comprehensive site investigation and remediation objectives report

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10265 V3 Boring Log Report Spartans' Square *07292 Jeff Paddock 12 Boring Name SM-GP-14 soil sampling/temp well Northeast Corner of property by Sign 1054889.00 1814645.00 615 State Plane (Illinois East), USFeet 1025 1100 4/11/2008 4/11/2008 7 6600 DT Truck 12 2 7 Bentonite Paramount Geoprobe Rob/Bob Depth (ft) PID (ppm) PP (tsf) % Recovery Well Depth (ft) PID (ppm) PP (tsf) % Recov eryWell Lithologic Description Lithologic Description Observ ations Observ ations Samples 0 0 60 Asphalt- - ------ Fill- brown- sand and grav el------ No odor or visual 2 0 4 60 Fill- - black organic sandy loam topsoil------ No odor or visual 4 6 0 70 Fill- gray and brown- silty mottled clay with bricks and grav el-low plasticity --moderate cohesion-moist--brown mottling, becomes rusty with depth No odor or visual 0 70 8 0 100 GW (Well Graded Gravel)- brown- sub-angular dolomite grav el with sand-non-plastic-loose-non-cohesiv e-wet/saturated-poorly sorted- No odor or visual 10 12 0 100 GC (Clay ey Grav el)- gray - silty clay interbedded with 1-4 sand and grav el lenses-low plasticity ---wet/saturated-poorly sorted- CL (Lean Clay)- gray- silty clay with trace sand and grav el-low plasticity ---moist-- - - End of Boring at 12'------ 14 16 18 END OF BORING (FT): 12
10275 V3 Boring Log Report Spartans' Square *07292 Jeff Paddock 17 Boring Name SM-GP-15 soil sampling/temp well 20' north of laundromat frontdoor 1054795.00 1814326.00 615 State Plane (Illinois East), USFeet 1100 1210 4/11/2008 4/11/2008 11 6600 DT Truck 17 2 11 Bentonite Paramount Geoprobe Rob/Bob Depth (ft) PID (ppm) PP (tsf) % Recovery Well Depth (ft) PID (ppm) PP (tsf) % Recov eryWell Lithologic Description Lithologic Description Observ ations Observ ations Samples 0 2 1.2 70 Asphalt- - ------ Fill- gray and brown- silty mottled clay with bricks and grav el-low plasticity --moderate cohesion-moist--brown mottling, becomes rusty with depth No odor or visual SM-GP-15(0-2) 0 70 4 ML (Silt)- gray and brown- silt with trace sand-non-plastic--non-cohesiv e-moist--brown mottling No odor or visual 0 50 6 0 50 CL (Lean Clay)- gray and brown- silty clay with little sand-low plasticity --moderate cohesion-moist--brown mottling, becomes rusty with depth No odor or visual 8 10 0 90 GW (Well Graded Gravel)- brown- sub-angular dolomite grav el with sand-non-plastic-loose-non-cohesiv e-wet/saturated-poorly sorted- No odor or visual 0 90 12 0 100 14 GC (Clay ey Grav el)- gray - silty clay interbedded with 1-4 inch sand and grav el lenses-low plasticity---wet/saturated-poorly sorted- 0 100 16 0 10 - - Ref usal at 17', Bedrock------ 18 END OF BORING (FT): 17
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ILLINOIS SITE REMEDIATION PROGRAM C
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TABLE OF CONTENTS EXECUTIVE SUMMARY
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APPENDICES Appendix A Historical Do
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The far northeast Former Clark Stat
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‣ Tier 2 soil component of the Cl
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Section 4 - Documentation of Field
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Physical Setting Sources: • Berg,
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The Will Silty Clay Loam is a poorl
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Groundwater Classification: The sat
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y Dalhart Avenue to the west, Norma
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The soil gas samples were submitted
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3.3 INVESTIGATION MONITORING AND EQ
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casing volumes and allowed to recha
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Summary results of analyses are pre
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4.3 REC 1 - FORMER DRY CLEANING OPE
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5.0 ENDANGERMENT ASSESSMENT The Sit
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5.3 SITE RECOGNIZED ENVIRONMENTAL C
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• There is no evidence of hazardo
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As summarized in (Tables 1.1, 2.1 t
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‣ The Village of Romeoville maint
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A Tier 1 RO evaluation of Site data
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FIIGURES
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± Various Retail & Commercial Busi
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FIGgwcontour07292.dgn 5/14/2010 12:
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FIGRECs07292.dgn 5/16/2010 1:07:17
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FIGbor_exceed07292.dgn 5/19/2010 4:
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TABLES
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Table 1.1 Summary of Soil and Groun
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TABLE 2.1 - SOIL ANALYTICAL RESULTS
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Volatile Organic Compounds (Method
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TABLE 3.2 - GROUNDWATER ANALYTICAL
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Chemical Name and Soil Remediation
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February 13, 2008 Ms. Dawn Caldwell
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SIGNATURES OF ENVIRONMENTAL PROFESS
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LIST OF APPENDICES Appendix I Quali
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material risk of harm to public hea
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terms with Village of Romeoville. T
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The following published documents w
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An ALTA/ACSM Land Title Survey was
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Hydrogeology: Based on regional top
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The EDR database report identified
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One site was identified as part of
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Multiple historical sources were re
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Independence Boulevard followed by
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All tenants Mexican Restaurant Laun
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Parking lot, northeast of building
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8.0 FINDINGS, OPINIONS & CONCLUSION
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± Approximate Site Boundary V3 Com
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± Spartans' Square Shopping Center
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Ms. Dawn Caldwell Village of Romeov
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Ms. Dawn Caldwell Village of Romeov
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FIIGURES
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± Approximate Site Boundary Variou
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TABLES
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TABLE 2 - GROUNDWATER ANALYTICAL RE
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10173 V3 Boring Log Report Boring N
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CHAIN-OF-CUSTODY PROTOCOL Laborator
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DECONTAMINATION ACTIVITIES PROTOCOL
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• Depth at which saturated condit
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BEACON Report No. 2096 PASSIVE SOIL
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BEACON Report Number: 2096 Passive
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BEACON ENVIRONMENTAL SERVICES, INC.
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Table 1 Beacon Environmental Servic
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MW-9 Asphalt Parking Lot Sanitary S
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MW-9 Asphalt Parking Lot Sanitary S
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Attachments
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BEACON PSG SAMPLER DEPLOYMENT THROU
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Attachment 3 LABORATORY PROCEDURES
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APPENDIIX B WELL SURVEY DOCUMENTATI
Page 273 and 274: Well ID Well Description Status Dep
Page 275: minimum protection zones are regula
Page 291 and 292: Well Survey Correspondence Spatans'
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Page 333 and 334: APPENDIIX D PHOTOGRAPHIC DOCUMENTAT
Page 335 and 336: PHOTO 4 Date:11/18/2008 Installatio
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Page 360 and 361: Prairie Analytical Systems, Inc. Da
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Page 370 and 371: CLIENT: Illinois Environmental Prot
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CLIENT: Illinois Environmental Prot
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Illinois Environmental Protection A
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CHAIN-OF-CUSTODY PROTOCOL Laborator
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DECONTAMINATION ACTIVITIES PROTOCOL
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• Drilling method • Depth at wh
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to collect the soil sample from the
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TEMPORARY MONITORING WELL INSTALLAT
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Page 2 of 2 Purging will be perform
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