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EPA Region 5 Records Ctr. 201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001

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Page 1: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

EPA Region 5 Records Ctr.

201010

FINAL REMEDIAL DESIGN

ORGANIC CHEMICALS, INC. SITE

Grandville, MI

September 7, 2001

Page 2: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

m t i i 11 Im I i I i i U Utnd L 'J • www.':nm plianccine.com

Environmental Engineering & Regulatory Consulting

FAX TRANSMITTAL

This FAX transmiaaion is addr«aaad to:

NAME: */£"?/4/////g/»73 ^g^^^ ) DATE:

COMPANY: /^,5. ^/^ FAX NO:

Pages Transmitted: /Q (Including This Cover Sheet)

Original to follow in the mail: Y«a / No

Nona/Instructions:

Sander:

if there are any questions or apparent problems pertaining to thia transmission, plaasatelephone sender as soon aa possible.

223 Lake Avenue • Ti-averae City, MI 496&4 7965 Kensington Coun, S ite A-2 • Brighton, MI 48116(231) 922-7400- Pox (231) 922-0360 (246) 437-4100 4 Fax (248) 486-9725

Page 3: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

ftpnt qy: Cnmpl •aroe , Tnr ;

ititlili i /III INC. www.wmplian.coinc.com

Environmental Engineering & Regulatory Consulting

September 27, 2002

Tom WilliamsU.S. EPA Regioa 577 West Jackson BoulevardChicago, IL 60604-3590

RE: Summary of September 2002 Soil Remediation - OrganicChemicals, Inc. Gnndville, Michigan

Dear Tom:

This letter is being submitted to summarize the re.r.pm (September 2002)jactivities at the Organic Chemicals, Inc. Superfund Site (OCI Site). The!completed under the direction of Compliance, Inc. on bcllitlf of TPl Petroleum, Inc. asoutlined in our August 14,2002 correspondence,

remediationactivities were

During the September remediation activities, approximately 1000 yard?material comprising a gray layer that was identified at the site were excaexcavated materials are currently stockpiled on the south side of the sitedisposed off-site at appropriate disposal facilities following the receipt o:characterization data aud disposal approval. It is anticipated that the off-

'f soil and/orrated. Theseuid will be'therite disposal will

begin in early October and will be completed by the end of the month.

The gray layer was excavated and removed from all, or portions of, the fallowing grids(see the attached figure for a summary of all soil remediation areas):

K10,J10,J12,K12,L15,L16,L17, O14, H14, AA12, and BB12.

Additionally, surface soils (generally from 0 to 2 feet below ground sur&fce) wereremoved from the following grids: [

t

I10,J10,KIO,I11,I12,G13,H13, iI13,G14,Hl47G15,H15,andH16. ;

The removal of the additional soil from the above listed grids was aasocia :ed wilhachieving the risk based cleanup goal for carcinogenic chemicals and was separate fromthe work to address the gray layer. Six post removal soil verification sam Jles werecollected from randomly selected locations in the soil removal grids listed above. Thesamples were collected per the methodology presented in the Final Desig4 Report. The

223 Lake Avenue • Traverse City, Ml 49684(231) 922-7400* Fax (231) 982-0380

7965 Kensington Court, Sbite A-2 • Brighton, MI 48116(248) 437-4100 4Fax (248) 456-9726

Page 4: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

fipnt Ry: rompl - anrf>, Tnr- ;

Mr. Tom William*September 2?, 2002

Page 2

samples (labeled SS-334 through SS-339; were collected on SeptembetU S. EPA's inspection of the site. These samples were submitted m So

13,2002 duringnthwest Labs of

Oklahoma tor analysis for the eleven chemicals of concern at the site. Jhe analyticalresults were received electronically on September 26, 2002,

j

The analytical results of the six j>oil verification samples have been add d to the databaseof RI/FS, Pre-Design and Verification Soil surface and near surface soil 5 samples Thisdatabase is presented on the on the attached table. As seen on this table with the additionof these analytical results, the total worker carcinogenic risk is 1 x 10"4 • vhkh meets theSOW specified carcinogenic risk remediation gual. Additionally, with t le addition ofthis data, the calculated sitewidc 95% UCL for lead in soils is 695 mg/k r. Thisconcentration is below the 900 mg/kg standard established for lead i

It is notable that all of the carcinogenic chemical concentrations in the soil databasepresented on Table I are below their respective Part 201 industrial site direct contact soilcriterion. i

All of the activities outlined above will be presented in greater detail in t final summaryreport that will be prepared following off-site disposal. Tf you nave any Questions in theinterim, please do not hesitate to call me.

Sincerely yours,implianw, Inc,

RossiSenior Project Manager

cc: Steve Nichols, TP1 Petroleum

Page 5: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm
Page 6: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

RyTABLE t

SUMMARY OF ANALYTICAL DATA FOR SURFACE AND NEAR SURFACE SOtAFTER SOIL REMEDIATION

OOSfTE

SAMPLESPeg* ' of 6

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74J 4.32014 4541M $13tt.7 4 15414 0031*70 742712 657204 5.3231« S 7811*0 ?uuMO 589J4.I T*20.2 3 234*2 614S7.t 4 OSt*.1 2 7640.1 3 71

*M 4484*2 6.1470* 668MM 689

912 6.821220 711III 420170 5191M 9122M 569ZS3 553616 64270* 668

800 64011* 4 7g304 57240* 6. "904.1 4,16«7.7 4 47210 • 3»200 5.30»7 5.821M 50821* 536401 889244 5842)0 548M.6 44824.8 3.17114 99712 2,48

114* 28071* 429M 2.141 2.06

112 472M 1 7R34.1 35319 1 366.2 i M7.* 2C1317 5 7U

••no**) hi

340 583360 589399 596360 594390 $97

12000 93933fi 9 »1360 589355 587360 $.69375 5 93345 684365 3.9C3950 6 281850 752190 £2539 3.90190 525

4000 94840 369

9500 8819900 90i7900 890S500 881•MO 907220 5306000 S 701*00 738Wftfi 1 B16000 87Q8000 8 706000 8706000 870MO 6878000 8706000 8706000 670550C 8 91140 4 »4

550C 6.616000 8.706000 8.7010000 9214400 6 4*

5000 8527400 89110000 921180 519

4490 a 4V175 5 '6185 * 72380 594175 5.1684 39990 406«1 411

600 6.40175 5 16175 5 16175 5.16

4100 6 411*00 73*

m »!*.)

340 583360 S3C130 467360 5942*0 556

1230C 939336 £01

360 589355 587360 5.89375 593343 964365 S 90

3950 6 28MO 652190 52$U JUW190 5.25

3200 80740 369

5600 6.61MOD 6514300 637SSOO S «1MOO 868220 5399000 8701000 6916600 8 6150CO 8703000 0709000 6709000 8704M O.H6000 8706000 8706000 8705500 661100 9 Ift

5500 8616000 8706000 6 7010000 9214850 8 49

3000 852MOO 9192*00 797180 519

4490 840179 5.16185 S 22380 6.94175 516175 5 164* 387t* 395600 640175 516175 516176 * 18

MOO a 10OO 627

*T£L 340 563MO 369120 479700 663390 597

12000 939994 aei360 589355 x *'360 569M 416345 5.84365 590WO »26

1850 752190 52539 386190 525

MOO 86340 369

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Page 7: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Ry rnrrnl •

TABLE 1SUMMARY OF ANALYTICAL DATA FOR SURFACE AMO NEAR 81WACE SO

AFTER SOIL REMEDIATIONocisrre

SAMPLES

' in

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BoJded vaN** ore actual d«t«ct*d eonocrtraDona Non-boldeJ values are one-flair me OetlCdon limit for non-de'Sd 0ata

Page 8: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

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TA8LC1 ISUMMARY OF ANALYTICAi. DATA FOR SURFACE ANO NEAR SURFACE SO«i SAMPLES

AFTER SOIL REMCDIATION ioctanE ;

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Page 9: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

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AFTER SOIL REMEDIATION <OCISITE

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Page 12: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

FINAL REMEDIAL DESIGNORGANIC CHEMICALS, INC. SITE

Grandville, MI

September 7, 2001

Prepared for:

TPI Petroleum, Inc.San Antonio, Texas

Prepared by:

Compliance, Inc.223 Lake Avenue

Traverse City, Michigan

Page 13: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

TABLE OF CONTENTS

PART I SUMMARY OF INDICATOR CHEMICAL CONCENTRATIONS FORTHE PURPOSES OF IDENTIFYING AREAS OF THE SITE REQUIRINGREMEDIATION

1.0 Background Information 11.1 U.S.EPA RI Soil Investigations 11.2 U.S. EPA Risk Assessment 21.3 Soil Cleanup Goal 21.4 Elimination of One or More Chemicals of Concern 3

2.0 Scope and Results of Pre-Design Soil Investigation 32.1 Pre-Design Lateral Definition Sample Locations 42.2 Pre-Design Vertical Definition Sampling Locations 42.3 Surface and Subsurface Sample Analyses 52.4 Summary of Pre-Design Sampling Analytical Results 6

3.0 Evaluation of Soil Sampling Data for the Identification of Soils Requiring Remediation 73.1 Combined RI and Pre-Design Soil Database 73.2 Subsurface Soil Sampling Data 83.3 Calculated Carcinogenic Risks and Carcinogenic Risk Reduction Evaluation 93.4 Lead 113.5 Comparison to Part 201 Industrial Site Soil Criterion 11

4.0 S ummary o f Remediation Area 12

PART H SOn. REMEDIATION PRELIMINARY DESIGN

1.0 Introduction 13

2.0 Proposed Removal Activities 132.1 Phase I Tasks - Site Preparation 13

2.1.1 Construction of Decon/Access Area 142.1.2 Silt Fence Installation 142.1.3 Debris Staging 142.1.4 Brush Removal 142.1.5 Establishment of Perimeter Air Monitoring Locations 15

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TABLE OF CONTENTS, cont'd

2.2 Phase II Tasks - Soil Excavation and Staging 152.2.1 Soil Excavation 152.2.2 Staging of Drummed Soils 162.2.3 Provisions for Dust Control 17

2.3 Stockpiled Soil Characterization 172.4 Off-site Transport of Soils 182.5 Verification Sampling 182.6 Initial Evaluation of Verification Sampling Data 192.7 Final Site Grading 19

3.0 Equipment Decontamination 20

4.0 Health and Safety 20

5.0 Preliminary Implementation Schedule 20

Tables and Figures - Part 1Figures - Part 2

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FINAL REMEDIAL DESIGN

Organic Chemicals, Inc. SiteGrandville, MI

On behalf of TPI Petroleum, Inc. (TPI), Compliance, Inc. has prepared this final design for soilremediation at the Organic Chemicals, Inc. (OCI)) Site in Grandville, Michigan. This reportpresents the rationale and protocols for soil remediation tasks for this site. The soil remediationthat is the subject of this report is being completed as a part of the CERCLA response actions forthis site. The work is being completed in accordance with the Consent Decree dated September28. 2000 and its associated Statement of Work (SOW) between TPI and the United StatesEnvironmental Protection Agency (U.S. EPA).

The OCI site is located at 3291 Chicago Drive. S.W. in Grandville. Michigan. During its periodof operation, OCI manufactured specialty industrial chemicals and pharmaceutical intermediates.OCI also operated a solvent recovery operation. The company operated from the late 1960s tothe early-1990s, prior to which the site was used as a bulk petroleum terminal and as a crude oilrefinery beginning in the late-193Os.

The OCI site has been the subject of various environmental investigations beginning first by theMichigan Department of Natural Resources (MDNR) in the mid-1970s and later under thedirection of U.S. EPA in accordance with the Comprehensive Environmental ResponseCompensation and Liability Act (CERCLA). The U.S. EPA investigation documented soilimpact at the OCI site that could pose a health threat to a future worker at this site.

This report is divided into two separate major parts. Part I presents an evaluation of the soil datacollected by U.S. EPA during their Remedial Investigations of the site and soil data collectedduring the Pre-Design soil investigations completed by Compliance. Inc. in May and August2001. The evaluation presented in Part I assesses potential risks associated with soil impactwithin the facility'. That evaluation identifies, from this risk assessment, the areas of the sitewhere soil remediation activities are required to meet the project goal.

Part II of this work plan presents the scope of work for addressing those soils identified forremediation. This part describes site preparation, soil excavation, and off-site disposal activities.Part 2 also describes the remediation activity monitoring and site health and safety procedures.The methodology for final soil verification sampling after the removal of soils is also outlined inPart 2.

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PARTI

SUMMARY OF INDICATOR CHEMICAL CONCENTRATIONSFOR THE PURPOSE OF DEFINING AREAS REQUIRING SOIL REMEDIATION

1.0 BACKGROUND INFORMATION

1.1 U.S. EPA RI Soils InvestigationsThe past investigations of the OCI site are generally summarized and presented in U.S. EPA'sPhase II Remedial Investigation (RI) report dated June 17, 1994. With regards, to surface andnear surface soils, the RI investigations collected over one hundred soil samples and subjectedthem to analysis for full scan VOCs, SVOCs, pesticides/PCBs and inorganics. A subset of thesesamples were also subjected to analysis for dioxins/furans.

Specific reasoning for the U.S. EPA's selection of each soil sampling location was not providedin the RI or in the Final RJ/FS Work Plan. General discussion presented in the RI indicates thatsampling was completed to determine the aerial extent of surficial soil contamination.Additional discussion in the RI also indicates that a bias towards visual or suspected areas ofimpact was used for some of the collected samples. Surface soil sampling was also moreconcentrated in and around the tank farms, storage areas, and site chemical handling buildings.

Given the bias used to select many of the sample locations and the greater frequency of samplingin areas known or suspected to be the location of past releases, it is believed that the databasegenerated by the RI sampling was not likely to underestimate the typical site chemicalconcentrations to which a future worker could be potentially exposed. This database was used byTPI as the initial basis for assessing site risks and for determining where to focus the Pre-Designsampling completed in May 2001.

As specified in Section 2.2.1 of the U.S. EPA RI. surface soil samples collected by U.S. EPA'scontractor at the site were collected from the two to six inch depth interval. This depth intervalwas generally characterized as a sandy gravel. The samples were collected by hand tools ordirectly by hand. Approximately 84% of the site soil data used in U.S. EPA's risk evaluation ofon-site soils was collected from these depths. A smaller subset of the data used by U.S. EPA toassess risks to soils exposures was collected from depths below the surface (two to ten feet belowground surface (BGS). The subsurface soil samples were reported as being collected using athree-inch diameter ring lined sampler. The inclusion of a limited number of soil samplesfrom the two to ten foot depth interval recognizes that a portion of a future worker's soilexposure would likely come from soils below the site surface. The number of soil samplescollected from subsurface depths and used in the site risk evaluation was small relative tothe total number of site soil samples used to assess future worker exposures (approximately20 samples out of a total of over 150 samples).

Page 1

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1.2 U.S. EPA RI Risk AssessmentThe chemicals detected in the surface soils during the U.S. EPA RI were subjected to a riskassessment completed according to U.S. EPA's Risk Assessment Guidance for Superfund(RAGS). The Phase II RI risk assessment identified twelve chemicals of concern thatrepresented a majority of the calculated site health risks. Eleven of the chemicals of concern areknown or suspected human carcinogens and these chemicals accounted for over 95% of the totalsite carcinoeenic risk. The twelve chemicals of concern are listed below:

BerylliumChromium (VI)LeadBis(2-ethylhexyl)phthalateBenzo(a)anthraceneBenzo(a)pyreneBenzo(b)fluoranmeneDibenzo(a,h)anthraceneIndeno( 1,2,3-cd)pyreneAroclor-1248DieldrinDioxins/Furans (2,3,7.8-TCDD Equivalents)

The Phase II RI identified the carcinogenic risks to future site workers associated with thesechemicals in soils to be 2.8 x 10"4. Because the carcinogenic risks were determined to be outsideof U.S. EPA's target carcinogenic risk range (1 x 10"6 to 1 x 10"4) and because elevated leadconcentrations were present, an evaluation of potential soil remedies was undertaken.

1.3 Soil Cleanup GoalAs specified in the SOW and Consent Decree for this site, the goal for the soil remediation is toexcavate and dispose off-site, or treat and retain on-site. contaminated soil and debris until thesite wide soils meet the 1 x 10"4 excess cancer risk required by the ROD. The stated remediationgoal also includes a demonstration that a cleanup standard for lead in soils of 900,000 ug/kg isachieved at this site in accordance with the MDEQ Guidance Document "Verification of SoilRemediation" April 1994, Revision 1.

The risk assessment methodology used to determine that the soil remediation goal forcarcinogenic chemicals is achieved is the methodology used by U.S.EPA in the Phase II RI. Thismethod is in accordance with U.S. EPA's Risk Assessment Guidance for Superfund (RAGS). Asevidenced in the Phase II RI and in accordance with RAGS, the calculated carcinogenic riskattributable to any individual chemical in soils at the OCI Site is directly proportionate to thecalculated exposure concentration for that chemical. The carcinogenic risk for an individualchemical after soil remediation (CR^), can be determined by the following formula:

Paee2

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CRAR = CRBR *where:

CRfiR = Carcinogenic risk before remediation (unitless)£CAR = Exposure concentration after soil remediation (ug/kg or mg/kg)ECeR = Exposure concentration before soil remediation (ug/kg or mg/kg)

Per the Phase II RI and RAGs, the exposure concentration is the 95% upper confidence limit of the mean(95% UCL) concentration.

The total carcinogenic risks attributable to the eleven chemicals of concern following soilremediation is the sum of the individual risks for each chemical (the sum of the CRAR'S)determined as above. The estimated individual and chemical risks and risk reduction presentedlater in this report are determined from this methodology.

It is noted that the U.S.EPA RAGS-based risk assessment process used for this site differs fromthat used by MDEQ to determine Part 201 generic industrial site soil criterion. The process usedby U.S. EPA applies exposure factors that result in more conservative (lower) cleanup criteria forcarcinogenic chemicals than would be determined using Part 201 generic industrial site soilcriterion. Further discussion of the greater protectiveness of the approach being used for this siteversus the use of MDEQ soil criteria is presented in Section 3.5 of this Part.

1.4 Elimination of One or More Chemicals of ConcernAs specified in the SOW, during the Pre-Design investigation, the chemicals of concern wereevaluated for potential elimination from the risk assessment for this site if they met any of thefollowing criteria: 1) if it could be determined that the chemical no longer exhibits intrinsictoxicological properties, 2) if it could be determined that the chemical is no longer present inlarge quantities, or 3) if it could be determined that the chemical is not presently in or potentiallygoing to move into critical exposure pathways (e.g. direct human contact or ingestion). The pre-design soil sampling was used to generate data sufficient to support a conclusion that chromium,which, for risk assessment purposes, was assumed to be present as chromium VI, was not presentin this more toxic valence state. Therefore, chromium VI was eliminated from the riskassessment based on its relative absence. A specific discussion of the sampling completed tomake this demonstration is presented in Section 2.4 of this Part.

2.0 SCOPE AND RESULTS OF PRE-DESIGN SOIL INVESTIGATION

The pre-design soil investigation was completed to provide both additional data needed to definethe lateral extent of soils requiring remediation and to determine whether the U.S. EPAFeasibility Study (FS) assumed two foot depth of soil removal would be adequate to reduce sitesoil exposure risks. To accomplish this, both lateral and vertical definition soil samples werecollected during the pre-design investigation. A discussion of the pre-design sampling locationsand results is presented in the remainder of this section.

Page3

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2.1 Pre-Design Lateral Definition Sample LocationsThe lateral definition soil samples were collected from the locations numbered SS-200 to SS-261and SS-278 to SS-287 as presented on Figure 1. The lateral definition sample locations includedsamples from locations that adjoin areas initially identified for potential remediation using theU.S. EPA RI data. Additional lateral definition samples were also collected from severallocations identified by the MDEQ as areas of the site requiring additional sampling tosupplement the site database.

Soil samples were collected according to the soil sampling procedure specified in the QAPP forthis site, which also, per U.S. EPA Region 5 guidance, is serving as the Sampling and AnalysisPlan for this project. Specific sample collection methodologies are discussed in section B.2 ofthe QAPP and in the Standard Operating Procedures (SOPs) presented in Appendix C of theQAPP. One duplicate sample was included for every group often or less soil samples collected.

All of the lateral definition samples were collected as non-composited surface soil samples fromthe 0 to 6 inch depth interval. In general, the samples were collected using a stainless steel handtrowel from an area of lateral dimensions sufficient to provide enough soil to fill all sampling jars(including any requested MDEQ/U.S. EPA split samples). The samples were first collected intostainless steel bowls, mixed and then placed into sampling jars following exclusion of stones andvegetative material. In a few instances, sampling was limited to less than six inches bysubsurface obstructions. In those cases, the soils were collected over the sampling interval thatcould be achieved generally no less than zero to four inches.

As seen on Figure 1. the combination of all RI and pre-design soil sample points provides lateralcoverage of the entire site. The sampling locations were generally spatially distributedthroughout all areas of the site. A greater frequency of sampling is" observed in and around areasearmarked for remediation. As with the original U.S. EPA soil sampling, this greater samplingfrequency in and around suspected/known areas of greater impact is believed to bias the siteaverage chemical concentrations upward. The subsequent risk evaluations completed using thisdata are believed to produce conservative estimates of potential human health risks.

2.2 Pre-Design Vertical Definition Sampling LocationsThe pre-design vertical definition samples were collected from eighteen locations at the site. Allsixteen of the locations were within areas initially identified for soil remediation based on theU.S. EPA RI data. These sample locations, labeled SB262 to SB-277 and SB-288 and SB-289,are shown on Figure 1. The samples locations included at least one from each discrete areainitially identified for remediation (two from the larger area between the north tank farm and thedrum storage area).

The subsurface soil sample locations were selected because they are in the areas initiallyidentified for soil remediation (where the depth of removal must be determined) and because they

Page 4

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represent the areas of the site identified in the RI sampling as having the greatest surficial soilimpact. These areas were believed to be areas with the greatest potential for vertical migration ofcontaminants. As a part of the investigation design, the 2.0 to 2.5 foot sample was selected totest the FS assumption that the impacted areas of the site will require remediation to the two footdepth. The second sample collected in each boring (nominally from 4.0 to 4.5 foot) was collectedto provide additional data, should the shallower sample show the presence of chemicals thatrequire remediation.

The vertical definition sampling was designed to collected non-composited grab samples fromthe 2.0 to 2.5 foot and the 4.0 to 4.5 foot depth intervals. The sampling was generallyaccomplished using a GeoProbe. Hand auger techniques were initially attempted but provedunsuccessful due to the gravel content of the surface soils. However, in a few locations, theGeoProbe sampling was supplemented by hand auguring. Prior to GeoProbing through thesurface soils, an approximately two foot by two foot wide hole, about 1.5 feet deep was hand dugin the sampling locations. This initial hole was completed to remove surface materials that mightpose a carry down threat using the prescribed subsurface sampling equipment. Soil samples werethen generally collected using a five feet long, two-inch ID macrocore sampler. The sampler wasdriven down to five foot bgs. Multiple samplers (up to three) were driven at each location toproduce enough soil sample for the required laboratory analysis from the selected depth intervalsat each location.

