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

40221032

... ......iiiiiiiiiiiiiiiiSUPER FUND RECORDS

I)U.S. ENVIRONMENTAL PROTECTION AGENCY

REGION VII

FINALSECOND FIVE-YEAR REVIEW REPORT

DOEPKE-HOLLIDAY SITEJOHNSON COUNTY, KANSAS

September 14, 2005



tFINAL

SECOND FIVE-YEAR REVIEW REPORTDOEPKE-HOLLIDAY SITE

JOHNSON COUNTY, KANSAS

U.S. Environmental Protection AgencyRegion VII

901 North 5th StreetKansas City, Kansas 66101



September 14, 2005

Approved by: .Date:

CecriMapiif M 7 T 1 IDirect*Superfunc

TABLE OF CONTENTS

Page

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

i

TABLE OF CONTENTS (continued)

Page

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

ii

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

iii

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

iv

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

v

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:

vii

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

viii

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.

ix

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.

1-1

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.

2-1



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.

2-2



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.

2-3



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.

2-4



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

2-5



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.


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.


May 20, 2004 CRA submitted Operation and Maintenance Inspection Report No. 27 (inspection conducted 4/20/2004)


October 15, 2004 CRA submitted Operation and Maintenance Inspection Report No. 28 (inspection conducted 10/13/2004)


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.

2-6

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.

3-1

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.

3-2

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.

3-3

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.

3-4

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

3-5

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

3-6

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.

3-7

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:

4-1

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

4-2

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.

4-3

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.

4-4

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.

5-1

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

6-1

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.

6-2

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.

6-3

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

6-4

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

6-6

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.)

6-7

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.

6-8

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


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^JHî1 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


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)

^âfaiND(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 jîS-%)' t ^^îU.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:


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


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)


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:


"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


Farley Formation Monitoring WellsDoepke-Holliday Landfill Site



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:


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


Failey Formation Monitoring WellsDoepke-Holliday Landfill Site



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---

_

------

-

—-------

_

------

-

_

-------

_

-------

—-------

_

-_

----

-

_

------

-

_

-------


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:


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-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-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


^Skttp-.;;j'Numbef^ •''."'•• ^ •<. ••', ' ?r;-^,^£/i-jfc'

1

23456891011

:V- ; : Kft vl£~n,, ':''';,: ftFldw^tes^4i6nî^îiiifiufe]i: 0- *$t:£$$?$gM>••' Aprilsi/"-(: ^-.fV'. "V

.-^Go/fits?'0.210.21NANF

<0.04<0.040.0420.32

<0.04NF

!f$£nfc??';&Jw»-4'.:T-2001

0.660.21NANFNFNFNF

0.09NFNF

;*", Aprilsf*;^^ ^-. r .\*~'J''.

;•• "•'.2jtKtl.,v-i;;r2.260.21NANF

0.140.160.070.250.02NF

.'" 5£pfc;"^J:**"i -*• - • •fir?' ff,1<C«'2001^ :

0.720.42NANFNFNF

0.090.21NFNF

•v'';-.JV^y"'1''=rr . -•*' — '~'l*<™j-**Z!

'> y2w)2ffî1.050.71NANF

<0.02a

<0.02a

<0.02m

0.99<0.02a

NF

^j^pril>i jrr-j1^ • .. . .• '

^..f_2003^ •0.16

<0.02'NANFNFNF

0.070.32NMNM

- 'Aprils!?•*- ••i*"-"*.'-' -_'.?..^jZQQ^^^

0.560.11NA

<0.02a

<0.02"<0.02a

0.210.44NMNM

Âp'riOf^1 '-<^'^: ^'^^tffKK**~^2005l^

0.19NFNA

<0.02a

<0.02a

<0.02a

0.040.08NMNM

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


' •••*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)

