthaIateButyl benzylphthalateCarbazoleQuyseneDibenz(a4i)anlhiaceneDibenzofuranDiethylphthalateDimethyl phthalateDi-n-butyfphthalateDi-n-octyl phthalateFluorantheneHuoreneHexachlorobenzeneHexachlorobutadieneHexachloiocydopentadieneHexachloroethaneIndeno(l,2,3-<:d)pyreneIsophomncNaphthaleneNitrobenzeneN-Nitrosodwi-propyUunine
' N-Nitrosodiphenylamine 'PentachlorophenolPhenanthrenePhenolPyrene
— X
50
Pg/L -
pg/L
Pg/L -Pg/L -
Pg/L 1Pg/L -Pg/L -Pg/L -
ND(10)ND(10)ND(10)ND(IO)ND(10)ND(10)ND(10)ND(10)ND(10)
ND(10)NO (10)ND(10)ND(10)ND(10)
ND(10)ND(10)Nt>(10)
NO (10)
ND(10)ND(W).
. ND(10)2.0 J
NO (50)Np(10)ND(10)ND(10)
Sample Location:Sample ID:Sample Date:
Parameter.
Volatile Organic Compounds
1,1/1-Triddoroetiiane1,1^2-Telrachloroemane1,1,2-Trichloroefhane1,1-Dichloroethanei,l-Dichloroethene1,2-Dichloroelhane1,2-Dichloroethene (total)1,2-Dichlaropropane2-Butanone (Methyl Ethyl Ketane)2-Hexanone4-Melhyl-2-Pentanone (Methyl Isobutyl Ketone)AcetoneBenzeneBromodichlorome thaneBrofliofonxvBramomethane (Methyl Bromide)Carbon disulfideCarbon tetrachlorideChlorobenzeneChloroethaneChloroform (Trichlpromethane)Chloiomethane (Methyl Chloride)ds-I,3-DidiloropropeneDibromochlorcfmethaneEthylbenzeneMethylene chloride
StyreneTetrachloroetheneToluene'trans-l.S-DichloroprdpeneTrichloroetheneVinyl chlorideXykne (total)
TABLE D.I
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARYFARLEY MEMBER MONITORING WELLSTOEPKE-HOLUbAYSUFERFUND SITE
JOHNSON COUNTY, KANSAS
Page3of9
Units MCL
OPL-2 OPL-2 OPL-2 OPL-2 OPL-2 QPL-2GW-PJPK-4O1GW-102699-001GW-102699-002 GW-JH-OOZ GW-JH-003 • JH-002
4/27/1599 10001999 10/26/1999 4/25/2000 4/25/2000 309/2000Duplicate Duplicate
OPL-2 OPL-2 OPL-2 OPL-2 OPL-2JO-O03 GW-JH-002 GW-JH-WB GW-JH-008 GVI-JH-OO1
9/19/2000 4J24t20m 4/24/2001 9126I2OO1 5I712O02Duplicate • Duplicate .
Hg/L 200/.g/L -Itg/L 5Mg/L -,ig/L 7l«8/t. .5
<ig/L 70*Mg/L SAg/L -pg/L -/tg/LMg/L -<tg/L 5Hg/L 0)Mg/L H)Ag/LAg/L/•g/L S;ig/L 100fig/L -
Mg/L 0)Mg/L -Pg/L -Mg/L (1)/ig/L 700Ag/L 5<ig/L 100*g/L 5jig/L 1000
Mg/L -Mg/L 5Mg/L 2Ag/L 10000
ND(2.0)ND(2.0)ND(2.0)
1.4 JND(2.0)
596J
ND(2.0)ND(20)ND(20)NT5(20)ND(20)
15 JND(2.0)ND(iO)ND(2.0)ND(2.0)ND(2.0)NDC.O)ND(2.0)ND(2.0)ND(2.0)ND(2.0)ND(ZO)ND(2.0)NO (2:0)ND(2.0)
0.79 J'NO (2.0)NO (2.0)
534.1
ND(2.0)
Notes:fg/L-NDQBJUJU(1)
ND(1.0) NDd.0) ND(l.O) NDO-0)ND(l-O) ND(1.0) ND(1.0) NDO-0)ND(1-0) ND(1.0) . ND(l.O) ND(l.O)
1.6 15 . . 1.9 1.90.57J 056}. 0.43 J 0.54 J
11 12 39 407.6 7.7 5.4 53
ND(1.0) ND(1.0) NDO-0) ND(l.O)NDOO)UJ ND(10)UJ ND(10) ND(10)NDaO)UJ ND(10)UJ ND(10) ND(10)ND(10) ND<10) ND(10) ND{10)
ND(10) UJ NDOO) UJ ND(10) ND(10)1.0 1.1 ND(1-0) 2.9
ND(1.0) ND(1.0) NDO-O) ND(l.O)ND(1.0) ND(1.0) ND(1.0) ND(1.0)NDO-0) ND(1.0) NDa-0) ND(l.O)
0.31 J 0.43 J 0^4 J ND(l-O)ND(l-O) ND(1.0) ND(1.0) NDaO)
0.43J 0.43J 058 J . 055 J1-4 NO (1.0) Nt)(1.0) ND(1.0)
ND(l.O) ND(1.0) ND(l.O) 0.16 JND(l-O) ND(10) ND(l.O) ND(l.O)ND(l-O) ND(1.0) ND(l.O) ND(1.0)ND(1.0) ND(1.0) ND(1.0) ND(l.O)
. ND(1.0) ND(1.0) NDa.O) ND(1.0)NDa.6)U ND(1.6)U NO (1.0) U ND(l.O) U
: ND(1.0) ND(1.0) . ND(l.O) ND(1^0)ND(1.0) ND(l-O) 0.16 J 0.17 J
ND(1.0) U ND(1.0)U ND(l.O) U NO (1.0)ND(l.O) ND(1.0) ND(l.O) ND(1-0)
1.7 1.7 3.8 3.84J 44 3.4 33
ND(l.O) ND(1.0) ND(1.0) NDO.O)
Micrograms per literThe parameter was not analyzed and/or MCL not availableNot detected at the reporting limit in parentheses
: I: 1
ND(l-O)" ND(1.0)
ND(l-O)1.2|
ND(1.0)3.44.2
NDO-0)ND(10)Nb(lO)NDOO)ND(10) . -
ND(1.0)ND(1.0) .
1 1
ND(1.0)ND(l-O) UJ
ND(1-0)MD(1.0)UJ
0.76J
NpaoxND(1.0)
ND(1.0)ND(1.0)ND(1.0)ND(1.0)NDPO)NI>(1.0)Npa-0)ND(1.0)ND(l.O)
asojio
Nt>ao)
ii
ND(3J)ND(3.3)ND0.3)
iOJND(3J)
773.0 J
ND(3.3)ND(33)ND(33)ND(33)
ND(33)UJND(3JJ)ND(3J)ND(33)ND (33)ND(3J)ND(33)ND(3J)ND(3J)ND(3J)ND(33).ND(3J)NDP3)ND(33)
ND(33) UND(33)ND(3J)ND(33)ND(33)
4.42.4 J
ND(33)
ND(33)ND(33)ND(33)
2-UNDC33)
803.9
ND(33)ND(33)ND(33)ND(33)
ND<33) UJND(33)ND(33)ND(33)ND(33)ND(33)ND(33)ND(33)ND(33)NDP3)ND(33)ND(33)ND(33)ND(33)
ND(33) UND(33)ND(33)ND(3.3)ND(33)
4-62-4J
ND(33)
ND(1.0)ND<1.0)NDflO)
1.6031 J. 8.6
4J2ND(LO)
NDOO)NDOO)ND(10)ND(10)
037JND(l.O)NDa.O)ND(1.0)
0^6 JND(l.O)
050]ND(1.0)ND(1.0)ND(1.0)ND(l.O)
NDaO)ND(l.O)
ND(l.O) UND(1.0)ND(l.O)NDH-O)ND(1.0)
1.52.6
ND(l-O)
ND(13)ND(13)ND(1.3)
1.7ND(13)
36 .4-25 -
ND(13)ND(13)UJ -ND(13) UJ -ND(13)
ND(13) UJND(13)ND(13) ^~ND(i3)ND(13)ND(13)ND(13)
0.49 JNDO3)
ND(l-3)ND(13)ND(13)ND(13)
-
ND(2.0)ND(2.0)ND(2.0)
1S1ND(2.0)
403.0
ND(2.0)ND(20)UJND(20)ND(20)
ND(20) UJ25
NDC-0)ND(2.0)ND(2.0)ND(2.0)ND(2.0)ND(2.0)ND(2.0)ND(2.0)NDP-0)NDC2.0)ND(ZO)
ND(13) '-- NDP.O)ND(13) - ND(2.0)ND(13) - ND(2.0)ND(13) - [ Z4ND(13) -
ND03) '-
ND(2.0)NDC2.0)
2S - 331.7 - - X7
ND(13) - ND(2.0)
• ' \
. }
ND (1.0)ND(1.0)ND(l.O)
1.4ND(1.0)
313.0
ND(1.0)ND(10)
ND(1Q) UJND(10)
NDOO)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(LO)ND(1.0)
0.41 JND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(l.O)ND(l.O)
0.65 JND(1-0)ND(1.0)
3.61.9
ND{1.0)
NDfl.O)ND(l.O)ND(1.0)
U0.28 J1333
ND(1-0)ND(10)ND(10)ND(10)ND (10)ND(1.0)NDO-O)NDa.O)ND(1.0)ND(l.O)ND (1.0)
056 J0.27 J
ND(1.0)ND(1.0)NOa-0)ND(l-O)NDa.O)ND(1.0)ND(1.0)
0^0 JND(1.0)ND(1.0)
2.02.0
NDa.O)
ND(1.0)ND (1-0)ND(l-O)
031 JND(l.O)
10i:s
ND(1-0)ND(10)NDaO)ND(10)NDaO)NDa-0)ND(1.0)ND(l.O)Np(l.O)
NDa-0)ND (1.0)ND(l-O)ND(1.0)ND(l.O)
030JND(l.O)ND(1.0)ND(1.0)NDO-O)ND(l.O)
1.1ND(l.O)ND(1.0)
13ttTlJ
ND(l-O)
Concentration between instrument detection limit and contract required detection limit ' .Estimated concentrationEstimated quantitation limitQualified as not detectedThe MCL for Total Trihalomethanes is 80 Ag/L
- '
The MCL for 1,2-DCE (total) was taken from the lowest limit of either os-l,2-DCE and trans-l,2-DCE (in this case, Bie limil for cis-i;j-DCE was used) 'l
TABLED.1
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARYFARLEY MEMBER MONITORING WELLSDOEPKE-HOLUDAY SUPERFUND SITE
JOHNSON COUNTY. KANSAS
Page 4 of9
Sample Location:Sample ID:Sample Date
ArsenicArsenic (Dissolved) ..BariumBarium (Dissolved)CadmiumCadmhun (Dissolved) 'Chromium TotalChromium Total (Dissolved)CopperCopper (Dissolved)Lead . .Lead (Dissolved)Mercury •Mercury (Dissolved)NickelNickel (Dissolved)ZincZinc (Dissolved)
Semi-volatife Organic Commands
1,2-Dichlorobenzene1,3-Dichlorobenzene1,4-Dichlorobenzene2,2'-oxybis(l-Chloropruparte) (bis(2-chloroisopropyi) ether)2,45-TrichlorophenoV2 ,6-Trichlorophenoi2,4-Dichloropheno]2.4-Dimethyh?henoJ2,4-Dinibrophenol2,4-DinitrotoIucne^6-Dinitrotoluene2-ChIoronaphthalcnc2-Chlorophenol2-MethyinaphthaIene2-Methylphenol2-Nitroaniline2-Nitrophennl33'-Kchlorobenzidine3-Nitroaniline4£-Dinitro-2-niethy]phenol4-Bromophenyl phenyl ether^Chloro-3-methyIphenol^Chloroaniline4-Chlorophenyl phenyl ether4-MethyIphenol4-NitroaniHne
~ Units
Pg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/L
Pg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LCg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/L
MCt
50-
2000-
5-100-
1300-15-
2---
• -
~~
70600-75--------
-------
-----
--
OPt-5GW-102699-003
1012611999
75 B7.6 B124 B89.9 B
ND(0.22) UND(0.2)
3.2 B
ND(0.8)11.1 BJ
ND (0.7) UJZ2B
ND(1.1)ND(0.2)ND(0.2)ND(8.9)ND(8.9)
ND(8J) UND(6.7) U
-
---
. ----
. • -- •-
-'
------ ..
-- '---
--
OP1-5GW-JH-001
4/2512000
12.1
8.3 B210 J
73.4 BJ031 B
ND (03)9.6-B
ND(0.8)3Z6
ND(13)7.2
ND(13)0.25 J
ND (0.037) UJ17.9 B52 B35.92.1 B
------'
• -- . ^ •-
—----------------
OPL-SJH-O01
911912000
17414.9264
915 B0.89 B034B13.8
ND(1.6) U50.42.6 B8.6
ND(1.9)RR
26.0 B5-1 B62^26.0
- '
—-' --•-----'-
• ---------- • • •-----
OPL-5GW-JH-001
4/24/2001
ND(5.7) UND(4.6) U
100 B725B
ND(031) UND(OJZ5) UND(2.0).UND(0.67)
856ND(O54)
15 BND(1.2)ND(aiO)ND(0.10)ND(9.8) UND(6.7) UND(21.0) UND(75)U
. -
-- •---'----
. ' -
• - .-- •----
.
' -----
--
OPI s OPI^SGW-JO-007 GW-fH-003
912612001
.
175
. 8.6 B390
805 B
5/7/2002
10552 B257
95.8 BND(1.8)U ND(0.73)U
ND (0.21) U ND (0.40) U18.2
ND(0.45)863
135ND (0.83) U
49.2
ND(1.7)U ND(1.1) U20.6
ND(1J)0.12 JB
9.6ND(1.2)
0-35JNTD(0.10)UJ ND(0.10)
43.06.4 B103
14.4 B
NDnO) l
ND(10)ND(10)ND(10)ND(10)ND(U»ND(10)ND(10)ND(10)ND(50)ND(10)ND(10)ND(10)ND(10)NDaO)ND(10)ND(50)ND(10)ND(20) .ND(50)ND(50)ND(IQ)ND(10)ND(10)NDOO)ND(10)ND(50)
27.1 B7.0 B445
ND(9.7) U
1
-_
-------
—-
. --
.-
i
-
-----
-
—
OPL-5GW-/H-002
4/29/2003
, 212.7.8 B403118 B1.8 B
ND(a29)25.6
ND(13)8^2
ND(1.2)26.0
ND(15)0.18J
ND(0.10) UJ702.
20.6 B88.052.7
-
-- -- '
------
------ ---
---.--
-'
OPt-5GW-JH-0024/21/2004
25.0ND(3.6) U
926835 B4.1 B
ND(037) U645.
ND(0.85)199
ND(0.90)61.4
ND(l-4)11 J
ND (0.10)124
12.7 B210
ND(6.7) U
-
• - '. -
.---'-
' ----
' -----
—-.-
-----
-— '
OPt-5GW-JH-0024/26/2005
5.9 B45 B180 B74.4 B0.35 B
ND(OL20)9.6 B
NDO-7)26.7
ND(1-0)7&
ND(l-l)0.13 J
ND(0.10) UJ18.6 B6.3B31-0
ND(7.4) U
------• •-------
. ------------—
O»V-10a
4/28OS99
OW-JOfl
10/2711999
OW-lOaGW-JJJ-007
4/26/2000
OW-lOa OW-lOa OW-lOaJH-008 GW-JH-006 GW-JU-003
912012000 4/25/2001 9I25/20O1
ND(10)ND (10)ND (10) 'ND(10)ND(10)
ND(10)ND(10)ND(10)ND(50)ND(10)
ND(10)ND(10)ND(10)ND(10)ND(50)ND(10)ND(20)ND(50)ND(50)ND(10)ND(10)ND (10)ND(10)ND(10)ND(50)
TABU D-J
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARYFARLEY MEMBER MONITORING WELLSDOEPKE-HOLUDAY SUPERFUND SITE
JOHNSON COUNTY, KANSAS -•
Sample Location:Sample ID:Simple Date:
4-NitrophenolAcenapbttiene •AcenaphthyleneAnthracCTieBenzo(a)anthranneBenzo(a)pyreneBenzo(b)fluorantheneBenzo(gJu)peiyleneBenzo(k)9uaianthenebis(2-Cliloroethoxy)me thanebis(2-Ch]aroethyl)etherbis(2-E(hylhexy])phlhalaleButyl benzytphthalateCaibazoleChiyseneDibenz(a,h)anthraceneDibenzofuianDiethylphthalateDimethyl phlhalalePi-n-butyiphlhalatePi-n-cxtyl phthalateFluorantheneFluoreneHexachlorobenzene
OPL-5 OPL-5 OPL-5 OPI SGW-I02699-003 GW-/H-001 JH-COl
W126H999 #25/2000 9/19/2000 4/24/2001
Writs MCL
/ig/L -Mg/t -/tg/L 02
6
Pg/L -
fg/I- -Mg/LMg/L -Xg/L -
HexachlonxyclopentadieneHexachloroethane
Pg/L . -Hg/L 1PgA-Ag/L SO
Ag/L -IsophoroneNaphthaleneNitrobenzeieN-Nitrosodi-n-propylamineN-NitrosodlphenylaminePentachlorophcnolFhenanthrcnePhenolPyrene :
Ag/L -Ag/L -
1
Ag/LAg/L -
OPL-5 OPL-5 OPL-SGW-JH-001 GW-JH-007 GW-JH-003 GW-JH-002 GW-JH-002 GW-JH-QO2 GW-IUPK-H06GW-102799-006 GW-JH-007
312612001
NO (50)ND(iO)ND(TO)ND(10)ND(10)ND (10)ND(IO)ND(10)>3D(10)ND(10)ND(10)ND(10)ND(WJ)Nt)(10)ND(10)ND(10)ND(TO)ND(IO)
snnon 4/29/2003 4/21/2004
ND{10)ND(10)
ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(IO)ND(10)ND(10)ND(IO)ND(tO)ND(50)ND(10)NDflO)
ND(10)
OPL-5 OPL-S OW-IOa OW-IO« ' OW-i0a OW-10a OW-lOn OW-lOaJH-408 GW-JB-006 GW-JH-O03.