Samples were collected from the recovered core and segregated into an approximate 2 to 2.5interval sample (labeled with the suffix ''B") and an approximate 4 to 4.5 foot sample (labeledwith the suffix "C"). The actual sampling interval is considered approximate because, due to thenature of the subsurface soils, 100% recovery was not achieved in each sample core. Table 5lists the sample methods, sampler recovery and depth intervals used for the B and C samples. Asnoted on Table 5, at four locations, sample recovery was limited such that only a single intervalwas subjected to laboratory analysis. At these locations, the sample was given the B suffix butcan not be more specifically characterized than as being a likely composite over the 2.0 to 4.5foot depth interval. Likewise, in sample locations where recovery was less than 100%, the B andC samples should be considered to represent approximations of the nominal depth intervals (2.0to 2.5 and 4.0 to 4.5). Those samples collected by hand auger, were collected from theprescribed depth intervals.

2.3 Surface and Subsurface Soil Sample AnalysesA majority of the soil samples were analyzed for ten of the twelve indicator chemicals includingthe five PNAs, lead, beryllium, BEHP, dieldrin and Aroclor 1248. A smaller subset of thesamples were analyzed for chromium VI and dioxins/furans. Several samples were also selectedfor either lead or Aroclor 1248 sampling alone.

The analytical methodologies used are listed below.

Page 5

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Laboratory ParameterBerylliumChromium (VI)LeadBis(2-ethylhexyl)phthalateB enzo( a )anthrac eneBenzo(a)pyreneBenzo(b )fluorantheneDibenzo(a,h)anthraceneIndeno( l,2.3-cd)pyreneAroclor- 124 8

DieldrinDioxins/Furans (2,3,7,8-TCDDEquivalents)

MatrixSoilSoilSoilSoilSoilSoilSoilSoilSoilSoilSoilSoil

Method NumberSW8466010BSW8466010BSW8466010BSW846 8270CSW846 8270CSW846 8270CSW846 8270CSW846 8270CSW846 8270CSW846 8082SW8468081ASW846/8290, High Resolution Method

LaboratorySWLOSWLOSWLOSWLOSWLOSWLOSWLOSWLOSWLOSWLO

SWLOSWLO

Detailed SOPs for each of the analytical methods were presented in Appendix A of the QAPP.

2.4 Summary of Pre-Design Sampling Analytical ResultsThe sample result data sheets for all pre-design samples are presented in Appendix A. The datavalidation report for these samples is included as Appendix B. The results of the sampling areevaluated in detail for risk assessment purposes in Section 3.0 of this Part.

Notable aspects of the sampling analytical results include:

• Chromium VI was either not detected or detected at concentrations below 1 mg/kg in allof the soil samples collected in the pre-design sampling. These concentrations were over1.000 times lower than the highest concentrations of total chromium and over 100 timeslower than the 95% UCL concentrations for total chromium presented in the RI. As such,any potential risks associated with the presence of Chromium VI at the site are 2 to 3orders of magnitude lower than the presumed 1.4 x 10"5 risk level presented in the RI riskassessment. This would correspond to less than or equal to 1 x 10"7 cancer risk. For thisreason, chromium is not included further in the site risk evaluations.

• With the exception of lead in one location, the subsurface B samples (nominally from the2.0 to 2.5 foot interval) were as a whole significantly lower in indicator chemicalconcentrations than the corresponding surface soil samples collected in the RI sampling.These data support the conclusion that a 2.0 feet excavation depth is sufficient to producethe desired risk reduction over most of the site.

• The above conclusion is further supported by the fact that the subsurface C samples(nominally from the 4.0 to 4.5 foot interval) also had substantially lower indicatorchemical concentrations. In only one instance, was a target analyte found in a C labeledsample at a concentration that would require soil remediation.

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The two noted exceptions to the above findings concerning subsurface depths were:

1) The presence of lead in the SB-263B sample at 12,500 mg/kg. The C sample at thislocation showed a substantially lower lead concentration of 51 mg/kg. That data suggeststhat any soil removal in this location would need to extend to approximately 3 to 3.5 feet.

2) The presence of Aroclor 1248 in the SB267C sample at 60.000 ug/kg. At this location,the surface soil and the B depth interval samples showed substantially lower levels ofAroclor impact. At the four foot depth interval, the soils had an organic chemical odor(this was the only location out of the sixteen subsurface soil sample locations wherevisual/olfactory evidence of impact below 2.0 feet was observed). This location is near/inthe former seepage lagoon area. The impact identified is believed to be residual from thatsite feature.

Noting that additional characterization is necessary in the areas surrounding SB-267C, the Pre-Design data is considered sufficient to conclude that the two foot depth interval for remediationwill adequately reduce site risks. The only location where the B/C samples suggest potential forhigher impact at depth is in the sample collected from an area of the site where subsurface impactwas the result of a previous^ known site feature which by design would cause subsurface impact(the former seepage lagoon). The pre-design investigation did not suggest that other subsurfaceareas of the site show a similar potential for increasing chemical concentrations with depth.Based on these findings, no additional deeper investigation (with the exception of the seepagelagoon) is considered necessary.

3.0 EVALUATION OF ALL SOIL SAMPLING DATA FOR THE IDENTIFICATIONOF SOILS REQUnUNG REMEDIATION

3.1 Combined RI and Pre-Design Soil DatabaseTable 2 lists the entire site surface soil database which is a combination of the 106 surface andnear surface soil samples used by U.S.EPA in the initial site Risk Assessment (as presented onTable 6-2 of the Phase II RI Report) and the 71 pre-design surface soil samples collected byCompliance, Inc. Data presented in this data base is for the ten remaining chemicals of concernidentified in the RI except dioxins/furans. Data for dioxins/furans, used to determine the 2,3.7.8-TCDD equivalency for each dioxin/furan sample is summarized in detail on Table 3. Thelocations from which the samples were collected are presented on Figure 1.

The concentration entered into the database presented as Table 1 is the actual detectedconcentration when the chemical was identified as present. If the chemical was not detected, aconcentration equal to one-half the reported detection limit for that sample was entered. Thisinterpretation of the data follows that used by U.S. EPA in the RI and that recommended inRAGS.

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It is notable that for several of the target analytes (primarily PNAs), a substantial number ofsample points from the RI and some from the pre-design sampling were reported as non-detectbut had elevated detection limits. Elevated detection limits introduce uncertainty into anassessment of site risks and the identification of locations of the site requiring remediation. Theconvention used by U.S. EPA and the convention followed in this Work Plan (to assume that achemical reported as non-detect was present at a concentration equal to one half the detectionlimit) is a conservative means of accounting for this uncertainty. This convention mayoverestimate the risks posed by several chemicals at the OCI Site. As an example, as seen onTable 1. for several of the PNAs, a majority of the highest chemical concentrations assumed to bepresent are actually from non-detect samples where half of the reported elevated detection limit isused.

The uncertainty associated with elevated detection limits is lessened by the fact that thechemicals primarily affected by elevated detection limits contribute a relatively small percentageto the overall site risks. Specifically, PNAs and BEHP were the chemicals most often reportedwith elevated detection limits but these chemicals contributed only about 12% to U.S. EPA'scalculated overall carcinogenic risks for the worker scenario. Chemicals contributing higherpercentages to the site risks (e.g., Aroclor 1248, dieldrin and TCDDs/TCDFs) have data sets thatwere generally not affected by non-detect data with elevated detection limits. Additionally, thedata set for lead, handled as a non-carcinogen, was not affected by elevated detection limits.

3.2 Subsurface Soil Sampling DataData for the 32 subsurface soil samples collected during the pre-design investigation are alsopresented on Tables 2 and 3. This data is used to determine the appropriate depth of remediationfor the proposed remedy. As seen on Table 2, with relatively few exceptions, the subsurface datais substantially lower in maximum and average indicator chemical concentrations than thesurface soil data base.

With the exception of lead at the SB-263B, the B labeled samples for all of the analytes aregenerally significantly lower in chemical concentration than the surface soil samples. Thisincludes the Aroclor 1248 concentration in SB-266B, which while higher. 40,000 mg/kg, issignificantly lower than the surface soil concentrations in this location. 74.000 identified in SS-81). With the exception of the sample at SB-263B and SB-266B. the data supports theconclusion that remediation to no deeper than the two foot depth interval is required at this site(in the SB-263 and SB-266 locations, the C sample interval suggests that a removal ofapproximately 3 feet may be warranted).

The deepest samples collected (those labeled C) were also seen to have generally lowerconcentrations than the B labeled samples. With the exception of the SB-267C sample, the datadoes not suggest that soil removal below 2.0/3.0 feet is warranted. It also did not produce datathat would suggest that depths greater than 4.5 feet require further characterization. Theexception to this finding, the Aroclor 1248 concentration in the SB-267-C sample, will requireadditional soil characterization prior to remedy implementation in the area of that sample.

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Excluding the lead concentration in SB-263B and the Aroclor 1248 concentration in SB-266B,the average concentration of all of the target analytes in the B labeled samples collected in May2001 (SB-262 to SB-277) presented on Table 2 is used as the assumed post-remediation soilconcentration in the statistical evaluations presented in Section 3.3 below. While using this dataas the assumed post remediation sample concentration for design purposes, it is reiterated thatthis subsurface data will be supplemented with actual post removal verification sample collectionand analysis. A discussion of that sampling is presented in Section 2.5 of Part 2 of this report.

3.3 Calculated Carcinogenic Risks and Carcinogenic Risk Reduction EvaluationIn the Phase II RI, the total carcinogenic risks to on-site workers associated with exposure tochemicals in soil was determined to be 2.8 x 10"*. This risk level exceeds the acceptablecarcinogenic risk goal of 1 x 10"4 by approximately a factor of three. In order to meet the 1 x 10"4

carcinogenic risk remediation goal for this site, a sufficient quantity of the more highly impactedsoils must be remediated until the remaining soils exhibit a carcinogenic risk of 1 x 10"4 or less.The methodology for identifying which soils require remediation to meet this goal is presentedbelow.

In accordance with the SOW, risks from potential future chemical exposures are calculated on asite wide basis assuming future industrial use of the site. To support the use of the site wideassessment, the deed restriction to be emplaced on the site will prevent future uses other thanindustrial, and will prevent any subdivision of the site. The latter restriction eliminates thepossibility that a smaller parcel may be separated from the entire site and any subsequent need topredict and evaluate potential exposures based on possible smaller site subdivisions.

Consistent with the Feasibility Study/ROD approach. Figure 2 presents a gridded layout of theOCI site. On Figure 2, the site has been divided into approximately 500, 25 foot by 25 foot grids.This grid system was set up to identify locations of soil for which the analytical data indicatesremediation is or is not necessary. The 25 by 25 foot grid system was established for efficientremedial design and is not correlated with grid systems that would-be set for verification of soilremediation (VSR). It is noted that, after site remediation is completed, soil sampling in theremediated areas will be completed according to the work plan (see Section 2.5 of Part 2 of thisFinal Remedial Design).

Also consistent with the FS approach, as depicted on Figure 2, a number of the grids are shadedto indicate grids where removal/remediation of soils will reduce the cumulative carcinogenic riskfor the on-site soils to below 1 x 10~* for the future worker exposure scenario. The locationsidentified for removal generally correspond with grids containing soil samples with the highestconcentrations of the carcinogenic indicator chemicals (as presented on Table 2 and 3).

In order to assess the reduction in risks that will be achieved by remediating a particular grid, asshown on Table 4 the RI and pre-design determined chemical concentrations for the sample fromthat grid were replaced with concentrations that are assumed to be present in the remediated areaafter soil removal. The concentrations assumed to be present are the average concentrationsfound in the selected subsurface B samples as discussed in Section 3.2. For instance, sample SS-

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93 has a higher Aroclor 1248 concentration (32,000 ug/kg) and, therefore, contributes relativelymore to site risks. This area of the site (Grid VI6) was, therefore, selected to be remediated tohelp achieve the risk reduction goal. Assuming that this grid is remediated, a concentration of1,500 ug/kg for Aroclor 1248 (the average of all subsurface B samples, excluding SB-266B) isused as a presumed post remediation concentration. This concentration is then entered in naturallog-transformed form into Table 4. (The natural log transformed data was used to calculate sitewide 95% UCL concentrations for ten of the remaining eleven chemicals of concern in the PhaseII RI. Consistent with the RI, normal (untransformed) data was used to calculate the 95% UCLconcentration for dioxins/furans).

It is noted that the actual chemical concentrations following remediation will be supplementedwith VSR sampling to be completed after the remediation. The following table lists the averageconcentration of each chemical of concern in the B subsurface samples. This Final Designassumes that these concentrations are in the remediated locations following removal (the logtransformation of that concentration is entered in Table 4 as the concentrations in these locationsfollowing remediation):

Soil Analyte

Beryllium (mg/kg)Lead (mg/kg)Bis(2-ethylhexyl)phthalate (ug/kg)Benzo(a)anthracene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a.h)anthracene (ug/kg)lndeno(l,2.3-cd)pyrene (ug/kg)Aroclor-1248 (ug/kg)Dieldrin (ug'kg)Dioxins.Furans (2,3,7,8-TCDDEquivalents) (ug/kg)

Average Concentration inSubsurface "B" Samples

(ug/kg)0.21213*6780397471488486482

1480**

Ln of AssumedConcentration

-1.565.368.826.006.156.196.196.187.30

13.4 .. 2.600.04 Not applicable, normal data

used for 95% UCL

* Average for lead does not include SB-263B sample.** Average for Aroclor 1248 does not include SB-266B sample.

Table 4 shows the database used to re-calculate the carcinogenic risks following the plannedremediation of soils in the grids marked on Figure 2. Those samples that are shaded on Table 4are the samples from locations to be remediated. Using the data presented on Table 4. it isdetermined that remediation of the indicated locations on the site will reduce the carcinogenicrisks for each of the indicator chemicals and for the site as a whole as follows.

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Soil Analyte

BerylliumBis(2-ethylhexyl)phthalateBenzo(a)anthraceneBenzo(a)pyreneBenzo(b)fluorantheneDibenzo(a,h)anthraceneIndeno( 1 ,2,3-cd)pyreneAroclor- 1248Dieldrin

Dioxins/Furans

Total Carcinogenic Risk

U.S. EPA DeterminedCarcinogenic Risk

Prior to Remediation7.1 x 1Q-6

1.3 x 10°1.3.x 1Q-6

1.1 x 10°1.5 x lO'6

9.1 x IQ-"1.1 x 10'"1.4x 10"4

2. O x 10°

5.5 x 10°

2.8 x KT4

Calculated Carcinogenic RiskAfter Proposed Remediation

5.2 x 10'6

5.8 x \Q-"3.3 x 10"2.8x 10^3.8x lO"2.3 x lO'0

2.7 x 10"3. O x !0'5

8.6.x 10'6

2.5.x 10°

8.2 x 1(TS

It is noted that because there are ten carcinogenic chemicals of concern and because of theirvarying locations of greatest concentration, there are a number of ways to remove/remediate soilsto achieve the carcinogenic risk reduction goal. In general, the locations selected for remediationthat are shown on Figure 2 were: 1) selected to address the soils with the highest concentrationsof the chemicals contributing most to the overall site carcinogenic risk (e.g., Aroclor 1248); and2) selected for remediation from grids that are proximate to each other, to focus the remediationto specific areas, as best possible.

3.4 LeadAs shown on Table 4, the removal/remediation required to achieve the carcinogenic risk goal of1x10"* leads to a calculated site wide 95% UCL concentration for lead of approximately 580mg/kg. This is well below the 900 mg/kg remediation goal established in the ConsentDecree/SOW for this site. Therefore, no additional remediation of the site soils for lead (aboveand beyond that required for the carcinogenic chemicals) is warranted.

3.5 Comparison to Part 201 Industrial Site Soil CriterionAs mentioned above, the U.S. EPA RI risk assessment process differs from the process used todetermine Michigan Part 201 generic industrial site soil criterion. The differences, mainly in theexposure assumptions used in the assessment of risks, are such that the U.S. EPA-based approachresults in more conservative cleanup goals than that would be required to comply with MichiganPart 201 alone. A comparison of the Part 201 criterion to the calculated 95% UCLconcentrations and maximum concentrations after the remediation proposed above is completedis presented below.

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Soil Analyte

BervlliumLeadBis(2-ethv Ihexy DphthalateBenzol a )anthraceneBenzo(a)pyreneBenzo(b)fluorantheneDibenzo( a,h )anthraceneIndeno( 1 ,2.3-cd)pyreneAroclor- 1248Dieldrin

Dioxins, Furans

95% UCL ConcentrationAfter Remediation

(ug/kg)

500609,00022,7002380

Maximum RemainingConcentration

(ug/kg)

3,100 _2,320,000

190.0008,650

2220 9,8002690178019704890

25

0 .118

10.0002,3007,30011,000220

0.30

Part 201 Industrial SiteDHC Soil Criterion

(ug/kg)3,100,000900,000

10.000,000100,00010,000100,00010,000

100,00020,0006,4000.99

As seen on the above table, all of the calculated 95% UCL concentrations after the proposedremediation would be well below their respective Part 201 industrial site soil criterion.

Furthermore, in only one case (for lead) is the maximum remaining concentration of anytarget analyte in any sample above the Part 201 industrial site soil criterion. Theexcursions above the lead criterion (mainly in samples from the northwest corner of thesite), while the 95% UCL remains well below the criterion, are not significant because:

• The extent of the exceedences are small. The maximum remaining leadconcentration exceeds its Part 201 soil criterion by less than a factor of three, and

• The 95% UCL concentration for lead in a smaller (2-acre) exposure unit that wouldinclude the entire northwest portion of the site with the higher lead concentrations is818,000 ug/kg. This concentration is below the MDEQ's 900,000 ug/kg industrialsite lead criterion (see Appendix D).

5.0 Summary of Remediation AreaFigure 2 outlines the areas of the site that contain samples that have been identified for soilremediation. Areas marked for remediation are those outlined in red. These areas contain one ormore of the samples selected for remediation in Section 4.0 (Table 4). Some areas proximate orbetween grids with the selected samples are also selected for remediation.

The remediation areas include most of the soil between the main building complex in the centerof the site, soils south of the North and South Chemical Buildings between the buildings and thesite fence, and an area of the site north of the Administration building/Aeration Tank.

The outlined area of remediation includes approximately 53 of the 25 x 25 foot grids. Theestimated in place volume of soil in each grid at a two foot removal depth (the depth of removalacross most of the site) would be approximately 46.3 yards. The estimated total in place volumeof soil requiring remediation, accounting for an excavation slightly deeper than two feet in a fewlocations is about 2.500 vards.

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PART II

SOIL REMEDIATION FINAL DESIGN

1.0 INTRODUCTION

As presented in Part 1, the amount of soil currently identified for remediation at the OCI Site isapproximately 2,500 yards. Per the SOW for this work, TPI has determined that this represents avolume where off-site disposal will be the predominant means of soil remediation. At thisvolume of soil, off-site disposal has been determined by TPI to be as cost effective as othermeans of remediating site soils. Off-site removal has also been determined to have equal orgreater long term effectiveness and permanence as other remedies that could be employed.Because soils are not treated on-site prior to disposal, off-site disposal does not reduce thetoxicity or mobility of the soil materials. However, the mobility of contaminants from the soilsis limited given the nature of the chemicals of concern. Mobility would be effectively controlledby disposal in a secure, regulated off-site disposal facility.

In comparison to other potential remedies (e.g., solidification and on-site disposal of materials),the off-site disposal remedy has several significant advantages for promoting future industrial re-use of the site. One such advantage is that it does not leave material on-site that would requireongoing post remediation monitoring and cover maintenance. More importantly, it also does notcreate an area of the site that would be of potential limited future use for the construction ofbuildings.

Based on the above conclusions, this part of the design report presents those methodologies to beused for excavating, staging and off-site transport and disposal of the soil identified forremediation in Part 1. In presenting this plan, it is noted that certain aspects of the soil removalactivities will require coordination with, and the approval of, the selected off-site disposalfacility. Such coordination may require alterations/additions to the activities described herein.Such adjustments are not expected to significantly affect the general scope of work, however, ifsubstantial alterations are warranted they will be noted as addenda to this Remedial Design. AnyRemedial Design addenda will be submitted to the U.S. EPA for their approval prior toimplementation.

2.0 PROPOSED REMOVAL ACTIVITIES

2.1 Phase I Tasks - Site PreparationDuring Phase I. the site will be prepared for the soil removal activities. Specific steps to becompleted during this phase of work include the following.

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2.1.1 Construction of Decon/Access AreaA decontamination/access area will be constructed inside the site fence north of the sitegate (see Figure 1). All personnel and equipment entering and exiting the site will berequired to pass through this area for decontamination and/or inspection. Site workerswill be required to park personal vehicles outside the site fenced area or within a definedparking area south of the Decon/Access area. Site workers and oversight personnel willbe required to verify current health and safety training prior to entering the Decon/Accessarea or the active work areas of the site. The Decon/Access area will be marked by aperimeter orange plastic snow fence (3 feet in height).

All contaminated site materials being stored for off-site disposal will be drummed andmaintained within the Decon/Access area.

It is noted that vehicle inspection and any necessary vehicle cleaning/decontaminationprior to site exit will be completed in the northern portion of the Decon/Access area. Thisarea is the southern most area of the site currently identified for remediation (Grids AA13 and BB13 as seen on Figure 1). These grids will be the last site grids that will besubject to soil removal.

2.1.2 Silt Fence InstallationTo prevent potential transport via precipitation runoff of materials disturbed by the soilexcavation, silt fencing will be placed in the area indicated in Figure 1. These areasrepresent the topographic lows in the designated work area. These areas include thewestern and northern boundaries of the proposed excavation areas. This will requireapproximately 800 linear feet of silt fencing. Silt fencing will be in place prior to anyearth movement at the site and will remain in place until all site remediation activities aredetermined to be complete.

2.1.3 Debris StagingCurrently, building and equipment debris is present in several of the proposedremediation areas. This debris will be removed from the areas of the site requiring soilremoval and along access routes as necessary to provide a working area to complete thetasks outlined in this remediation plan. This debris will not be removed or disposed off-site. Debris from excavation areas surrounding the demolished site buildings (e.g.. theSouth and North Chemical Buildings) will be placed back on the foundation area of thosebuildings. Miscellaneous debris not necessarily associated with the demolition of formerbuildings will be collected in one or more staging areas to be established at the site (e.g.,within the covered sludge handling area and the paved adjacent drum storage area).

2.1.4 Brush RemovalBrush will be removed from the surface of the site and along access routes as necessary toprovide a working area to complete the tasks outlined in this removal plan. Cleared brush

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will be stored on-site and chipped for use as a surface cover after all soil removal hasbeen completed.