_

O)^^ oUuuUCocnnn^ouuuo+3 onnnn<g ZUUUU

^C n CfiriiiI OUUU0)o mnnfic i uuuuoO Cflll/lOUUU

'•:': '-i^^'Jv:.'*

;;,.? :|;tv Ax' ^. • :,k ' ,&| , _ _ - ^ ^

i;S{fe-r7^_/Sll llSil/

.l .1':1 '-- ^^^^^^ "•^ ' IIV^B— ^

n i i i i i i i

cs CN \. N. O- ^» ht ^Cv*^ Cv"^ Os C\ CN1^ C\ CY CS

CV-F Cv"^ Cv^ Cv^ Cv"^ Cv*^ Cv^ Cv^/^VJ rtVJ / NJ rt\J /^VJ rt\J oVJ /^\Jc\F P\^ <\V <\Y c& r\^ K\«^ A\Y

/ c# / / <$> / / /

Sample Date

-^-Xylene (total)-•— Ethylbenzene

Trend (Xylene)• - - Trend (Ethylbenzene)

JD)

CO

+JC0)oC0o

Figure 6.2MW-7 - Chlorobenzene

140 i

120 -

100 -

80 -

60 -

40

20 -

0 -

__^f— — — «• ••" ^~" ™™ ™y/\ /vy

i i i i

— •— ChlorobenzeneTrend

rvv p<0 rvJ fvJ <"v>^ PV>J

Sample Date

Figure 6.3OPL-2 - 1,2-DCA and Vinyl Chloride

r\r\

Co

nce

ntr

atio

n (

M9/

L)

won *

A7O. / \

/ Ifin / I/ I^n / I

/ I40 t / I •on \ I r~ ~~f u_ ^^>\ / 7 -V -on \ / \ / \

• \ I \ N.in \ / V/ >

\ J0 *~-~m • — •- — • • • •

H 1 — =- — " — i !—= n 1

<& <& & <& <& <&

Sample Date

— •— 1 ,2-Dichloroethane-*- Vinyl chloride--Trend(1,2DCA)

Figure 6.4OPL-5 - Benzene and 1,2-DCA

O)

Co«5CU

OOCoo

1,2-DichloroethaneBenzene

-Trend(1,2DCA)

& xON

^(V

Sample Date

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



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

APPENDIX A

Site Inspection Checklist

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

Interviewed at site at office by phone PhoneProblems, suggestions; Report attached

.

£na } ive.e_^- /f/ -yJ &£¥We 'bate '

no.

Tide Dateno.

D-7

OsWERNa. 93S5.7-Q3B-P

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

- /*/£> fiJg

Q .

TWe

U

yv\ i noy

AgencyContact


Title

Agency.Contact.


Tide

Date'

Date

Date

Phone

Contact

Name Title Un/> CAi/' /:13^ ^J^neProblems; suggestions; Report attached —

Phone no.

Phone no.

4. Other interviewi (optional) Report attached.

he—

(j. $?•

D-8

O.WER ,Vo. 9355.74JB-P

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

(IL ON-SITE DOCUMENTS &

O&M DocumentsO&M manualAs-built drawingsMaintenance logs

Remarks f^jl /ÔCU-rvvt0£fYC_e 9O( M,

RECORDS VERIFIED (Check all mat apply)

"^Readily available rÛp to date•Readily available ^Jkip to date*^Readily available lxU0todate

tr^v^ ^*^ r^* t<L 'G?(Sfte-SpedSc Health and Safety Plan ^XReadily available Up to date

Contingency plan/emergency response plan iXReadfly available Up to dateRemarks ^^f— c^xÔ\J€_

O&M and OSHA Training RecordsRemarks "^>^f— &&z2^>*~r*-^ — *-

Permttf and Service AgreementsAir discharge permitEffluent dischargeWaste disposal, POTWOther permits

t/Readily available Up to date""T -a-tL e-v--VD£3J--c|L^ 'cts-i^&^t-t

"

Readily available Up to dateReadily available Up to dateReadily available Up to dateReadQy available Up to date

N/AN/AN/A

^«Jc. / C>(

N/AN/A

N/AJLS.-.