4I261200S 4/28/1999 10/27/1999 '.412612000 912012000 4/25/2001 9/25/2001
ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)
ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)NDOO)ND(10)ND(10)NDOO)ND(10)
ND<tO)NDOO)ND(10)
ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(IO)ND(50)ND(10)
Page5cf9
ND(10*
Sample location:Sample ID:Sample Date:
Parameter
Volatile Orranie Commands
Units MCL
OPL-5 . OPL-5 OPL-5GW-102699-003 GW-JH-OOl JH-001
IO/2&1999 4/25/2000 9/19/2000
TABLE D.I
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARY *FARLEY MEMBER MONITORING WELLSDOEPKB-HOLUDAY SUPERFUND SITE
JOHNSON COUNTY, KANSAS"
OPL-5 OPL-51. OPL-5 OPL-5 OPL-5 OPL-5 OW-IOa OW-lOaGW-JH-OOl GW-JH-007 GW-JH-W GW-/H-002 GW-/H-OJ2 GW-JH-002 GW-JHPK-006 GW-102799406 \ GW-JH-007
4I24I20O1 9126/2001 snntxa. 0230003 4/21/2004 4/26/2005 412811999 1007/1999 4/26/2000
OW-IOa .OW-IOa . OW-IOaJH-OOS GW-JH-006 GW-/H-003
9/20/2000 4/25/2001 9/25/2001
Page 6 of9
I,l.l-Trichloroe8iane
(J
1,1 -Trichloroethane1,1-Dichloroetnane1,1-rachloroelhene1 -DichloroethaneI>t3ichloroethene (total)1,2-DichloropTopane2-Butanone (Methyl Ethyl Ketone)2-Hexanone4-Methyl-2-Penlanone (Meftiyl Isoburyl Ketone)AcetoneBenzeneBromodichlaromethaTieOi UU K l U U I
Bromornethane (Methyl Bromide)Carbon disulfideCarbon tctrachlorideChlorobenzeneChloroethaneChloroform (Trichloromelriane)Chloromethane (Methyl Chloride)cis^lJ-Dichloropropene ' .DibroinochloroinethaneEthylbenzeneMethylene chlorideSlyreneTetrachloroetheneToluenelrans-13-Dichloropropene
.TrichloroethcneVinyl chlorideXylene (total)
PR/LPg/tPg/LPg/LPgAPg/LPg/LPgAPgAPg/LPg/LPg/LPg/LPg/LPS/LPg/LPg/LPg/l-Pg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/L
200 ND(7.7) ND(2.0) ND(36) NDfl.O) ND(l.O)ND(7.7) ND(2.0) ND(36) ND(l.O) ND(1.0)
5 ND (7.7) ND(2-0) ND(36) ND(l.O) ND(LO)j4.0J 1.1 J ND(36) ND(1.0) 3.1 !
7^ ND(7.7) ND<2.0) ND(36) ND(l.O) NDOO)I5 230 47 340 &0 . •• 160 !.
70* 12 4.2 ND(36)U 0.96 J 115 ND(7.7) ND(ZO) ND(36) ND(l.O) NDO-0) <
Nt>(77) U] ND(20) ND(360) ND(10) ND(10)- ND(77)UJ ND(20) ND(360) ND(10) NDOO}
ND(77) NfD(20) ND(360) ND(10) ND(IO)ND(77) UJ ND(20) U ND(360) . ND(10) UJ 3.4J
5 11 1.9 J 18 J ND(1-0) &8 !
(1) ND(7.7) ND<2.0) ND(36) NDfl.O) ND(l.O)(1) ND(7-7) ND(2.0) ND(36) ND(l.O) ND(1-0)
ND(7.7) ND(2.0) ND(36)UJ ND(1.0) ND(1.0)ND(7.7) ND(2.0) ND(36) ND(l.O) ND(l.O)'
5 ND(7.7) ND(2.0) ND(36)UJ ND(1.0) ND(l.O)100 ND(7.7) 0.13J ND(36) MD(l.O) OJ3J
ND(7.7) ND(10) ND(36) ND{1.0) ND(l.O)(1) ND(7^ ND(2.0) ND(36) ND(l.O) ND(l-O) )
ND<7.7) ND(2-0) ND(36) ND(l.O) ND(l.O) ,ND(7.7) ND(2.0) ND(36) ND(l.O) ND(10) i
(1) ND(7.7) ND(ZO) ND(36) ND(l.O) ND(l.O)700 ND(7.7)U NDP.O) ND(36) ND(l.O) 058J5 ND(7.7)U NDC-0) ND(36)U ND(l.O) NDO-0) U
100 NDf7.7) ND(2.0) ND(36) ND(l.O) ND(1-0)5 87 3.0 7^] 0.74 J 9.0 ,
1000 ND(7.7)U ND(2.0)U ND06) ND(1.0) 030}ND(7.7) ND(2.0) ND(36) ND(1.0) ND(l.O)
5 13 4.9 11 J 1.1 122 85 1.8J ND(36) .034J 8-0 |
10000 ND(7.7> ND(2.0) ND(36) ND(l.O) 0.61 J |i1
' Notes:pg/L Micrograms per liter .
The parameter was not analyzed and/or MCL not available .NDQ Not detected at the reporting limit in parentheses •
ND(l-O)ND(1.0)ND(1.0)
0.8 J.ND(l-O)
272.1
ND{1.0)
NDOO) UJND(10) UJND(10)
ND(10) UJNDO.O)ND(l.O)ND (1.0)ND (1.0)ND (1.0)ND (1.0)ND(1-0)ND(1.0)ND(1.0)ND (1.0)ND(1.0)ND (1.0)
0.13 JND (1.0)ND(1.0)
1.4ND(1.0)ND(1.0)
2J5
0.81 JND(LO)
ND(3J)ND0.3)ND(33)
13JND(3J)
882.9]
ND(3J)ND(33)ND(33)
ND(33)UJND(33)
6.1ND(3J)ND(3.3)ND(3J)ND(3J)ND(3.3)ND(33)ND03)ND(3-3)ND(3J)ND<3.3)ND (33)
- ND(33)ND(3-3)ND0.3)
2.0JNt>(33).ND(33)
1.4 JND(33)ND(33)
ND(l.O)ND(l.O)
ND(1-P)ae6j
ND(1.0)251.4
ND(1.0)ND(10)
NDaO) UJNDOO)
ND(10)UND(t.O)ND(l.O)ND(1.0)ND(l-O)ND(l.O)ND(l.O)ND(1.0)ND(l-O)ND(l-O)ND (l.Q)ND(1.0)ND(l.O) .ND(l.O)
ND(1-0)ND(l.O)
1.4ND(l-O)ND(1.0)
13a 46 1
ND(1.0)
ND(1.0)
ND(1.0)ND(l.O)
asojND (1.0)
3535
ND(l.O)ND(10)ND(10)ND(10)ND(10)
0^6 JNDa.O)ND(1.0)NDO.O)ND(1.0)ND(1.0)ND(l.O)ND(1.0)ND(1.0)ND(1.0)ND(l.O)
NDO-0)ND(l.O)ND(l.O)ND(l.O)
Z4ND (1.0)NDO-0)
331
ND(1.0)
ND(2.0). ND(2.0)
ND(2.0)NDp.0)NDP-OJND(2.0)ND(2.0)ND(2.0)ND(20)ND(20)ND(20)
30ND(2.0)
ND(2.0)ND(2.0)ND(2.0)ND(2.0)ND(10)ND(2.0)NDC2.0)ND(2.0)
NDC2-0)ND(2.0)NDP-0)ND(2.0)ND(2.0)ND(2.0)ND(2.0)
l^JND(2.0)
ND(2.0)ND(20)ND(ZO)
ND(1.0)ND(1.0).NDO-0)
rJD(l-O)NDO-0)ND (1.0)NDO-0)ND (1.0) ;
ND(1.0)ND (1.0)ND(1.0)ND(1.0)ND(1.0)ND(l-O)ND(1.0)ND(1.0)
ND(10)UJ ND(IO)ND(10) UJ
NDOO)ND(17)V,VJND(1.0) U
NDO-0) :
ND(10)ND(10)
NDOO) UND(l-O)
NDO-0)NDOO) ; ND(1.0)ND(l-O)ND(1.0)ND(1.0)
NDO-0)
ND(l.O)NDO-0)ND(l.O)ND (1.0)
ND(1.0) JND(l-O)0.088) ) 0.46 J
NDO-0) JNDO-O)ND(1.0) ND(l.O)
NDO-0) : ND(1-0)ND(1.0) • ND(1.0)
ND(1.4) U NDO-0)ND(1.0) ; ND(l.O)ND(l.O) ND(l.O)
0.44 J NP(1.0)UND(1.0) ND(l.O)ND(1.0)ND(l.O)ND(1.0)
B Concentration between instrument detection limit and contract required detection limitJ Estimated concentrationUJ Estimated qaantitation limit • |U Qualified as not detected I(1) TheMCLforTotaITrihalomethanesis80/ig/L* The MCL for 1,2-DCE (total) was taken from the lowest limit of either cis-1 ,2-DCE and trans-^DCE (in this case, the limit for cis-l,2-DCE was used)
vID(l.O)•4DO-0)JD (1.0)
ND(1.0)ND(1.0)ND(l-O)ND(l-O)ND (1.0)ND(1.0)NDOO)ND(l.O)NDOO)NDOO)NDOO)
ND04) UND(l-O)ND(l.O)NDO-0)
ND(l.O) UJ
ND(l-O)ND(1.0) UJ
ND(l-O)ND(l-O)
036JND (1.0)ND(l.O)ND (1.0)ND (1.0)ND(l.O)ND(l.O)ND (1.0)ND(1.0)ND(l.O)ND (1.0)ND(1.0)ND (1.0)
ND(LO)NDO-0)ND (1.0)ND (T.O)ND(1.0)ND(l.O)NDOO)ND(1.0)ND(IO) .ND(10)NDOO)
33JND(1.0)
ND (1-0)NDO-0)ND(1.0)
NDO-0)ND(1.0)ND(l-O)ND(l.O)ND(l.O)ND{1.0)NDOO)ND(l.O)NDO-0)NDO.O)ND(l.O)
NDO-0)ND(l.O)ND(l-O)ND (1.0)NDO-0)ND(l-O)
ND(l-O)ND (1.0)NDO-0).ND(IO)ND (1-0)ND (1-0)NDO-0)ND (1.0)ND(10)ND(10)NDOO)
73 J0.18J
ND(l.O)NDO-0)NDO-0)ND(l-O)ND(1.0)ND(l-O)ND (1.0)
037 JND(l.O)ND (1.0)
NDO-0)ND(1.0).ND(l.O)ND (1.0)NDO.O)ND(1.0)ND(l.O)ND(1.0)ND(l.O)NDO.O)
'
Sample Location:Sample ID:
'Sample Date:
TABLED.1
1999 TO J005LTMP ANALYTICAL DATA SUMMARYFARLEY MEMBER MONITORING WELLSDOEHCE-HOLUDAYSUPERFUND SITE
JOHNSON COUNTY, KANSAS
OW-lOa OW-lOa OW-lOa OW~10a OW-lOm OW-lla OW-lla OW-lla OW-ila OW-lla OVf-llaGW-/H-003 GW-JH-D09 GW-JH-007 GW-JH-007 GW-/H-007 GW-JHPK-004 GW-102799-005 GW-JH-006 JH-OO7 GW-pJ-OOS GW-]»-0029/27/200 5/8/3002 4/30/2003 4/21/2004 4/27/2005 4/2811999 1(027/1999 4/26/2000 9/20/2000 4/25/2001 9/25/2001
Units MCL
ArsenicArsenic (Dissolved)BariumBarium (Dissolved)CadmiumCadmium (Dissolved)Chromium TotalChromium Total (Dissolved)CopperCopper (Dissolved)Lead .Lead (Dissolved)MercuryMercury (Dissolved)Nickel . .Nickel (Dissolved)ZincZinc (Dissolved)
Semi-volatile Orranic Compounds ' .
1,2,4-TrichIorobenzene1,2-Dichiorobenzene13-DichloTobenzene1/4-Dichlorobenzene2 '-oxybis(l-CWoropropane) (bis(2-chlaroisopropyl) ether)2,4>5-Trichterophenol2,4,6-Trichlarophenol2,4-Dichlorophenol2,4-DimethylphenoI2,4-Dinitrophenol2,4-DinitrotoIuene • . • .2,6-Dinltrotoluene2-Chloronaphlhalene2-Chlorophenol
• 2-Methylnaphlhalene2-Methylphenbl2-Nitroanfline2-Nitrophenol3J'-DichJorobenzidine3-Nitroaniline4^-Dirutro-2-methylphenol4-Bromophenyl phenyl ether4-ChIoro-3-mettiylphenol4-Chloroaruline4-Chlorophenyl phenyl ether4-MethyIphenol4-Nitroanfline
50 3.9B
2000 HOBpg/Lpg/L 5 ND(0.53) UPg/L
100 ND(2.9) U
»ig/L 1300 12.9 B
15 ND(1.3)
2 ND(0.10)
8.1 B
57.6 J
Pg/L 70jtg/L 600
75Pg/L -
Pg/L -pg/LPg/L -
Pg/L -Pg/L
Pg/L -
Pg/1-Pg/L -
Pg/L -Pg/L -Pg/L
Pg/L -
Pg/L -
Pg/L -pg/L
Pg/L
Pg/L
. Pg/L -Pg/L -Pg/L
Pg/L -
ND(10)ND{10)ND (10)ND(10)ND(K»ND(10)ND(IO)ND(10)
ND(50)ND(10)ND(10)ND(10)ND(10)ND(IO)ND(10)ND(50)
ND(20)ND(50)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)
OW-lla OVf-lla OW-lla OW-llaGW-JH-008 GW-fH-006 GW-JH-W6 GW-JH-O06
51812002 4/30/2003 4/21/2004 4/27/2005
Page7of9
Sample Location:Sample ID:Sample Date
4-NitrophenoJAcenaphtheneAcenaphthytene .AnthraceneBenzo(a)anthraceAeBmzo(a)pyraieBenzo(b)fluoranlh€neBenzo(gJu)peryteneBenzo(k)Buoranthenebis<2-Chloroe«hoxy)methanebis(2-Chloroelhyl)etherbfe(2-EthyIhexyl)phtha]ateButyl benzyiphthalate 'CarbazoleChiyseneDibenz(aJi)aREhracene .DibenzofuranDiethyl phthalateDimethyl phthalateDi-n-trutylphthalateDi-n-octyl phthalateFluorantheneFtaoreneHexachlorobenzeneHexachlorobuladieneHexachlorocydopentadieneHexachloroethane
Units MCL
/•8/L -
. TABLED.1- i
1999 TO 200S LTMP ANALYTICAL DATA SUMMARYFARLEY MEMBER MONITORING WELLSDOEPKE-HOL1JDAY SUPERFUND SITE
JOHNSON COWIX KANSAS . .