2.1.5 Establishment of Perimeter Air Monitoring LocationsFour perimeter air monitoring stations will be established around active work areas of thesite for the purpose of monitoring airborne dust levels. The proposed location of thesestations is shown on Figure 1. The specific airborne dust monitoring to be completed atthese stations is summarized in Appendix E.

2.2 Phase II Tasks — Soil Excavation and StagingCurrently, the soil removal is scoped as a phased process which will include excavation, finalcharacterization, and off-site transport and disposal. That process is outlined below. It is notedthat it may be possible to directly excavate and dispose of some soils (without staging/pre-disposal sampling). Direct disposal of any soils based on existing data would be in part at theapproval of the disposal facilities (as yet to be determined). Should such an alteration beapproved by the disposal facilities, an amendment to this plan will be submitted and prepared.

2.2.1 Soil ExcavationSoils will be excavated to a depth of approximately two feet in all areas of the siteindicated on Figure 1. The exception to this excavation depth are the areas of Kl 1, R16,and R12 where deeper excavations will be completed to address the higher concentrationof either lead or Aroclor 1248 found in these locations beneath the two foot level. Theactual depth of the excavations in the Kl 1 and R16 areas is expected to be 3 feet whilethe depth of excavation in the R12 area requires further definition which will becompleted prior and during the excavation work.

The soil excavation will be completed by a smooth bladed excavator, with excavated soilsplaced in temporary stockpiles within the excavation area. Soils will be stockpiled inapproximately 200 yard increments, which will be approximately the equivalent of four25 x 25 foot remediation areas over most of the site. The stockpiles will be constructedin areas designated for removal (on top of soil earmarked for removal). Stockpiles willbe no greater than ten feet in height. Following excavation, the excavated soils will becovered with polyethylene in such a way as to prevent precipitation contact or airbornedust generation from the excavated materials. Soil will be temporarily stored untilcharacterized and approved for off-site disposal.

To aid in gauging the two foot removal depth, the elevations of each grid corner withinthe proposed remediation area were measured by a certified land surveying firm. Thiswork was completed as a part of the pre-design investigation. The elevations of each gridcorner are presented in Appendix C. Where the surface topography varies significantlywithin a 25 by 25 foot grid, additional surface elevations within each grid will bemeasured prior to the soil removal activities. Following all soil removal within a gridlocation, final elevations will be surveyed to record the depth of native soils and verifythe depth of removal at that location.

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Given the nature of the site, it is possible that subsurface piping or other obstructions maybe present in one or more of the excavation areas. If subsurface piping is encounteredduring the shallow excavations, the piping will not be disturbed and excavations willcontinue around the piping. Soils around the piping will be hand dug and transported tothe appropriate stockpile. Should subsurface piping be inadvertently broken during soilexcavation, this piping will be segregated in a separate polyethylene lined staging areas.Should a minor release of liquid or solid materials from an underground pipe occur, theaffected soils will be excavated and placed separately on polyethylene and covered foradditional characterization prior to off-site disposal. Any significant release would behandled as release incident. At such a time, all site work will cease and the incident willbe handled according to appropriate immediate response activities listed in the HASP.

Other large subsurface features (such as former foundations) will be left in place. Soilsfrom around these features will be removed by hand digging.

An exception to the soil excavation and staging methodology will be implemented in thelocation of grids Q16, Q15, R16 and R15. In this location, surface soil PCB impact wasseen to be near or hi excess of 50 ppm. Because the 50 ppm concentration is a triggerlevel requiring segregation of such material and disposal by an alternate means, in thesegrids, two stockpiles will be created. The first will be from the 0 to 1 foot depth and thesecond will be from the 1 to 2 foot depth. Each pile will be separately characterized forpossible disposal at two different off-site facilities. A similar segregation of soils mayalso be completed in other areas of the site (e.g., around Grid R12) where Aroclorconcentrations may be at or near 50 ppm.

The surface soil excavation/staging will proceed first with the areas on the northern sideof the site, then proceed to the area west of the North and South Chemical Buildings, andfinally will proceed to the soils at the center of the site. The final soils to excavated andremoved from the site will be in the AA13 and BB13 grids which mark the northernextent of the decon/access area.

Lastly, based on the permeability of the surface and near surface soils andCompliance, Inc.'s past observations of the site during significant rain events,significant lateral precipitation flow during the excavation work is unlikely.Nonetheless, the temporary soil piles will be placed in locations designed to limit thepotential for the lateral conveyance of precipitation across the site. The placementof the temporary piles will also be supplemented, if necessary, with the constructionof temporary one foot soil berms within the excavation areas to accomplish this goal.

2.2.2 Staging of Drummed SoilsNumerous drums, potentially soil containing, are located in the staging area of the site.According to U.S. EPA. any soils remaining in these drums likely originated fromsubsurface borings (e.g.. on and off-site monitoring well installations). According to U.S.

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EPA., the drummed soils would not contain materials that would be inconsistent with theoff-site disposal strategy outlined herein.

The tops of each drum will be opened and any drums determined to contain soils will betransported to the staging area established in the K16 remediation area. The soils will beconsolidated with the surface soil stockpile in this location.

Any drums containing liquids will be immediately resealed and labeled with markingpaint as "Liquid". Handling and disposal of liquid containing drums is outside of thescope of this soil remediation design.

2.2 J Provisions for Dust ControlA water filled tank truck will be maintained on-site during all work periods for thepurpose of providing dust control. Dust control will be implemented at the direction ofthe Compliance, Inc. Project Manager. Any decision to implement dust control will bemade based on either visual observations of dust from the active work areas and/or dustmonitoring results above established action levels. Should a decision to undertake dustcontrol measures be made, all removal/disposal activities will cease until dustsuppression is appropriately completed. Decisions to resume work following stoppagefor dust suppression will be made by the Compliance, Inc. Project Manager.

Additionally, while the RI and the pre-design investigations did not reveal likely ambientair VOC or odor issues, if significant chemical odors are observed in the work area, workwill be stopped and both characterization sampling and odor control activities will beimplemented. Characterization sampling will initially include field screening of ambientair using a photoionization detector. Should readings greater than 5 ppm abovebackground be observed in the work area, work will be halted until ambient readingsreturn below 5 ppm or until characterization sampling is completed to ensure that higherlevel PPE is not warranted. Any work completed while ambient air VOC concentrationspersist above 5 ppm will require Level C or higher PPE.

2.3 Stockpiled Soils CharacterizationIn addition to the previously collected data, soil characterization for off-site disposal approvalpurposes, will require the collection and analysis of additional soils samples of the excavatedmaterial. The scope of all sampling will be determined in part by the off-site disposal facility.For the purposes of this design, it is assumed that one composite soil sample from each 200 yardstockpile will be collected. Soil samples will be collected as a composite of four pile surface andfour pile subsurface areas. The subsurface samples will be collected by hand auger from two tothree feet beneath the pile surface. The composited soil sample will be placed in appropriatesample containers and analyzed according to QAPP approved methods by the QAPP selectedanalytical laboratory. Alternatively, if directed by the off-site disposal facility, otherlaboratories/analytical methods for characterization prior to off-site disposal may be used.

Page 17

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It is anticipated that the soil characterization step will require an approximate 10 day time periodfor analytical turn-around and final disposal facility approval. During this time period, dailychecks of the site will be completed to verify that all stockpiled materials remain appropriatelycovered and dust generation is prevented. These checks will be made seven days a week.

2.4 Off-site Transport of SoilsAfter analytical data and disposal approval for each pile is received, the soils will be loaded ontoDOT approved hazardous waste hauling vehicles for off-site for final disposal. Each shipmentwill be covered and inspected prior to exiting the site. Each load will be properly manifested andcopies of each manifest will be maintained by the Compliance, Inc. project manager. Eachshipment will be weighed upon exit at a local truck scale.

Entrance and egress for all waste hauling vehicles will be made via Viaduct Street traveling toand from the west, connecting to/from Sanford Avenue and then to/from 28th Street west of thesite. Vehicles will make access/egress via 1-196 and travel to the selected soil disposal facility.This vehicle route has been selected to limit travel near residential neighborhoods.

It is anticipated that six to ten waste hauling vehicles will be utilized in the off-site disposal ofthese wastes. At a maximum rate of 1.5 round trips to the selected disposal facility per day, amaximum of 15 vehicle passages through this route would be expected to occur per day. At thisrate of transport, complete off-site shipment will require approximately three weeks toaccomplish.

Depending on final characterization results, materials may be disposed at more than oneregulated disposal facility. The disposal facility will be selected and approved jointly by bothTPI and the selected removal contractor. The U.S. EPA and the MDEQ will be notified of theselected disposal facility at least 21-days prior to the first off-site shipment of soil.

2.5 Verification SamplingThe soils from the bottom of each excavation area will be sampled after soil removal inaccordance with the MDEQ Guidance Document "Verification of Soil Remediation" April 1994.Revision 1. The specific number of samples to be collected will be based on the Medium andLarge Site Soil Cleanup methodologies presented in that guidance. This will include theestablishment of a soil verification sampling grid system at the site calculated according to theVSR recommended formula. At an estimated 50 grid remediation, the total remediation surfacearea would be approximately 31,250 square feet (50 x 25 feet by 25 feet). According to the VSR,this would be a medium sized site and the verification sampling grid interval would be calculatedaccording to the following formula:

(A/;i)05/4

Where A = the surface area of the remediation area.

Page 18

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At 31,250 square feet, the grid size would be approximately 25 feet (which is, coincidentally.equivalent to the 25 foot grid size selected for this remediation design). A gridding system ofthis size would be superimposed over the remediation area. Per the VSR guidance, once theappropriate grid is established over the remediation area, a phased subset of all samplinglocations may be chosen. This phasing acknowledges that a subset of the 50 sampling points(e.g., 25) may be sufficient to conclude that the soil removal has been appropriately completed.Per the VSR guidance, any subset of the sampling grid used initially would include at least 25%of the sampling grid total.

Approximately two thirds of the verification samples will be collected immediately following theinitial stockpiling of soils. These initial samples will be collected from those parts of theremediation area not covered by the temporary stockpiles and not located in vehicle traffic areas.The remaining approximately one third of the verification samples will be collected after thestockpiles are removed and on-site vehicle traffic is completed.

2.6 Initial Evaluation of Verification Sampling DataThe soil verification sampling data will be initially input in the database of all remaining sitesoils to provide an initial evaluation of whether sufficient soils have been removed to achieve thesite remedial goals. This initial calculation will be completed to determine if final sitebackfilling and grading can proceed or whether additional soil removal in one or more areas ofthe site are necessary.

A letter report summarizing this initial data evaluation will be submitted to U.S.EPA and theMDEQ prior to use of the initial evaluation for guiding this decision.

2.7 Final Site GradingAfter all soils have been removed from the site, the site surface will be graded. Wheredepressions are left from the removal activities, clean fill material will be brought on-site tocomplete the site to a workable grade. As economically available and at the request of the OCIPRPs. fill material of the same or lower hydraulic conductivity as the soils removed will be usedfor fill.

It is noted, that it is not the goal of the grading/backfilling activities to replace all excavated soils.For instance, along the western property boundary, the removal will be completed along the

slope adjoining the Holnum Inc. property. Any filling at this location will be completed with theprimary goal of maintaining a stable bank on that part of the property noting the existing slopedown to the property boundary. To maintain the slope on the western side of the site, it isestimated that the final site grading will be supplemented with the placement of approximately150 yards of topsoil and reseeding to promote vegetative growth. Given the flatter grade and thenature of existing surface soil in other areas of the site the placement of topsoil will not becompleted in other areas of the site.

Page 19

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3.0 EQUIPMENT DECONTAMINATIONAll equipment working in the excavation areas including excavators, backhoes and trucks will bedry-deconned prior to off-site transport. Dry-decontamination will include the physical removalof soils adhering to vehicle tires, tracks and excavation blades and buckets. This will beaccomplished with brushes/shovels that will remain in the decon area and be dedicated for thispurpose. The Compliance, Inc. Project Manager will be responsible for verifying appropriatedecontamination of all equipment leaving the site and for determining if an upgrade (e.g., to wetdeconning/power washing) is required for any field equipment.

If wet deconning/power washing is determined necessary, a plastic lined, bermed temporarydecontamination pad will be constructed in the decon/access area. This will be in the AA-13 andBB13 grid locations. Power washing will be completed on this temporary pad with alldecontamination water collected and drummed for off-site disposal.

Smaller removal equipment (e.g.. hand tools and shovels) will be stored in thedecontamination/access area and will be washed prior to transport off-site.

4.0 HEALTH AND SAFETYAll excavation and removal work will be completed according to the site-specific health andsafety plan prepared by Compliance, Inc. The health and safety plan identifies potential safetyand health related issues, presents steps necessary to reduce and mitigate potential health andsafety risks, and present procedures to verify that the precautions presented in the health andsafety plan are utilized during the field activities. Verification that on-site workers under TPI'sdirection have received and reviewed copies of the health and safety plan will be documented.

Additionally, transporters of sludge materials determined to be a RCRA or TSCA regulatedhazardous material will be required to complete this work according to applicable DOTregulations regarding transportation safety. Transporters will be required to have in place acontingency plan for transportation related accidents and emergencies prior to initiation of work.

5.0 PRELIMINARY IMPLEMENTATION SCHEDULE

The activities presented in this Final Design report are scheduled to begin on September 13,2001.

Page 20

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TABLES

(PARTI)

Page 37: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

TABLE 1SUBSURFACE SOIL SAMPLE COLLECTION DATA

Boring

SB-262

SB-263

SB-264

SB-265

Sample Collection Method

SB-266

Surface soil cleared by shovel to 1.5 feet. (ieoProbeinterval 1.5 to 5.0 feet.

Surface soil cleared by shovel to 1.0 feet. GeoProbeinterval 1.0 to 5.0 feet.

Number ofGeoProbeBorings

SleeveRecovery

3 feet2.5 feet

Surface soil cleared by shovel to 1 0 feet GeoProbeinterval 1.0 to 5.0 feet.

Suiface soil c leared by shovel lo I 5 feet. GeoPiobeinterval 1.5 to 5.0 feet.

Surface soil cleared b\ shovel to 1 5 feet Collected Bsample by hand auger from 2 to 2.5 feet bgs. GeoProbedinterval 1.5 to 5.0 feet to collect C sample.

3.2 feet2.0 feet

SB-267 Surface soil cleared by shovel to 1.5 feet. Collected Bsample by hand auger from 2 to 2.5 feet bgs. Collected Csample by hand auger from 4 0 to 4.5 feet

SB-268 Surface soil cleared by shovel to 1.0 feet. GeoProbeinterval 1.0 to 5 0 feet.

2.5 feet2.5 feet

2.5 feet1 .6 feet

Notrecorded

2.6 feet1 .2 feet2.2 feet

Depth Intervals Sampled

Discarded tup six inches of soil from sleeves andused next six inches for B sample.Discarded bottom six inches of soil from sleevesand collected soil from 6 to 12 inches frombottom for C sampleDiscarded top six inches of soil from sleeves andused next six inches for B sample.Discarded bottom six inches of soil from sleevesand collected soil from 6 to 12 inches frombottom lor C sampleDiscarded top six inches of soil from sleeves andused next six inches for B sample.Discarded bottom six inches of soil from sleevesand collected soil from 6 to 12 inches from

_bottoni for C sampleDiscarded top six inches of soil from sleeve 1 andtop four inches of soil from sleeve 2 and usednext six inches for B sample.Discarded bottom six inches of soil from sleeve 1and bottom 4 inches of soil from sleeve 2 andcollected sou1 from six inches above for C sampleB sample collected by hand auger from 2.0 to 2.5feet bgs. Discarded bottom six inches of soilfrom sleeves and collected soil from 6 to 12inches from bottom for C sampleB (2 to 2.5 foot) and C (4 to 4.5 foot) samplescollected by hand auger.

B (2.0 to 2.5 foot) sample collected by handauger.Discarded bottom four inches of soil from sleevesand collected soil from four to 10 inches frombottom as C sample

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TABLE 1SUBSURFACE SOIL SAMPLE COLLECTION DATA

SB-269

SB-270

Surface soil cleared by shovel to 1 5 feel GeoProbeinterval 1 5 to 5 0 feet

Surface soil cleared by shovel to 1 0 feet GeoProbeinterval 1 0 to 5 0 feet

SB-271

SB-272

Suiface soil cleared by shovel to I 5 feet GeoProbeinterval I 5 to 5 0 feet

Surface soil cleared by shovel to 1 5 feet GeoPiobeinterval I 5 to 5 0 feet

SB-273 Surface soil cleared by shovel to I 5 feet GeoProbeinterval 1 5 to 5 0 feet

SB-274 Surface soil cleared by shovel to I 5 feet Collected Bsample by hand auger from 2 to 2 5 feet bgs GeoProbeinaccessible, no C sample collected

SB-275 Surface soil cleared by shovel to 1 5 feet GeoProbeinterval I 5 to 5 0 feet

SB-276

SB-277

Surface soil cleared by shovel to I 75 feet GeoProbeinterval I 75 to 5 0 feet

Surface Soil cleared by shovel tointerval 1 5 to 5 0 feet

I 5 feet GeoProbe

2 3 feet2 0 feet

1 8 feet2 2 teet

1.6 feet0 6 feet1.2 feet

1 7 feet2 3 feet1 8 feet

2 0 feet2 0 leet

2 0 teet1 8 feet1 0 feet

1 5 feet1.0 feet1 5 feet0.9 feet0 7 feet0 6 feet

Discarded top four inches of soil horn sleevesand used next six inches for B sampleDiscarded bottom tour inches of soil fiom sleesesand collected soil from 4 to 10 inches fiombottom for C sampleDiscarded top 8 inches inches of soil fromsleeves and used next six inches tor B sampleDiscarded bottom four inches of soil from sleevesand collected soil from 4 to 10 inches frombottom for C sampleCollected B sample only aftei discarding top sixinches of soil horn sleeves and using next sixinches of recovered soil from sleeves one andthreeDiscaided top six inches of soil from sleeves andused next six inches for B sampleDiscarded bottom six inches of soil from sleevesand collected soil from 6 to 12 inches frombottom lor C sampleDiscarded top six inches of soil from sleeves andused next six inches tor B sampleDiscarded bottom six inches of soil from sleevesand collected soil from 6 to 12 inches frombottom tor C sampleB (2 to 2 5) foot sample collected by hand auger

B sample only collected after discarding top 6inches of recovered soil from each sleeve andcollecting soils from next six inches

B sample only collected after discarding top 6inches of recoveied soil from each sleeve andcollecting soils from next six inches

B sample only collected aftei discarding top 6inches of recovered soil from each sleeve andcollecting soils from next six inches

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TABLE 1SUBSURFACE SOIL SAMPLE COLLECTION DATA

SB-278

SB-279

Suiface soil cleared by shovel to 1 5 feet C ollected Bsample by hand auger f rom 2 to 2 5 teet bgs C ollected Csample by hand auger from 4 0 to 4 5 feet Collected Dsample by hand augei from 5 8 to 6 3 feetSurface soil cleared by shovel to 1 5 feet Collected Bsample by hand auger from 2 to 2 5 teet bgs Collected Csample by hand auger from 4 0 to 4 5 feet

0

0

B (2 to 2 5 foot) C (4 to 4 •> foot) and D S 8 to6 3 foot samples collected by hand auger

B (2 to 2 5 foot) and C (4 to 4 5 foot) samplescollected by hand auger

Page 40: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

TABLE 2 Page 1 of 5SUMMARY OF ANALYTICAL DATA FOR RI/FS AND PRE-DESIGN SURFACE AND NEAR SURFACE SOIL

SAMPLESOCI SUPERFUND SITE

Sample Lead(mg/kg)

Benzo(a)anthacene(ug/kg)

Benzo(a)pyrene(ug/kg)

Benzo(b)fluoranthene

(ug/kg)

Dibenzo(a.h)anthacene

(ug/kg)

Indeno(1,2,3-cd)pyrene(ug/kg)

Beryllium(mg/kg)

BEHP(ug/kg)

Dieldrin(ug/kg)

Aroclor 124(ug/kg)

U.S. EPA RI SOIL DATASS-1SS-2SS-3SS-4SS-5SS-6SS-7SS-8SS-10SS-11SS-1 2P" 13J. 16SS-1 8SS-1 9SS-20SS-31SS-32SS-33SS-39SS-40SS-41SS-42SS-43SS-44SS-45SS-49?" 50L 51SS-52SS-57SS-58SS-59SS-60SS-61SS-63SS-64SS-65SS-67SS-68SS-69SS-73SS-74SS-75SS-77SS-78

74.993.416963.74141670712204316116036034.625.24623865721310010600518057.5335016.140.988.446279898069.21470912122018501040208066.5179185295253616798385599119304486

34036039538039012000335360355360375345365395025005400101010

18501019033190480040550055002100730055006000600070008650220600016005500600060006000600029060006000

340360130380260120003353603553603753453653950360076001010106801019022190320040550055002000430055006000600070005900220600010005500600060006000600045060006000

3403601207603901200033536035536064345365395039005900101010

1850101903919056004055005500370044005500600060007000730070600013005500600060006000600095060006000

3403603953803901200033536035536037534536539509001750101010

18501019020019011004055005500700012005500600060007000185022060003205500600060006000600095060006000

34036039538039012000335360355360375345365395019004900101010

18501019020019038004055005500700030005500600060007000410022060008305500600060006000600082060006000

0.330.280.670.390.610.30050.380.350.550.380.241.20061.82.51.30.290.260.260.270.220.390.361.50.690.220.220.420.790.210.250.310.60.320.40.710.870.270.360.30.340.270.560.370.89

34029015001801100190000290099003500740072001100510750001200015000160140711850120190200190800405500320066000210055001500018000470005000385087003900340019000680002900660095020009500

16585959191458851751751851718220175175

362

385195

2.11403421 51 75105205621922140165185100.831962

1 9517

85550475455957004054352700270090859095

1400015000

3620385195

13002907400215200450017001700019027512001655200680470040003600

28003600

Bolded concentrations are the detected concentration of each chemical.Nonbolded concentrations are equal to one half the detection limit for non-detect data

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TABLE 2 Page 2 of 5SUMMARY OF ANALYTICAL DATA FOR RI/FS AND PRE-DESIGN SURFACE AND NEAR SURFACE SOIL

SAMPLESOCI SUPERFUND SITE

Sample

SS-79SS-80SS-81SS-82SS-83SS-84SS-85SS-86SS-87SS-89SS-93SS-94SS-95SS-96SS-97SS-98SS-1 03SS-1 04SS-1 05SS-1 06SS-1 07SS-1 08SS-1 09SS-1 10SS-1 14SS-1 15SS116SS-1 20SS-1 21SS-1 22SB-32ESB-33ASB-37ASB-49ASB-49BSB-49CSB-49DSB-54ASB-54CSB-54BSB-54DSB-55ASB-55BSB-55CSB-55DSB-56ASB-56BSB-56D

Lead

(mg/kg)

64.387.71100218200337158329215469393941

46501160560216369140846032340134423988.623.821412

16.4572.98.58

1125.834.13.95.27.573.5

30531764010117720.631363187.8

Benzo(a)

anthacene

(ug/kg)

6000550060001405500600060005500650060009405500600046501300100005500420012000600048505000740010000180

4450175185380175545961600175175175

190032007200450018001600500450350900180

Benzo(a)

pyrene

(ug/kg)

600055006000180

5500600060005500480060006500550060004650120010000550042001200060004850500098002900180

44501751853801751754852

600175175175

16002700520033001800530360310350900180

Benzo(b)

fluoranthene(ug/kg)

600055006000190

5500600060005500540060008405500740

46501700100005500420012000600048505000

1000010000

180445017518511017517512014060017517564

3200730094007900180048034033011090041

Dibenzo(a.h)anthacene

(ug/kg)

600055006000180

55006000600055001400600065005500600046505500100005500420012000600048505000230010000

180445017518538017517521518560017517517525033012004601800720900850350900180

Indeno

(1,2,3-cd)

pyrene

(ug/kg)

600055006000120

550060006000550040006000650055006000465014005905500420012000600048505000600010000

18044501751853801751752151856001751751758901100450023001800130900850350900180

Beryllium(mg/kg)

0.230.390.881.10.3

0.230.231.5

0.460.630.691.71

0.680.970.650.880.560.94

0.790.730.870.670.220.550.490.220.530.220.110.320.340.660.10.10.370.33

—1.11.21.8

0.340.440.140.630.360.26

BEHP

(ug/kg)

58002900

280001000024002800280035000610070003700

290002200002700019000100002700020000150000300002900014000150010000

18030000

235185

370017517521518560017517560

530013000720014000130003200300022001400011000330

Dieldrin

(ug/kg)

1.93.7390101.319.51.9

19.5

21083180310190

61

23.5

19

0.611.1

1.750.651.751.751.7510

10119244.58.546581.7

Aroclor 124

(ug/kg)

15008500

74000350011009200490

14000195

910032000950020009'90^

45000130001400920020009200950

4313002900

1400

17. .-21.517.5

17.517.517.5600

560054004400

90908552054017.5

Bolded concentrations are the detected concentration of each chemical.Nonbolded concentrations are equal to one half the detection limit for non-detect data.