H^/Af/N/A»^N/A

Gas Generation Records Readily available Up to date ^/N/ARemarks

Settlement Monument Records

Gronndwater Monitoring RecordsRemarks ^r fir f*)L.l. 1 Cc_

O^J

Leachate Extraction RecordsRemarks

Discharge Compliance RecordsAirWater (effluent)

DaOy Access/Security Logs • t-Remarks T)^J^vO<5€LLU- <^~ (

6

Readily available Up to date

//Readily available £^Jk)pto date

Readily available Up to date <

Readily available Up to dateReadily available Up to date

^ Readfly available Up to date•^ \ \~~£— 0 t-o VyO^ . \.\ rvv Vta

- r^ri$~jp^t- t-3.(4-lk-+~ îp£-' '

U^TA

N/A

^^N/A

3Si

N/A ,

<— <5jjv OM-

D-9

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





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 fÂO-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-^ Û_^ÔU^v-^L_,

^rvo^tAf t4v (LO-sfrfK^jd 0L*-4-0^ '^\\£\\ u_> &<_/— " A1 yÂ 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 î £_ 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

APPENDIX B

Site Maps and Tables Reproduced from Other Reports

FIGURES

'

!&>-•$m&

* AROENTINE MEMBERS ;t ^ !?W

&

f*J

0f00D0f --

0

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


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



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


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



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



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



03796-33(040)GN-WA002 JUN 03/2005

i.'.-.' '. -y \il:: *'t;t*i Vuwuuic*/

ttrf-l

*OS

1E«x

Date figure E.7



03796-33{040)GN..WA001 JUN 03/2005

TABLES

CUD

Well ID

CttU±2U±M

TABLE A.1

SUMMARY OF GROUNDWATER ELEVATIONSOCTOBER 1991 THROUGH APRIL 2005


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



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



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


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


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


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


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


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(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) 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:


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


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


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


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



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)


Parameter.


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


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


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


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


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


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)


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)


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


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


. 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


Page 6 of 15


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


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)


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


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


DOEPKE-HOILIDAY SUFBRFUND SITEJOHNSON CO'UNTY. KANSAS '

Page 8 of15


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


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


Bromomethane (Methyl Bromide)Carbon disulfide .Carbon tetradJorideChlorobenzeneChloroethane .Chloroform (Trichloromethane)Chloromethane (Methyl Chloride)cis-l,3-DichlaropropeneD3>romochlaromethaneEthylbenzeneMethylene chlorideStyreneTetrachloroeiheneToluenetrans-13-DichloropropeneTrichloroetheneVinyl chlorideXylene (total)

General Ouiliistrv


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


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



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


/•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)


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



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


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


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




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


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


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 (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)

APPENDIX C

Site Photographs

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.


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.



Direction: Northeast

Date: 07-25-2005

Time: 1127

Contract: EPA AES

EPA ID KSD980632301

Description: Photograph shows the western branch of the drainage ravine.


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.



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.


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.



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.


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.



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.


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.



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.


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.



Direction: East

Date: 07-25-2005

Time: 1217

Contract: EPA AES

EPA ID KSD980632301

Description: Photograph shows the north central portioniof the cap.


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.



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.


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.

APPENDIX D

Affidavit of Consent Decree

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; . ' . • ' -

Search Criteria: Find all documents where the ( (Last Name = 'HANOI CAN DISPOSAL SERVICE INC - FKA'Hand First Name = " ) )and Book = '4911' and Page = '14' . ". '. - .

MAIN MENU /1MPLE /EARCH ADVANCED /EARCH IN/IKUMEMT /EARCH HELP

Department of Records and Tax Administration Support' ' :na(S>locostm:ont

Developed By:

. Copyright G1997-2004 Document Technology Syaenu, Ltd.

http://recorder.jocogov.org/SimpleQuery.asp 7/29/2005

U.S. ENVIRONMENTAL PROTECTION AGENCY REGION VII FINAL ...

Documents

Transcript of U.S. ENVIRONMENTAL PROTECTION AGENCY REGION VII FINAL ...