OW-lOa OW-lOa '. OW-IOfl OW-lOa . OW-lOa j OW-llo OW-lla , OW-lla OW-lla OW-lIo .OW-lla.;GW-JH-003 GW-JH-009 GW-JH-W7 GW-JH-007 GW-JH-OttJ GW-JHPK-WH GW-102799^W5 GW-JH-O06 JH-007 GW-JH-005 GW-JH-002
9127/2001 518/2002 4/30/2003 4/21/2004 4/27/2005 4/28/1999 UU27/1999 4/26/2000 9/20/2000 4/25/2001 9125/2001
ND(50>
Mg/L-
pg/L -JigA- 6
Pg/L -
pg/L;ig/L
Mg/L
IsophoroneNaphthaleneNitrobenzeneN-Nitrosodi-n-propylamine
. N*NitrosodiphenylaininePentachlorophenolFhenanthrenePhenolPyrene
»ig/L -
Cg/1- 50Cg/L -MgA-Mg/L
pg/L -
ND(10)ND(10)ND(10)
ND(10)ND(10)ND{10)ND(10)ND(10)ND(10)Up 00)NT) (10)NDflO)ND{]0)
1-OJND(10)
ND(10)ND(10)ND(10)
ND(10)ND(10)ND(10)ND(iO)NT) (10)ND(10)ND(10)ND(10)NDflO)ND'(10)NDflO)ND(50)ND(10)
ND(W)NDflO)
Page 8 of 9
OW-lla OW-lla OW-lla OW-llaW-JH-008 GW-JH-006 GW-JH-006 GW-JH-0065/8/2002 4/30/2003 4/21/2004 4/27/2005
Sample Location:Sample ID:Sample Date:
Units MCL
TABLED.l
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARYFARLEY MEMBER MONITORING WELLSDOEPKE-HOUUDAY SUPERFUND SITE
JOHNSON COUNTY. KANSAS
OW-lOa OW-Wa OW-lOa OW-lOa OW-lOa OW-ilo OW-lla OW-lla OW-JIa OW-lla OW-lla '; OW-lla. OW-lla OVf-lla OW-lIaGW-JH-003 GW-JH-009 GW-JH-007 GW-JH-007 GW-JH-007 GW-JHPK-W4 GW-102799-OOS GW-fIt-006 JH-007 GW-JH-OOS GW-/H-002 j GW-/B-OOS GW-JH-006 GVt-JH-006 GW-ja-t>06
912712001 51812002 4/30/2003 4/21/2004 4/27/2005 4/2811999 10127/1999 4/202000 912012000 4/25/2001 9/25/2001 \ ' SIS/2002 4/30/2003 4011200* 4/27/2005
Page 9 of9
Volatile Orfaiae Compounds
1,1,1-Trichloroethane14JW-TetracMoroetnanel,l>Trichloroetnane .1,1-Dichloroethanel,l-Dichloroe*hene1,2-Dichloroethanel Kchloroethene (total)1,2-Dichloropropane2-Butanone (Methyl Efliyl Ketone)2-Hexanone4-MeJhyl-2-Pentanone (Methyl Isobutyl Ketone)AcetoneBenzeneBrornodichloroine thaneBroxnofonnBromomethane (Methyl Bromide)Carbon ddsulfideCarbon tetrachlorideCKlcrobenzeneChloroethaneChloroform (Trichloj omethane)Chloromethane (Methyl Chloride)ds-13-DichloropropeneDibromochloromethaneEthylbenzeneMethylene chloride • 'StyreneTetrachloroetheneToluenetrans-l,3-DicnloropropeneTrichloroethcneVinyl chlorideXyJene (total)
fig/L 200fS/l-Pg/L 5pg/LPg/L 7pg/L 5pg/L 70-
Cg/L -fg/LPg/Lpg/L
5
O)0)
^g/L -Pg/LHS/L 5jig/U 100
/ig/t (1)
(1)7005
(«g/L 1005
1000Hg/L -
52
fig/L 10000
Notes:
NDQBJUJU0)
NDOOND(lJO)ND(l-O)NDO-0)ND(l-O)NDO.O)ND(1.0)NDOO)
0.42 JND(10) UJ
NDOO)57J
ND(l-O)ND(10)ND(1.0)NDO-0)ND(l-O)ND(l-O)NDO-0)ND(1.0)
0.24 JND (1.0)ND(1.0)ND(l-O)NDO-0)ND (1.0)ND(l.O)ND(i.O)
0.74 JND (1.0)ND(1.0)ND(l.O)ND(l.O)
ND(2.0)ND(2.0)ND(2.0)ND(2.0)ND(2.0)NO (2.0)NDC2-0)ND(2.0)ND(20)ND(20)ND(20)
120ND(ZO)ND(2-0)ND(£0)ND(2.0)ND(2.0)ND(2.0)ND(ZO)ND(2-0)NDP-O)NDCZ.O)ND(2.0)ND(2.0)ND(2.0)ND(2.0)ND(ZO)ND(2.0)
1.6JNDP-O)ND(ZO)ND(2.0)ND(2.0)
NDO-0)NDO-0)ND(l-O)NDO-0)ND(1.0)NDO-0)ND(1.0)ND (1.0) •NDOO)
ND (10) UJND(10)
NDO<) U073 J
ND(1.0)ND(1.0)ND(1.0)ND(1.0)NDOO)ND.(l-O)ND(l-O)ND(1.0)ND(l-O)ND(l-O)ND(1.0)NDO-0)
. ND(l.O)ND(l.O)ND(l-O)
1.1ND(l.O)ND(l.O)ND(l.O)ND(1.0)
NDq.O)NDO.O)ND(l-O)-0.26J
ND(l.O)OJ6J
ND(1.0)ND(1.0)ND(10)ND(iO)NDOO)
ND(5-0)ND(5-0)ND(5.0)ND(5.0)ND(5.0)ND(5.0).ND(5.0)ND(5.0)ND(50)ND(50)
.ND(50)ND(10)UJ ND(50)
0.43 JND(10)ND(l-O)
ND(5.0)ND(£0)ND(5.0)
ND 0-0) U ND (5.0)ND(l.O)NDO-0)ND (1.0)NDOO)ND(l-O)ND(1.0)ND(1.0)ND(l.O)ND(l-O)ND(l.O)
,. ND(1.0)ND(l.O)
ND(5.0)ND (5.0)ND(5.0)ND(5.0)ND(5.0)ND(5.0)ND(5.0)ND(5.0)ND(5.0)ND (5.0)ND (5.0)ND(5.0)
NDOO)U' ND(5.0)ND(1.0)ND(1.0)ND(1.0)
NDO-0)U
ND(5.0)ND(5.0)ND(5.0).,ND (5.0)
ND (1-0)ND(l.O)ND(l.O)ND(1.0)ND (1.0)ND O-O)NDO-0)
: ND(1.0)NDOO) UJND(10) UJ
NDOO)ND(10) U,UJ
NDO-0)ND(l-O)NDO-0)ND(l.O)
0.13 JNDO-0)ND(l.O)NDO-0)ND(1.0)NDO-0)NDO-0)NDO-0)NDO.O)
NDO-3) U.NDO-0)ND(l.O)
ND(LO) UND (1.0)ND(I.O)ND(l.O)ND(1.0)
NDO-0)ND(l-O)ND(1.0)ND(l.O)ND (1.0)NDO-0)NDO-0) .ND(1.0)ND(10)ND(10)ND(10)
NDOO) U0.082 J
ND(1.0)NDO-0)ND(l.O)NDO-0)ND(l-O)ND(1.0)ND (1.0)
0.47 JNDO-0)NDO-0)ND(l.O)
0.097 JND(1.0)NDO-0)ND(1-0)
0.44 JBND(1.0)ND(l-O)ND(l.O)NDO-0)
ND(1.0)ND(1.0)NDO-0)ND(10)ND(l.O)NDO-0)ND(l.O)NDO.O)NDOO)ND(10)NDOO)
ND(10) UND(l.O)NDO-0)ND 0-0)ND(l-O)ND(1.0)
ND(1.0) UJND(1.0)NDO-0)
0.69 JND(1.0)ND(LO)ND(LO)NDO.O}ND (1.0)ND(l-O)ND(1.0)
0.18 JND(l.t>)ND(l-O)ND(l.O)ND(l.O)
ND(LO)NDO.O)ND(l-O)NDO-0)NDO-0)ND(1.0)NDO.O)NDOO)ND(10)ND(10)NDOO)ND(iO)ND (1-0)ND(l-O)NDO.O)
NDO-0)ND(W)NDO-0)ND(l-O)ND (1.0)NDO-0)ND(10)NPO.O)ND(l-O)NDO-0)NDOO)ND(l-O)ND(1.0)ND 0-0)NDO-0)NDO-0)NDO-0)ND(l-O)
ND(l-O) . ^ 'ND(1.0)NDO-0)ND(l.O)ND(l-O)ND(1.0) iNDO-0) I "NDO-0)
ND{1.0)ND(1.0)ND(1.0)ND (1.0)ND (1.0)ND(1.0)
ND(1.0) 'ND(l-O)1.9 J 0.78 J
ND(W) NDOO) UJNDOO) ; INDOO)
2.6 J SJD(IO) UJND(l.O)NDO.O) :
ND(l-O)NDO.O)
ND(1.0)ND(l.O)ND(1.0)ND(1.0)
ND(l-O) ND(10)ND(l.O)ND (1.0)
ND(1.0)ND(l.O)
ND(l.O) . ND(l.O)0.33 J 'ND(l.O)
ND(l-O) ND(1.0)UNDO.O) INDO.O)ND(l-O) (NDO-0)ND(1.0) |ND(1.0)NDO-0) |ND(1.0)NDO-0) ! NDO-0)NPO-0) ' ND(1.0)NDO-0) ; ' OJ5S JND(I.O) i NDO-0)ND(l.O) ND(l-O)ND (1.0) IND (ID)NDO-0) ND(1.0)
NDO-0)ND(1.0)ND(1.0)ND(1.0)NDO-0)ND(1J))NDO-0)ND(1.0)
79}ND(10)ND(10)
3.9J.ND(1.0)NDO-0)ND(l-O)NDO-0)ND (1.0)
NDO-0)ND (1.0)ND (1.0)ND (1.0)NDO-0)NDO-0)ND(l-O)NDO-0)NDO.O)ND(l-O)ND(l.O)ND(l.O)ND(l-O)ND(l.O)NDO-0)ND(l-O)
ND(l-O)NDO-0)ND(1.0)NDO.O)ND(1.0)NDO-0)
' ND(LO)NDO-0)ND(10)
NDOO)UJNDOO)
45JNDO-0)ND(1.0)
NDO-0) UJND(l-O)ND(1.0)ND(i.O)ND (LO)ND(1.0)NDO-0)
OJ7JNDO-0)ND (1.0)ND(l.O)NDO-0)NDO-0)NDO.O)
0.18 JND(1.0)ND(l.O)
. ND(l.O)NDOO)
NDO-0)ND(l-O)ND(l-O)ND(l-O)NO (1.0)ND(1.0)NDO-0)NDO.O)
OJOJND(IO)ND(10) .
ND(10) UJND(1.0)NDOO)NDO-0)ND(1.0)ND(l.O)ND(1.0)NDO.O)ND(l-O)NDO-0)ND (1.0)NDO-0)ND(l.O)ND(l.O)ND(l.O)ND(l-O)ND(1.0)
ND(l.O) UND(l-O)NDO-0)ND (1-0)ND(l.O)
Micrograms per liter (The parameter was not analyzed and/or MCL not available !Not detected at the reporting limit in parentheses . IConcentration between instrument detection limit and contract required detection limitEstimated concentrationEstimated quantilation limitQualified as not delected 'TheMCLfotTotalTrihalomethanesisgOpg/L . |The MCL for 1 -DCE (total) was taken from the lowest limit of either cis-l -DCE and trans-l -DCE (in this case, the limit for QS-X2-DCE was used)
1
o<
1
TABtEF.l
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARY
Pagelofl5
Sample Location; •Sample ID: . .Sample Date:
Parameter
Metals
Arsenic .Barium •Cadmhnn .Chromium TcifalCopperLeadMercuryNickelZinc ..
Semi-volatile Organic*
lA4-Trichlorobenzene .1^-DichlorobenzEne ' '
. 1,3-DidUorobenzene . -1,4-Dichlorobenzene2 '-oxybisO-ChkTOprcpane) fbisfZ-chloroisoprcipyl) ettter)2,43-TrichIorophenol " . .2,4,6-TricUorophenol .2,4-Dichlorophenol . ' '2,4-DimeUiylphenol2,4-DinitrophenoI2,4-Dinitrotoluene2,6-Dinitrototuene .2-Chloronaphthakne2-Chlorophenol2-Mefliylnaphthalene2-MethylphenoI2-Nitroan3hne • •2-Nitrophenol•33-Dichlorobenzidme • •3-Nitroaiuline '4£-Dinitro-2-methyIphenol • .4-Bromophenyl phenyl ether4-Chloro-3-melhyIphenol4-Chloroaniline4-ChIorophenyl phenyl ether4-Methylphenol .4-Nitroanfline4-Nitrophenol '
•: AcenaphtheneAcenaphthylene .AnthraceneBenzofajanthracene .Benzo(a)pyrene 'Benzofb)fluoranthene . .Benzofg4vi)peryleneBenzo(k)fluoianthenebis(2-Chloroethoxy)melhanebisf2-Chloroelhyl)etherbisf2-Ethyn)exyl)phthalateButyl benzylphlhalateCarbazoleChryseneDibenz(a^»)anthracene ..Dibenzofuran
Units Acutett)
340-
512/>g/L
. y%f\-
(ig/L
ftg/L>gA-
pg/L
<ig/Lpg/Lfig/L|»g/L
pg/Lpg/L
pg/LPg/L
Pg/L'Pg/L
pg/L
fg/Lpg/L
Pg/Lpg/Lpg/L<ig/LPg/L
1293-42.1
294237535
250112011201120
238000.100
—20201300
—330330
-4380
230
30
2301700
Pg/L'Pg/Lpg/1.
Pg/LPg/LMg/LPg/Lng/LPg/LPg/Lpg/LMgA-
11000238000
400
GROUNDWATER SEEPS >DOEPKE-HOLUDAYSUPERFUNDSITE ! .
Chronic (2)
50-
13.540
. 59.650.40.012327.1753.5
—763763763-63
970365530-
230230-
2000_
.--
150----_
----
150520-----•-
- ' --—
360-_
---
Seep No J.GW-JHPK-010
4/28/1399
ND(2-2)54.6 B3.7 B0.97 B
ND(1-0)UJNDO-2)ND(0.10)
183 BND(lOl) U
ND(10)ND(10)ND(10)NDOO)NDOO)NDOO)ND(10)ND(10)ND(10)ND(50)ND(10)NDOO)ND(10)ND(10)ND(10)NDOO)ND(50)NDOO)ND(20)ND(50)ND(50)NDOO)ND(10)NDOO)ND(10)NDOO)ND(50)NDfSO)ND(10)NDOO)ND(10)ND(10)NDOO)NDOO)ND(10)ND(10)NDOO)ND(10)ND(10)ND(10)ND(10)ND(iO)ND(10)ND(10)
SeepNo.lGW-JBPK-O18
4/30/1999-
ND(Z2)575 B3.2B2.0 B
ND(l.O) UJND(1.2)ND(0.10)
155 BND(79.0) U -
NDOO)NDOO)NDOO)ND(10)NDflO)ND(10)NDOO)ND(10)NDflO)ND(50)ND(10)ND(10)NDflO)ND(IO)ND{10)ND(10)NDfSO)ND(10)ND(20)NDfSO)NDfSO)NDOP)NDOO)ND(IO)ND(IO)ND(10)ND(50)ND(50)NDOO)NDflO)ND(10)NDOO)NDOP)ND(IO)NDflO)ND(IO)NDOO)ND(10)NDOO)NDOO)ND(10)ND{10)ND(IO)NDflO)
JOHNSON COUNTY, KANSAS
SeepNo.l Seep No J ' SeepNoJGW-JHPK-019 GW-102799-OJ1 GW-102799412
4/30/1999 1007/1999 10/27/1999Duplicate Duplicate
' i
ND(2.2) 4.7B 5.6B57.1 B 120 B 118 B2.8B 0.2B ND(0.2)
ND(0.70) 2.1 BJ 52 BNDO-0) UJ ND(0.7) UJ j ND(07) UJ
NDfl-2) ND(1.1) NDO-1)ND((UO) - ND(0.2) , ND(0.2)
14JB 15.4B 18.4BND(75.9) U ND(285) ui KfD(36-7) U
NDOO) ND(10) NDflO)NDOO) NDOO) : NDOO)ND(tO) NDOO) NDflO)NDOO) ND(10) ND(10)ND(10) ND(10) ND(iO)NDOO) NDOO) ND(10)NDOO) ND(10) ND(10)NDOO) ND(10) r ND(10)ND(10) ND(10) NDOO)NDfSO) ND(50) . NDfSO)ND(10) -!: ND(10) NDOO)NDOO) ND(10) , ND(10)ND(10) ND(10) NDOO)NDOO) ND(10) ND(10)ND(10) ND(10) ND(10)ND(10) NDOO) ND(10)
. ND(50) ND(50) ND(50)ND(10) NDOO) ND(10)ND(20) ND(20) ND(20)ND(50) ND(50) ND(50)ND(50) ND(50) ! ND(50)ND(10) ND(10) ' ND(10)ND(10) ND(10) ND(10)
. ND(10) ND(10) : NDOO) 'ND{10) ND(10) ND(10)ND(10) ND(10) NDOO)ND(50) . ND(50) ND(50)ND(50) ND(50)UJ, ND(50) UJND(10) ND(10) 1 ND(10)ND(10) NDOO) NDflO)ND(10) ND(10) ' NDflO)NDOO) ND(10) i NDflO)ND(10) ND(10) NDflO)ND(IO) ND(10) ND(10)ND(10) NDOO) , NDOO)ND(10) NDflO) • ND(IO)ND(IO) NDOO) NDflO)ND(10) NDOO) NDOO)NDflO) ND(10) U ND(10)ND(IO) NDOO) NDOO)ND(10) ND(10) ND(10)NDflO) NDOO) NDOO)NDOO) ND(10) ND(10)ND(10) NDOO) . NDOO)
SeepNo.1GW-JH-0124/26/2000
ND(Z9)82 BJ3.2 B
ND(0.8). 1.6 B
NDO-3)ND (0.037) UJ
14.8 B47.9
NDOO)ND{10)ND(10)NDOO)NDOO)ND(10)ND(10)ND(10)ND(10)NDfSO)NDflO)NDOO)ND(10)NDOO)ND(10)ND(10)NDfSO)ND(10)ND(20)NDfSO)NDfSO)ND (10)ND(IO)NDOO)ND(10)NDOO)ND(50)ND(50)ND (10)ND(10)ND(IO)ND(10)NDOO)ND(10) .NDOO)ND(IO)ND(10)ND(10)NDOO)NDOO)ND{10)ND(lp)NDOO)ND(10)
SeepNo.1GW-/H-W34/26/2000Duplicate
ND(2.9)78.1 BJ2.9 B
ND(0-8)Z1B
ND(13)NDf 0.037) UJ
14.1 B513
NDOO)ND(10)ND(10)ND(10)ND(10) .NDOO)NDflO)ND(10)NDOO)ND(50)ND(10)NDOO)ND(IO)NDflO)NDflO)ND(10)ND(50)ND(10)ND(20) .ND(50)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(50)NDOP)NDOO)ND(10)NDOO)ND(10)NDflO)ND(10)ND(10)ND(10)ND(10)NDOO)ND(10)ND(10)ND(10)ND(10)ND (10)
SeepNo.lJH-010
9/20/2000
NDCX2). 55.4B.3.0B .