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TABLE 2 Page 3 of 5SUMMARY OF ANALYTICAL DATA FOR RI/FS AND PRE-DESIGN SURFACE AND NEAR SURFACE SOIL

SAMPLESOCI SUPERFUND SITE

Sample

SB-57CSB-58ASB-58BSB-58CSB-58DSB-59ASB-59BSB-59CSB-59DMW-22D3-DD3-E

Lead(mg/kg)

19621127962.36.833.84.63.72.795915

13.6

Benzo(a)anthacene

(ug/kg)

410120330610170195170170170360185460

Benzo(a)pyrene(ug/kg)

590110250470170195170170170360185460

Benzo(b)fluoranthene

(ug/kg)

1300250630110017075170170170360185460

Dibenzo(a.h)anthacene

(ug/kg)

17001706359170195170170170360185460

Indeno(1,2,3-cd)

pyrene(ug/kg)

170071100260170195170170170360185460

Beryllium(mg/kg)

0.661.21.3

0.640.240.460.350.110.140.370.440.45

BEHP

(ug/kg)

4200240034002600170360796045

160003101600

Dieldnn(ug/kg)

858

8 5341 7

1 951 750.361 7852.72.9

Aroclor 124(ug/kg)

2200230027004900443501751717

3300

195

PRE-DESIGN SOIL INVESTIGATION - SURFACE SOIL DATAS. 200SS-201SS-202SS-203SS-204SS-205SS-206SS-207SS-208SS-209SS-210SS-211SS-212SS-213SS-214P~ 115S~ 216SS-217SS-218SS-219SS-220SS-221SS-222SS-223SS-224SS-225SS-226SS-227SS-228SS-229SS-230SS-231SS-232SS-233

968256042002890212038019907361010244244324227190

1850545878231

24004050813

6420806260013839549121923201040430012.8

34180021001750175042

175066052

300220027018049190200330440

270800120120390100120

5100340

3518002100175019047

175084060300300030015047

17001750410400

140140160120500110850

7600400

3351800210017501750175

175017501703603100370130170

170017501750420

900800850850580850850

8800850

3351800210017501750175

175017501702901200330170170

170017501750110

900800850850800850850890850

335180021001750175023017501750210450270042092170

170017501750280

900800850850430850850

7300360

0.150.240.180.320.350.30.310.890.180.460.690.380.270.391.9

0.691

0.76

1.41.11.7

0.662.93.3

0.180.753.1

33002300002000001300004400014000390002800038001100050001200073002500051000300004500016000

93000120000460001300005900069000850

820090000

131351

4314202036740136118

7101204630

12548

11 5

4202100

24000480001900011001600430093081017082012002200

92000420007000830

1200041000320060003400024001100037003800

Bolded concentrations are the detected concentration of each chemical.Nonbolded concentrations are equal to one half the detection limit for non-detect data

Page 43: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

TABLE 2 Page 4 of 5SUMMARY OF ANALYTICAL DATA FOR RI/FS AND PRE-DESIGN SURFACE AND NEAR SURFACE SOIL

SAMPLESOCI SUPERFUND SITE

Sample

SS-234SS-235SS-243SS-244SS-248SS-249SS-256SS-257SS-258SS-259SS-260SS-261SS-278SS-279SS-280SS-281SS-282SS-283SS-284SS-285SS-286SS-287

Lead(mg/kg)

1733833742053781

230112288184

56501210467016309018521350466

Benzo{a)anthacene

(ug/kg)

44022003006202402401800220

Benzo(a)

pyrene

(ug/kg)

33017004407903403602400280

Benzo(b)

fluoranthene(ug/kg)

1702200560930480850

2600800

Dibenzo

(a.h)anthacene(ug/kg)

1406008501800850850390800

Indeno

(1,2,3-cd)

pyrene(ug/kg)

24010004404508503201900800

Beryllium(mg/kg)

3.11.31.1

0.440.630.441.31.7

BEHP(ug/kg)

3400055006400150016007100630017000

Dieldrin

(ug/kg)

1313512512513131383

Aroclor 124

(ug/kg)820086005200

340095009100400870

120012002600

^

PRE-DESIGN SOIL INVESTIGATION - SUBSURFACE SOIL DATASB-262BSB-262CSB-263BSB-263CSB-264BSB-264CSB-265BSB-265CSB-266BSB-266CSB-267BSB-267CSB-268BSB-268CSB-269BSB-269CSB-270BSB-270CSB-271BSB-272BSB-272CSB-273BSB-273CSB-274B

9.813.8

1270051.1159054.122822924332.139.33094575.91292.8785.91188.22.24.62.6268

175170

17001701800175185170170180185

165018518018517531017539018019175175190

175170

1700170

18001752517017018050

1650185180185175290175

1850180175175175240

175170

1700170

1800175185170170180185

1650185180185175240175

1850180175175175270

175170

1700170

1800175185170170180185

1650185180185175971751850180175175175375

175170

1700170

1800175185170170180185

1650185180185175190175

1850180175175175220

0050050.110.120.130.130.210.110.930.130.210.130.130.130.170.10.260.110.240.170.070.130.120.27

16001600

230005200

26000270022008400190004100130009300070001703795

1500175

120001803639175

2400

1313

1251351451816

1 351 4

1 351351 324

1351 3131 3

17165190057

20003f8b160

4000078005000

600003401818

17536012

37001101752717

7100

Bolded concentrations are the detected concentration of each chemical.Nonbolded concentrations are equal to one half the detection limit for non-detect data

Page 44: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

TABLE 2 Page 5 of 5SUMMARY OF ANALYTICAL DATA FOR RI/FS AND PRE-DESIGN SURFACE AND NEAR SURFACE SOIL

SAMPLESOCI SUPERFUND SITE

Sample

SB-275BSB-276BSB-277BSB-288BSB-288CSB-288DSB-289BSB-289CAverageof "B"Samples

Lead(mg/kg)

15.37.31.72.66

5.82.74.4

213

Benzo(a)anthacene

(ug/kg)

170175170

412

Benzo(a)

pyrene(ug/kg)

170175170

491

Benzo(b)fluoranthene

(ug/kg)

170175170

510

Dibenzo(a.h)anthacene

(ug/kg)

170175170

507

Indeno

(1,2,3-cd)pyrene(ug/kg)

170

175170

503

Beryllium(mg/kg)

0.120.120.09

0.22

BEHP

(ug/kg)300120170

7225

Dieldrin(ug/kg)

1313

13.44

Aroclor 124(ug/kg)

150072

16.5

1588

Average for lead does not include SB-263B. Average for Aroclor 1248 does not include SB-266B.' iples collected in August (SB-288 and SB289) not included in B sample average.

Bolded concentrations are the detected concentration of each chemical.Nonbolded concentrations are equal to one half the detection limit for non-detect data.

Page 45: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

TABLE 3SUMMARY OF ON-SITE DIOXIN DATA

Page 1 of 8

ANALYTE

2378-TCDD12378-PeCDD123478-HxCDD123678-HxCDD123789-HxCDD1234678-HpCDDOCDD2378-TCDF12378-PeCDF23478-PeCDF123478-HxCDF123678-HxCDF234678-HxCDF123789-HxCDF1234678-HpCDF1234789-HpCDFOCDF

Sum of TEFs

TEF

1050 10 10 1

0010001

0 100505010 10 10 1

001001

0001

SS42

concen-tration(ug/kg)

00360 120 150 141

0 140097088

0035008800910 110 1

0 110 13*0 1502

028

2,3,7,8-TCDDEquivalency

U 0018U 003U 0 0075U 0007U 0007U 0 000485U 0 00044U ( 000175U 0 0022U 0 02275U 0 0055U 0005U 0 0055U 0 0065U 0 00075U 0001U 000014

0121515

SS1

concen-tration(ug/kg)

0 n0 n0 n

000300040074'051

00021

2,3,7,8-TCDDEquivalency

d 0d 0d 0

0 000300004

0 000740 000510 00021

0 nd 0000130003100024

0 000650 000310 00024

0 nd 00003

0002300003

0 0000230 nd 0

0025' 0 0000250 003708

SS5

concen-tration(ug/kg)

0007200210 024

0 120 1212 314

00071'0003

000820011*0021

2,3,7,8-TCDDEquivalency

0007200105000240012001200230014

0 00071000015

000410001100021

0 nd 00015014]01

0 14

00015000140001

00001400933

SS16

concen-tration(ug/kg)

0

0000400004000380 0028'

0058028 t

000110

00005'000

0000800042

0000611

2,3,7,8-TCDDEquivalency

nd 000002

0 000040 000380 000280 000580 00028000011

nd 00 00025

nd 0nd 0nd 0

0 000080 000042

nd" 00 00000610 0022481

SS52

concen-tration(ug/kg)

004802

0210220220 16089

00630 140 140150 140160 17018021033

2,3,7,8-TCDDEquivalency

U 0024U1 005U 00105U 0011U 0011U 0 0008U 0 000445U 000315U 0 0035U' 0035U 0 0075U 0007U* 0008U 0 0085U 0 0009U 000105U' 0000165

0 18251

U = Compound analyzed for but not detectedJ = Value is estimatedB = Analyte detected in blankE = Concentration exceeds calibration rangeX = Estimated maximum possible concentrationI* = Ether interference Page 1 of 8

Page 46: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

TABLE 3SUMMARY OF ON-SITE DIOXIN DATA

Page 2 of 8

ANALYTE

2378-TCDD12378-PeCDD123478-HxCDD123678-HxCDD123789-HxCDD1234678-HpCDDOCDD2378-TCDF12378-PeCDF23478-PeCDF123478-HxCDF123678-HxCDF234678-HxCDF123789-HxCDF1234678-HpCDF1234789-HpCDFOCDF

Sum of TEFs

TEF

1050.10.10.1

0.010001

0.10.05

0.50.10.10.10.1

0.010.01

0.001

SS11

concen-tration(ug/kg)

0.110.0170.013

0.10.055

2.419

0.0120.00130.00320.00910.0064

00.0036

0.150.014

0.27

nd

2,3,7,8-TCDDEquivalency

0.110.00850.0013

0.010.0055

0.0240.019

0.00120 000065

0~00160.000910.00064

00000360.0015

0.000140.00027

0.184985

SS10

concen-tration(ug/kg)

0.12,0.0270.024

0.210.11

4.40.29

0.031000270.0089

0.0180.012

00.0081

0.250.018

34

nd

2,3,7,8-TCDDEquivalency

6.120.01350.0024

0.0210.0110.044

0.000290.0031

00001350.004450.00180.0012

00.000810.0025

0.000180.034

0260365

SS64

concen-tration(ug/kg)

0.0420.0830.16

0.4160.160.98

100.0340.0741

0~0780.098

0.09,oTV

0.110.280.350.24

UUUU

Uuuuuuuuuu

2,3,7,8-TCDDEquivalency

0.0210.02075

0.0080.0208

0.0080.0098

0.010.0017

0.001850.01950.00490.0045

0.0050.00550.0014

0.001750.000120.14457

SS74

concen-tration(ug/kg)

0.0440.1

0 1 81

0.180.180.98

8.40.03900870.0890.0880.0820.092

0.10.130.160.39

uU

r uUuJ

uuuuuuuuuu

2,3,7,8-TCDDEquivalency

0.0220.02500090.0090<009

0.00980.84

0.0019500021750.022250.00440.00410.0046

0.0050.00065

0.00080.0001950.96992

SS18

concen-tration 2,3,7,8-TCDD(ug/kg) Equivalency

0.033 ' 0.0330.0880.065

0.430 2 J3.125

0.0190.00170.00560.0097

0.0180

0.010.41

0.0191

0.0440.00650.043

0.02i 0.031

0.0250.0019

0.0000850.0028

0.000970.0018

nd 00.001

0.00410.00019

0.0010216345

U = Compound analyzed for but not detectedJ = Value is estimatedB = Analyte detected in blankE = Concentration exceeds calibration rangeX - Estimated maximum possible concentrationI* = Ether interference Page 2 of 8

Page 47: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

TABLE 3SUMMARY OF ON-SITE DIOXIN DATA

Page 3 of 8

ANALYTE

2378-TCDD12378-PeCDD123478-HxCDD123678-HxCDD123789-HxCDD1234678-HpCDDOCDD2378-TCDF12378-PeCDF23478-PeCDF123478-HxCDF123678-HxCDF234678-HxCDF123789-HxCDF1234678-HpCDF1234789-HpCDFOCDF

Sum of TEFs

TEF

1050 10101

0010001

01005050 10 1010 1

001001

0001

SS77

concen-tration(ug/kg)

0052012021022021095

130043009500870 1101

0 120 130380 15035

2,3,7,8-TCDDEquivalency

U 0026IT 003U1 00105U1 0011U 00105J 00095

0013U 000215U 0 002375U, 002175U 0 0055U 0005U 0006U 0 0065U 00019U 0 00075J 0 00035

0 162775

SS81

concen-tration(ug/kg)

00360092

0220 16 >0232228

0181

0 10110130 120 140 1506

0 15

2,3,7,8-TCDDEquivalency

U 0018U i 0 023if 0011

JS 0016U 00115J 0022

0028J 0018U 0 0025U 0 0275U f 00065U 0006U 0007U 0 0075U 0003U 0 00075

029 JS' 0000290 20854

SS87

concen-tration(ug/kg)

02209

054055055086

56054

11

02602502703

044055083

UJUJUJUJUJ

J

UJUJUJUJUJUJUJ

, UJUJUJ

2,3,7,8-TCDDEquivalency

01102250027

002750 0275000860005600270025025

001300125001350015

000220 00275

00004150 792565

SS96

concen-tration 2,3,7,8-TCDD(ug/kg) Equivalency

0 04 U 0 02014 [ U 0035

0 6 U 0 03063 U 00315062 U 0031

4 00439T J 0 039

0047, U 0002350 1 U 0 0025

0 1 1 U 0 0275012 U 00060 12 U 0 006013 U 00065015 U 00075018 J 0001802 U 00010 4 J 0 0004

0 28805

SS97

concen-tration(ug/kg)

0064011025028025

1 214

005800810087

0 120 110 120 14028017034

2,3,7,8-TCDDEquivalency

U 0032U1 00275U1 00125U 0014U 00125J 0012

0014U 0 0029U 0 002025U 002175U 0006U 0 0055U 0006U 0007J 0 0028U 0 00085J 0 00034

0 179665

U = Compound analyzed for but not detectedJ = Value is estimatedB = Analyte detected in blankE = Concentration exceeds calibration rangeX = Estimated maximum possible concentrationI* = Ether interference Page 3 of 8

Page 48: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

TABLE 3SUMMARY OF ON-SITE DIOXIN DATA

Page 4 of 8

ANALYTE

2378-TCDD12378-PeCDD123478-HxCDD123678-HxCDD123789-HxCDD1234678-HpCDDOCDD2378-TCDF12378-PeCDF23478-PeCDF123478-HxCDF123678-HxCDF234678-HxCDF123789-HxCDF1234678-HpCDF1234789-HpCDFOCDF

Sum of TEFs

TEF

1050.10.10.1

0.010.001

0.10.050.50.10.10.10.1

0.010.01

0.001

SS115

concen-tration(ug/kg)

0.0410 140.410.25

0.45.362

0.0510.110.110.140.130.140.160.340.240.6

UUU

JSU

Uuuuuuu

JSu

JS

2,3,7.8-TCDD

Equivalency

002050.035

0.02050.025

0.02h 0.053

0.0620.002550.002750.0275

0.0070.0065

0.0070.008

0.00340.00120.00060.3025

SS209

concen-tration(ug/kg)0016740.020180.019050.072390.08045

1.298.56

0.016120.019350.018560.011830.03555

0.13930.015850.1393

0.017710.2611

UUUX

BUUUUII

U

u

2,3,7,8-TCDD

Equivalency

0.008370.0050450.0009530.0072390.008045

0.01290.00856

0.0008060,000484

l 0.004640.0005920.003555

0.013930.0007930.0013938.86E-050.0002610.077653

SS210

concen-tration(ug/kg)0.00133

0.0014750.0013430.0030610.003923

0.062540.4054

0.0012110.0013180.0012640.0008860.0020130.0089670.0011880.008326I0.001178

0.01178

U

-Uu

X

BUUUUII

u

u

2,3,7,8-TCDD

Equivalency

0.0006650.0003696.72E-050.0003060.0003920.0006250.0004056.06E-05

3.3E-050.0003164.43E-050.0002010.0008975.94E-058.33E-055.89E-061.18E-050 004542

SS211

concen-tration(ug/kg)

0.0092640.010530 027230.079360.08505

1 63210.97

0.010740.0099580.0095540.0063950.04482

0.17630.008569

0.14970.008095

0.1854

UU

:

BUUUUII

U

u

2,3,7,8-TCDD

Equivalency

0.0046320.0026330.0027230.0079360.008505

0.016320.01097

0.0005370.0002490.002389

0.000320.004482

0.017630.0004280.0014974.05E-050.0001850.081476

SS212

concen-tration(ug/kg)

0.0059040.007888

0.006920.038990.02628

0.8545.784

0.0058330.007748

UUU

BUU

6.007433 U0.003304 1 U0.017520.08262

0.0044270.03522

0.0038170.06439

IU

u

2,3,7,8-TCDD

Equivalency

0 00295200019720 0003460.0038990.002628

0 008540.0057840.0002920.0001940.0018580.0001650.0017520.0082620.0002210.0003521.91E-056.44E-050.039301

U = Compound analyzed for but not detectedJ = Value is estimatedB = Analyte detected in blankE = Concentration exceeds calibration rangeX = Estimated maximum possible concentrationI* = Ether interference Page 4 of 8

Page 49: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

TABLE 3SUMMARY OF ON-SITE DIOXIN DATA

Page 5 of 8

ANALYTE

2378-TCDD12378-PeCDD123478-HxCDD123678-HxCDD123789-HxCDD1234678-HpCDDOCDD2378-TCDF12378-PeCDF23478-PeCDF123478-HxCDF123678-HxCDF234678-HxCDF123789-HxCDF1234678-HpCDF1234789-HpCDFOCDF

Sum of TEFs

TEF

10.5010.101

0010001

010.050.50 10 1010 1

0.010.01

0001

SS213

concen- 2,3,7,8-tration(ug/kg)

0.0072770.0080250.010870.041090 03863

TCDDEquivalency

I UUX

0.0036390 0020060.0010870.0041090 003863

0.7471 0 0074715.77 B 0.00577

0.020820 006983

0.037440.003976001614

Xu

0 0020820.000175

X 0.01872Ul 0000199

I Xl 00016140.1029 I 001029

0005327 U 00002660.07624

0.006159 U0 1819

0.0007623 08E-056660182

T 0 062266

SS214

concen-tration(ug/kg)

0.009895I0.044480.00413

0.42511

0.04619879

129.40.3255

0.023630.05129

0.3256007199

0.6235027350.259

0.009330.5073

2,3,7,8-TCDD

l Equivalency

U

Uu

x

B

X

IX

u

0.0049480.01112

0 0002070.04251

00046190.08790.1294

0.032550.0011820.025645

0.032560.007199

0.062350 02735

j_ 0.002594.67E-050.0005070.472682

SS215

concen- 2,3,7,8-tration(ug/kg)

0.0085450~02104

0.004336

U

TCDDEquivalency

0.004273UJ 000526U

0.13350.03162 w

0.000217001335

0.0031621 115 00111510.44 B 0.01044

0.16090.011240.01078

0.1189

U0.01609

0.000281' U 0002695

X, 0.01189008065^ I ' 0008065

0.2466 1 0.024660.08973 ( X 0008973

0.1180 009744

0.1772

i 0.00118U| 4.87E-05

0.0001770.121911

SS218

0.010340009136

0.024280.08185

0.12692 13314.42

0.026780.00969

0.0092960012

0.016450 1915

0.0078450.1476

0.0094930.343

UU

B

UUXII

u

u

2,3,7,8-TCDD

Equivalency

0.005170.0022840.0024280.008185

0.012690021330.01442

0.0026780 0002420.002324

0.00120 001645

0.019150.0003920.0014764.75E-050.0003430.096005

U = Compound analyzed for but not detectedJ = Value is estimatedB = Analyte detected in blankE = Concentration exceeds calibration rangeX = Estimated maximum possible concentrationI* = Ether interference Page 5 of 8

Page 50: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

TABLE 3SUMMARY OF ON-SITE DIOXIN DATA

Page 6 of 8

ANALYTE

2378-TCDD12378-PeCDD123478-HxCDD123678-HxCDD123789-HxCDD1234678-HpCDDOCDD2378-TCDF12378-PeCDF23478-PeCDF123478-HxCDF123678-HxCDF234678-HxCDF123789-HxCDF1234678-HpCDF1234789-HpCDFOCDF