NDfl.l)2.8 B
ND(1.9)ND(0.10)
20.9 B87.2
ND(10)NDflO)ND(10)ND(10)NDOO)ND(10)ND(10)NDflO) .ND(10)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(10)ND(20)ND(50)NDfSO)NDflO)ND(IO)ND(10)ND(10)ND(10)ND(50)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)NDOO)ND(10)ND(IO)NDflO)NDOO)NDflO)NDflO)ND(10)ND(10)
SeepNo.lJB-011
9/20/2000Duplicate
ND0.2)54.6B2JB
ND(l.l)25B
ND(1.9)ND(0.10)
19 & B85.4
NDOO)NDOO)NDOO)NDOO)NDOO)NDOO)ND(10)NDOO)ND<10)ND(50)ND(IO)ND (10)ND(10)ND(IO)ND(10)ND{10)ND(50)ND(10)ND(20)ND(50)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)NDfSO) 'ND(50)NDOO)ND(10)NDOO)NDflO)ND(10)NDOO)NDOO)ND(10)ND(10)NDOO)ND(10)ND(10)ND(10)NDOO)ND(10)ND(10)
SeeprfoJGVV-flf-OlO4O5I2001
'- 1
•• |
ND(1.7)37034JB
ND(0.p)ND(U)lu,UJNDO-?) UJND(0.iO)
17.7 B
'"|
1 -J
ND(IO)NDflb)NDflOJND(IO)NDOO)NDOp)ND (10)ND(lp)ND (10)NDfSO)ND{10)ND(l6jND(10)ND(10)NDflO)ND(IO)ND(50)NDOO)ND(20)ND(50)ND(50).ND(10)ND(lli)NDOP)ND(10)ND(l6)ND(50)ND(5())ND(10)ND(IO)ND(1Q)ND(IO)NDOO)NDflO)NDOO)NDflO)NDflO)Nt> (10)ND(IO)
.NDflO)ND(10)ND(IO)ND(10)NDflO)
Seep No.lGW-JH-m4/25/2001Duplicate
7.5 B36.4 B4.8 B
ND(0.67)ND(1.0) U.UJND(1.2) UJNDfO.10)
17.2 B955 J
ND(10)NDOO)ND(10)ND(10)NDOO)ND(10)ND(10)ND(IO) .ND(10)ND(50)ND(10)ND(10)ND{10)ND(10)ND(10)ND(10)ND(50) .ND(10)ND(20)ND(50)ND(50)NDflO)ND(10)
.NDOO)ND(10)ND(10)ND(50)ND(SO)ND(10)ND(10)ND(10)NDflO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(IO)NDflO)NDOO)ND(10)ND(10)ND(10)ND.(IO)
Seep No JGW-JH-O14
9/27/2001
ND(i.7)44.0 B
ND(1.7) UND(0.45) UJND(0.88) U
ND(JJ)ND(0.10)
15.4 JB44.8 J
ND(10)NDOO)NDOO)ND(10)NDflO)NDOO)ND(10)ND(10)ND(10)ND(50)ND(10)ND(10)NDOO)NDOO)ND(10)NDOO)ND(50)ND(10)ND(20)ND(50)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(50)NDflO)ND(10)ND(10)ND(10)ND(10)NDflO)ND(10)ND(IO).ND(10)NDOO)ND{10)ND(10)ND(10)NDOO)ND(10)ND(10)
SeepNoJ.GW-JH-01S
9/27/2001Duplicate
ND(1.7)42.1 B
ND(l-T) U4.5 J
NDfl.l) UNDO-3)ND (0.10)
21.0 JB45.4J
ND(10)ND(10)NDOO)ND(10)ND(10)
. ND(10)NDOO)ND(10)NDOO)
. ND(50)NDOO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(10)ND(20)ND(50)ND(50)NDOO)NDOO)ND(10)ND(10)NDOO)ND(50)ND(50)ND(10)NDflO)ND(10)NDOO)ND(10)NDOO)ND(10)NDOO)ND(10)ND(IO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)
Seep No J.GW-fH-011
S/8/2002
2.2 B48.1 B2.8 B
ND(038) UND(25)UNDO-2)
ND (aiO) UJ13.6 B593
ND(10)ND(10)NDOO)ND(10)ND(10)ND(10)NDOO)ND(10).NDOO)ND(50)NDflO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50) .NDOO)ND(20)NDfSO) .NDfSO)ND(10)ND(IO)ND(10)ND(10)NDOO)ND(50)ND(50)ND(10)ND(10)ND (10)ND(10)ND(10)ND(10)ND(10)ND(IO)ND(10)NDOO)ND (10)ND(IO)ND(10)ND(10)ND(10)ND(10)
CRA37%(40)
Sample Location:Sampk'JD:Sample Vote:
Parameter
DiethylphthalateDimethyl phthalatcDl-n-butylphthalateDS-ivoctyl phthalaleFhiorantheneFhioieneHacachloiobenzeneHexachlorobuUdieneHexachlorocydopentadieneHexachloroelhane
Units Acttted) QmmcW
TABtEF.l
1999 TO 20051/TMP ANAIYHCAI. DATA SUMMARYCROUNDWATER SEEPS
DOEWC5-HOIUPAYSUPERTUND SITEJOHNSON CXUJNTY, KANSAS
SeepNoJ SeepNo.1 ' Seep NoJL SecpNo.l Seep No J.GW-JHPK-010 GW-/HPK-018 GW-JHPK-1U9 GW-102799-mi GW-102799-M2
41201999 V3W1999 4/30/1999 10/27/1999 HW27/1999Duplicate ' Duplicate
P6/1- ND(10)
Pg/l-
IsophoroneNaphthaleneNitrobenzeneN-NitrosocU-n-propylammeN-NitrosodiphenyUunineFentachlorophenolFhenantfarene
.PhenolPyrene
Ag/L
940
3980
690 .7
980
117000230027000
58505530
10200
3.79353.540
620
632560
ND(10)NDOO)ND(10)ND(10)ND(10)ND(10)NDOO)ND(10)ND(10)NDOP)ND(10)ND(10)ND(10)ND(10)ND(50)NDOO)NDOO)ND(10)
ND(IO)
ND(10)NDOO)ND(10)NDOO)ND(10)
ND(10)ND(IO)ND(10)ND(10)ND(10)ND(10)NDOP)ND(10)ND(50)ND(10)ND(10)ND(10)
NDOO)ND(10)ND(10)ND(10)NDOO)ND(10)NDOO)ND(10)ND(10)ND(10)NDOO)ND(IO)NDOO)ND(10)ND(10)ND(W)ND(50)ND(10)NDOO)ND(10)
NDOO)ND(10)
ND(10)ND(10)ND(10)ND(IO)ND(10)ND(10)ND(10)
ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)NDOO)ND(10)ND(10)
ND(10)ND(10)NDOO)ND(10)NDOO)ND(10) .ND(10).ND(10)NDOO)ND(10)ND(10)ND(10)ND(10)ND(10)NDOO)NDOO)ND(50)ND(10)NDOO)ND(10)
Page 2 of 15
SeepNo.1GW-jtfflU4/26/2000
ND(10)NDOO)ND(10)NDOO)ND(10)NDOO)ND(10)ND(10)NDOO)ND(10)ND(10)NDOO)NDOO)ND(10)ND(10)NDOO)ND(50)ND(IO)ND(10)NDOO)
Seep No JGW-JH-013
4/26/2000Duplicate
ND(10) ,NDOO)ND(10)ND(10)ND(10)NDOO)NDOO)NDOO)ND(10)ND(10)NDOO)ND(10)NDOO)
' NDOO)NDOO)ND(10)ND(50)NDOO)ND(10)ND(10)
SeepNo.1JH-010
9/20/2000
ND(10)ND(10)ND(10)NDOO)NDOO)NDOO)NDOO)ND(10)ND(10)NDOO)NDOO)NDOO)NO (10)ND(10)NDOO)NDOO)ND(50)ND(10)NDOO)NDOO)
Seep No J.ja-oii
5/20/2000Duplicate
ND(10)ND(10)ND(10)NDOO)NDOO)ND(10)NDOO)NDOO)ND(10)NDOO)ND(10)NDOO)NDOO)ND(10)NDOO)''.NDOO)ND(50)NDOO) -ND(10)ND(10)
Sctptfo.lGWjB-010
412512901'. 1 -, 1 '
ND(10)ND(^O)ND(10)ND.PJO)ND(10)ND(10)ND(IO)ND;(10)ND(10)ND(10)ND(10)NDOp)NDOO)ND(iO)ND(IO)NDOO)ND(50)Nb(ib)Nb(ib)ND(lb)
1
SetpNo.1GW-JH-0114/25/2001Duplicate
NDOO)ND(10)ND(10)ND(10)ND(10)NDOO)NDOO)ND(10)ND(IO)ND(JO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)NDOO)NDOO)NDOO)
SerpNo.lGW-JH-O14
9/27/2001
NDOO)ND(tO)ND(10)NDOO)NDOO)ISfD(lO)ND(10)NDOO)ND(10)ND(10)ND(10)NDOO)NDOO)ND(10)ND(10)ND(10)ND(50)ND(10)NDOO)ND(10)
SeepNolGW-fH-015
9/27/2001Duplicate
ND(10)ND(10)ND(10)ND(10)NDOO)ND(10)ND(10)NDOO)ND(10)ND(10)ND(10)ND(10)NDOO)NDOO)ND(10)ND(10)ND(50)NDOO)ND(10)ND(10)
SeepNo.1GW-fH-011
5/8/2002
ND(W)ND(10)NDOO)ND(10)NDOO)NDOO)ND(10)ND(10) .NDOO)ND(10)NDOO)NDOO)NDOO)ND(10)ND(10)ND(10)ND(50)NDOO)NDOO)NDOO)
CRA 3796(40)
Sample Location:Sample ID:Sample Date:
Parameter
Volatile Orfamcs
U4-Trichloroethane1,1,2,2-Telracnloroethane1.,1,2-Trichloioethane1,1-Dichloroethane1,1-Dichlotoethene1^-Dichloroethane1,2-DichlOTOeftiene (total)1,2-DidJoropropane2-Butanone (Methyl Ethyl Ketane)
~2-Hexanome4-Methyl-2-Penlanone (1AcetoneBenzeneBromodicHoromethaneBrorooiOTDi•Bromojnethane (Methyl Bromide)Carbon dlsulfideCarbon tetrachlorideChlorobenzeneChloroethaneChloroform (Trichloromethane)Chloicmethane (Methyl Chloride)tis-l,3-DichloropropeneDibromocWOTOmethaneElhylbenzeneMethylene chlorideStyreneTetr3cnloi oe (1 icneToluenetrans-J3-DichkiropropeneTrichloroeiheneVinyl chlorideXylene (total)
General Chemistry
Total Suspended Solids (TSS)
SeepNo.l.GW-JHPK-010
4O8/1999
Seep NoaGW-/HPK-OJ8
4/30/1999
Units Acute tl) Chronic CO
TABLEFJi
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARYGROUNDWATER SEEPS
DOEPKE-HOLLIDAY SUPERFUND SITEJOHNSON COUNTY. KANSAS
I
SeepNo.l Step No J. \ Seep.NoJ.GW-JHPK-019 GVt-102799-011 GW-102799-4O2
4/30/1999 10/27/1999 ! 10/27/1999Duplicate • Duplicate
PageS of 15
SeepNo.lGW-JH-4024/202000
SerpNo.lGW-JH-9J3
4/26/2000Duplicate
SeepNo.l. jH-no-
9/20/2000
SeepNo.ljn-m.i
9/20/2000Duplicate
SeepNo.lGW-ji^ao
4/25120011 I
Seep No JCW-JH-011405/2001Duplicate
Seep No JGW-JH-914
9/27/2001
SeepNa.lGW-JH-41S
912712001Duplicate
SeepNo.lGW-fH-011
51812002
/L 18000Ag/L 9320AgA 18000Ag/L -Ag/L H600Ag/L 18000Ag/L 11600Ag/L 23000
etone) AgA -AgTL
\yIIsobutylKetone) Ag/L • -Pg/LAgA 5300Ag/L 11000Ag/L 11000
mide) Ag/L 11000Ag/LAg/L 35200Ag/L 250Mg/L
me) * Ag/L 28900oride) AgA 11000
AgA 6600AgA 11000AgA 32000Ag/L 11000Ag/LAg/L 5280AgA 17500Ag/L 6600Ag/L 45000AgAPgA
) mg/L
NDa-0)2400 ND(1D)9400 NDa-0)
ND(l-O)- ND (ID)
2000 NDa-0)Noa-0)
5700 ND(1.0)ND(10)
— • ND(10)NDaO)ND(10)ND(1.0)ND(1.0)ND(1.0)ND(l-O)NDa-0)NDaO)
50 ND(1.0)NDaO)
1240 ND a-0)ND(1.0)
244 Noa-0)ND(1.0)ND(1.0)ND(l-O)ND(l-O)
840 NDa-0)ND (1.0)
244 ND a-0)21900 NDa.O)
ND(l-O)ND(1.0)
ND(4.0)
ND(tO)NDa.O)ND(l-O)NDO-0)ND(1.0)ND(1.0)ND(1.0)NDa-0)ND(10)
~ND "(iO) "ND(10)NDaO)ND(1.0)ND(1.0)NOa-0)NDa-0)"ND(l-O)NDa-0)ND(1.0)ND(UO)ND(1.0)ND(l-O)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)NDa-0)ND(l-O).ND(1.0)NDa.O)ND(1.0)
ND(4.0)
ND(l-O)ND(1.0)ND(1.0)ND(1.0)ND(1.0)NDa<0)NDa«0)ND(1.0)ND(10)ND(10)NDaO)ND(10)ND(1.0)NDa.O)ND(1.0)ND(1.0)ND(l.O)ND(l.O)ND(l.O)NDa.O)NDa.O)ND(l.O)NDa-0)ND(l-O)ND(1.0)ND(1.0)ND(1.0)
. NDa-0).NDa.O)ND(1.0)
- ND(l.O)NDO-0)ND(l.O)
ND(4.0)
1
ND(LO) NDa.O)NDaJO) ND(1X>)NDO-0) ; NDa.0).ND(l.O) '. ND(l-O)ND(1.0) . ND(l^))ND(LO) ND(1.0)NDa.0) ND(1.0)
ND(10)OJ ND(10) UJND(10)Uj; ND(10)UJNDaO) ND(10)
ND(10) UJ ND(10) UJND(1.0) ' ND(1.0)NDO-0) ND(1.0)NDa.O) , NDa-0)ND(1.0) ' ND(1.0)ND(1-0) 0-18 JND{1.0) j NDa.O)ND(1-0) NDa-0)NDa-0) , ND(1.0)ND(l-O) , ND(l.O)ND(l.O) ND{1.0)ND(l-O) ND(1.0)ND(1.0) NDO-0)ND (1JO) ND (1.0)
ND(1.5) U ND(l-5) UND(l-O) Ij NDa-°)ND(l.O) 'i ND(l.O)
. NDa.O) V NDa-0) UND(LO) NDa.O)ND(l-O) .ND(1.0)ND(l-O) ND(1.0)ND (1 JO) • ND a.°)
69 56
ND(1.0) ND(1.0)NDa-0) ND(1.0)ND(l.O) NDa-0)NDa-0) NDa:0)NDa-0) ND(l!o)NDa.O) ND(1.0)ND(1.0) NDa-0)ND(1.0) NDO-0)NDaO) ND(10)ND(10) ND(iO)ND(10) . NDaO)
ND(10) U NDaO) UNDa-0) ND(IJJ)NDa-0) ND(1J))ND(1.0) NDa-0)ND(1-0) ND(1J))NDa.O) ND(l-O)ND(1.0) ND(1.0)ND(1.0) NDa-Q)ND(1.0) NDa-0)ND(1JO) ND(l-O)NDa-0) NDO-0)ND(1.0) ND(1.0)ND(1.0) ND(l-O)NDCl-0) ND(1.0)ND(1.0) NDa-0)ND(1.0) NDa-0)ND (1.0) ND (l'.0)ND(1.0) ND(l-O)ND(1.0) ND(l-O)NDO-O) ND(1.0),ND(1.0) . ND(l-O)ND(l-O) ND(1.0)
4.0 7.0
NOa-0)ND(1.0)NDa-0)NDa-0)ND(l-O)ND(1.0)ND(l.O)ND(1.0)ND(10)NDaO)ND(10)
ND(10) UNDa-0)ND(1.0)ND(1.0)
NDa.O) UJNDa-0)
NDO-0) UJND(l-O)ND(1.0) .ND(1.0)NDa-0)Noa.o)Noa-0)Noa-o)ND(l-O)ND(l-O)Noa-o)NDa-0)ND(1.0)ND(l-O)Noa-0)ND(l-O)
ND(4.0)
ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(1D)ND(10)ND(10)ND(10)
NDaO) UND(1X))ND(1.0)ND(l-O)
NDa.O) UJND(1.0)
NDa.O) UJND(1.0)ND(1.0)ND(1.0)NDa.O)ND(l.O)NDa.O)NDa-0)ND(1.0)ND(1.0)ND(1.0)
•: ND(1.0)ND(1.0)NDa.O)ND(1.0)ND(1.0)
10J
UND(l!<>)
NoajojNpa.p)Nt>ajo)ND(1]0)Noajf)NDaJB)ND(IO)ND(10)NDrtO)
ND(10}UJND(l-O)NDa-0)ND(1.0)ND(l-b)ND(l-b)NDaJJ)ND(l.O)ND(1.0)Noa.o)
•NDa.O)Noa.6)ND(1.0)NDn.O)ND(1.9)ND(1.0)ND(l.p)NDa.O)ND(1.0)NDa.O)ND (i.b)NDO.I))
4.0J
NDaO)ND(l-O)ND(l-O)NDa-0)ND(l.O)ND(1.0)ND(1.0)NDa-0)Noao)'ND(10)ND(10)
NDaO) UJNDa-0)Noa-o)ND(I,0)ND(1.0)NDa-0)Noa-0)ND(1.0)ND(1.0)NOa-0)ND(1.0)NDa-0)-'Noa-o)ND(1.0)ND(l-O)NDa-0)Noa-0)ND(l.O)ND(1.0)ND(1.0)ND(l-O)ND(1.0)
7.0J
NDH-O)ND(1.0)ND(1.0)ND(1J))NDa-0)ND(1.0)ND(1.0)ND (1.0)ND(10)NDaO)NDaO)
NDaO) U,UJ-ND(1.0)NDa-0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)
23ND(1.0)ND (1.0)ND(1.0)ND(l-O)NDO-0)ND(1.0)ND(1.0)NDa.O)'NDa-0)ND a-0)ND(1.0)ND (1.0)ND (1.0)
14J
NDa-0) NDO-0)ND(l-O) NDa-0)ND(l-O) ND{1.0)ND(1.0) ND(1.0)NDa-0) ND(1.0)ND(1.0) NDa-0)ND(l-O) NDO-0)ND(1.0) ND(1.0)ND(10) . ND(10) UJND(10) ND(10)UJND(10) ND(10)
NDaO) U,UJ NDaO) UJND(1.0) NDa-0)ND(1.0) ND(1.0)ND(1.0) ND(l-O)NDa-0) ND(l^)) 'NDa-0) ND(l-O)-,ND(1.0) ND(1-0)ND(1.0) ND(l.O)
23 ND(l-O)ND(1.0) ... ND(l-O) .ND(1.0) ND(1.0)ND(1.0) ND(1.0) .NDO-O) ND(l.O)ND(1.0) NDa.O)ND(1.0) NDa.O)ND(1.0) ND(l-O),ND(1.0) NDa.O) ""NDa-0) NDO-0)ND(1D) ~-- NDa-0)ND(l.O) ND(1.0)ND(1.0) ND(1.0)ND(1.0) ND(1.0)
5.0J 11
CKA3796(40)
1j
1'
Sample Location;Sample ID:Sample Date:
Units AcutetU
ArsenicBarium . .CadmiumChromium Total ^CopperLeadMercuryNickedZinc
Semi-volatile Orvamcs
1,2,4-TrichIorobenzene1,2-Oichlorobenzene13-Dichlorobenzene • •1,4-Dichlorobenzene2 '-oxybts(l-ChJoropropane) (bis(2-chtoroisopropyl) ether)i45-Trichlarophenol2,4>6-Trichlorophenol2,4-Dichlorophenol2,4-Dimethylpherto]2,4-Dinitrophenol2,4-Dinitrotoluene2,6-Dinitro toluene2-Chloronaphthalene2-Chlorophenol2-Methylnaphlhalene2-Methylphenol2-NiboariiIine2-NitrophenoI .S '-Dichlorobenzidine .3-Nitroaniline4^-DinJtro-2-meO>y)phcnol4-Bromophcnyl phenyl ether4-Chloro-3-methylphenol4-ChIoroaniline4-ChIorophenyl phenyj ether4-Methyiphenol4-Nitroanilirte4-NitrophenolAcenaphtheneAcenaphthyleneAnthraceneBenzo(a)anthraceneBenzo(a)pyreneBenzo(b)fluoranthene •Benzo(g4i,>)perylene .Benzo(k)fluoranthencbis(2-CWoroetrioxy)methane .bis(2-ChIoroelhyl)etherbis{2-EthyIhexyl)phthalateButyl benzylphthalateCarbazoleChryseneDibenz(a,h)anthraceneDibenzofuran
AgAAgAAgAAgAAgAAgAAgAAgAAgA
AgAAgAAgAAgAAgAAgAAgA
AgAAgAAgAAgAAgAAgAPgAAgA
AgAAgAAgAAg/LAg/LAg/LAgAAgAAgAAgA
Ag/LAg/LAg/LAg/LAg/LAgAAg/LAg/LAg/LAg/LAgAAg/LAg/LAg/LAgAAgA
340
512
108.21293.42J
294Z3753.5
25011201120
• 1120238000100
20201300
330330
4380
230
30
2301700
11000238000400
TABLE F.1
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARYGROUNDWATER SEEPS
DOEPKE-HOLUDAYSUPEKFUND SITEJOHNSON COUNTY, KANSAS
Page 4 of 15
**»50-
13540
59.650.40.012327.17535
763763763-63
970365530-
230230-
2000- '--
150' .--
. -------
150520-----_
--_
360- •___'
-•
SeepNo.1GW-JH-QU.