Sum of TEFs

TEF

10.50.10.10.1

0.010.001

0.10.05

0.5010.10.10.1

0.010.01

0.001

s

00120.01130.0310.1040.1272.10213.11

0.012860.0096730.00928

0.0120.0140.126

0.007190.151

001010.296

S21

uuX

BUUUXII

U

u

9

2,3,7,8-TCDD

Equivalency

0.0060.002825

0.00310.01040.0127

0.021020.01311

0.0006430.0002420.00232

0.00120.00140.0126

0.000360.00151

5.05E-050.0002960.089776

S

I0.6932

0.015060.09271

0.61080.5689

19.59229.4

0.068030.011960.011470.01415

0.13582.247

0.018960.7796

0.016511.458

S22

xuX

BXUUUII

u

u

!0

2,3,7,8-TCDD

Equivalency

0.69320.0037650.009271

0.061080.056890.19590.2294

0.0068030.0002990.0028680.000708

0.013580.2247

0.0009480.0077968.26E-050.0014581.508748

S

0.0021770.0025810.009159

0.03250.03029

0.73325.877

0.0027250.0022160.0053410.0071560.01081

0.0023020.002877

0.046080.004910.09379

S2£

Uu

BUUX

IUU

u

19

2,3,7,8-TCDD

Equivalency

0.001089I). 000645

0.0009160.00325

0.0030290.0073320.0058770.0001365.54E-05

I 0.0026710.0007160.0010810.0001150.0001440.0004612.46E-059.38E-050.027634

S

0.001260011416.016380.06777

0.06551.602122

0.0080480.0050410.0060940.009528

0.01780.002632

0.003290.06279

0.0016920.1266

S26

u

B

XI

Uu

u

i1

2,3,7,8-TCDD

Equivalency

0.000630.0057050.0016380.006777

0.006550.016020.0122

0.0008050.0002526.0030470.000953

0.001780.0001320.0001650.0006288.46E-060.0001270.057416

U = Compound analyzed for but not detectedJ = Value is estimatedB = Analyte detected in blankE = Concentration exceeds calibration rangeX = Estimated maximum possible concentrationI* = Ether interference Page 6 of 8

Page 51: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

TABLE 3SUMMARY OF ON-SITE DIOXIN DATA

Page 7 of 8

ANALYTE

2378-TCDD12378-PeCDD123478-HxCDD123678-HxCDD123789-HxCDD1234678-HpCDDOCDD2378-TCDF12378-PeCDF23478-PeCDF123478-HxCDF123678-HxCDF234678-HxCDF123789-HxCDF1234678-HpCDF1234789-HpCDFOCDF

Sum of TEFs

TEF

105010.101

0010001

010.05

0.50.1010101

0010.01

0001

SB266B

2,3,7,8-

0.0020550.0045360.004306

0.06578001738

TCDD

UEquivalency

0.001028U 0.001134

0.0004310 0065780001738

0 7537 0 0075375.6250112

0 0058720 0265701374

0 037480 0442901362

0.046470.01373

B 00056250.0112

0.000294r 0.013285

X 0.01374X 0003748

0.004429X 0.01362

I 0 000465U' 687E-05

007017 702E-050.084989

SB268B

0.0016191 U0 00271

0.002663'0.26990.1011

1 7079421

0.0024840.0034190 0049440.001829

00108500019610 002451

0.072050.002354

0.1387

Uu

BU

xUI

uu

u

2,3,7,8-TCDD

Equivalency

0.000810.0006780.000133

0.026990.010110.01707

0.0094210.0001240.0001710.0024729.15E-0500010859.81E-050.0001230.0007211.18E-05

'0.0001390.0/0246

SB271B

2,3,7,8-TCDD

Equivalency

0.001980.0053686~008192

0 02732

U 0.00099

X

0.02673056584.595

0.006160.012330.01053

0.002409

Q

U*~

u

0 0026840.0008190.0027320 0026730 0056580.0045950.0003080.0006170.005265

0.000120.02781 l' 0.002781

0.002582 U 0.0001290.003228 U 0000161

0.040080.006020.04747

0 000401U 3.01E-05

4.75E-050.030011

SB276B

0.002264 U0.00234 U0.00141^

0.0012270.001251

0 0403603526

UUU

B0.003794 U0.002109 U0.002024 U0.002931 U0.002815 U0.003142 U0 003927 U0.0072880.002578001221

U

2,3,7,8-TCDD

Equivalency

0.0011320.0005857.05E-056.14E-056.26E-050 0004040 000353000019

5.27E-050.0005060.000147000014100001570.0001967.29E-051.29E-051.22E-050.004155

U = Compound analyzed for but not detectedJ = Value is estimatedB = Analyte detected in blankE = Concentration exceeds calibration rangeX = Estimated maximum possible concentrationI* = Ether interference Page 7 of 8

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TABLE 3SUMMARY OF ON-SITE DIOXIN DATA

Page 8 of 8

ANALYTE

2378-TCDD12378-PeCDD123478-HxCDD123678-HxCDD123789-HxCDD1234678-HpCDDOCDD2378-TCDF12378-PeCDF23478-PeCDF123478-HxCDF123678-HxCDF234678-HxCDF123789-HxCDF1234678-HpCDF1234789-HpCDFOCDF

Sum of TEFs

TEF

105010101

0010001

0.1005050101010.1

001001

0001

SB277B

00021230 0022480.0025760 0022420.002285

0.007040.04653

0.0034940.0018530.0017780.0030320.002912

0.003250.004063

0.003450 0021980.002486

UUUUU

BUUUUuuu

uu

2,3,7,8-TCDD

Equivalency

0.0010620.00056200001290.0001120.000114

IJ7.04E-05^4.65E-05

0.0001754 63E-050.0004450.0001520.0001460.0001630 0002033 45E-05

1.1E-051.24E-060.003471

SB266C

0.00146500017350.0015810.0086050.006452

0.12610.8678,

0.0023V0.0017480.00167700018420.00177'

00019750.0024690.0093590.001666001473

UUU

BUUUUUUU

u

2,3,7,8-TCDD

Equivalency

0.0007330 0004347.91 E-050.0008610.0006450.0012610.0008680.0001164.37E-050.0004199.21 E-05

^85E-059.88E-050.0001239.36E-058 33E-061 47E-050.005978

SB268C

0.0019470.0020330 002080.00181

0.0018450.0036340 02792

0.0030930.0019420.0018630.0024270 0073760.0026010.0032520.0051620 0022450001854

UUUUU

BUUUuI

uu

uu

2,3,7,8-TCDD

Equivalency

0 0009740 00050800001049 05E-059.23E-053.63E-05

I2.79E-050.0001554 86E-050.0004660.0001210 0007380.00013

0.0001635.16E-051 12E-059.27E-070003717

SS-287

0.041920.008470010700347002190.6645.5690019

000120001600029

0.0110.002270.000160.0548000360 106

B

UB

B

2,3,7,8-TCDD

Equivalency

0041920 0042350.001070.003470002190.00664

0.0055690.0019

0.000060.0008

0.000290.0011

0.0002270.0000080.0005480.0000360.0001060.070169

U = Compound analyzed for but not detectedJ = Value is estimatedB = Analyte detected in blankE = Concentration exceeds calibration rangeX = Estimated maximum possible concentrationI* = Ether interference Page 8 of 8

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TABLE 4 Page 1 of 16SUMMARY OF ANALYTICAL DATA FOR SURFACE AND NEAR SURFACE SOIL SAMPLES

ASSUMING REMEDIATION OF SELECT AREAS OF THE SITEOCI SITE

Sample

SS-1SS-2SS-3SS-4SS-5SS-6SS-7SS-8SS-10SS-11SS-1 2SS-1 3SS-16SS-1 8SS-19SS-20SS-31SS-32SS-33SS-39SS-40SS-41SS-42SS-43SS-44SS-45SS-49SS-50SS-51SS-52SS-57SS-58SS-59SS-60SS-61SS-63SS-64SS-65SS-67SS-68SS-69SS-73SS-74SS-75SS-77SS-78SS-79SS-80SS-81

Lead Remediated(mg/kg) In of lead Lead

74.9 4 32 4 3293.4 4 54 4 54169 513 51363.7 415 415414 6 03 6 031670 7 42 7 42712 6 57 6 57204 5 32 5 32316 576 5761160 706 706360 5 89 5 8934.6 3 54 3 5425.2 3 23 3 23462 6 14 614386 5 96 5 36572 6 35 5 36

13100 948 53610600 9 27 5 365180 8 55 5 3657.5 4 05 4 053350 812 53616.1 2 78 2 7840.9 3 71 3 7188.4 4 48 4 48462 614 614798 6 68 6 68980 6 89 6 8969.2 4 24 4 241470 7 29 5 36912 6 82 6 821220 711 7111850 7 52 7 521040 6 95 5 362080 7 64 5 3666.5 4 20 4 20179 519 519185 5 22 5 22295 5 69 5 69253 5 53 5 53616 6 42 6 42798 6 68 6 68385 5 95 5 95599 6 40 6 40119 478 478304 5 72 5 72486 619 61964.3 416 41687.7 4 47 4 471100 700 536

Benzo(a) In Remediatedanthracene Benzo(a) Benzo(a)

(ug/kg) anthacene anthacene

340 5 83 5 83360 5 89 5 89395 5 98 5 98380 5 94 5 94390 5 97 5 97

12000 939 939335 581 581360 5 89 5 89355 5 87 5 87360 5 89 5 89375 5 93 5 93345 5 84 5 84365 5 90 5 903950 8 28 8 282500 7 82 6 005400 8 59 6 00

10 2 30 6 0010 230 60010 230 600

1850 752 75210 230 600

190 525 52533 3 50 3 50190 525 525

4800 8 48 8 4840 3 69 3 69

5500 861 8615500 861 8612100 7 65 6 007300 8 90 8 905500 861 8616000 8 70 8 706000 8 70 6007000 8 85 6 008650 9 07 9 07220 5 39 5 39

6000 8 70 8 701600 7 38 7 385500 861 8616000 8 70 8 706000 8 70 8 706000 8 70 8 706000 8 70 8 70290 5 67 5 67

6000 8 70 8 706000 8 70 8 706000 8 70 8 705500 861 8616000 8 70 6 00

Benzo(a) In Remediated

pyrene Benzo(a) Benzo(a)(ug/kg) pyrene pyrene

340 5 83 5 83360 5 89 5 89130 4 87 4 87380 5 94 5 94260 5 56 5 56

12000 939 939335 581 581360 5 89 5 89355 5 87 5 87360 5 89 5 89375 5 93 5 93345 5 84 5 84365 5 90 5 903950 8 28 8 283600 819 6 15 -7600 8 94 6 75

10 230 6 7 510 230 6 7510 230 6 7 5

680 6 52 6 5210 230 6 7 5

190 525 52522 3 09 3 09190 525 525

3200 8 07 8 0740 3 69 3 69

5500 861 8615500 861 8612000 760 6 7 54300 8 37 8 375500 861 861 -6000 8 70 8 706000 870 6 7 57000 885 6 155900 8 68 8 68220 5 39 5 39

6000 8 70 8 701000 691 6915500 861 8616000 8 70 8 706000 8 70 8 706000 8 70 8 706000 8 70 8 70450 611 6116000 8 70 8 706000 8 70 8 706000 8 70 8 705500 861 8616000 870 6 7 5

Qualifiers for all data points are presented on Table 2Shaded samples are those selected for remediation Assumed concentrations following remediation are thoseorpspntpr) on Paap 8 of Work Plan

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TABLE 4 Page 2 of 16SUMMARY OF ANALYTICAL DATA FOR SURFACE AND NEAR SURFACE SOIL SAMPLES

ASSUMING REMEDIATION OF SELECT AREAS OF THE SITEOCI SITE

Sample

SS-82SS-83SS-84SS-85SS-86SS-87SS-89SS-93SS-94SS-95SS-96SS-97SS-98

1-103oS-104SS-105SS-1 06SS-1 07SS-1 08SS-1 09SS-1 10SS-114SS-1 15SS116SS-1 20SS-1 21SS-1 22SB-32ESB-33A

S-37AuS-49ASB-49BSB-49CSB-49DSB-54ASB-54CSB-54BSB-54DSB-55ASB-55BSB-55CSB-55DSB-56ASB-56BSB-56DSB-57CSB-58ASB-58BSB-58C

Lead Remediated(mg/kg) In of lead Lead

218 5 38 5 38200 5 30 5 30337 5 82 5 82158 5 06 5 06329 5 80 5 36215 5 37 5 36469 615 536393 5 97 5 36941 6 85 5 36

4650 8 44 5361160 706 536560 6 33 5 36216 5 38 5 38369 591 536140 4 94 5 36

8460 9 04 5 36323 5 78 5 364t: 599 599344 5 84 5 84239 5 48 5 4888.6 4 48 4 4823.8 317 317214 5 37 5 3712 248 248

16.45 2 80 2 8072.9 4 29 4 298.5 214 2148 2 08 2 08

112 472 4725.8 1 76 1 7634.1 3 53 3 533.9 1 36 1 365.2 1 65 1 657.5 201 20173.5 4 30 4 30

305 5 72 5 72317 5 76 5 76640 6 46 6 46101 4 62 4 62177 518 51820.6 3 03 3 03313 5 75 5 75631 6 45 6 4587.8 4 48 4 48196 5 28 5 28211 535 535279 5 63 5 6362.3 413 413

Benzo(a) In Remediated

anthracene Benzo(a) Benzo(a)(ug/kg) anthacene anthacene

140 4 94 4 945500 861 861

Benzo(a) In Remediated

pyrene Benzo(a) Benzo(a)(ug/kg) pyrene pyrene

180 519 5195500 861 861

6000 870 870 6000 870 8 706000 8 70 8 705500 8 61 6 006500 8 78 6 006000 8 70 6 00940 6 85 6 005500 861 6 006000 8 70 6 004650 8 44 6 001300 717 60010000 921 9215500 8 61 6 004200 8 34 6 0012000 9 39 6 006000 8 70 6 004850 8 49 8 495000 8 52 8 527400 891 89110000 921 921180 519 519

4450 8 40 8 40175 516 516185 522 522380 5 94 5 94175 516 51654 3 99 3 9959 4 08 4 0861 411 411

600 6 40 6 40175 516 516175 516 516175 516 516

1900 7 55 7 553200 8 07 8 077200 8 88 8 884500 841 8411800 750 7501600 7 38 7 38500 621 621450 611 611350 5 86 5 86900 6 80 6 80180 519 519410 6 02 6 02120 4 79 4 79330 5 80 5 80610 641 641

6000 8 70 8 705500 861 6 7 54800 848 6 7 56000 8 70 6 7 56500 878 6 7 55500 861 6 7 56000 870 6 7 54650 844 6 7 51200 709 6 7 510000 921 9215500 861 6 7 54200 834 6 7 512000 939 6 7 56000 870 6 7 54850 8 49 8 495000 8 52 8 529800 919 9192900 7 97 7 97180 519 519

4450 8 40 8 40175 516 516185 522 522380 5 94 5 94175 5 16 516175 516 51648 3 87 3 8752 3 95 3 95

600 6 40 6 40175 516 516175 516 516175 516 516

1600 7 38 7 382700 7 90 7 905200 8 56 8 563300 810 8101800 750 750530 6 27 6 27360 5 89 5 89310 5 74 5 74350 5 86 5 86900 6 80 6 80180 519 519590 6 38 6 38110 470 470250 5 52 5 52470 615 615

Qualifiers for all data points are presented on Table 2Shaded samples are those selected for remediation Assumed concentrations following remediation are thosepresented on Paae 8 of Work Plan

Page 55: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

TABLE 4 Page 3 of 16SUMMARY OF ANALYTICAL DATA FOR SURFACE AND NEAR SURFACE SOIL SAMPLES

ASSUMING REMEDIATION OF SELECT AREAS OF THE SITEOCI SITE

SampleSB-58DSB-59ASB-59BSB-59CSB-59DMW-22D3-DD3-E

SS-200SS-201SS-202SS-203SS-204SS-205SS-206SS-207SS-208SS-209SS-210SS-211SS-212SS-213SS-214SS-215SS-216SS-217SS-218SS-219SS-220SS-221SS-222SS-223SS-224SS-225SS-226SS-227SS-228SS-229SS-230SS-231SS-232SS-233SS-234SS-235SS-243SS-244SS-248SS-249

Lead Remediated(mg/kg) In of lead Lead

6.8 1 92 1 9233.8 3 52 3 524.6 1 53 1 533.7 1 31 1 312.7 0 99 0 99959 6 87 5 3615 271 271

13.6 261 261

968 6 88 6 882560 7 85 5 364200 8 34 5 362890 7 97 5362120 7 66 5 36380 5 94 5 941990 7 60 7 60736 6 60 6 601010 6 92 6 92244 5 50 5 50244 5 50 5 50324 5 78 5 78227 5 42 5 42190 525 5251850 752 536545 6 30 5 36878 6 78 5 36231 5 44 5 44

2400 7 78 5 364050 831 5 36813 6 70 5 366420 8 77 5 36806 6 69 5 362600 7 86 536138 4 93 5 36395 5 98 5 98491 6 20 6 20219 5 39 5 39

2320 7 75 7 751040 695 6954300 8 37 5 3612.8 2 55 2 55

173 515 515383 5 95 5 95374 5 92 5 36

Benzo(a) In Remediatedanthracene Benzo(a) Benzo(a)

(ug/kg) anthacene anthacene

170 5 14 5 1 4195 527 527170 514 514170 514 514170 5 14 5 14360 5 89 6 00185 522 522460 613 613

34 3 53 3 531800 750 6002100 765 6001750 747 6001750 747 60042 3 74 3 74

1750 747 747660 6 49 6 4952 3 95 3 95

300 5 70 5 702200 7 70 7 70270 5 60 5 60180 519 51949 3 89 3 89190 5 25 5 25200 5 30 5 30330 5 80 5 80410 6 02 6 02

270 5 60 5 60800 6 68 6 00120 4 79 4 79120 4 79 4 79390 5 97 5 97100 461 461120 4 79 4 79

5100 8 54 8 54340 5 83 5 83

440 6 09 6 092200 7 70 6 00

Benzo(a) In Remediatedpyrene Benzo(a) Benzo(a)(ug/kg) pyrene pyrene

170 514 514195 527 527170 514 514170 5 1 4 514170 514 514360 589 6 7 5185 522 522460 613 613

35 3 56 3 561800 750 6752100 765 6 7 51750 747 6 7 5190 5 25 5 2547 3 85 3 85 ~

1750 747 747840 6 73 6 7360 4 09 4 09

320 5 77 5 773000 8 01 801330 5 80 5 80150 501 50147 3 85 3 85

1700 744 6 / 51750 747 6 7 5440 609 6 7 5400 5 99 5 99

140 4 94 4 94140 4 94 4 94160 5 08 5 08120 4 79 4 79500 621 6 7 5110 470 470850 6 75 6 7 5

7600 8 94 8 94400 5 99 5 99

330 5 80 5 801700 744 6 7 5

Qualifiers for all data points are presented on Table 2Shaded samples are those selected for remediation Assumed concentrations following remediation are thosepresented on Paoe 8 of Work Plan

Page 56: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

TABLE 4 Page 4 of 16SUMMARY OF ANALYTICAL DATA FOR SURFACE AND NEAR SURFACE SOIL SAMPLES

ASSUMING REMEDIATION OF SELECT AREAS OF THE SITEOCI SITE

Sample

SS-256SS-257SS-258SS-259SS-260SS-261SS-278SS-279SS-280SS-281SS-282SS-283SS-284

S-285oS-286SS-287

MEANCOUNTSSx95%UCL

Lead Remediated(mg/kg) In of lead Lead

205 5 32 5 3237 361 36181 4 39 4 39230 5 44 5 44112 472 472288 5 66 5 66184 521 521

5650 8 64 5 361210 710 7104670 8 45 5 361630 7 40 536901 6 80 6 80852 6 75 6 751350 721 721466 6 14 6 14

949 3 56 5 1155 155 155

18259 18 1361467 01 011193 2063 558

Cancer Risk

Benzo(a) In Remediatedanthracene Benzo(a) Benzo(a)

(ug/kg) anthacene anthacene

300 5 70 5 70620 6 43 6 43240 5 48 5 48240 5 48 5 481800 7 50 7 50220 5 39 5 39

2377 7 66 64141 141 141

2882 7 1 8 1 46242 8 0 1 0 12781 5903 2396

1.3E-06 3.3E-07

Benzo(a) In Remediatedpyrene Benzo(a) Benzo(a)(ug/kg) pyrene pyrene

440 6 09 6 09790 6 67 6 67340 5 83 5 83360 5 89 5 89

2400 7 78 7 78280 5 63 5 63

23317 66 64141 141 141

28130 18 142236 9 0 1 0 12725 5741 2237

1.1 E-05 2.8E-06

Qualifiers for all data points are presented on Table 2Shaded samples are those selected for remediation Assumed concentrations following remediation are thosepresented on Paqe 8 of Work Plan

Page 57: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

TABLE 4 Page 5 of 16SUMMARY OF ANALYTICAL DATA FOR SURFACE AND NEAR SURFACE SOIL SAMPLES

ASSUMING REMEDIATION OF SELECT AREAS OF THE SITEOCI SITE

SampleSS-1SS-2SS-3SS-4SS-5SS-6SS-7SS-8SS-10SS-11SS-1 2SS-1 3SS-16SS-18SS-1 9SS-20SS-31SS-32SS-33SS-39SS-40SS-41SS-42SS-43SS-44SS-45SS-49SS-50SS-51SS-52SS-57SS-58SS-59SS-60SS-61SS-63SS-64SS-65SS-67SS-68SS-69SS-73SS-74SS-75SS-77SS-78SS-79SS-80SS-81

Benzo(b) In Remediatedfluoranthene Benzo(b) Benzo(b)

(ug/kg) fluoranthene fluorantheiK

340 5 83 5 83360 5 89 5 89120 4 79 4 79760 6 63 6 63390 5 97 5 97

12000 939 939335 581 581360 5 89 5 89355 5 87 5 87360 5 89 5 8964 4 16 4 16

345 5 84 5 84365 5 90 5 90

3950 8 28 8 283900 827 6 7 95900 868 6.19

10 230 6 7 910 2.30 6 7910 2.30 679

1850 752 75210 2.30 6 19190 525 52539 3 66 3 66190 525 525

5600 8 63 8 6340 3 69 3 69

5500 861 8615500 861 8613700 822 6 7 94400 8 39 8 395500 861 8616000 8 70 8 706000 870 6 7 97000 885 6 7 97300 8 90 8 90

70 4 25 4 256000 8 70 8 701300 717 7175500 861 8616000 8 70 8 706000 8 70 8 706000 8 70 8 706000 8 70 8 70950 6 86 6 86

6000 8 70 8 706000 8 70 8 706000 8 70 8 705500 861 8616000 8.70 6 79

Dibenzo In Remediate*

(a,h)anthacene Dibenzo Dibenzo(ug/kg) (a,h)anthacenea,h)anthacen

340 5 83 5 83360 5 89 5 89395 5 98 5 98380 5 94 5 94390 5 97 5 97

12000 939 939335 581 581360 5 89 5 89355 5 87 5 87360 5 89 5 89375 5 93 5 93345 5 84 5 84365 5 90 5 90

3950 8 28 8 28900 6.80 6 791750 7.47 6 19

10 2.30 6 1910 2.30 6 7910 2.30 6 79

1850 752 75210 230 6 7 9190 525 525200 5 30 5 30190 525 525

1100 700 70040 3 69 3 69

5500 861 8615500 861 8617000 885 6 7 91200 7 09 7 095500 861 8616000 8 70 8 706000 8 70 6 7 97000 885 6 7 91850 7 52 7 52220 5 39 5 39

6000 8 70 8 70320 5 77 5 775500 8 61 8616000 8 70 8 706000 8 70 8 706000 8 70 8 706000 8 70 8 70950 6 86 6 86

6000 8 70 8 706000 8 70 8 706000 8 70 8 705500 861 8616000 870 6 7 9

ndeno(1,2,3 In Remediatedcd)pyrene (1,2,3-cd) (1,2,3-cd)

(ug/kg) pyrene pyrene

340 5 83 5 83360 5 89 5 89395 5 98 5 98380 5 94 5 94390 5 97 5 97

12000 939 939335 581 581360 5 89 5 89355 5 87 5 87360 5 89 5 89375 5 93 5 93345 5 84 5 84365 5 90 5 90

3950 8 28 8 2P1900 755 67&^4900 8.50 6. 18

10 230 6 7 810 2.30 6 1810 2.30 678

1850 752 75210 2.30 6 18

190 525 525200 5 30 5 30190 525 525

3800 8 24 8 2440 3 69 3 69

5500 861 8615500 861 8617000 885 6 7 83000 8 01 8 015500 861 8616000 8 70 8 706000 8.70 6 787000 8.85 6 784100 8 32 8 32220 5 39 5 39

6000 8 70 8 70830 6 72 6 725500 861 8616000 8 70 8 706000 8 70 8 706000 8 70 8 706000 8 70 8 70820 6 71 6 71

6000 8 70 8 706000 8 70 8 706000 8 70 8 705500 861 8616000 8.70 6 78

Qualifiers for all data points are presented on Table 2Shaded samples are those selected for remediation Assumed concentrations following remediation are thosepresented on Pace 8 of Work Plan

Page 58: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

TABLE 4 Page 6 of 16SUMMARY OF ANALYTICAL DATA FOR SURFACE AND NEAR SURFACE SOIL SAMPLES

ASSUMING REMEDIATION OF SELECT AREAS OF THE SITEOCI SITE

Sample

SS-82SS-83SS-84SS-85SS-86SS-87SS-89SS-93SS-94SS-95SS-96SS-97SS-98

'-103oo-104SS-105SS-106SS-1 07SS-1 08SS-1 09SS-1 10SS-1 14SS-1 15SS116SS-1 20SS-1 21SS-1 22SB-32ESB-33A

1-37A-B-49ASB-49BSB-49CSB-49DSB-54ASB-54CSB-54BSB-54DSB-55ASB-55BSB-55CSB-55DSB-56ASB-56BSB-56DSB-57CSB-58ASB-58BSB-58C

Benzo(b) In Remediatedfluoranthene Benzo(b) Benzo(b)

(ug/kg) fluoranthene fluoranthene

190 5.25 5.255500 8.61 8.61

Dibenzo In Remediated(a.h)anthacene Dibenzo Dibenzo

(ug/kg) (a,h)anthacenea,h)anthaceri

180 5.19 5.195500 8.61 8.61

ndeno(1,2,3- In Remediatedcd)pyrene (1,2,3-cd) (1,2,3-cd)

(ug/kg) pyrene pyrene

120 4.79 4.795500 8.61 8.61

6000 8.70 8.70 6000 8.70 8.70 6000 8.70 8.706000 8.70 8.705500 8.61 6.795400 8.59 6 7 96000 8.70 6.79840 6.73 6.795500 8.61 6.79740 6.61 6.79

4650 8.44 6 7 91700 7.44 6 7 910000 9.21 9.215500 8.61 6 7 94200 8.34 6 7 912000 9.39 6. 796000 8.70 6.794850 8.49 8.495000 8.52 8.5210000 9.21 92110000 9.21 9.21

180 5.19 5.194450 8.40 8.40175 5.16 5.16185 5.22 5.22110 4.70 4.70175 5.16 5.16175 5.16 5.16120 4.79 4.79140 4.94 4.94600 6.40 6.40175 5.16 5.16175 5.16 5.1664 4.16 4.16

3200 8.07 8.077300 8.90 8.909400 9.15 9.157900 8.97 8.971800 7.50 7.50480 6.17 6.17340 5.83 5.83330 5.80 5.80110 4.70 4.70900 6.80 6.8041 3.71 3.71

1300 7.17 7.17250 5.52 5.52630 6.45 6.451100 7.00 7.00

6000 8.70 8.705500 8.61 6.791400 7.24 6 7 96000 8.70 6.796500 8.78 6.795500 8.61 6.796000 8.70 6.794650 8.44 6.795500 8.61 6. 7910000 9.21 9.215500 8.61 6.794200 8.34 6.7912000 9.39 6. 796000 8.70 6.794850 8.49 8.495000 8.52 8.522300 7.74 7.7410000 9.21 9.21

180 5.19 5.194450 8.40 8.40175 5.16 5.16185 5.22 5.22380 5.94 5.94175 5.16 5.16175 5.16 5.16215 5.37 5.37185 5.22 5.22600 6.40 6.40175 5.16 5.16175 5.16 5.16175 5.16 5.16250 5.52 5.52330 5.80 5.801200 7.09 7.09460 6.13 6.131800 7.50 7.50720 6.58 6.58900 6.80 6.80850 6.75 6.75350 5.86 5.86900 6.80 6.80180 5.19 5.19

1700 7.44 7.44170 5.14 5.1463 4.14 4.1459 4.08 4.08

6000 8.70 8.705500 8.61 6. 784000 8.29 6 786000 8.70 6 7 86500 8.78 6 7 85500 8.61 6.786000 8.70 6 784650 8.44 6 181400 7.24 6.78590 6.38 6.385500 8.61 6.784200 8.34 6.7812000 9.39 6. 186000 8.70 6.784850 8.49 8.495000 8.52 8.526000 8.70 8.7010000 9.21 9.21

180 5.19 5.194450 8.40 8.40175 5.16 5.16185 5.22 5.22380 5.94 5.94175 5.16 5.16175 5.16 5.16215 5.37 5.37185 5.22 5.22600 6.40 6.40175 5.16 5.16175 5.16 5.16175 5.16 5 16890 6.79 6.791100 7.00 7.004500 8.41 8.412300 7.74 7.741800 7.50 7.50130 4.87 4.87900 6.80 6.80850 6.75 6.75350 5.86 5.86900 6.80 6.80180 5.19 5.191700 7.44 7.4471 4.26 4.26100 4.61 4.61260 5.56 5.56

Qualifiers for all data points are presented on Table 2.Shaded samples are those selected for remediation. Assumed concentrations following remediation are thosepresented on Page 8 of Work Plan

Page 59: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

TABLE 4 Page 7 of 16SUMMARY OF ANALYTICAL DATA FOR SURFACE AND NEAR SURFACE SOIL SAMPLES

ASSUMING REMEDIATION OF SELECT AREAS OF THE SITEOCI SITE

Sample

SB-58DSB-59ASB-59BSB-59CSB-59DMW-22D3-DD3-E

SS-200SS-201SS-202SS-203SS-204SS-205SS-206SS-207SS-208SS-209SS-210SS-211SS-212SS-213SS-214SS-215SS-216SS-217SS-218SS-219SS-220SS-221SS-222SS-223SS-224SS-225SS-226SS-227SS-228SS-229SS-230SS-231SS-232SS-233SS-234SS-235SS-243SS-244SS-248SS-249

Benzo(b) In Remediatedfluoranthene Benzo(b) Benzo(b)

(ug/kg) fluoranthene fluoranthene

170 5 14 5 1475 4 32 4 32170 514 514170 514 514170 514 514360 589 6 7 9185 522 522460 613 613

335 581 5811800 750 6 ^ 92100 765 6 7 91750 747 6 7 91750 747 6 7 9175 516 516

1750 747 7471750 747 747170 514 514360 5 89 5 89

3100 8 04 8 04370 5 91 5 91130 487 487170 514 514

1700 744 6 7 91750 747 6 7 91750 747 6 7 9420 6 04 6 04

900 6 80 6 80800 6 68 6 68850 6 75 6 75850 6 75 6 75580 6 36 6 36850 6 75 6 75850 6 75 6 75

8800 9 08 9 08850 6 75 6 75

170 514 5142200 770 6 7 9

Dibenzo In Remediated(a.h)anthacene Dibenzo Dibenzo

(ug/kg) (a,h)anthacenea,h)anthacen

170 514 514195 527 527170 514 514170 514 514170 514 514360 5 89 6 7 9185 522 522460 613 613

335 581 5811800 750 6 7 92100 765 6 7 91750 747 6 7 91750 747 6 7 9175 516 516

1750 747 7471750 747 747170 514 514290 5 67 5 671200 7 09 7 09330 5 80 5 80170 514 5 14170 514 514

1700 744 6 7 91750 747 6 7 91750 747 6 7 9110 470 470

900 6 80 6 7 9800 6 68 6 7 9850 675 6 7 9850 675 6 7 9800 668 6 7 9850 675 679850 675 6 7 9890 6 79 6 79850 6 75 6 75

140 4 94 4 94600 700 6 7 9

ndeno(1,2,3 In Remediatedcdjpyrene (1,2,3-cd) (1,2,3-cd)

(ug/kg) pyrene pyrene

170 514 514195 527 527170 5 14 5 14170 514 514170 5 14 5 14360 5 89 6 7 8185 522 522460 613 613

335 581 5811800 750 6782100 765 6 7 81750 747 6 7 81750 747 6 1<230 5 44 5 44V1750 747 7471750 747 747170 514 514450 611 6112700 7 90 7 90420 6 04 6 0492 4 52 4 52

210 535 5351700 744 6 7 81750 747 6 7 81750 747 6 7 8280 5 63 5 63

900 6 80 6 7 8800 668 6 7 8 ' '850 675 6 7 8850 6 75 6 78430 606 6 7 8850 6 75 6 7 8850 6 75 6 7 8

7300 8 90 8 90360 5 89 5 89

240 5 48 5 481000 691 6 7 8

Qualifiers for all data points are presented on Table 2Shaded samples are those selected for remediation Assumed concentrations following remediation are thosepresented on Paoe 8 of Work Plan

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TABLE 4 Page 8 of 16SUMMARY OF ANALYTICAL DATA FOR SURFACE AND NEAR SURFACE SOIL SAMPLES

ASSUMING REMEDIATION OF SELECT AREAS OF THE SITEOCI SITE

Sample

SS-256SS-257SS-258SS-259SS-260SS-261SS-278SS-279SS-280SS-281SS-282SS-283SS-284

'-285oS-286SS-287

MEANCOUNTSSx95%UCL

Benzo(b) In Remediatedfluoranthene Benzo(b) Benzo(b)

(ug/kg) fluoranthene fluoranthene

560 6 33 6 33930 6 84 6 84480 617 617850 6 75 6 75

2600 7 86 7 86800 6 68 6 68

2556 4 68 66141 141 141

2951 5 17 1 42248 6 0 1 0 12970 6365 2691

Cancer Risk 1.5E-06 3.8E-07

Dibenzo In Remediated

(a,h)anthacene Dibenzo Dibenzo(ug/kg) (a,h)anthacenea,h)anthacen

850 6 75 6 751800 7 50 7 50850 6 75 6 75850 6 75 6 75390 5 97 5 97800 6 68 6 68

21930 67 65141 141 141

27143 16 123228 6 0 1 0 12573 4545 1747

9.1E-06 2.3E-06

ndeno(1,2,3- In Remediatedcd)pyrene (1,2,3-cd) (1,2,3-cd)

(ug/kg) pyrene pyrene

440 6 09 6 09450 611 6 1 1850 6 75 6 75320 5 77 5 771900 7 55 7 55800 6 68 6 68

23158 68 65141 141 141

2687 6 16 1 26226 3 0 1 0 12692 5036 1941

1.1E-06 2.7E-07

Qualifiers for all data points are presented on Table 2Shaded samples are those selected for remediation Assumed concentrations following remediation are thosepresented on Paae 8 of Work Plan

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TABLE 4 Page 9 of 16SUMMARY OF ANALYTICAL DATA FOR SURFACE AND NEAR SURFACE SOIL SAMPLES

ASSUMING REMEDIATION OF SELECT AREAS OF THE SITEOCI SITE

Sample

SS-1SS-2SS-3SS-4SS-5SS-6SS-7SS-8SS-10SS-11SS-1 2SS-1 3SS-1 6SS-1 8SS-19SS-20SS-31SS-32SS-33SS-39SS-40SS-41SS-42SS-43SS-44SS-45SS-49SS-50SS-51SS-52SS-57SS-58SS-59SS-60SS-61SS-63SS-64SS-65SS-67SS-68SS-69SS-73SS-74SS-75SS-77SS-78SS-79SS-80SS-81

beryliium In Remediated(mg/kg) Beryllium Beryllium

0.33 -111 -1110.28 -1 27 -1 270.67 -0 40 -0 400.39 -0 94 -0 940.61 -0 49 -0 490.3 -1 20 -1 200 05 -3 00 -3 000.38 -0 97 -0 970.35 -1 05 -1 050.55 -0 60 -0 600.38 -0 97 -0 970.24 -1 43 -1 431.2 018 018

0 06 -2 81 -2 811.8 059 - 7 5 62.5 0 92 -1 561.3 026 - 756

0.29 -1 24 -7 560.26 -1 35 -7 560.26 -1 35 -1 350.27 -1 31 -i 560.22 -1 51 -1 510.39 -0 94 -0 940.36 -1 02 -1 021.5 041 041

0.69 -0 37 -0 370.22 -1 51 -1 510.22 -1 51 -1 510.42 -087 - 7 5 60.79 -0 24 -0 240.21 -1 56 -1 560.25 -1 39 -1 390.31 -1 17 -7 560.6 -051 - 7 5 60.32 -1 14 -1 140.4 -0 92 -0 920.71 -0 34 -0 340.87 -0 14 -0140.27 -1 31 -1 310.36 -1 02 -1 020.3 -1 20 -1 20

0.34 -1 08 -1 080.27 -1 31 -1 310.56 -0 58 -0 580 37 -0 99 -0 990.89 -0 12 -0 120.23 -1 47 -1 470.39 -0 94 -0 940.88 -0 13 -7 56

BEHP In Remediated(ug/kg) BEHP BEHP

340 5 83 5 83290 5 67 5 671500 7 31 7 31360 589 5191100 700 700

190000 12 15 12 152900 7 97 7 979900 9 20 9 203500 8 16 8167400 8 91 8 917200 8 88 8 881100 7 00 7 00510 623 623

75000 1 1 23 1 1 2312000 9 39 8 3215000 9 62 8 82

160 5 08 8 82140 4 94 C 3271 4 26 8 82

1850 752 752120 4 79 8 82190 525 525200 5 30 5 30190 525 525800 6 68 6 6840 3 69 3 69

5500 861 8613200 8 07 8 07

66000 1110 8822100 7 65 7 655500 861 86115000 9 62 9 6218000 9 80 8 8247000 1076 8825000 8 52 8 523850 8 26 8 268700 9 07 9 073900 8 27 8 273400 813 81319000 9 85 9 8568000 11 13 11 132900 7 97 7 976600 8 79 8 79950 6 86 6 86

2000 7 60 7 609500 9 16 9165800 8 67 8 672900 7 97 7 97

28000 1024 882

Dieldrin In Remediated(ug/kg) Dieldrin Dieldrin

165 2 80 2 808 5 2 14 2 1495 225 2259 2 20 2 2019 294 294145 4 98 4 988 2 08 2 08

8 5 2 14 2 14175 286 286175 286 286185 292 29217 283 28318 289 289

220 5 39 5 39175 286 260175 286 260

260260260

36 1 28 1 282 0 69 0 69

3 85 1 35 1 35195 297 297

2.1 0 74 0 74140 4 94 4 9434 3 53 2 60

215 307 3071 75 0 56 0 56105 235 2352 05 0 72 0 7262 413 26019 294 2942 2 0 79 0 79140 4 94 4 94165 2 80 2 80185 292 29210 2 30 2 30

0.83 -019 -01919 294 29462 413 413

1 95 0 67 0 6717 2 83 2 8319 0 64 0 643.7 1 31 1 31390 5 97 2 60

Qualifiers for all data points are presented on Table 2Shaded samples are those selected for remediation Assumed concentrations following remediation are thosepresented on Paae 8 of Work Plan

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TABLE 4 Page 10 of 16SUMMARY OF ANALYTICAL DATA FOR SURFACE AND NEAR SURFACE SOIL SAMPLES

ASSUMING REMEDIATION OF SELECT AREAS OF THE SITEOCI SITE

SampleSS-82SS-83SS-84SS-85SS-86SS-87SS-89SS-93SS-94SS-95SS-96SS-97SS-98SS-1 03SS-1 04SS-1 05SS-1 06SS-1 07SS-1 08SS-1 09SS-1 10SS-1 14SS-1 15SS116SS-1 20SS-1 21SS-1 22SB-32ESB-33ASB-37ASB-49ASB-49BSB-49CSB-49DSB-54ASB-54CSB-54BSB-54DSB-55ASB-55BSB-55CSB-55DSB-56ASB-56BSB-56DSB-57CSB-58ASB-58BSB-58C

beryllium In Remediated(mg/kg) Beryllium Beryllium

1.1 010 0100.3 -1 20 -1 20

BEHP In Remediated(ug/kg) BEHP BEHP

10000 921 9212400 7 78 7 78

Dieldnn In Remediated(ug/kg) Dieldrin Dieldnn

10 2 30 2 301.3 026 026

0.23 -147 -147 2800 794 794 " 195 297 2 970.23 -1 47 -1 471.5 041 -7560.46 -0 78 -0 780.63 -046 -7560.69 -0 37 -1 561.7 0 53 -7 561 000 - 756

0.68 -0 39 -7 560.97 -0 03 -7 560.65 -0 43 -0 430.88 -013 -7 560.56 -0 58 -1 560.9 -011 -7564 1 39 -7 56

0.79 -0 24 -0 240.73 -0 31 -0 310.87 -0 14 -0 140.67 -0 40 -0 400.22 -1 51 -1 510.55 -0 60 -0 600.49 -0 71 -0 710.22 -1 51 -1 510.53 -0 63 -0 630.22 -1 51 -1 510.11 -221 -2210.32 -1 14 -1 140.34 -1 08 -1 080.66 -0 42 -0 420.1 -2 30 -2 300.1 -2 30 -2 30

0.37 -0 99 -0 990.33 -111 -111

—1.1 010 0101.2 018 0181.8 0 59 0 59

0.34 -1 08 -1 080.44 -0 82 -0 820.14 -1 97 -1 970.63 -0 46 -0 460.36 -1 02 -1 020.26 -1 35 -1 350.66 -0 42 -0 421.2 018 0181.3 026 026

0.64 -0 45 -0 45

2800 7 94 7 9435000 1046 8826100 8 72 8 827000 8 85 8 823700 8 22 8 8229000 1028 882220000 12 30 8 8227000 1020 88219000 9 85 8 8210000 921 92127000 1020 88220000 9 90 8 82150000 1192 88230000 10 31 8 8229000 1028 102814000 9 55 9 551500 731 73110000 921 921180 519 519

30000 1031 1031235 5 46 5 46185 522 522

3700 8 22 8 22175 516 516175 516 516215 537 537185 522 522600 6 40 6 40175 516 516175 516 51660 4 09 4 09

5300 8 58 8 5813000 9 47 9 477200 8 88 8 8814000 9 55 9 5513000 947 9473200 8 07 8 073000 8 01 8 012200 7 70 7 7014000 9 55 9 5511000 931 931

330 5 80 5 804200 8 34 8 342400 7 78 7 783400 813 8132600 7 86 7 86

19 0 64 0 64

195 297 260

210 535 26083 4 42 2 60180 519 260310 5 74 2 60190 525 260

61 411 2 60

23 5 3 16 2 60

19 294 294

0.61 -0 49 -0 4911 0 10 0 101 75 0 56 0 560.65 -0 43 -0 431 75 0 56 0 561 75 0 56 0 561 75 0 56 0 5610 2 30 2 30

10 230 23011 2 40 2 409 2 20 2 20

24 318 3184 5 1 50 1 5085 214 21446 3 83 3 8358 4 06 4 061.7 053 05385 214 2148 2 08 2 08

85 214 2143 4 1 22 1 22

Qualifiers for all data points are presented on Table 2Shaded samples are those selected for remediation Assumed concentrations following remediation are thosepresented on Page 8 of Work Plan

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TABLE 4 Page 11 of 16SUMMARY OF ANALYTICAL DATA FOR SURFACE AND NEAR SURFACE SOIL SAMPLES

ASSUMING REMEDIATION OF SELECT AREAS OF THE SITEOCI SITE

Sample

SB-58DSB-59ASB-59BSB-59CSB-59DMW-22D3-DD3-E

SS-200SS-201SS-202SS-203SS-204SS-205SS-206SS-207SS-208SS-209SS-210SS-211SS-212SS-213SS-214SS-215SS-216SS-217SS-218SS-219SS-220SS-221SS-222SS-223SS-224SS-225SS-226SS-227SS-228SS-229SS-230SS-231SS-232SS-233SS-234SS-235SS-243SS-244SS-248SS-249

beryllium In Remediated

(mg/kg) Beryllium Beryllium

0.24 -1 43 -1 430.46 -0 78 -0 780.35 -1 05 -1 050.11 -221 -2210.14 -1 97 -1 970.37 -0.99 -7 560.44 -0 82 -0 820.45 -0 80 -0 80

0.15 -1 90 -1 900.24 -1.43 -7 560.18 -1.71 -1.710.32 -1.14 -7 560.35 -1.05 -7 560.3 -1 20 -1 20

0.31 -1 17 -1 170.89 -0 12 -0 120.18 -1 71 -1 710.46 -0 78 -0 780.69 -0 37 -0 370.38 -0 97 -0 970.27 -1 31 -1 310.39 -0 94 -0 941.9 0.64 -1 56