5/8/2002Duplicate
2-2B47.2 B
. 2^BND(0.49)NDO 4) U
. ND (1.2) 'ND(0.10) UJ
119 B56.7
ND(10)NDOO)ND(10)NDOO)ND(10)ND(10)ND(10)NDOO)ND(IO)ND(50)ND(10)NDOO)ND(10)ND(10)ND(10)ND(10)
.ND(50)ND(10) .ND(20) .ND(50)ND(50)NDOO)ND(10)NDOO)ND(10)ND(10)ND(50)ND(50)ND(10)ND(10)NDOO)ND(10)ND(10)NDOO)ND(10)NDOO)ND(10)ND(iO)NDOO)ND(10)ND(10)NDOO)ND(IO)ND(10)
SeepNo.1GJV-/H-01I4/3012003
ND{23)695 B4.4 B
ND(13)2.0B
NDO-5)ND(0.10) UJ
15.9 B703
ND(IO)ND(10)ND(10)NDOO)ND(10)ND(10)NDOO)ND(10)NDOO)ND(50)NDOO)ND(10)ND(10)ND(IO)ND(10)ND(10)ND(50)NDOO)ND(20)ND(50).ND(50)ND(10)ND(IO)NDOO)ND(IO)NDOO)ND(50)ND(50)ND (10)ND(10)NDOO)NDOO)ND(10)NDOO)NDOO)ND(10)NDOO)ND(10)
3.0 JNDOO)NDOO)ND(10)ND(10)ND(10)
SeepNo.1GW-JS-012
413012003Duplicate
ND(23)783 B5.0B
ND(13)ZOB
ND(1J)ND(0.10) UJ
18.2 B82.6
ND(10)ND(10)NDOO)NDOO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10).NDOO)ND(50)ND(10)ND(20)ND(50)ND(50)NDOO)ND(10)ND(10)ND(10)ND(10)ND(50)ND(50)NDOO)ND(1&)ND(10)ND(10)NDOO)ND(10)ND(10)ND(10)ND(10)ND(10)
3.4 JND(10)ND(10)ND(10)ND(10)ND(10)
SeepNo.1 SeepNo.1GW-JH-010 GW-/H-01I4/2I/2004
NDO-7)373 B4.0 B
' ND(0.£5)2.8 B
ND(1.4)
4/2V2004Duplicate
NDO-7)40.7 B43B
ND(5.2) U3.6B .
NDO-4)ND(0.10)UJ ND(0.10) UJ
115 B74.9
ND(10)ND(10)NDOO)ND(10)ND(IO)ND(10)NDOO)ND(10)NDOO)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(10)ND(20)ND(50)ND(50)NDOO)ND(10)ND(10)ND(10)ND(10)ND(50)ND(50)ND(10)ND(10)ND(IO)ND(10)ND(10)ND(10)NDOO)ND(10)ND(10)ND(10)
1.0 JND(W)ND(W)ND(10)NDOO)ND(10)
' 17.6 B785
ND(10)NDOO)NDOO)ND(10) .ND(10)NDOO)ND(10)NDOO)NDOO)ND(50)
: ND (10)ND(10)
1 ND(10)' ND(10)
ND(10)NDOO)ND(50) .ND(10)ND(20)ND(50)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(50)ND(10)
, ND(10)NDOO)ND(10)ND(10)ND(10)ND(10)ND(10)
| NDC10)ND(10)ND(10)ND(10)NDOO)
; NDOO)NDOO)ND(10)
SeepNo.1GW-JH-OU4/27/2005
ND(ZO)413 B23 B
NDO-7)55 B
ND(l-l)ND(0.10) UJ
10.1 B64.8
ND(10)ND(10)NDOO)NDOO)ND(10)ND(10)ND(IO)ND(10)ND(10)ND(50)ND(10)NDOO)ND(10)ND(10)ND(10)ND(10)ND(50)
~- ND(10)ND(20)ND(50)ND(50)ND(10)ND(10)ND(10)ND(10)NDOO)ND(50)ND(50)NDOO)ND(10)NDOO)ND(10)ND(10)NDOO)NDOO)NDOO)NDOO)ND(10)
ND(10)UND(10)NDOO)ND(10)ND(10)NDOO)
StepNo.lGW-JH-012
4f27fZ005Duplicate
ND(ZO)40.6 BZ9B
NDO-7)4^6
ND(l.ljND(0.10) UJ
10.1 B623
NDOO)NDOO)ND(10)NDOO)NDOO)ND(10)NDOO)NDOO)ND(10)ND(50)ND(10)ND(l6)NDOO)ND(10)NDOO)ND(10)ND(50)NDOO)ND(20)ND(50)ND(50)ND(10)ND (10)ND(IO)ND(10)ND(10)ND(50)ND(50)ND(10)NDOO)ND(10)NDOO)ND(10)NDOO)ND(10)ND(10)ND(10)NDOO)ND(10)ND(lO)NDOO)ND(10)NDOO)ND(10)
SeepNolGW-JHPK-017
412811993
ND(23)693 B
- ND (030)ND(0.70)
NDO-0) UJND(13)ND(aiO)
1.8 BND(167) U
—
--------.---
—' --
•--
. -- .
• - '_.------------------------
Seep VtoZ. Seep Ijla2GW-102799-015 GW-JB-m7
10/2711999 4/26AJOOO
ND(23) ND(i.9)100 B 69.4 BJ
ND(OJ2) ND(03)1.9 B ND(OJ)
. ND(a7) UJ . NDq3)ND(1.1) ND^)ND(03) ND(OJ^7) UJND(8-9) Z4B
ND(3.4) U NDO)II '
-- - '-
• ---- --- --- '--•- . -- • -- • -- . -- - .- " -1- ' -;-- -- --- -- • '-- -- -_ -_ -_ . —_ . -- -- • -- ~
. -- -_ ~
' —- -- -- ~- -— -
Seep No3 Seep No 3.JJJ-014 GW-JH-016
9/20/2000 4/2512001
3.9B 23B873B - 79.9B
ND(035) ND(030) UNDO-1) ND(OA7)
1.5 B ND(054)UJNDOS) . ND03) UJ
R ND(0.10)73B NDP.7) U
ND(3.1) U ND(9.6) U
_
_ - ..- -- -- --- -• •- -- -- -- -- — .
— —- -- - -
-- -•- -- • -- . - •.- -- -- ' -- -- . -- -
. __ . _
- ' -- • - .- —- -
'— • —. - ' -
- . -- • --• .-- -- -- ' -- . _- ' -- --
Seep No JGW-JH-020
912712001
NDO-7)73.9 B
ND(031) UND(0.45)ND(0.82)NDO-3)ND(ttlO)ND (Z7) U
4.8JB .
ND(10)ND(10)ND(10)ND(10)ND(10)NDOO)ND(10)ND(10)NDOO)ND(50)ND(10)ND (10)NDOO)NDOO)ND(10)ND(10)ND(50)NDOO)ND(20)ND(50)ND(50)ND(10)NDOO)ND(10)ND(10)ND(10)ND(50)ND(50)ND(10)ND(10)ND(10)NDOO)ND(10)NDOO)ND(10)ND(10)NDOO)ND (10)ND(10)ND (10)ND(10)ND(10)ND(10)ND{10)
SeepNoJ.GW-JH-013
5/80002
Z1B62.9 B
ND(032) UND(057) UND(a94)ND(l-2)
ND(0.10) UJ1JB3.5B
•
--
• —-— ' .---
—— -
—_. -
——— •
• —--_ •
------- • '
—-— .-----
• - '------.-
CRA 3796(40)
Sample Location:Sample ID:Sample Date: '
Parameter
DiethylphthaJateDimethyl phthalateDi-n-butylphthalateDt-n-octyl phthalateFluorantheneFluoreneHexachlorabenzeneHexachlorobutadiene :HexachlorocydopentadieneHexachloroe thaneInderio(lA3-cd)pyieneIsophoroneNaphthaleneNitrobenzeneN-Nitiosodi-n-pTOpylamineN-NitroSodJphenjlamine ' .PentachlorophenolPhenanthrenePhenolPyrene
Umto 4Qrte(Jt> Chronic (I)
940Mg/L
Pg/LCS/L
Cg/L
Pg/L
/«g/L
3980
.6907
980
1170002300
27000
58505,530
10200
33935.2540
620
356.3
2560
j
CRA 3796(40)
TABLE F.1
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARYGROUNDWATER SEEPS
. DOEPKE-HOLUDAYSUPERFUNDSTTEJOHNSON COUNTY, KANSAS
SeepNo.lGW-JH-012
5/572002Duplicate
ND(10)ND(10)ND(10)ND(10)NDflO)NDflO)ND(10)ND(10)NDflO)ND(10)NDflO)NDflO)NDflO)ND(10)NDflO)ND(10)NP(50)NDflO)NDflO)ND(10)
SeepNo.lGW-JH-0114130/2003
ND(10)ND(10)ND(IO)ND(10)ND(10)ND(10)ND(10)NDflO)
ND(10) UJNDflO)ND(10)ND(10)NDflO)ND(10)NDflO)ND{10)ND{50)ND(10)ND(10)NDflO)
SeepNo.lGW-JH-012
413012003Duplicate
ND(10)ND(10)ND(10)ND(10)NDflO)ND(10)NDflO)ND(IO)
ND(10) UJNDC10)NPOO)NDflO)NDflO)NDflO)ND(10)ND(10)ND(50)ND(10)NDflO)NDflO)
SeepNo.lGW-pI-010422/2004
[
NDflO)NDflO)ND(10) 'ND(IO)ND(1D) ',NDflO) ,NDflO)ND(10)NDflOX (NDflO) |NDOO)NTO(IO)ND(10)ND(10)ND(10)ND(10) !ND(50)ND(10) 1ND(10) i,ND(10> ,
SeepNo.lGW-JH-0114/21/2004Duplicate
ND(10)ND(10)NDC10)NDPO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)NDaO)NDflO)ND(50)ND(10)ND{10)NDflO)
SeepNo.1GW-JH-401
4/2712005
NDflO)ND(10)
. NDflO)NDflO)NDflO)NDflO)NDflO)NDflO)
NDflO) UJNDflO)NDflO)NDflO)NDflO)NDflO)NDflO)NDflO)ND(SO)NDflO)NDflO)NDflO)
Seep No J.GVf-JH-0124/27/2005Duplicate
NDflO)ND(IO)NDflO)NDflO)NDflO)NDflO)NDflO)NDflO).
NDflO) UJNDflO)NDflO)NDflO)NDflO)NDflO).NDflO)NDflO)ND(50)NDflO)ND(IO)NDflO)
Seep No J Seep No JGW-JHPK-017 GW-102799-01S
40811999 1(02711999
Page 5 of 15
Strptioa
4/26KOOO
"1J
SeepNol SeepNol SeepNol Seep No JJH-014 GW-JO-016 GW-JH-020 GW-fiI-013
9/20/2000 4OS/2001 912712001 51812002
ND(IO)NDflO)NDflO)NDflO)NDflO)NDflO)NDflO)NDflO)NDflO)NDflO)NDflO)NDflO)NDflO)NDflO)NDflO)ND(10)ND{50)NDflO)NDflO)NDflO)
TABIEP.1
1999 TO 2D05 tTMP AN ALYTICAL DATA SUMMARYGROUNDWATER SEEPS
DOEPKE-HOLUDAY SUPERFUND SITEJOHNSON COUNTY, KANSAS
Page 6 of 15
Sample Location:Sample ID:Sample Date:
Volatile Organic*..
1,1,1-Trichtoroethane PgA.
1,1,2-Trichloroethane1,1-Dichloioethanel,lrDichloroethene1,2-DicWoroethane1.2-Dichloroethene (total)1 -Dichhmyropane2-Butanone (Methyl Ethyl Ketone)2-Hexanone4-Me*y*-2-Pentanone (Methyl Isobutyl Ketone}AcetoneBenzeneBromodichloromethane
(«gAugA.(tg/LMgA.MgAMg/LMgAMgAMgA(ig/L
PgA
Bromomethane (Methyl Bromide)Carbon disulfideCaibon tetrachlorideChlorobenzeneChloroethaneChloroform (TricWoromethane)Chloromethane (Methyl Chloride)ci9-l,3-DichloropropeneDibromochloTOmethaneEthylbenzeneMethylene chlorideStyreneTetrachloroethene ' .Toluenetrans-13-Dkh!oropropeneTrichloroethene • •Vinyl chloride .Xylene (total)
General Chemistry
Total Suspended Solids (TSS)
PgA
Ag/LAg/LAgA
AgA
*ig/LMgA
MgAAg/L
18000932018000
11600180001160023000
5300110001100011000
35200250
2890011000
6600
11000
32000
11000
5280
175006600
45000
•• •
Chrome (2)
24009400-
• -2000
5700------
—---50
—1240-
244_
--.-
840_
24421900--
Seepflo.1GW-JH-O12
SI8I20O2 .'Duplicate
ND(1.0)NDO-0)NDO-0)NDO-0)ND(1.0)NDO-0)NDO-0)NDO-0)
NDOO) UJNDOO) UJ
NDOO)NDOO) UJNDO-0)NDO-0)NDO-0)ND(1.0)NDO-0)ND(1.0)ND(1X))NDO-0)ND(1X))ND (1.0)NDO-0)ND(l-O)ND(1.0)ND(l-O)ND(l-O)ND(l-O)NDO-0)ND(1.0)ND(1.0)ND(l-O)ND(1.0)
SeepNo.lGW-ja-0114/30/2003
. ND(l-O)NDO-0) .ND(1.0)ND(1.0)NDO-0)NDO-0)ND(1-0)ND(l-O)ND(10)
' NDOO)NDOO)ND(10)NDO-0)ND(l-O)ND(1.0)ND(1.0)NDO-0)ND(l-O)ND(l.O)NDO-0)NDO-0)ND(1.0)NDO-0)ND(1.0)NDO-0)NDO-0)NDO-0)NDO-0)NDO-0)NDOO)NDO-0)NDO-0)ND(1:0)
SctpNolGW-ja-0124130/2003Duplicate
NDO-0)NDO-0)ND (1.0) •ND(l-O)NDO-0)ND(1.0)ND(1-0)NDO-0)NDOO)NDOO)ND(10)ND(10)ND(1.0)ND(l-O)ND(1.0)NDOO)NDO-0)ND(l-O)NDO-0)NDO-0) .NDO-0)ND(1.0)NDO-0)ND(1.0)NDO-0)
a43JND(1.0)ND(l-O)NDO-0)ND (1.0)ND (1.0)ND(U»ND(1.0)
SeepNo.l SeepNo.lGW-JH-010 GW-JH-0114/21/2004
ND(l-O)NDO-0)ND (1.0)ND(1.0)NDO^)ND(l-O)ND(1.0)ND(l-O)ND(10)
ND(10) UJND(10) .