0.69 -037 - 7 5 61 000 -156

0.76 -0 27 -0 27

1.4 0 34 -7 561.1 0.10 -1 561.7 0.53 -7 56

0.66 -042 - 7 5 62.9 1 06 -7 563.3 1.19 -7 56

0.18 -1 71 -1 710.75 -0 29 -0 293.1 1 13 1 1 3

3.1 1 13 1 131.3 0.26 -7 56

BEHP In Remediated(ug/kg) BEHP BEHP

170 514 514360 5 89 5 8979 4 37 4 3760 4 09 4 0945 381 3 81

16000 9 68 8 82310 5 74 5 741600 7 38 7 38

3300 810 810230000 12.35 8 82200000 12.21 8 82130000 11.78 88244000 10.69 8 8214000 9 55 9 5539000 1057 105728000 1024 10243800 8 24 8 2411000 931 9315000 8 52 8 5212000 9 39 9 397300 8 90 8 9025000 1013 101351000 10.84 8 8230000 1031 88245000 10 71 8 3216000 9 68 9 68

93000 1 1 44 8 32120000 1170 83246000 10.74 8 82130000 1178 88259000 1099 88269000 1114 882

850 6.75 S 828200 9 01 9 01

90000 11 41 11 41

34000 1043 10435500 8.61 8 82

Dieldrin In Remediated

(ug/kg) Dieldrin Dieldrin

1 7 0 53 0 53195 067 0671 75 0 56 0 560.36 -1 02 -1 0217 0 53 0 5385 214 2602.7 0 99 0 992.9 1 06 1 06

13 2.56 26013 256 26051 3 93 3 93

43 3 76 3 7614 2 64 2 6420 3 00 3 0020 3 00 3 0036 3 58 3 58

740 661 2 6013 256 26061 411 2 6018 2 89 2 89

710 2.90 2 60120 2.90 26046 2.90 2 6030 2.90 2 60

125 290 2.5348 2.90 2 60

11.5 2.90 2.44

13 256135 2.60 260

Qualifiers for all data points are presented on Table 2Shaded samples are those selected for remediation Assumed concentrations following remediation are thosepresented on Paae 8 of Work Plan

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TABLE 4 Page 12 of 16SUMMARY OF ANALYTICAL DATA FOR SURFACE AND NEAR SURFACE SOIL SAMPLES

ASSUMING REMEDIATION OF SELECT AREAS OF THE SITEOCI SITE

Sample

SS-256SS-257SS-258SS-259SS-260SS-261SS-278SS-279SS-280SS-281SS-282SS-283SS-284SS-285SS-286SS-287

MEANCOUNTSSx95%UCL

beryllium In Remediated(mg/kg) Beryllium Beryllium

1.1 010 0100.44 -0 82 -0 820.63 -0 46 -0 460.44 -0 82 -0 821.3 026 0261.7 053 053

07 -07 -11140 140 14007 08 0710 1 0 1 0 1

0 79 0 79 0 51Cancer Risk 7.1E-06 5.2E-06

BEHP In Remediated(ug/kg) BEHP BEHP

6400 8 76 8 761500 7 31 7 311600 7 38 7 387100 8 87 8 876300 8 75 8 7517000 9 74 9 74

217328 84 81141 141 141

42243 9 2 1 1 6535576 02 01427645 70906 19441

1.3E-05 5.8E-06

Dieldrin In Remediated(ug/kg) Dieldrin Dieldrin

125 2 53 2 53125 253 25313 256 25613 256 25613 256 25683 4 42 4 42

46 3 2 5 2 2111 111 113

1111 1 5 1 19105 01 0 164 57 25

2.0E-05 8.6E-06

Qualifiers for all data points are presented on Table 2Shaded samples are those selected for remediation Assumed concentrations following remediation are thosepresented on Page 8 of Work Plan

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TABLE 4 Page 13 of 16SUMMARY OF ANALYTICAL DATA FOR SURFACE AND NEAR SURFACE SOIL SAMPLES

ASSUMING REMEDIATION OF SELECT AREAS OF THE SITEOCI SITE

Sample

SS-1SS-2SS-3SS-4SS-5SS-6SS-7SS-8SS-10SS-11SS-1 2SS-1 3SS-1 6SS-1 8SS-1 9SS-20SS-31SS-32SS-33SS-39SS-40SS-41SS-42SS-43SS-44SS-45SS-49SS-50SS-51SS-52SS-57SS-58SS-59SS-60SS-61SS-63SS-64SS-65SS-67SS-68SS-69SS-73SS-74SS-75SS-77SS-78SS-79SS-80SS-81

Aroclor 1248

(ug/kg)

8555047545595

70040543527002700

90859095

1400015000

3620

385195

13002907400215200

4500170017000

1902751200165

5200680470040003600

280036001500850074000

In

Aroclor 1248

4446313863824556553 70377790790450444450455955962

358300365527

7 175678915375308417449745255627095 118566528468298 19

7948 1973190511 21

Remediated

In Aroclor 1248

444631386382455655370377790790450444450455730730

358300365527

7 175677305375308417307305255627095 118566528468298 19

794819731905730

rCDD/TCDFs Remediated

(ug/kg) TCDD/TCDFs

0.0037 0 0037

0.0933 0 0933

0.26 0 260.185 0185

0.00225 0 002250.216 0216

01215 01215

0 183 0 183

0.145 0 145

0.138 0138

0 163 0 16

0.209 0 04

Qualifiers for all data points are presented on Table 2Shaded samples are those selected for remediation Assumed concentrations following remediation are thosepresented on Paqe 8 of Work Plan

Page 66: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

TABLE 4 Page 14 of 16SUMMARY OF ANALYTICAL DATA FOR SURFACE AND NEAR SURFACE SOIL SAMPLES

ASSUMING REMEDIATION OF SELECT AREAS OF THE SITEOCI SITE

Sample

SS-82SS-83SS-84SS-85SS-86SS-87SS-89SS-93SS-94SS-95SS-96SS-97SS-98SS-1 03SS-1 04SS-1 05SS-106SS-1 07SS-1 08SS-1 09SS-1 10SS-1 14SS-1 15SS116SS-1 20SS-1 21SS-1 22SB-32ESB-33ASB-37ASB-49ASB-49BSB-49CSB-49DSB-54ASB-54CSB-54BSB-54DSB-55ASB-55BSB-55CSB-55DSB-56ASB-56BSB-56DSB-57CSB-58ASB-58BSB-58C

Aroclor 1248(ug/kg)

350011009200490

14000195

910032000950020009109000

45000130001400920020009200950

4313002900

1400

17521 5175

175175175600

560054004400

909085

5205401752200230027004900

InAroclor 1248

8167009136 199555.279.1210379.167606.819.10

10.719477249.137609 13686

3767 17797

724

286307286

286286286640

863859839450450444625629286770774790850

RemediatedIn Aroclor 1248

816700

rCDD/TCDFs Remediated(ug/kg) TCDD/TCDFs

9136 197305.27730730730730730730

730730730730760913686

3767 17797

724

286307286

286286286640

863859839450450444625629286770774790850

0.793 0 04

0.288 0 040.18 0 04

0.303 0 303

Qualifiers for all data points are presented on Table 2Shaded samples are those selected for remediation Assumed concentrations following remediation are thosepresented on Paae 8 of Work Plan

Page 67: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

TABLE 4 Page 15 of 16SUMMARY OF ANALYTICAL DATA FOR SURFACE AND NEAR SURFACE SOIL SAMPLES

ASSUMING REMEDIATION OF SELECT AREAS OF THE SITEOCI SITE

Sample

SB-58DSB-59ASB-59BSB-59CSB-59DMW-22D3-DD3-E

SS-200SS-201SS-202SS-203SS-204SS-205SS-206SS-207SS-208SS-209SS-210SS-211SS-212SS-213SS-214SS-215SS-216SS-217SS-218SS-219SS-220SS-221SS-222SS-223SS-224SS-225SS-226SS-227SS-228SS-229SS-230SS-231SS-232SS-233SS-234SS-235SS-243SS-244SS-248SS-249

Aroclor 1248(ug/kg)

443501751717

3300

195

4202100

24000480001900011001600430093081017082012002200

92000420007000830

1200041000320060003400024001100037003800

820086005200

34009500

InAroclor 1248

3785862862832838 10

297

604765100910789857007388 376846705 1467170977011 431065S85672

93910628078701043778931822824

901906856

8 13916

RemediatedIn Aroclor 1248

378586286283283730

297

6047307307307307007388376846705 146717097707307307306 72

730730730730730730730822824

901730856

8 13730

rCDD/TCDFs Remediated(ug/kg) TCDDn-CDFs

0 078 0 0780 0045 0 00450081 00810 039 0 0390 062 0 0620 47 0 04012 004

0 096 0 0960 09 0 09151 0 04

Qualifiers for all data points are presented on Table 2Shaded samples are those selected for remediation Assumed concentrations following remediation are thosepresented on Paqe 8 of Work Plan

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TABLE 4 Page 16 of 16SUMMARY OF ANALYTICAL DATA FOR SURFACE AND NEAR SURFACE SOIL SAMPLES

ASSUMING REMEDIATION OF SELECT AREAS OF THE SITEOCI SITE

Sample

SS-256SS-257SS-258SS-259SS-260SS-261SS-278SS-279SS-280SS-281SS-282SS-283SS-284SS-285SS-286SS-287

MEANCOUNTSSx95%UCL

Aroclor 1248

(ug/kg)11000320770560

30002900

62262130

132523116238158

Cancer Risk

InAroclor 1248

931577665633801797

7013023020

297471.4E-04

RemediatedIn Aroclor 1248

931577665633801797

651301 770164896

3.0E-05

rCDD/TCDFa(ug/kg)

0028

0057

007

02129

0300055

0.30045.5E-05

Remediated

TCDD/TCDFs

0028

0057

007

00929

0080014

0.11752.5E-05

Total Carcinogenic Risk for All Chemicals

Pre-Remediation 2.6E-04

Post Remediation 8.2E-05

Qualifiers for all data points are presented on Table 2Shaded samples are those selected for remediation Assumed concentrations following remediation are thosepresented on Paae 8 of Work Plan

Page 69: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

FIGURES

(PARTI)

Page 70: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

,-IM- i r-» i» • -i i-.--' i m-ftiJ" i . i . i i \ --Vxi-V W X Y 2 ^ %;;BB CC DD EE;FF GC ffl&-N 0 P Q R S T 'U

Soil Sampling LocationsLEGEND

Soil Sample Location##(wi thout pref ix ) - Surface Soil Sample Location

SB-## = Subsurface Soil Sample Location

Organic Chemicals, Inc.Grandville, Michigan

Figure #1

0 25 50 75

NoteAdopted from EPA's Soil Contominot.on Exceeding Cleanup Goals drow.ng.

Approximate scale in feet

DRAWING DATE: 8-31 -2001

PROJECT NUMBER: 1059

PROJECT MANAGER: JER

: 1059-2-44

X. BAP

Environmental Engineering A: Regulatory ConsultingTraverse City (231) 922-7400 LJvonio (734) 953-6486

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Areas of Site Identified for Remediation> Soil Sample Location

##(without pref ix) = Surface Soil Sample LocationSB-## = Subsurface Soil Sample Location

I•1 Grid identif ied for remediation

Note:Adopted from EPA's Soil Contamination Exceeding Cleanup Goals drawing.

Organic Chemicals, Inc.Grandville, Michigan

Figure

0 25 50 75

Approximate scale in feet

DRAWING DATE: 8-31 -2001

PROJECT NUMBER: 1059

PROJECT MANAGER: JER

CAD FILE: 1059-2-45

DRAWN BY: BAP

Environmental Engineering & Regulatory ConsultingTraverse City (231) 922-7400 Livonia (734) 953-6486

Page 72: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

FIGURES

(PART 2)

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N 0 P 0 R S T i

4 1

LEGEND

Per meter Dust Monitoring Loca* ion

ocat ion of Decon/Access Areo

Locat ion of Si l t Fence

Soil Sample Location^(without p re f i x ) = Sur face Soil Sample Locat ion

SB-$$ = Subsurface Soil Sample ^ ation

NoteAdopted f rom EPA b Soil Contamination Lxceedinq Lleonup Goals drawing

br id ident i f ied tor remediation

LOCATION

Organ L Chemicals nre Michigan

Figuie #

0 25 bO 75

Approximate scale n feet

DRAWING DATE 8-31 20C1

PROJECT NUMBER 1059

PROJECT MANAGER JER

CAD FILE 1059-2-46

l oca t ion of Remediat ion Ad v i t es

DRAWN BY BAP

Snjineenng * Regulatory ConsvltinyT.averse City (231) 922 7400 womo '34) 953 b48b

Page 74: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

APPENDIX A

PRE-DESIGN SOIL SAMPLING DATA

Page 75: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 1 of 52

SS-200 SS-201

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bir.(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration

0.15

968

3435

6706706703300

420

Qualifier

B

JJUUUB

D

Concentration

0.24

2560

36003600360036003600

230000

2100

Qualifier

B

UUUuu

DB

D

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 2 of 52

SS-202 SS-203

Concentration

MetalsBeryllium (mg/kg)Chromium (mg/kg)

0.18

Lead (mg/kg) ' 4200

SemivolatilesBenzo(a)anthacene (ug/kg) 4200Benzo(a)pyrene (ug/kg) 4200Benzo(b)fluoranthene (ug/kg) 4200Dibenzo(a,h)anthracene (ug/kg) 4200lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

4200200000

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

24000

Qualifier

B

UUUuu

DB

D

Concentration

0.32

2890

35003500350035003500

130000

2648000

Qualifier

B

UUUuu

DB

U

D

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 3 of 52

SS-204 SS-205

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration

0.35

2120

3500

190350035003500

44000

2619000

Qualifier

B

UJUuu

DL

UDP

Concentration

0.3

380

4247350350230

14000

511100

Qualifier

B

JJUUJ

DB

PD

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 78: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 4 of 52

SS-206 SS-207

MetalsBeryllium (mg/kg)

Concentration

0.31Chromium (mg/kg)Lead (mg/kg)

Semivolatiles

1990

Benzo(a)anthacene (ug/kg) 3500Benzo(a)pyrene (ug/kg) 3500Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)

350035003500

Bis(2-ethylhexyl)phthalate (ug/kg) 39000

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg) 1600

Dioxins/Furans

Qualifier

B

UUuuu

DB

D

2,3,7,8-TCDD Equivalence

Concentration

0.89

736

660840350035003500

28000

4300

Qualifier

DJ

DJUUU

DB

D

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 79: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 5 of 52

SS-208 SS-209

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

Semivolatiles

Concentration

0.18

1010

Benzo(a)anthacene (ug/kg) ; 52Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

603403402103800

Pesticides/PCBsDieldnn (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans

930

Qualifier

B

JJUUJ

DB

D

2,3,7,8-TCDD Equivalence

Concentration

0.46

244

300320360290450

11000

43810

0.078

Qualifier

B

JDJ

J

DB

D

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 6 of 52

SS-210 SS-211

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Concentration Qualifier

0.69

244

2200300031001200 J27005000 B

14 J170 DP

Dioxins/Furans2,3,7,8-TCDD Equivalence 0.0045

Concentration Qualifier

0.38 B

324

270 J330 DJ370330 J420

12000 DB

20 PJ820 DP

0.081

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 7 of 52

SS-212 SS-213

Metals

Concentration

Beryllium (mg/kg) 0.27Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

227

18015013034092

7300

201200

0.039

Qualifier

B

JJJUJ

DB

JD

Concentration

0.39

190

4947340340340

25000

362200

0.062

Qualifier

B

JJUUU

DB

D

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 82: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 8 of 52

SS-214 SS-215

MetalsBeryllium (mg/kg)

Concentration

1.9Chromium (mg/kg)Lead (mg/kg) 1850

SemivolatilesBenzo(a)anthacene (ug/kg) 190Benzo(a)pyrene (ug/kg) 3400Benzo(b)fluoranthene (ug/kg) 3400Dibenzo(a,h)anthracene (ug/kg) , 3400lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBs

340051000

Dieldrin (ug/kg) 740Aroclor 1248 (ug/kg) 92000

Dioxins/Furans2,3,7,8-TCDD Equivalence 0.47

Qualifier

JUUUu

DB

DP

Concentration

0.69

545

2003500350035003500

30000

2642000

0.12

Qualifier

JUUUu

DB

UD

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 9 of 52

SS-216 SS-217

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans

Concentration

1

878

330410350035003500

45000

617000

Qualifier

J

DJUUU

DB

PD

2,3,7,8-TCDD Equivalence

Concentration

0.76

231

410440420110280

16000

18830

Qualifier

UJJOBUJJJ

JDB

PJJD

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 10 of 52

SS-218 SS-219

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration Qualifier

0.096

Concentration Qualifier

1.16

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 11 of 52

SS-220 SS-221

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration

1.4

2400

270140180018001800

93000

71012000

1.51

Qualifier

JJ

UUu

DB

DD

Concentration

1.1

4050

1600140160016001600

120000

12041000

Qualifier

UJJUJUJUJ

JDB

JPJD

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 86: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 12 of 52

SS-222 SS-223

Metals

Concentration

Beryllium (mg/kg) 1.7Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)

813

120

Benzo(a)pyrene (ug/kg) 160Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans

170017001700

46000

463200

Qualifier

J

JU

UU

DB

PD

2,3,7,8-TCDD Equivalence

Concentration

0.66

6420

120120170017001700

130000

306000

Qualifier

J

JUUu

DB

PD

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable datap = >25% difference between 2 GC columns. Lower of the values reported

Page 87: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 13 of 52

SS-224 SS-225

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration

2.9

806

3905005801600430

59000

2534000

Qualifier

JJ

JUJ

DB

UD

Concentration

3.3

2600

100110170017001700

69000

482400

Qualifier

JJU

UU

DB

PP

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 88: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 14 of 52

SS-226 SS-227

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

Semivolatiles

Concentration

0.18

138

Benzo(a)anthacene (ug/kg) 1700Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

1201700170017001700

2311000

Qualifier

B

J

JUJ

UJUJu

uD

Concentration

0.75

395

510076008800890

73008200

3700

Qualifier

J

B

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 89: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 15 of 52

SS-228 SS-229

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration Qualifier

3.1

491

3404001700170036090000

JJUUJDB

3800

Concentration Qualifier

219

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 90: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 16 of 52

SS-230 SS-231

Concentration Qualifier

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

2320

Concentration Qualifier

1040

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 91: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 17 of 52

SS-232 SS-233

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration Qualifier

4300

Concentration Qualifier

12.8

Shaded ceils = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 92: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 18 of 52

SS-234 SS-235

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-etr>ylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration Qualifier

8200

Concentration Qualifier

8600

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 93: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 19 of 52

SS-236 SS-237

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration Qualifier

0.27 U

Concentration Qualifier

0.27 U

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 94: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 20 of 52

SS-238 SS-239

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration Qualifier

0.27 U

Concentration

0.31

Qualifier

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 95: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 21 of 52

SS-240 SS-241

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration Qualifier

0.27 U

Concentration

0.31

Qualifier

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 96: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 22 of 52

SS-242 SS-243

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration Qualifier

0.26 U

Concentration Qualifier

5200

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 97: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 23 of 52

SS-244 SS-245

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration Qualifier

173

Concentration Qualifier

0.25 U

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 98: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 24 of 52

SS-246 SS-247

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration

0.34

Qualifier Concentration Qualifier

0.25 U

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 99: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 25 of 52

SS-248 SS-249

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration

3.1

383

440330340140240

34000

263400

Qualifier

DJJUJJ

DB

U

Concentration

1.3

374

22001700220060010005500

279500

Qualifier

JJ

JJ

JB

UD

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 100: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 26 of 52

SS-250 SS-251

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration

0.27

Qualifier

U

Concentration Qualifier

0.26 U

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 101: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 27 of 52

SS-252 SS-253

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration Qualifier

0.29 U

Concentration

0.35

Qualifier

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 102: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 28 of 52

SS-254 SS-255

Concentration Qualifier

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

0.26 U

Concentration Qualifier

0.26 U

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 103: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 29 of 52

SS-256 SS-257

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration

1.1

205

30044056017008806400

259100

Qualifier

E

JJJUUB

UJJE

Concentration

0.44

37

62079093018004501500

25400

Qualifier

B

E

JJJJJ

JB

U

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 104: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 30 of 52

SS-258 SS-259

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)

Concentration

0.63

81

240340480170017001600

26Aroclor 1248 (ug/kg) 870

Dioxins/Furans2,3,7,8-TCDD Equivalence

Qualifier

E

JJJUU

JB

U

Concentration

0.44

230

240

35017001700320

7100

261200

0.028

Qualifier

B

E

JJUUJB

U

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 105: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 31 of 52

SS-260 SS-261

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration Qualifier

1.3

112 E

180024002600390 J19006300 B

26 U1200

Concentration Qualifier

1.7

288 E

220 J280 DJ1600 U1600 U1600 U17000 DB

832600

0.057

Shaded cells = Chemical not a selected analyte

U - Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 106: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 32 of 52

SB-262B SB-262C

MetalsBeryllium (mg/kg)Chromium (mg/kg)

Concentration

0.1

Lead (mg/kg) 9.8

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)

350350350350350

1600

Aroclor 1248 (ug/kg) 34

Dioxins/Furans2,3,7,8-TCDD Equivalence

Qualifier

U

E

UUUuuB

U

Concentration

0.1

13.8

3403403403403401600

33

Qualifier

U

E

UUUuuB

U

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 107: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 33 of 52

SB-263B SB-263C

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration

0.11

12700

34003400340034003400

23000

1900

Qualifier

B

E

UUUuuB

Concentration

0.12

51.1

340340340340340

5200

57

Qualifier

B

E

UUUuu

DB

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 108: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 34 of 52

SB-264B SB-264C

Concentration

MetalsBeryllium (mg/kg) 0.13Chromium (mg/kg)Lead (mg/kg) 1590

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)

36003600

Benzo(b)fluoranthene (ug/kg) 3600Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)

36003600

Bis(2-ethylhexyl)phthalate (ug/kg) 26000

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg) 2000

Dioxins/Furans

Qualifier

B

E

UUUuuB

2,3,7,8-TCDD Equivalence

Concentration

0.13

54.1

350350350350350

2700

390

Qualifier

B

E

UUuuuB

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated value0 = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 109: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 35 of 52

SB-265B SB-265C

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-eihylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration

0.21

228

37025

370370370

2200

2688

Qualifier

B

E

UJUuuB

U

Concentration

0.11

229

340340340340340

8400

26160

Qualifier

B

E

UUUuu

DB

U

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 110: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 36 of 52

SB-266B SB-266C

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)

Concentration

0.93

243

340Benzo(a)pyrene (ug/kg) 340Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBs

340340340

19000

Dieldrin (ug/kg) 25Aroclor 1248 (ug/kg)

Dioxins/Furans

40000

Qualifier

E

UUUuu

DB

UD

2,3,7,8-TCDD Equivalence 0.085

Concentration

0.13

32.1

360360360360360

4100

277800

0.006

Qualifier

B

UUUuuD

UJDP

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

Page 111: FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC ...201010 FINAL REMEDIAL DESIGN ORGANIC CHEMICALS, INC. SITE Grandville, MI September 7, 2001 m t i i 11 Im I i I i i U Utnd L 'J • www.':nm

Organic Chemicals Inc.Pre-Design Soil Data

Page 37 of 52

SB-267B SB-267C

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration

0.21

39.3

37050370370370

13000

295000

Qualifier

B

E

UJUuu

DB

U

Concentration

0.13

309

33003300330033003300

93000

18

Qualifier

B

E

UUUuu

DB

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated value0 = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 38 of 52

SB-268B SB-268C

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration

0.13

457

370370370370370

7000

32340

0.07

Qualifier

B

E

UUUuu

DB

UJ

Concentration

0.13

5.9

360360360360360170

2.736

0.0037

Qualifier

B

UUUuuJ

uu

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable datap = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 39 of 52

SB-269B SB-269C

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans

Concentration

0.17

129

37037037037037037

2.836

Qualifier

B

UUUuuJ

uu

2,3,7,8-TCDD Equivalence

Concentration

0.1

2.8

35035035035035095

2.735

Qualifier

B

UUUuuJ

uu

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >2S% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 40 of 52

SB-270B SB-270C

Concentration Qualifier

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

Semivolatiles

0.26

78

Benzo(a)anthacene (ug/kg) 310 JBenzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans

290 J240 J97 J190 J1500

27 U360

2,3,7,8-TCDD Equivalence

Concentration

0.11

5.9

350350350350350350

2.612

Qualifier

B

UUUuuu

uJ

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 41 of 52

SB271B SB272B

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration

0.24

118

3901850185018501850

12000

243700

0.03

Qualifier

J

UUUu

PJJD

Concentration

0.17

8.2

360360360360360360

27110

Qualifier

B

UUUuuu

u

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 42 of 52

SB272C SB273B

MetalsBeryllium (mg/kg)

Concentration

0.07Chromium (mg/kg) ,Lead (mg/kg) 2.2

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)

19350350350350

36

2.6

Aroclor 1248 (ug/kg) 35

Dioxins/Furans

Qualifier

B

J

UUUuJ

uu

2,3,7,8-TCDD Equivalence

Concentration

0.13

4.6

35035035035035039

2627

Qualifier

B

UUUuuJ

uJ

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 43 of 52

SB273C SB274B

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans

Concentration

0.12

2.6

350350350350350350

2.634

Qualifier

B

UUUuuu

uu

2,3,7,8-TCDD Equivalence

Concentration

0.27

268

1902402707502202400

7100

Qualifier

B

E

JJJ

UJJ

JB

D

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 44 of 52

SB275B SB276B

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)

Concentration

0.12

15.3

340Benzo(a)pyrene (ug/kg) 340Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans

340340340300

1500

Qualifier

B

UUUuuJ

JD

2,3,7,8-TCDD Equivalence

Concentration

0.12

7.3

350350350350350120

2672

0.0042

Qualifier

B

UUUuuJ

u

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 45 of 52

SB277B SS278

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration Qualifier

0.09

1.7

340340340340340340

2633

0.0035

B

UUUUUU

UU

Concentration Qualifier

184

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE - Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 46 of 52

SS279 SS280

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration Qualifier

5650

Concentration Qualifier

1210

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 47 of 52

SS281 SS282

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg;

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration Qualifier

4670

Concentration Qualifier

1630

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 48 of 52

SS283 SS284

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration Qualifier

901

Concentration Qualifier

852

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 49 of 52

SS285 SS286

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration Qualifier

1350

Concentration Qualifier

466

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 50 of 52

SS287 SB288B

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration Qualifier

007

Concentration Qualifier

2.6

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 51 of 52

SB288C SB288D

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-ethylhexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration Qualifier Concentration Qualifier

5.8

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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Organic Chemicals Inc.Pre-Design Soil Data

Page 52 of 52

SB289B SB289C

MetalsBeryllium (mg/kg)Chromium (mg/kg)Lead (mg/kg)

SemivolatilesBenzo(a)anthacene (ug/kg)Benzo(a)pyrene (ug/kg)Benzo(b)fluoranthene (ug/kg)Dibenzo(a,h)anthracene (ug/kg)lndeno(1,2,3-cd)pyrene (ug/kg)Bis(2-eihy!hexyl)phthalate (ug/kg)

Pesticides/PCBsDieldrin (ug/kg)Aroclor 1248 (ug/kg)

Dioxins/Furans2,3,7,8-TCDD Equivalence

Concentration Qualifier

2.7

Concentration Qualifier

4.4

Shaded cells = Chemical not a selected analyte

U = Compound analyzed for but not detectedJ = Estimated valueD = Compound identified at secondary dilutionE = Cone, exceeds calibration rangeR = Unuseable dataP = >25% difference between 2 GC columns. Lower of the values reported

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APPENDIX B

DATA VALIDATION REPORT

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DATA VALIDATION REPORT

Site name: Organic Chemical Inc.

Number and Type of Samples: 76 soil samples

Laboratory* Southwest Laboratories of Oklahoma

76 soil samples were collected over the period 05/07 to 5 '15,2001. All samples were shipped to SouthwestLaboratories of Oklahoma (SWLO). The laboratory recehed groups of samples over the period 05/8/2001 to5/17/2001. The samples were processed in four groups labeled SDG 46447. SDG 46448. SDG 46484. and SDB46546.

All samples were reported to have been received in good condition. Sample jars submitted in one cooler fromgroup SDG 46448 were received at a temperature of 12.8 Celsius, above the prescribed temperature of 4.0Celsius. Sample labels were intact on all jars. One labeling discrepancy was noted after receipt of analyticaldata. This was that sample SS-261 was entered and anahzed by SWLO as sample FD-261. This transcriptionhas been corrected on the data tables in Appendix A.

The samples were analyzed for a target list of three metals, six Semivolatiles and two pesticide/PCB analytes.All samples were analyzed according to methodologies presented in the Quality Assurance Project Planprepared for this work dated April 21, 2001.

A summary of the out-of-control audits and the possible effects on the data for this follows.

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1. HOLDING TIME

With the exception of the following, no problems were found for this qualification:

SDG 46448SS-226 had 2 base/neutral surrogates outside QC limits high and was re-extracted outside holding time andreanalyzed. Hits and non-detects for this sample are flagged J.

2. GC/MS TUNING AND GC INSTRUMENT PERFORMANCE

No problems were found for this qualification.

3. CALIBRATION

Initial Calibrations'1 criteria were within method limits.

Continuing Calibrations -

The following Aroclor samples are associated with a continuing calibration percent difference (%D) outsidemethod limits.

SDG-46447Aroclor 1260 analyzed on column DB-XLB on 5/23/01 at 2125 hours had a high average %D at 16.7 %.The %D was less than 25%. therefore, hits and non-detects are not flagged.

Aroclor 1016 and 1260 analyzed on columns DB-17MS and DB-XLB, on 5/24/01 at 0749 hours, had highaverage %Ds ranging from 48% to 54%. No data samples were run prior to the next in-control standard and.therefore, no data is flagged.

SDG-46484Aroclor 1260 analyzed on column DB17 on 5/25/01 at 2328 hours had a high average %D at 17.5 %.Aroclor 1260 analyzed on column PEST II on 5/20/01 at 0619 hours had a high average %D at 19.1 %. The%D was less than 25% in both cases, therefore, hits and non-detects are not flagged.

SDG-46546Aroclor 1260 analyzed on column PEST II on 6/01/01 at 1632 hours had a high average %D at 26.7%. Hitsand non-detects for samples run prior to the next in-control standard are flagged J. This includes SB-266CDL, SB-271BDL, and SB-275BDL.

Aroclor 1260 analyzed on column PEST II on 6/02/01 at 0041 hours had a high %D of 23.3. The %D wasless than 25%, therefore, hits and non-detects are not flagged.

The following pesticide samples are associated with a continuing calibration percent difference (%D) outsidemethod limits.

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SDG-46447CCV analyzed on column SPB-5 on 6/11/01 at 1522 hours had a high average %D at 16.6 %. The %D wasless than 25%, therefore, hits and non-detects are not flagged.

SDG-46484INDABL3 analyzed on column SPB-5 on 6/04/01 at 1929 hours had a high average %D at 15.8 %. The %Dwas less than 25%. therefore, hits and non-detects are not flagged.

SDG-46546INDABL3 analyzed on column SPB-5 on 6/06/01 at 2301 hours had a high average %D at 24.5%. The %Dwas less than 25% therefore hits and non-detects are not flagged.INDABL3 anahzed on column SPB-5 on 6/11/01 at 2134 hours had a high average %D at 32.0%. The %D was greater than 25%. therefore, hits and non-detects for samples run prior to the next in-control standardare flagged J. No analytical samples were run after this out of control calibration and. therefore, no data isqualified.INDABL3 analyzed on column SPB-5 on 6/11/01 at 2155 hours had a high average %D at 26.8%. The %D was greater than 25%, therefore, hits and non-detects for samples run prior to the next in-control standardare flagged J. No analytical samples were run after this out of control calibration and. therefore, no data isqualified. ~

Inorganic Serial Dilution (ICP)

SDG-46484The soil serial dilution was outside the control limits of 10% for lead. All associated samples were flaggedwith an E. This includes SS-256. SS-257. SS-258. SS-261, SB-262B. SB-262C. SB-263B. SB-263C. SB-264B. SB-264C. SB-265B. SB-265C. SB-266B, FD-266B. SB-267B. SB-267C. SB-268B. and SB-274B.

4. METHOD BLANKS

The target analyte bis2-ethylhexylphthalate was detected in the extraction blank for the following samplegroups SDG-46447. SDG-46448. and SDG-46484. Associated detected concentrations flagged as "B"include samples SS-200 through SS217. samples SS200DL through SS217DL. SS-220 through SS-228, SS-234. SS-235, SS-243. SS-248, SS-249. SS-220DL through SS-224 DL, SS-226 DL. SS-234 DL. SS-235 DL.SS-249 DL. SS-256 through SS-261, SB-262B. SB262C. SB-263B, SB263C, SB-264B. SB264C. SB-265B.SB265C. SB-266B. FD266B, SB-267B. SB267C. SB-268B. SB-274B. SB-263CDL. SB-267CDL. FD-261DL. SB-265CDL. SB-266BDL. SB-267BDL. SS-268BDL. and FD-266BDL as well as all associatedrerun samples.

The target inorganic analyte lead was detected in the calibration blanks for SDG-46447 and SDG46484 at alow concentrations below the Contract Required Detection Limit. As the concentrations were below theCRQL and less than 5x all reported sample concentrations, no action is required.

The target inorganic analyte beryllium was detected in the initial calibration blank for SDG-46546 . Allassociated hits for beryllium less than 5x the concentration detected in the blank were flagged B. non-detectswere not flagged.

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S. SYSTEM MONITORING COMPOUND AND SURROGATE RECOVERY

The following Arolcor samples have surrogate percent recoveries that exceed the upper limit of the criteriawindow. Hits are qualified "J" and non-detects are not flagged.

SDG-46447DBC recoveries for all samples with the exception of extraction blanks and laboratory control spikes wereoutside of QC limits high on either one or both columns due to interference. All undiluted samples withqualified hits in this case group are flagged J (Samples SS-200 through SS-217). Samples SS-200DLthrough SS-217DL are not flagged due to sample dilution.

SDG-46448DBC recoveries for all samples with the exception of extraction blanks and laboratory control spikes wereoutside of QC limits high on either one or both columns due to interference. All undiluted samples withqualified hits in this case group are flagged J (this includes SS-220, SS-221. SS-222. SS-223. SS-224, SS-225, SS-226, SS-227, SS-228, SS-234, SS-235, SS-243, SS-248. SS-249,). Samples SS-220DL. SS-221 DL.SS-222 DL, SS-223 DL, SS-224 DL, SS-226 DL, SS-234 DL, SS-235 DL, SS-249 DL are not flagged due tosample dilution.

SDG-46484DBC recoveries for many samples were outside of QC limits high on either one or both columns due tointerference and/or dilutions. All undiluted samples with qualified hits in this case group are flagged J (thisincludes SB-265B and SB-274B). The remaining samples outside of QC limits high were diluted and arenot flagged due to sample dilution.

SDG-46546DBC recoveries for many samples were outside of QC limits high on either one or both columns due tointerference and/or dilutions. All undiluted samples with qualified hits in this case group are flagged J (thisincludes SB-266C, SB-271B. and SB-275B). The remaining samples outside of QC limits high were dilutedand are not flagged due to sample dilution.

e following pesticide samples have surrogate percent recoveries outside the QC limit of the criteria window.

SDG-46447All surrogate results, with the exception of the extraction blanks and laboratory control spikes, areconsidered estimates due to dilutions. Many also had high recovery limits due to interference from highlevels of extractable organics. Diluted samples outside QC limits are not flagged due to sample dilution.

SDG-46448All surrogate results, with the exception of the extraction blanks and laboratory control spikes, areconsidered estimates due to dilutions. Many also had high recovery limits due to interference from highlevels of extractable organics. Diluted samples outside QC limits are not flagged due to sample dilution.Sample OC-FD223 had low recovery on one column for TCX.

SDG-46484All surrogate results, with the exception of the extraction blanks and laboratory control spikes, areconsidered estimates due to dilutions. Many also had high recovery limits due to interference fromextractable organics. Diluted samples outside QC limits are not flagged due to sample dilution.

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SDG-46546Sample SB-268C had low recover.' for TCX on one column at 46% with a lower limit of 52%. SB-268Cwas flagged LTJ. Surrogate results on samples ran at 10-fold dilutions are considered estimates due to thedilutions.

The following Aroclor samples have surrogate percent recoveries outside the lower limit of the criteria window,but greater than 10%.

SDG-46447TCX recoveries were low for samples SS204 and SS-210 (from 22% to 47%) but greater than 10%. Hits arequalified "J" and non-detects are qualified "UJ".

SDG-46484TCX recoveries were low on both columns for samples SB-268B (41% to 42%) but greater than 10%. Hitsare qualified "J" and non-detects are qualified "UJ".

The following semi-volatile samples have a base/neutral surrogate recovery outside of criteria. Note: acidsurrogate recoveries were not considered relevant since the semi-volatile compounds of interest are allbase/neutral. ~

SDG-46447Several samples that had dilutions greater than 10-fold had 0% recovery of certain surrogates. These wereSS-201DL. SS-202DL, and SS-203DL. Hits and non-detects are not flagged due to sample dilution. SS-209 and SS-211 had 2-Flourobiphenyl outside QC limits high at 120% and 116% respectively. Hits andnon-detects are not flagged since the protocol allows one surrogate in the base/neutral fraction to be out ofcontrol before a reanalysis or qualification is required.

SDG-46448Several samples that had dilutions greater than 10-fold had two or more base/neutral surrogates outside QClimits. These were SS-223DL. FD-223DL. and SS-225DL. Hits and non-detects are not flagged due tosample dilution. SS-226 had 2-flourobiphenyl and terphenyl-d!4 outside QC limits high at 124?7o and 210%.respectively. Hits and non-detects were flagged J and reanalysis of this sample was completed. Thereanalyzed sample had one base/neutral surrogate outside QC limits. This sample was not flagged, since theprotocol allows one surrogate in the base/neural fraction to be out of control before a reanalysis orqualification is required. Samples SS-225. SS-227 and SS-248 each had terphenyl-d!4 outside recover,limits high. Since the protocol allows one surrogate in the base/neutral fraction to be out of control before areanalysis or qualification is required, the samples were not flagged.

SDG-46484One sample that had a dilution greater than 10-fold had two base/neutral surrogates outside QC limits. Thiswas SB-264BRE. Hits and non-detects are not flagged due to sample dilution. The MS and MSD pair ofsamples. SS-256MS and SS-256MSD, had two base/neutral surrogates outside QC limits. The results fromthese samples are considered estimates. The following samples each had one base/neutral surrogate outsideQC limits: SS-256. SB-267C. SB-267B, SB-266B. SB-265B, SB-263RE. SB-264BRE. SB-265BRE. SB-274B. SB-274BMS. SB-274MSD. SB-263B. SB-264B, SB-264BRE. and SB-274BMSD. Since theprotocol allows one surrogate in the base/neutral fraction to be out of control before a reanalysis orqualification is required, the samples were not flagged.

SDG-46546

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SB-271B had 2-flourobiphenyl outside QC limits high at 128%. Since the protocol allows one surrogate inthe base/neutral fraction to be out of control before a reanalysis or qualification is required

6. MATRIX SPIKE/MATRIX SPIKE DUPLICATE

The following Aroclor matrix spike and matrix spike duplicate have percent recovery outside criteria. Hits arequalified "J" and non-detects are qualified "UJ" for the unspiked sample.

SDG-46447SS-217MS and SS-217MD had high recoveries for Aroclor 1016 at 164% and 191%.

SDG-46448SS-221 MS and SS-221MD had high recoveries for Aroclor 1016 (3.742% and 5.595%) and 1260 (758%and 1.204%).

SDG-46484SS-256MS and SS-256MD had high recoveries for Aroclor 1016 (1.326% and 638%) and 1260 (187% and187%).

SDG-46546SB-266CMS and SB-266CMD had high recoveries for Aroclor 1016 ( i . 184% and 709%) and 1260 (285%and 220%).

The following pesticides matrix spike/matrix spike duplicate samples have percent recovery outside criteria.Hits are qualified "J" and non-detects are qualified "UJ" for the unspiked sample.

SDG-46447SS-217MS and SS-217MD had high spike recoveries for Dieldrin at 246% and 223%. respectively.

SDG-46448SS-221MS and SS-221MD had high spike recoveries for Dieldrin at 335% and 527%. respectively.

SDG-46484SB-265BMS and SB-265MD spike recoveries for Dieldrin were within QC limits, however, a second spike.SS-256MS and SS-256MD, had low spike recoveries for Dieldrin at 0% and 0%. respectively.

The following semivolatile matrix spike/matrix spike duplicate samples have percent recovery outside criteria.Hits are qualified "J" and non-detects are not qualified for the unspiked sample.

SDG-46447SS-217MS had 2.4-dinitrotoluene and pyrene outside QC limits high at 112% and 159%, respectively. TheMSD had 2.4-dinitrotoluene outside QC limits high at 106%.

SDG-46448SS-221 MS had nine out of eleven matrix spike compounds outside QC limits low with recoveries rangingfrom 0 to 38%. SS-221MSD had six out of eleven matrix spike compounds outside QC limits low withrecoveries ranging from 0 to 39%. The out of QC results are attributed to matrix affects.

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SDG-46484SB-274BMS had seven out of eleven matrix spike compounds outside QC limits high with recoveriesranging from 106 to 356%. SB-274B MSD had pyrene outside QC limits high at 274%. The out of QCresults are attributed to matrix affects.

SDG 46546SB-268CMSD had 2.4-dinitrotoluene outside QC limits high at 94%.

The following metal matrix spike/matrix spike duplicate samples have percent recovery outside of QC limits.Hits and non-detects are not flagged. Hits are qualified "J" and non-detects are qualified "UJ" for the unspikedsample.

SDG-46447SS-217MS and SS-217MD had lead recoveries outside QC limits (63.7 and 444.7%. respectively).

SDG-46448SS-221 MS and SS-221 MD had lead recoveries outside QC limits high 634 and 603%. respectively).

7. FIELD BLANK AND FIELD DUPLICATE

None of the samples in this data set were identified as field blanks.

Field duplicate samples were run at a rate of one per twenty samples for all of the target analytes. A summary ofthe Relative Percent Difference (RPD), is presented on the attached data sheets entitled Duplicate Soil SampleAnalysis. As seen on this sheet, %RPDs varied between the following for each target analyte:

Beryllium (0% - 82%)Chromium (hexavalent) (0% - 31%)Lead (0% - 85%)Benzo(a,h)anthracene (0% - 15%)Benzo(a)pyrene (8% - 11%)Benzo(b)fluoranthene (No detects)Dibenzo(a.h)anthracene (No detects)Indeno( 1.2,3-cd)pyrene (18%, one sample only)Bis(2-ethylhexyl)phthalate (0% - 58%)Dieldrin (8% - 61%)Aroclor 1248 (16% - 67%)

The % RPD for duplicate soil samples is presented for informational purposes only.

8. INTERNAL STANDARDS

The following Aroclor samples had laboratory control spikes outside of QC limits.

SDG-46448The laboratory- control spike LC0518SA was slightly high for Aroclor 1260 at 136% with an upper limit of125%. The duplicate Ldo518SA was within QC limits, therefore no corrective action was taken Q

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The following Semivolatile samples had laboratory control spikes outside of QC limits:

SDG-46447The LCSD had 4-nitrophenoloutside QC recovery limits high at 128%. No corrective action was taken sincethis is an acid and the compounds of interest are all base/neutrals.

9. COMPOUND IDENTIFICATION

After reviewing the mass spectra and chromatograms. it appears that all SVGA, and Pesticide/PCB compoundswere properly identified.

10. COMPOUND QUANTITATION AND REPORTED DETECTION LIMITS

Many of the PNA samples have analyte concentrations below the QAPP specified quantitation limit (CRQL).'1 results below the CRQL are qualified "J" on Appendix A.

Many of the Beryllium samples have analyte concentrations below the QAPP specified quantitation limit(CRQL). All results below the CRQL are qualified "J" on Appendix A.

Many of the pesticide (Dieldrin) samples have analyte concentrations below the QAPP specified quantitationlimit (CRQL). All results below the CRQL are qualified "J".

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APPENDIX C

SITE SURVEY DATA

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MOORE & BRUGGINK, INC.C o n s u l t i n g E n g i n e e r s2020 Monroe Avenue, N.W.Grand Rapids, Michigan 49505-6298

Organic ChemicalsGrandville, MichiganProject #1059M&B Project #013026.1

GRID ELEVATION CHART

GRID POINTAA10AA13AA14AA15BB 12BB 13BB 14BB15CC12CC13CC14CC15

10111213141516171819

J10J 11J12J 13J 14J 15J 16J 17J 18J 19K10K11K12K13K14

ELEVATION607.23614.55614.47614.24614.29614.28614.11614.36615.35615.45614.29613.33604.01604.49604.91604.87607.47604.17604.28604.77605.83607.25603.51603.85604.47604.92605.15604.08604.64605.10606.02607.36603.65603.88604.46605.29605.24

GRID POINTK15K16K17K18K19L10L11L12L13L14L15L16L17L18L19M 10M 11M 12M 13M 14,M 15 ,_M 16M 17M18M 19N 10N 11N 12N 15N 16N 17N 18N 19O 100 11012O 14

ELEVATION605.16605.44605.37605.98607.65604.07604.10606.13607.22606.75605.36605.88606.04606.23608.30604.71605.97607.74608.78609.05607.37608.41608.63607.69609.34606.14608.39608.96610.68610.78610.27609.79611.79607.97609.49609.77611.08

Phone: (616) 363-9801 Fax; (616) 363-2480 e-mail: [email protected] www.mbce.com