ND(10) UND(l-O)NDO-0)ND(l-O)ND(l-O)NDO-0)NDO-0)ND(l-O)ND(1.0)NDO-0)ND(l-O)NDOO)NDO-0)ND(1.0)NDO-0)
.ND(1.0)NDO-0)ND(l-O)NDO-0)NDO-0)ND(1.0)ND(l-O)
4l2U200tDuplicate
NDO-0)ND(1.0)NDO-0)ND(1.0)ND(l.O)NDO-0)ND(l-O)ND(1.0)NDOO)
NDOO)UJNDOO)
NDOO) UNDO-0)ND(l-O)NDO-0)ND(1X>)ND(l-O)ND(1.0)NDO-0)ND(IXI)ND(1.0)NDO-0)ND(1D)
. ND(1.0)NDO-0)ND(1.0)ND(1J))ND(1.0)NDO-0)ND(l-O) .ND(1.0) .ND(1.0)ND(1.0)
StepNolGW-JH-011
4/27/2005
ND(1-0)ND(1.0)ND(1.0)ND(l-O)NDO-0)ND(1.0)ND(ljO)ND(l-O)ND(10)ND(10)ND(10)
ND(10) UJND(1.0)NDO-0)NDO-0)ND(1.0)ND(l-O)ND(l.O)
~NDO-0)ND(lJO)ND(l-O)ND(1.0)ND(1.0)ND(1.0)NDO-0)NDO-0)ND(l-O)ND(1.0)NDOO)ND(1.0)ND(i:0)NDO-0)NDO-0)
SetpNo.lGW-pJ-0124/27/2005Duplicate
ND(l-O)ND(1.6)ND(1.0)ND(l^))NDO-0)ND(1.0)ND(l.b)ND(1.0)NDOO)ND(IO)NDOO)
ND(10) UJND(1.0)ND(l.O)NDO-0)NDO-0)ND(l-O)ND(l-O)ND(l-O)NDO-0)ND(1.0)ND(lJO)ND(l-O)ND(1.0)ND(1.0)ND(1.0)NDO-0)ND(1.0)NDO-0)ND(1.0)ND(1.0)ND(l.O)ND(1.0)
Seep No JGW-]BPK-&7
4/28/1999
ND(1.0)NDO-0)ND(1.0)ND(1X))NDO-0)
033J043 J
ND(1.0)NDOO)ND(10)NDOO)ND(10)ND(1.0)ND(1.0)NDO-0)NDO-0)ND(l.O)ND(1.0)ND(1.0)ND (1.0)ND(l.O)ND(l-O)NDO-0)ND(1.0)ND(1.0)ND(1.0)ND(l-O)ND(1.0)ND(l.O)NDO-0)ND(l-O)ND(1.0)ND(1.0)
Seep No 2GW-102799-41S
10127/1999
ND(1.0)ND(l-O)ND(1.0)
aeijNDO-0)
031Jl&
ND(1.0)NDOO)UJND(10) UJNDOO)
ND(10) UJND(1.0) UNDO-0)NDO-0)ND(1.0)ND(1.0)ND(1.0)
0.97JNDO-0)ND(l-O)ND(1.0)NDO-0)ND(1.0)ND(1-0)
NDO-5) UND(1.0)NDO-0)
ND(1.0) UND(l-O)
037J0.14 J
ND(l-O)
StxpNoJGVf-Hl'0174/202000
\ \
ND(IX))ND(|0)ND(Jfi)
aspjND(1.0)
0.65 J...•1^ '
ND(1-0)ND(10)ND(JO)ND(10)ND(}6)ND(1.0)ND^O)ND(LO)ND(li<>)ND(llo) -ND(liO)
031}ND(1.0)NDOlO)ND(i'.6)ND(l!o)ND(iio)ND(l'.0)NbOJO)NDp|0)NDOiO)ND(l!o)NDOJO)
•D36JND(10)NDao)
Seep No 2JH-014
monooo
ND(1.0)NDO-0)ND(1.0)
0.96 JND(1.0)
1.223
ND (1.0)ND(10) .ND(IO)ND (10)
ND(10) U0.10 J
ND(l-O)ND(l.O)
NDO-0) UJND(1.0)
NDO-0) UJ1-6
ND(1.0)NDO.O)ND(l-O)ND(1.0)ND(l-O)ND(1.0)ND(l.O)ND(1.0)ND(10)NDO-0)ND(l-O)
039 JND(l^))ND(1.0)
SeepNolGW-JH-0164/25/2001
NDO:o)ND(1.0)ND(1.0)ND(l-O)NDO-0)ND(l-O)
0.81J .ND(1J))NDOO)ND(IO)NDOO)NDOO)NDO-0)ND(1.0)ND(1-0)ND(l.O)ND (1.0)NDO.O)
037 JND(1.0)ND (1.0)NDO-0)ND(l-O)ND(t.O)ND(l-O)NDO-0)NJD(l-O)ND(l-O)ND(l-O)ND(l-O)NDO-0)ND(l-O)ND(1.0)
Seep NoJ. •GW-JH-0209/27/2001
ND(I:O)NDO-0)NDO-0)
OL22JND(l-O)
0.23 J0£0 }
NDO-0)NDOO)NDOO)ND(10)
ND(10) U,UJND(1-0)ND(l-O)NDO-0)NDO-0)ND(l-O)NDO-0)
039 J036 J
NDO-0)ND 0-0)ND(10)ND(1.0)ND(1.0)NDO-0)ND(l-O)ND(1.0)ND(l-O)ND(1.0)
021 JND(l-O)ND(1.0)
SeepNoJLGW-JH-013
5/8/2002
ND(1.0)ND (1.0)ND(1.0)ND(l-O)NDO-0)ND(1.0)ND 0*)NDO-0)
ND(10) UJND(10) UJND(10)
NDOO) UJND(l.O)NDO-0)ND(l-O)ND 0-0)NDO-0)ND(1.0)ND(1.0)NDO-0)NDO-0)ND(1.0)ND(l-O)ND(1.0)ND(l-O)NDO.O)ND(l-O)ND(l.O)ND(l.O)ND(l.O)ND(l-O)ND(l.O)ND(1.0)
mgA-
CRA 1796(40)
J
11 45 37 6.0 6.0 12 9.0 5.0 78 ND(4D) 4.0 J 7.0 J 5.0 J
CRA 3796(40)
TABLE F.1
1999 TO 2005ITMP ANALYHCAl. DATA SUMMARYGROUNDWATER SEEPS
DOEPKE-HOLUDAY SUPERFUND SITEJOHNSON COUNTY, KANSAS
Sample Location;Sample ID: . •.Sample Data
Parameter
Metals
ArsenicBariumCadmiumChromium TotalCopperLeadMercuryNickelZinc
Semi-volatile Organics
1,2,4-Trkhlorobenzene1,2-DidUorobenzene13-Dichlorobenzene1,4-Dichlorobenzene2,2'-axybis(l-Chlcat>propane) (bis(2-<Woioisopropyl) ether)2,43-TrichIorophenot2.4>TrichIorophenol2,4-DicHorophenol2,4-DimethyJphenol2^4-Dinitrophenol2,4-Dinitrotoluene
Seep No J.GW-JH-014
4/30/2003
Units Acute (1) Chrome Q)
Pg/L
Pg/LPg/L
Pg/L«5/LPgA-
2-OOoronaphthaIene2-CWorophenol2-MethylnaphlriaIene2-Methylphenol2-Nitroaniline2-Nitrophenol33-Dichlorobenzidine3-Nitroaniline4,6-Duutro-2-methyiphenol4-Bromophenyl phenyl ether4-Chloro-3-methylphenid4-ChJoroanfline4-Chlorophenyl phenyl ether4-Methylphenol4-NitroanOine4-NitrophenolAcenaphtheneAcenaphthyleneAnthraceneBenzo(a)anlhraceneBenzo(a)pyreneBenzo(b)fluorantheneBenzo(g4u)peryleneBenzo(k)ftuorarahenebis(2-Chloroethoxy)methanebis(2-Chloroethyl)ettierbis(2-EthyIhexyl)phlhalateButyl benzylphthalateCarbazoleChryseneDibenz(a»3nthraceneDibenzcrfuran
Pg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/L.Pg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/L
340
52-2
108.21293.4
2.1294237535
250112011201120
238000100
20201300
330330
4380
230
30
2301700
50
13340
59.650.4
0.012327.1753.5
763763763
63970365530
230230
2000
150
2.7B130B
ND(0.29)23 B1.9B
Seep No JGW-JH-O13
4/21/2004
NDO-7)997 B
ND(0.19)
Seep No J Seep No JGW-JHPK-V14 GW-102799-014
4/28/1939 10/2711999
SeepNoSGW-JH-414
4/26/2000
SetpNo-SGW-JH-414
4/25/2001
ND(aiO) UJ5.0 B13.4 B
ND(l.l) UNDO-4)
ND(0.10) UJNDO-8) UND(5.9) U
70.4 B
1.8 BND(1.0) UJNDO-2)ND(0.10)
4.4 Bi U
150520
11000238000
400 360
Seep No3GW-JH-018
912712001
ND(2.9)45.46]
ND(03)ND(0.8)
2JVND(U)
ND (0.037) UJ43B7.8 B
-_
—--
• --'--
—---
—--•---.--_
-
—--_
' .--
—-___
—____
-
NDO-7)55.2 B
ND(0.15)ND(0.67)
ND(034) UJNDO-2) UJND(0.10)ND(3.2) UND(6J) U
-_
---------•------- •--
—_
----_
-----__
- --__
--
ND 0-7)50.8 B
ND(0.17)ND(0.45)ND(1.1) UND(13)ND(0.10)
5.9 B252J
NDOO)ND(10)
NDOO)ND(10)ND(10)ND(10)NDOO)ND(10)ND(50)ND(10)ND(10)NDOO)ND(10)ND(10)NDC10)ND(50)ND(10) .ND(20)ND(50)ND(50)ND(10)ND(10)
ND(10)ND(10)ND(50)ND(50)ND(10)
NDOO)ND(10)ND(10)NDOO)ND(10)ND(10)ND(10)ND(10)NDOO)ND(10)NDOO)ND(10)ND(10)ND(10)
SeepNoS SeepNo.6GW-JH-017 GW-JHPK-W
51812002 4J28I1999
PSge7ofl5
SeepNo.6GW-JH-015
4/26/2000
SeepNo.6GW-fH-015
4/25/2001
Seep No.6GW-JH-0199/27/2001
ND(2.2)40.6B
ND(OJO) UND(0.70)
ND(l-O) UJND(li)ND(0.10)
1.6 BND(5.6) U,
ND(i9)) 50.9 BJi ND(O3)
ND(a8)1 ND(1J)
ND(1J)|ND (0.037) UJ
ND(13)47B
ND(1.7)5a6B
ND(OJ7) UND (0.67)
ND(OJ4) UJND(1.2) UJND(0.10)ND(Q^8)ND(7.6) U
ND(1.7)5Z3B
ND(0.44) UND(0.45)
0.87 BND(13)ND (0.10)NDC25) U
6.8 JB
ND{10)ND(10)ND(10)ND(10)ND(10)ND(10)
ND(10)ND(10)ND(50)
ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(10)ND(20)ND(50)ND(50)ND(10)NDOO)ND(10)NDOO)ND(10)ND(50)ND(50)NDOO)ND(10)ND(10)ND(10)ND(10)NDOO)ND(10)ND(10)NDOO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)
SttpNo*GW-JH-016
SIV2002
TABLE Rl
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARYGROUNDWATER SEEPS
DOEPKE-HOILIDAY SUFBRFUND SITEJOHNSON CO'UNTY. KANSAS '
Page 8 of15
Sample Location:Sample ID:Sample Date:
Diefhyl phthalate.Dimethyl phthalateDi-n-tmtylphlhalateDi-n-octyJ phthalateRuorantheneFluoreneHexachlorobenzene .HexachkrobutadieneHexachlorocyckipentadieneHocachloroe thane
SeepNol SeepNoZ SeepNoS SeepNoJ SeepNoS Steptfoj SeepNo3 SeepNoS SeepNo.6 — Seep No A SeepNo.6 StrpNo.6 . SetpNo*GW-JH-4U4 GW-JH-013 GW-JHPK-014 GW-102799-014 GW-fH-014 GW-JB-014 GW-JH-018 GW-fH-017 GW-JOPK-O13 \ GW-JH-015 GW-JH-O15 GW-PI-019 GW-JU-O164/3012003 4/21/2004 4/28OS99 1007/1999 4/26/2000 4/2512001 9/2712001 5/8/2002 4/2811999 . 4/26/2000 4/25/2001 9/27/2001 SJ8K002
Units Acute (1) Chronic (2)
940
PgA-
Mg/L
NaphthaleneNitrobenzeneN-Nitrosodi-n-propylaniineN-NitrosodiphenylanuneFentachtorophenolFhenanthrenePhenolPyrene
»«g/L/«g/L
Pg/L
3980
6907
980
117000230027000
58505530
10200
3.79352540
620
632560
ND(10)ND(10)ND(10)ND(10)ND.(IO)NDOO)ND(10)ND(IO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)
ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)NDOO)ND(1Q)
ND(50)
ND(10)ND(10)ND{10)NDflO)ND(10)ND(50)
ND(10)ND(10)
ND(10)ND(10)
CEA37%<«)
TABLE F.II
1999 TO 2005 LTMP. ANALYTICAL DATA SUMMARYGROUNDWATER SEEPS
DOEPKE-HOLUDA Y SUPERFUND SITEJOHNSON COUNTY, KANSAS
Sample Location:Sample ID:Sample Date:
Volatile Orymto
1,1,1-Trichloroethane- l,lA2-Tetrachloroethaiie1,1,2-TrichIoToethane1,1-Didiloroethane1,1-Dichloroethene1,2-DidJoroethane1,2-DichIoroelhene (total)1,2-Dichloropropane2-Butanone (Methyl Ethyl Ketane)2-Hexanone4-Methyl-2-Pentanane (Methyl fcobutyl Ketone)AcetoneBenzeneBromodichtaromethane
SeepNoJ Seep No J Seep No J SeepNo* ScepNoS SeepNoS SeepNoJSGW-JB-014 GW-JH-013 GW-JBPK-OU GW-102799-014 GW-JH-014 GW-JH-Olt GW-JH-01841302003 412112004 02611399 1012711999 412612000 412512001 9/27/2001
SeepNoS SeepNo.6 '• StepNojS SeepNo.6 SeepNoJB • Seep No fGW-/H-4H7 GW-/HPK-013 GW-JH-015 GW-JH-01S GW-JH-0I? GW-JH-4H6
5/8/2002 412811999 4/260000 4/25/2001 912712001 51812002
Units Acute (1) Chronic (2)
Bromomethane (Methyl Bromide)Carbon disulfide .Carbon tetradJorideChlorobenzeneChloroethane .Chloroform (Trichloromethane)Chloromethane (Methyl Chloride)cis-l,3-DichlaropropeneD3>romochlaromethaneEthylbenzeneMethylene chlorideStyreneTetrachloroeiheneToluenetrans-13-DichloropropeneTrichloroetheneVinyl chlorideXylene (total)
General Ouiliistrv
Total Suspended Solids (TSS)
Pg/LPg/L/ig/Lfg/LPg/L>g/Ljig/Lpg/LPg/L/ig/Lpg/LPg/Lpg/LPg/LPg/L/ig/L/jg/LPg/VPg/LPg/Lpg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/L*""'
18000932018000
—11600180001160023000
—-. --
5300110001100011000-
35200250
—28900110006600110003200011000-
528017500660045000-
—24009400
— '.—
2000
5700-------
—_ -
— '50
—1240
—244----
840-
24421900-
ND(l-O)ND(l-O)NDO-0)ND(1.0)ND(l-O)ND(l-O)ND(l-O)ND(1.0)ND(10)ND(IO)NDOO)NDOO)ND(l-O)NDO-0)ND(I-O)ND(1.0)NDO-0)ND(1.0)NDO-0)ND(1.0)ND(1.0)ND(l-O)ND (1.0)ND(l-O)ND(l.O)NDO-0)NDO-0)NDO-0)NDO-0)ND(1.0)NDO-0)NDO-0)ND(l-O)
NDO.O)NDO-0)ND(1.0)ND(l-O)ND(1.0)ND(l-O)NDO-0).
" ND(1.0)ND(10)
ND(10) UJNDOO)
ND(10) UNDO-0)
, NDO-0)ND(l.O)NDO-0)NDO-0)ND(l-O)ND(1.0)ND(1.0)NDO-0)NDO-0)NDO-0)NDO-0)ND(LO)NDO-0)NDO-0)NDO-0)NDO-0)ND(l-O)ND(1.0)NDO-0)ND(1.0)
ND(1.0)ND(1.0)ND(l-O)NDO-0)NDO-0)NDO-0)NDO-0)NDO-0)ND(10)NDOO)ND(10)NDOO)ND(l-O)NDO-0)NDO-0)NDO-0)NDO-0)ND(l-O)ND(l-O)ND(l-O)NDO-0)ND(l-O)ND(l-O)ND(1.0)ND(1".0)ND(l-O)NDOJO}ND(l-O)ND(1.0)NDO-0)NDO-0)ND(l-O)
. NDO-0)
ND (1.0)ND 0-0)ND(l.O)NDO-0)NDO-0)ND (1.0)ND(1.0)NDO-0)
ND(10) UJNDOO) UJ
. ND(10)ND(10) UJND(l-O)NDO-0)ND(1.0)ND(l.O)NDO-0)NDO-0)NpO-O)ND(l-O)HD (1.0)ND(l.O)NDO.O)ND(1.0)NDO.O)
NPO-5) UNDOO)ND(l-O)
NDO-0) UNDO.O)ND(1.0)ND<1.0)ND{1.0)
1 '
ND(1D)NDO-0)NDO-0)ND(1.0)NDO^l)NDOi)ND(l-O)ND0.0)NDOO)NDOO)ND(10)
NDOO) UND(10)ND(l-O)NDO-0)NDO-0)ND(l-O)ND(IJJ)ND(l-O)ND(l.O)NDOJO)ND(1.0)NDO-0)ND(l-O)ND(1.0)NDO-0)ND(1.0)ND(l-O)ND(1.0)ND(1.0)ND(l-O)NDO-0)ND(l-O)
ND(l-O)NDO-0)ND(LO)ND(l-O)NDO-0)NDO-0)ND (1JO)NDO-0)NDOO)ND(10)ND(10)NDOO)ND(l-O)NDO-0)NDO-0)NDO-0)NDO-0)NDO-0)NDO-0)NDO-0)NDO-0)ND(l-O)NDO-0)ND(W)ND(l-O)NDO-0)ND(l-O)NDO-0)ND(l-O)ND(l-O)NDO-0)ND(l-O)ND(1.0)
NDO-0)ND(LO)NDO-0)NDO-0)ND(1.0)ND(1.0)ND(1.0)NDO-0)ND(10)ND(10)ND (10)
NDOO) U.UJND(1.0)ND(1SS)NDO-0)NDO-0)ND(1.0)NDO-0)ND(l-O)
ZOND(l-O)ND(1.0)ND(l-O)NDO-0)ND(1.0)ND 0-0)ND(l-O)ND{1.0)NDO-0)NDO.O)ND(1.0)
. ND(1.0)ND(1.0)
ND(l-O)NDO-0)ND (1.0)NDO-0)NDO-0)NDO-0)ND{1.0)ND(l^))
NDOO)UJND(10) UJND(10)
ND(10) UJND(l-O)ND(l-O)ND(l-O)ND(1.0)NDO-0)NDO-0)NDO-0)ND(l-O)NDO-0)NDO-0)NDO-0)NDO.O)NDO-0)NDfl.O)NDO-0)NDO-0)NDO-0)NDO-0)ND(l.O)ND(1.0)NDO-0)
ND(l-O) NDO-0)ND(1.0) , ND(l-O)NDOO) NDO-0)ND 0-0) .' ND (1.0)NDO-0) NDO-0)ND(10) NDO-0)NDO-0) , NDO-0)ND(l-O) ND(1.0)NDOO). ' ND(10)ND(10) \ NDOO)ND(10) ,' ND(10)NDOO) NDOO) UND(l-O) . NDO-0)ND(l-O) ! ND(1.0)ND(1.0) . NDO-0)NDO-0) -' NDO-0)NDO-0) . NDO-0)NDO-0) NDO-0)NDO-0) NDO-0)ND(l-O)NDO-0)NDO-0)ND(l-O)NDO-0)ND11JO)ND(1JO)ND(1.0)
NDO-0)NDO-0)NDO-0)NDO-0)ND(1.0)NDO-0)NDO-0)Nb(l.O)
ND(l-O) " ' NDO-0)ND(l-O) 1 ND(1.0)NDO-0)NDO-0)NDO-0)NDO-0)
ND(1JO)ND(1.0)NDO-0)NDO-0)
NDO-0)NDO-0)NDO-0)NDO-0)NDO-0)ND(l.O)NDO-0)NDO-0)NDOO)ND(10)
,ND(10)ND(10)ND(l-O)ND(1.0)NDO-0)ND(lfl)ND(1X))NDO-0)NDO-0)ND(l-O)ND(1J))ND(l-O)ND(1.0)ND(l-O)NDO-0)ND(1.0)NDO-0)NDO-0)ND(1.0)ND(l-O)ND(l-O)ND(1.0)ND(1.0)
ND(1.0)NDO-0)ND(l-O)NDO-0) .NDO-0)ND(l-O)
. ND (1-0)ND(l-O)NDOO)NDOO)ND(10)
ND(10) U.UJND(1.0)NDO-0)ND(1.0)ND(l-O)ND(l-O)NDO^))ND(1.0)
0.62 J .ND(1.0)ND(1D)NDO-0)NDO-0)NDO-0)NDO-0)NDO-0)NDO-0)ND(l.O)NDO-0)NDO-0)ND(l.O)ND(1.0)
NDO-0)NDO-0)ND(l-O)NDO-0)NDO-0)NDO-0)NDO-0)NDO-0)
NDOO) UJNDOO) UJ
NDOO)NDOO) UJNDO-0)ND(1.0)NDOJO)NDO-0)ND(1.0)ND(l-O)ND Ofl)ND(1J))NDO-0)NDO-0)NDOJO)ND(1:0)
NDO-0)ND(1.0)ND(1O)ND(1.0)NDO-0)NDO-0)ND(1.0)-ND(l-O)ND(1X»)
mg/L 120 52 . 4.0 4.0 7.0 J 8.0J ND(4.0) 12 10J 5.0 J.
CRA3796(40)
TABIEM
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARYGROUNDWATER SEEPS
DOEPKE-HOLUDAYSUPERFUNDSTTEJOHNSON COUNTY, KANSAS
Sample Location:Sample ID:Sample Date: .
Pafame lef
Metals
Arsenic .BariumCadmiumChromium TotalCopperLeadMercuryNkkel23nc
Semi-volatile Orpanics
Seep NoJ ScepNo.8 SetpNoJSGW-102799-010 GW-JB-011 JH-O13
1007/1999 41202000 9120/2000
Seep No JQW-JH-WB4/25/2001
Ifrrita Aaitf(l) OiroiricfZ)
pg/L340
512
Mg/L
1293.4ii
2942JJ7S35
SO
13540
59.650.40.012327.17535
NDC2.9)299J
ND(0.8).
ND (0.037) UJi8B115 B
288l U
ND(0.67)ND(054) UJNDOi) UJND(0.10)ND(35) UNDOS.1) U
SeepNoJSGW-JH-013
9/27/2001
ND(1.7)295
ND(0.29) UND(0.45)
ND(13)ND(0.10)ND(4.6)U
302J
Page 10 oll5
SeepNoAGW-JH-0104/30/2003
SecpNoSGW-JH-0094/21/2004
SeepNo.8 SeepNoJ SttpNoS SeepNoSGW-JH-913 GW-fUPK-MS GW-102799-013 GW-JH-0164/27/2005 4/28/1999 I 1612711999 412612000
SetpNoSJH-412
9/20/2000
.SeepNoSGW-JB-0134/25/2001
ND(23)422
ND(0.29)ND(13)
ND(1.7)238
ND(0.19)
1.1 B
239ND(O20)NDO-7)
22B
ND(0.10) UJ5.6 B85 B
ND(0.10) UJ
U
ND(0.10) UJ4.7 B
ND(2.2)63.6 B
ND(051) UND(0.70)
ND{1.0)U]liB !
ND(0.10) :4.0 B
• 146B0.78 B4.6 B
ND(2-8) U.UJ
235BU ND(18.6)U | ND(272) U
ND(2.9)685 BJ0.31 B
ND(1.1) U2iB
ND(13)0.04 BJ5.2 B17.4 B
104B1.1 B
ND(15) U
ND(1.9)R
215 B242
2.1 B82.6 B
ND(0^6) UND(0.67)
ND(054) UJ
ND(1^)UJND(0.10)ND(65) U
ND(16.4) U
CRA 3396(40)
1,2,4-Trichlarobeniene1,2-Dichlorobenzene1 ,3-Dkhlarobenzene1,4-Dichlorobenrene2^2'-oxybis(l-CWoropropane) (bis(2-chloroisopropyl) ether)2A5-TrichlorophencJ2/4,6-Trichlarophenol2,4-Dichlorophenol2,4-Dimethylphenol2,4-DinitrophenoI2/1-Dinitro toluene2,6-Dinitrotoluene2-Ouoronaphthalene2-Chloropheno)2-Methylnaphfhalene2-Mcthylphenol • . - .2-Nttroaiuline2-Nilrophenol3,3'-Dichlorobcnzicurtc3-Nitroaiuttne4^-Dinitro-2-methyIphenol4-Bromophenyl phenyl ether4-Chloro-3-methylphenol4-Chloroanilme4-Chlorophenyl phenyl ether4-Methylphenol4-Nitroaniline4-Nitropheno]AcenaphmeneAcenaphthyleneAnthracene .Benzo(a)anthraceneBenzo(a)pyreneBenzo(b)fhiOTanlhen«Benzo(gJvi)peryleneBenzo(k]fluoraixthenebis(2-Chloroethoxy)nielhanebis(2-Chloroethyl)etherbis(2-Ethylhexyl)phlhalateButyl benzylphthalateCarbazoleChryseneCibenz(ajh)anthraceneDibenzofuran
2501120
11201120
238000
100-
2020
1300
330330
—763763763-63970365530
230230
MgA.
Kg/LMg/L
Mg/L
4380
230
30
2301700
2000
150
150520
Mg/LMg/L
Pg/LMg/L/«g/L
11000238000
400 360
Pg/LPg/LPg/L
ND(10)ND(10)ND(10)
. ND(10)ND(10)ND(10)ND(10)ND(10)NDOO)ND(50)ND(10)ND(10)ND(10)NDQO)ND(10)ND(10)ND(50)ND(10)ND(20)ND(50)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)NDOO)ND(10)
ND(10)NDQO)NDQO)ND(10)
I • -
TABLE F.I
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARYGROUNDWATER SEEPS
DOEPKE-HOLLIDAY SUPERFUND SITEJOHNSON COUNTY, KANSAS
Sample Location;Sample ID:Sample Date:
DieflijdphthabteDimethyl phthalateDi-n-butylphthalate'Dl-n-octji phthalateFhioraritheneFhtoreneHexachlorobenzeneHexacWorobutadfeneHexachlorocyclopentadieneHexachloroethaneIndeno(i;2,3-cd)py«neIsophoroneNaphthaleneNitrobenzeneN-Nitrosodi-n-pTopylamineN-NitrosodiphenylamineFentachlorophenolPhenanthrenePhenolPyrene
SeepNo.8GW-102799-010 GW-JH-011
10127/1999. 4/2&2000
Unite Acute ft) Chronic O)
940Pg/L
Ag/L
fg/Lpg/L
Pg/LMg/L
Pg/LPg/LPg/L
Pg/LPg/LPg/LPg/L
—
3980
6907
980
117000230027000
58505530
10200
—
-
17935J2540
_„
620
—
—3563
2560
SerpNa.8 SeepNo.8 SeepNoJI SttpNoJS Seep No Jl SetpNoJS SctpNoJ:ja-013 GW-JH-009 GW-JH-013 GW-JH-010 GW-JH-009 GVf-JH-m3 GW-JHPK-015
9/20/2000 4125/2001 9/2712001 4/30/2003 4/21/2004 4/27/2005 4/28/1999
ND(IO)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)NDflO)ND(10)ND(10)ND{10)
/(I;|
T
jCEA3796(«)
ND(10)ND(10)ND(10)NDOO)ND(50)ND(10)ND(10)ND(10)
Page 11 of 15
SetpNo3 StepNoSGW-102799-013 GW-JH-016
10/27/1999 4/26/2000
StepNo3JH-012 GW-fH-013
9/2012000 4/2512001
TABLE F.1
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARYGROUNDWATEK SEEPS
DOEPKE-HOLUDAY SUPEKFUND SITEJOHNSON COUNTY, KANSAS
Page 12 of 15
Sample Vocation:Sample ID:Sample Date;
SeepNoXGW-102799-010
10127/1999
Units AeatttU Chronic (2)
Step No*GW-JH-0114/26/2000
SffpNo.8JH-013
9/20/2000
StepNo.SGW-JB-0094/25/2001
SeepNa.8GW-/H-OI39/27/2001
StepNo.8GV/-JH-0104/30/2003
GW-JH-0094/21/2004
SttpNoAGW-JH-0134/27/2005
SeepNoJ •GVt-JHPK-MS
4/2811999
SetpNoSGW-102799-413
10/27/1999
StepNoSGW-fH-016
412612000
StepNoS
9/20/2000GW-JH-0134/25/2001 ,
Volatile Oryanics
1,1,1-TrichIoroethanel,lA2-Tetrachloroethane14>Trichloroethane1,1-Dichloroelhane1,1'Dichloroethene1,2-Dichloroethane1.2-DicMaroethene (total)1,2-Dichloropropane2-Butanone (Methyl Ethyl Ketane)2-Hexaiume4-Meihyl-2-Pentanone (Methyl Isobulyl Ketone)AcetoneBenzeneBromodichlaromethaneBromofonnBromomethane (Methyl Bromide)Carbon disulfideCarbon letrachlorideChlorobenzeneOiloroethaneChloroform (Trichloroinetnane)CHtaromethane (Methyl Chloride)05-1,3-DichloropropeneDibromochloroinethajieElhylbenzeneMethytene chlorideStyreneTetrachloroetheneToluenetrans-l/3-DichloropropeneTrichloroelheneVinyl chlorideXylene (total)
Central Chemistry
Total Suspended Solids (TSS)
/•g/LPgA-Pg/LPg/LPg/LPg/LPg/l-Pg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPg/LPgA-Pg/LPg/I-PgA-Pg/LPS/LPg/LPgA-Pg/LPg/LPg/LPgA-Pg/LPg/L
18000932018000-
11600180001160023000----
5300110001100011000-
35200250-
28900110006600110003200011000-
5280175006600
45000--
-24009400-
- -2000
5700-- •------—- •50-
1240
—244----
840
—244
21900--
ND(1.0),ND(1.0)ND(1.0)ND (1.0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)
ND(10) UJND(10) UJND(10)
NDflO) UJ2A
ND(1.0)ND(1.0)ND(LO)ND(LO)ND(1.0)ND(1.0)NDO-0)NDO-0).ND(1.0)ND(1.0)ND(1.0)NDao)
ND(W) UND(1.0)ND(1.0)
ND(1.0) UND(1-0)NDO-0)ND(1.0)ND(1.0)
ND(1D)ND(1.0)NDaOND(1.0)ND(1.0)NDaO)ND(1.0)
MD(1.0)ND(10)ND(10)ND(10)
ND(10) UND(1.0)ND(1.0)ND(IJO)*ID(IJO)ND(1.0)ND(1B)ND(1J)NDO^))ND(1.0)ND(1.0)ND(1.0)ND(1J)ND(l-O)ND(1.0)ND(i.O)NDO-0)ND(1.0)ND(1.0)ND(1.0)ND(l.O)ND(1.0)
ND(1.0)ND(1JO)
.ND(l^))ND(1.0)ND(l-OyND(1.0)ND(1.0)ND(1.0)
1.9JND(10)
Z5JND(10) U
2.4 .ND(1.0)ND(1.0)
ND(1X)).UJND(1.0)
ND(1.0) UJND(1.0)ND(1.0)ND(1.0)ND(1-0)ND(1.0)NDa.0)ND (1.0)ND(1.0)ND(1.0)ND(1-0)ND(1.0)ND(l.O)ND(l.O)ND(1.0)NDO-0)
^ro(lO)hb(i.o)ND(1.0)^k)(l.o)ND(1.0)>fDO-0)ND(1.0)ND(1.0)KT3(10)ND(10)ND(10)
ND(10) UJND(1.0)Nba-o)ND(1.0)ND(1.0)ND (1.0)ND(1.0)ND(1.0)NDO-O)Nba-0)WD(1.0)ND(1.0)ND(l-O)ND(1.0)lib (i.o)ND(l-O)ND(1.0)ND(1.0)ND(l.O)Ni(1.0)NO (1.0)ND(l.O)
ND(1-0)ND(l-O)ND(ljfl)ND(1-0)ND(1J))ND(1.0)ND(1.0)ND(1.0)ND(10)ND(10)ND(10)
ND(10) UJ0.29 J
ND(l-O)ND(1JJ)ND(1-0)
O34]ND(1.0)ND(1.0)
3.1ND(1.0)NDO-P)ND(1.0)ND(l-O)ND(1.0)
ND(l-O) UND(1.0)ND(W)ND(1.0)ND(1-0)ND(1.0)ND(1.0)ND(1.0)
ND(1.0)ND(1.0)NDa.O)ND(1.0)ND(1.0)ND(U>)ND(l.O)ND(1.0)ND(10)ND(10)ND(10)ND(10)ND(1.0)ND(1-0)ND(1.0)ND(l^)ND(l-O)ND(1.0)ND(1.0)ND(l^))
.ND(ljO)ND(1U))ND(1-0)ND(1.0)ND(1.0)ND(1.0)ND(1-0)NDO.O)ND (1.0)ND(1.0)ND(1D)ND(l.O)ND(1.0)
ND(1-0)ND(1.0)ND(1-0)ND(1.0)ND(l-O)ND(1J)NDO-O)ND(l-O)ND(10)
ND(10) UJND(10)
ND(10) UND(l.O)ND (1.0)ND(LO)ND(1.6)ND(l-O)ND(1.0)ND(1-0)ND(1.0)ND(1.0) sND (1.0)ND(1.0)NDO-0)ND(1.0)ND(l.O)ND(UJ)NDO:0)ND(l.O) .ND(1.0)ND(1.0)NDO-0)ND(1.0)
ND(1.0)ND(LO)ND(1.0)ND(1.0)NDO-0)ND(1.0)ND(1.0)ND(1.0)ND(10)ND(10)ND(10)
ND(10) UJND{1.0)ND(l-O)ND(1.0)ND(l.O)ND(1.0)ND(1.0)ND(1.0)ND(1^))ND(l-O)ND(t.O)ND(1.0)ND(1X))ND(ljO)ND(1D)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)
' ND(1.0)ND(1.0)
ND(1.0) ! ND(1.0)ND(1.0) ND(1.0)ND(1.0) ND(1.0)ND(1.0) : i ND(l.O)ND(1J) ND(1.0)ND(l-°) ; 0-097 /NDO-0)ND(1.0) '•ND(10)ND(10)ND(10)ND(10)ND{1.0) jND(1.0)ND(1.0)
ND(1.0)ND(1.0)
NDOO)UJND(10)UJ.ND(10)ND(10) UJND(1.0)ND(1.0)ND(1-0)
ND(1.0) ND(1.0)ND(1.0) : ND(i.O)ND(1.0) ! ND(1.0)ND(l^J) ; \ ND(1.0)ND(1.0) , ND(1-0)
• ND{1.0) ND(l.O)ND(LO) ND(1.0)ND(1.0) ND(LO)ND(1.0) ND(1.0)ND(lJO) i ND(1.0)ND(W) ND(1.5) UND(1.0) j ND(1.0)ND(1.0) ' ND(l.O)ND(1.0)ND(1.0)
ND(1.0) UND (1.0)
ND(1.0) ND(1.0)ND(1.0) ) ND(1.0)ND(1J) ND(l.O)
ND(1-0)ND(1.0)ND(1.0)ND(1X))
. ND(1.0)ND(1.0)ND(1.0)ND(I-O)ND(10)ND(10)ND(10)ND(10)ND(1.0)ND(l-O)NDO-0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(1.0).ND(1.0)ND(1-0)ND(l-O)ND(l.O)ND(l-O)NDO-0)ND (1.0)ND(1.0)ND(1.0)ND (1.0)NDO-0)ND (1.0)
ND(1-0)ND(1.0)ND(1.0)NDO-0)ND(1.0)ND(1.0)ND(l-O)NDO-0)NDOO)ND(10)ND(10)
ND(10) UND(1.0)NDO-0)ND(l-O)
NDO-0) UJND(1.0)
ND(l.O) UJNDO-0)ND(l.O)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)ND(U)ND(l-O)ND(1.0)ND(1.0)ND(1JD)
ND(l-O)ND(1.0)NDO-0)ND(l-O)ND(l-O)ND(l-O)NDO^)ND(1X))NDOO)NDOO)NDOO)ND(10)NDO-0)ND(1.0)NDO-0)NDO-0)ND(l-O)NDO-0)ND(l-O)NDO-0)ND(l-O)NDO^J)NDO-0)NDO-0)NDOO)ND(l-O)ND(l-O)NDOO)NDO-0)ND(l-O)ND(IXI)NDflXONDO-0)
mg/L 9.0 16J 42 19 30 9.0 43 ND(4.0) 18J
CRA 3794(40)
TABLE F.1
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARYGROUNDWATER SEEPS
DOEPKE-HOLLIDAY SUPERFUND SITEJOHNSON COUNTY, KANSAS
Page 13 of 15
,0*
Sample Location:Sample JD:Sample Date:
Panatater
Metals
Arsenic •Barium .CadmiumChromium TotalCopperLeadMercuryNkkel •Zinc
Semi-volatile Onuaacs
1,2/4-Trichlarobenzene1,2-DichIorobenzene1,3-Dichlorobenzene1/4-EHchlorobenzene2,2'-oxybis(l-CWoropropane) (bis(2-ch]oroisopropyl) ether)2/t5-Trkh!orophenol •2A6-TrichI0rophenol2,4-Dichlorophenol2,4-Dimethylphenol2/t-Dinitrophenol2,4-Dinitrotoluene2,6-Dinitro toluene2-Chloronaphthalerie2-Chlorophenol2-Methyinaphthalene2-Melhyrphenol2-Nitroaniline2-NitrophenoI.33-EKchlorabenzidine3-Nitroaniline4>6-DJnuTO-2-methylphenol4-Bromophenyl ph'enyl ether4-Chloro-3-inethyrphertoI4-Chloroanfline4-Chlorophenyl phenyl ether4-Methylphenol4-Nitroanilmc4-NitrophenolAcenaphlheneAcenaphthyleneAnthraceneBenzo(a)anthraceneBenzo(a}pyreneBenzo(b)fluoranthene
Units Acute (1) Chronic (2)
Mg/LMg/LMg/LMg/L
Mg/L
Mg/LMg/LMg/LMg/L
Mg/L
Mg/LMg/LMg/LMg/L
Mg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/L
250112011201120
238000100
20201300
330330
4380
230
30
2301700
Benzo(k)fluoranthenebis{2-Chloroethoxy)methanebis(2-ChloroethyI}ether •bis(2-Ethylhexyi)phthaIateButyl benzylphthalateCarbazoleChryseneDibenz(a,h)anthraceneDibenzofuran
11000238000
Mg/L 400
StepNoS Seep Ifo3 Seep No J SeepNoS SetpNoS Step No JO SeepNoM Seep No JOGW-JH-017 GW-JH-O14 GW-JH-O13 .GW-JH-012 GW-JU-014 GW-JHPK-416 GW-102799-016 GW-JH-010
912712001 SI8I20OZ 4/30/2003 1/210004 412712005 4/28/1999 102711999 4/26/2000
ND(2.9)55.2 tJJ
SeepNoJO ' SefpNoJiOGW-JH-012 • i GW-JH-<««
412512001 912712001
Mg/LMg/L
50-
13540
59.650.40.012327.17533
_
763763763- '63
970365530-
230230-
2000---
150
—----
—---
150520-
—--
—--
—-360-—
_ --
NDO-7)69.0 B
ND(0.73) UND(0.45)ND(3.6) UNDO-3)ND(0.10)ND(55) U
87.9 J
ND(10)ND(10)NDOO)NDOP)ND(10)ND(10)ND(10)ND(10)ND(10)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)NDOO)ND(50)NDOO)ND(20)ND(50)ND(50)ND(10)ND(10)NDOO)NDOO)ND(10)ND(50)ND(50)ND(10)ND(10)ND(10)ND(10)NDOO)ND(10)NDOO)ND(10)ND(10)ND(10)ND(10)NDOO)ND(10)
ND(10)NDOO)
ND0.4)59.4 B
ND(0.62) UND(0.94) UND(054)NDO-2)
ND(0.10) UJ3JB
ND(103) U
_
-----_ .---------.---- •--------
• --------
—- •--
—_
-
ND(23)84.4 B0.77 B
ND03)ND (1.2)ND(1J)
ND(0.10) UJ8.0 B16.16
_ •
---- •-
——-
—— .— _— •
' -
—-"
————•—
——------
——' —----
—-
—-
—_ '
-
ND (1.7) ND (2 SS)83.0 B 77.6 B
ND(088) U 0.73 BNb(0.85) ND(1.7)ND(0.90) 22 BND0.4) ND(M)
ND(0.10) UJ ND (0.10) UJND(73) U 7.4B
17.0 B 27.4: 1
I
_ —_ _ .
}-'',- -'j- • -.'- • -1-i~ ~ ••
. '- -.- ' -;- — .:- —
'- . -
\- -- -
(" - -'•- -
I— . —'.- • -;- -
-i- _!- ' -!- -
. - -
—\- -'.- -
-
• r ' ~ir : ~ir ~i
- —r ~i
r ~
;1r ~" .
ND(22)74£B
tfD(030)ND(0.70)NDO-0) UJND(1.2)ND(0.10)
1.9 BND05J) U
_
-----------
—----
------.-- .--
.-.----
• --'-----
—_
-
ND{0.8)
ND 0-3)ND (0.037) UJ
2.6 B
ND(1.7) ;67.9 B
ND(0.22) UNt>(0.67)
ND(0.54) UJND(1.2) UJ.ND(0.10)NDp.l) UND(5.9) U
SeepNoJO Seep NoJl Seep NollGW-JH-O1S GW-JHPK-OU GW-JH-012
5/8/2002 4/28/1999 9O7I20O1
ND(1.7)132B
ND(0.17)ND(0.45)ND(2.6) U
106 BND(0.20)ND(0.70)
UJ
ND(0.10)2.7 B
ND(25.0) U
I
ND(0.10)ND(4.2) U
6-4 JB
ND(10)ND(10)ND(10)ND(H>)
ND(10)ND(10).NDOO)ND(50)ND(10)ND(10)ND(10)
ND(10)ND(10)ND(50)NDOO)ND(20)ND(50)ND(50)ND(10)ND(10)
NDO")ND(10)ND(10)ND(50)ND(50)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)ND(10)NDOO)ND(lO)ND(10)
ND(10)ND(10)ND(10)NDOO)
0143796(40)
TABLE F.1t
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARYGROUNDWATER SEEPS
DOEFKE-HOLLIDAY SUPERFUND SITEJOHNSON COUNTY, KANSAS
Sample Location:Sample ID:Sample Datt:
Parameter
DJethylphthalateDimethyl phlhalaleEH-n-butylphlhalateDi-n-octyl phthalateFhiorantheneFhioreneHexachlorobenzeneHexachlorobutadieneHexachlorocydopentadieneHexachtoroelhaneIndeno(l,2,3<d)pyreneIsophoroneNaphthaleneNitrobenzeneN-Nitrosodi-n-propylaiiiineN-NitrosodiphenylaminePentachlorophenolPhenanthrenePhenolFyrene
SiupNoJ)GW-JH-017912712001
SetpNoSGW-JH-01*
5/8/2002
Setptio*GW-JH-013
4130/2003
SeepNoSGWrJH-012trunoot
SeepNo3 SeepNoJO SeeptioJ.0 SeepNo.10 SeepNo.10GW-JH-014 GW-flJPK-016 GW-102799-016 GW-pi-010 GW-JH-012
4/27/2005 4/28/1999 10/27/1399 4/26/2000 4/25/2001
Page14 of 15
Unite
Pg/LW/L
/•g/L^g/LPg/L/»g/L^g/L/•g/L
PgA/tg/Lpg/LPg/L/•g/L/>g/L
Pg/LPg/I-fg/LPg/LPg/1-Cg/L
/tortefl)_
940--•
3980-6907
980-
1170002300
27000-
58505530
10200
Chronic (2}
—3----
3.7935.2540-
• -620 "---as63
2560
ND(10)ND(10)ND(10)ND(10)Nt>(10)ND(10)ND(10)ND(10)ND(10)ND(10)
- ND(10)ND(10)ND(10)ND(10)ND(10)NDflO)ND{50)ND(10)ND(10)ND(10)
| ScepNoJ.0 SeepNo.10 SeepNo.il Seep Noll\ GW-JH-016 GW-ftt-015 GW-JHPK-OJ2 GW-fB-012\ 9/27/2001 Simotn 40811999 9/2772001
ND(IO)ND(10)ND(10)ND(10)ND(10)NDOO)ND (10)ND(10)ND(10)ND(IO)ND(10)ND(10)NDOO)NDOO)ND(10)ND(10)ND(50)ND(10)ND(10)ND(10)
CRA37M(«>> jlliilll Mill II 11 »||l III H
TABLE F.1
1999 TO 2005 LTMP ANALYTICAL DATA SUMMARYGROUNDWATER SEEPS
DOEPKE-HOLUDAY SUPERFUND SITEJOHNSON COUNTY, KANSAS
Sample Location:Sample ID:Sample Date:
Volatile Onmics
1,1,1-Trichloroethane
SeepNo.9 ScrpNoS Seeptio3 SerpNoSGW-JH-017 GW-IH-014 .GW-JH-013 GW-JB-012912712001 51812002 4/30/2003 4121/2004
SeepNo3 Seep'No.lO . SeepNo.W SeepNo.10GW-JH-014. GW-JHPK-016 GW-102799-016 ~ GW-JU-010
4/27/200S 4J2BH993 10/27/1999 4/26/2000
Units Acute (1) Chronic (2)
1,1,2-Trichloroethane1,1-Dkhloroethane1 ,1-Dichloroethene1,2-Dichloroethane1 -Dichloroethene (total)
2-Butanone (Methyl Ethyl Ketone)2-Hexanone4-Methyl-2-Pentancme (Methyl Isobutyl Ketrme)AcetoneE'enzeneBrornodicWoromethaneBrpmofortnBromomethane (Methyl Bromide)Carbon disulAdeCarbon tetrachlorideChlorobenzeneChloroethaneChlorofonn (Trichloj uuxelhane)Chloromethane (Methyl Chloride)ds-l,3-DicnloropropeneDibromochloroonethaneEthylbenzeneMethylene chlorideStyreneTetrachloroetheneToluenetrans-l,3-Dichloi opiopcneTrichloroethcneVinyl chlorideXylcne (total)
General Chemistry
Total Suspended Solids (TSS)
Mg/Ljig/I./ig/LMg/LMg/LMg/LMg/LMg/LMg/LMK/LMg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/LMg/L.
18000932018000-
11600180001160023000----
5300110001100011000-
35200250-
28900110006600110003200011000-
5280175006600 '45000--
- .24009400--
2000
5700-
' —---
—---•-50-
1240-
244----
840-
24421900-- .
ND(l.O)ND(1.0)ND(l-O)ND(1.0)ND(1.0)ND (1.0)ND (1.0)NDO-0)ND(10)ND(10)ND(10)
NDOO) UUJND(1.0)NDO-0)NDO-0)ND(l-O)NDO-0)NDO-P)ND (1.0)
1.1ND(1-0)ND(l-O)ND(l.O)ND(l-O)ND(1.0)ND(1.0)ND(1.0)ND(l-O)ND(1.0)ND (1.0)NDO-0)ND(l-O)NDOO)
ND(l-O)ND(1.0)NDO-0)ND(l-O)NDO-0)ND(l-O)ND(l-O)ND(U>)
ND(10) UJND(10) UJND(10)
ND(10) UJND (1-0)NDO-0)ND(1-0)ND(l-O)ND(1*)NDO-0)NDO-0)ND(1.0)NDO-0)ND(1.0)ND(1.0)ND(l-O)ND(1.0)ND(l-O)ND(l-O)NDO-0)ND(l.O)ND (1.0)NDO-0)ND (1.0)ND(l-O)
ND(1.0)ND(1.0)NDO-0)ND(1.0)ND(1J))ND(l-O)ND(l-O)ND(1.0)NDOO)NDOO)ND(10)ND(10)ND(1.0)ND(1.0)ND(1.0)NDO-0)ND(l-O)ND(l-O)NDO-0)ND(l-O)NDO-0)ND (1-0)NDO-0)NDO-0)ND(1.0)ND(1-0)ND(l-O)ND(l-O)ND(1.0)NO OX))ND(1.0)ND(1.0)NDO-0)
ND(l-O)ND(1.0)ND(l-O)NPO-0)ND(1.0)NDOO)ND(l-O)ND(l-O)ND(10)
ND(10) UJND(10)NDOO)ND(1X>)NDO-0)ND(l-O)ND(1J))ND(l^))ND(l-O)ND(l-O)ND(1.0)ND(1.0)ND(l-O)ND(l-O)NDO-0) .ND(1.0)ND(1.0)NDO.O)NO 0-0)Nb(l-O)NDO-0)NO (1.0)ND(1.0)ND(1.0)
ND(1.0)NDO-0)ND(1.0)ND(1.0)NDO-0)ND(l-O)ND(1.0)ND(l-O)ND(10)ND(10)NDOO)
ND(10) UJND(1.0)ND(1.0)NDO-0)NDO-0)NDO-0)ND(l-O)ND(1.0)NDO-0)NDO-0)NDO-0)NDO-0)NDO-0)ND(1.0)NDOO)NDO-0)ND(1.0)NDO-0)ND(1.0)ND(1.0)ND(1.0)ND(1.0)
ND(1.0)NDO-0)ND(l-O)ND(1.0)NDO-0)ND(1.0)ND(l-O)ND(l-O)ND(1P)ND(10)ND(10)ND(10)NDO-0)NDO-0)NDO^jO)NDO-0)ND(1.0)NDO-0)NDO-D)ND(10)ND(1.0)NDO-0)ND(1.0)ND(1.0)NDO.O)ND(1D)ND(1JO)ND(l-O)ND(1.0)NDO-0)ND(l-O)ND(1.0)NDO-0)
NDO-0)ND(l-O)ND(1.0)NDO-0)ND(1.0)NDO.O)ND(1.0)ND(1.0)
ND(10) UJNDOO) UJND(10)
ND(10) U,UJND(1.0) UND(LO)ND(1.0)
ND(l-O) UJND (1.0)NDO.O)ND(1^>)ND(1.0)ND(1.0)ND(1.0)NDO.O)NDO.O)ND(1.0)
ND(1J) UNDO.O)ND(1.0)
ND(1.0) UND(1-0)ND(1.0)ND(1.0)NDO-0)
NDO-0)NDO-0)NDO-0)NDO-0)ND(1D)NDO-0)ND(1.0)NDO-0)NDOO)ND(10)ND(10)
NDOO) UND(l-O)ND(l-O)NDOJO)NDO-0)NDO-0)ND (1-0)ND(1X))ND(l-O)ND(1.0)ND(l-O)NDO-0)NDO^))ND(l-O)ND(1X>)ND{1.0)ND(lXl)ND(U) .NDO-0)NDOJ))ND(l-O)NDO-0)
mg/L 7.0J ND(4) 5.0 '4.0
Notes
Mg/Lmg/L '
NDQBJUJU(1)(2)
6.0 ND(4.0)
Micrograms per LiterMilligrams per Liter \The parameter was not analyzed and/or Kansas surface water quality criterion not availableNot detected at the reporting limit in parenthesesConcentration between instrument detection limit and contract required detection EmitEstimated concentration •Estimated quantisation limit '. .Qualified as not detected ;Acute seep water quality criteria are the Kansas surface water quality criteriaChronic seep water qualify criteria are Ute Kansas surface water quality criteria
ND(4.0)
Seep No JO [GW-JH-01240512001 ;
ND(l-O) :ND(l-O)ND(l-O)NDO-0)NDO-0) .NDO-0)ND{1-0)ND(l.O)ND(10)
S«pNo.lOGW-JB-016
9/27/2001
ND(1.0)ND(l-O)NDO-0)ND(LO)
0.29 JND<1.0)ND(1.0)ND(1.0)ND(10)
ND(10) NDOO)ND(10)ND(10)ND{1.0) !ND(1.0) :
ND(1.0) :ND(l-O)ND(1.0)ND(1.0)NDO-0)NDO-0)ND(1.0)ND(1.0)ND(1.0)ND(LO)ND(l-O)ND(l-O) :
NDO-0) :ND(1.0)NDO-0)NDO-0)ND(l-O)NDO-0)ND(1.0)
28J
NDOO)ND(10) U,UJ
ND(1.0)NDO-0)ND(1.0)ND(l-O)ND(1.0)ND(1.0)ND(l-O)
1.7ND(l-O)NDO-0)ND(l-O)NDO-0)NDO-0)ND (lIO)ND(l-O)NDO-0)NDO-0)ND(l.O)NDO-0)NDO-0)ND(l-O)
StepNo.10GW-JH-015
5/80002
ND(l-O)ND(l-O)NDO-0)ND(1D)ND(IJJ)ND(l-O)NDO-0)ND(l-O)
ND(10) UJND(10) UJ
OJ5JNDOO) UJNp(l-O)ND(l-O)ND(l-O)NDO-0)NDO-0)NDO-0)ND(1.0)ND(I.O)NDO-0)ND(1.0)NDO-0)ND(l-O)ND(l-O)ND (1.0)ND(1.0)ND (1.0)ND (1.0)ND(1.0)ND(l-O)ND(1.0)ND (1.0)
"
SeeptioJlGW-JHPK-012
4/28/1999
NDO-0)ND(l-O)ND(i-O)NDO-0)NDO-0)ND(l-O)ND(l-O)ND(1.0)ND(10)NDOO)NDOO)NDOP)ND(1.0)ND(l-O)NDO-0)NDO-0)NDOO)ND(l-O)ND(l-O)NDO-0)NDO-0)ND(l-O)NDOO)NDO-0)ND(1.0)ND(t.O)ND(1.0)ND(l-O)ND(1.0)ND(10)ND(1.0)NDO-0)ND (1.0)
13
I
SeepNo.ilGYt-JH-0129/27/2001
NDO-0)NDO-0)NDO-0)ND(1-0)ND(1.0)ND(1.0)ND(1.0)ND (1.0)ND(10)ND(10)ND(10)
NDOO) U,UJND(1.0)NDO-0)ND(l-O).ND(l-O)ND(1.0)ND(l-O)ND(l-O)
4J2ND(1.0)ND(1.0)ND{1.0)NDO-0)NDO-0)ND(l-O)ND(l-O)ND(l-O)ND(l-O)ND(1.0)ND(l-O)ND(l.O)ND(l-O)
12J
Page 15 of 15
CKA3796(40)
Doepke-Holliday Landfill SiteJohnson County, Kansas
Photograph No.: 1Photographer: Jeff Hodge
Direction: North
Date: 07-25-2005
Time: 1121
Contract: EPA AES
EPA ID KSD980632301
Description: Photograph shows the site trailer and the western edge of the cap.
Photograph No.: 2Photographer: Jeff Hodge
Direction: East
Date: 07-25-2005
Time: 1124
Contract: EPA AES
EPAIDKSD980632301
OfvQr.rmHnn' Photograph jghnwfi.thf'i rpnfral nnrtinn nfthft Hrainage ravinp gravp.l stnr.fnilps tn <;niith nf ran.
Doepke-Holliday Landfill SiteJohnson County, Kansas
Photograph No.: 3Photographer: Jeff Hodge
Direction: Northeast
Date: 07-25-2005
Time: 1127
Contract: EPA AES
EPA ID KSD980632301
Description: Photograph shows the western branch of the drainage ravine.
Photograph No.: 4Photographer: Jeff Hodge
Direction: West
Date: 07-25-2005
Time: 1129
Contract: EPA AES
EPAIDKSD980632301
Description: Photograph shows the southwestern portion of the cap. Note the access road and barrier.
Doepke-Holliday Landfill SiteJohnson County, Kansas
Photograph No.: 5Photographer: Jeff Hodge
Direction: North
Date: 07-25-2005
Time: 1129
Contract: EPA AES
EPA ID KSD980632301
Description: Photograph shows the south central portion of the cap. Kansas River is in the background.
Photograph No.: 6Photographer: Jeff Hodge
Direction: East
Date: 07-25-2005
Time: 1130
Contract: EPA AES
EPA ID KSD980632301
Description: Photograph shows the southeastern portion of the cap. Note access road and barrier.
Doepke-Holliday Landfill SiteJohnson County, Kansas
Photograph No.: 7Photographer: Jeff Hodge
Direction: West
Date: 07-25-2005
Time: 1131
Contract: EPA AES
EPAIDKSD980632301
Description: Photograph shows the southwestern edge of the cap north of access road. Note the property boundary.
Photograph No.: 8Photographer: Jeff Hodge
Direction: South
Date: 07-25-2005
Time: 1131
Contract: EPA AES
EPA ID K.SD980632301
Description: Photograph shows the land (Overland Park Landfill property) directly south of the cap.
Doepke-Holliday Landfill SiteJohnson County, Kansas
Photograph No.: 9Photographer: Jeff Hodge
Direction: North
Date: 07-25-2005
Time: 1144
Contract: EPA AES
EPA ID KSD980632301
Description: Photograph shows monitoring well MW-7. Note monitoring well OW-lOa in the background.
Photograph No.: 10Photographer: Jeff Hodge
Direction: NA
Date: 07-25-2005
Time: 1145
Contract: EPA AES
EPA ID KSD980632301
Description: Photograph shows an animal burrow located between MW-7 and OW-lOa.
Doepke-Holliday Landfill SiteJohnson County, Kansas
Photograph No.: 11Photographer: Jeff Hodge
Direction: West
Date: 07-25-2005
Time: 1151
Contract: EPA AES
EPA1DKSD980632301
Description: Photograph shows the northwestern edge of the cap and erosion control measures implemented nearthe north central portion of the cap. Note gravel stockpiles in the background.
Photograph No.: 12Photographer: Jeff Hodge
Direction: East
Date: 07-25-2005
Time: 1151
Contract: EPA AES
EPA ID KSD980632301
Description: Photograph shows the northeastern edge of the cap. Note gravel at edge of the cap.
fcp,i'
L . .
Photograph No.: 13
Description: Photographthe south (treed area).
r
&*
•£x '
Photograph No.: 14
Description: Photograph
Doepke-HoJohnson
^ffiJ-•ffifcrafaitf^-.-i- .j' -'H^V • -^
r ' 'V •''".' • ' ' ( , , ' V-
Photographer: Jeff Hodge
Direction: South
shows the eastern edge of the c
liday Landfill SiteCounty, Kansas
^^^^^^^^^**^K-il--aiCa^7."^W r -:- 7i' 'T'jiiJfta
r
• . ' - * " • - - ' • . '-"•- ']. .". ^ °~-
' - ..-»> ', -:. ._' V •'- ''J'-, -• ._- , *_" ' ^ ' >, W:."V '" ' ^^
Date: 07-25-2005 Contract: EPA AES
Time: 1201 EPA ID KSD980632301
jp. Note the access road and the Overland Park Landfill to
1
.JL —
" * - • • j"., . • • . . - • i i . • " ' • . . • , • « •
-'' ' ' ' ' f w ' i " " - ^ " ' "
Photographer: Jeff Hodge
Direction: South
Date: 07-25-2005 Contract: EPA AES
Time: 1210 EPA ID KSD980632301
shows the drainage ravine in the central portion of the cap. Note gravel at edge of cap.
Doepke-Holliday Landfill SiteJohnson County, Kansas
Photograph No.: 15Photographer: Jeff Hodge
Direction: East
Date: 07-25-2005
Time: 1217
Contract: EPA AES
EPA ID KSD980632301
Description: Photograph shows the north central portioniof the cap.
Photograph No.: 16Photographer: Jeff Hodge
Direction: South
Date: 07-25-2005
Time: 1235
Contract: EPA AES
EPA ID K.SD980632301
Description: Photograph shows seep 11. Seep flows from the top of the rock outcrop.
Doepke-Holliday Landfill SiteJohnson County, Kansas
Photograph No.: 17Photographer: Jeff Hodge
Direction: West
Date: 07-25-2005
Time: 1240
Contract: EPA AES
EPA ID KSD980632301
Description: Photograph shows the road cut along the southern edge of Holliday Drive.
Photograph No.: 18Photographer: Jeff Hodge
Direction: Southeast
Date: 07-25-2005
Time: 1245
Contract: EPA AES
EPAIDKSD980632301
Description: Photograph shows seep 1 (between brown posts). Note drainage pipe in the background.
Johnson County Department of Records and Tax Administration Public Web Access Page 1 oft~~
Johnson County Department of Records ancC'I'axAdministration
Web Services Detailed Data Results
Instrument: 199606191205860 Book/Page: 4911 14 Display DocDocument Type: Affidavit Recorded: 6/19/1996Indebtedness: Remarks: Docld: 2608027 : ": '. Yrfy: Y2ndParty: SEC 6-12-24 (NW)-PART OF FRACTIONALAffiant-Signator: HANOI CAN DISPOSAL SERVICE INC-FKA/
ATHEY, JULIE K ATTORNEY /CRAFT FRIDKIN & RHYNE / DEFFENBAUGH INDUSTRIES INC
Legal Description: Q: NW, Sec: 6, Twp: 12, Rug: 24, Other: N 1640.83'(DEED 1640.46')Marginal; . ' . • ' -
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