comprehensive site investigation and remediation objectives report

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10224 V3 Boring Log Report Spartans' Square *07292 Jeff Paddock 1053160.00 1815844.00 615 State Plane (Illinois East), USFeet 12 Boring Name SM-GP-09 soil sampling 5' to the west of the laundromat backdoor 1600 1630 1/28/2008 1/28/2008 12 Paramount Geoprobe 6600 DT Truck 12 2 Bentonite Keith/Bob Depth (ft) PID (ppm) Depth (ft) PID (ppm) PP (tsf) % Recovery . PP (tsf)% Recovery . Lithologic Description Lithologic Description Observ ations Observ ations Samples 0 Asphalt- - ------ 0 100 Fill- brown- sand and grav el------ No odor or visual SM-GP-09(0-2) 2 0 1.5 100 4 0 1.5 100 Fill- light brown and gray -7.5 5/8 silty clay with little to some sand and grav el-low plasticity -medium cons.-high cohesion-moist--brown mottling with rust Becomes less cohesive and less plastic with depth. Becomes sandier with depth. No odor or visual 6 0 100 8 1.6 100 GW (Well Graded Grav el)- light gray- f ractured weathered dolomite----moist-poorly sorted- No odor or visual 10 SW (Well Graded Sand)- light brown - well-rounded coarse sand-----poorly sorted- No odor or visual 0 100 GW (Well Graded Grav el)- light gray - well-rounded coarse grav el interbedded with f ractured dolomite-----poorly sorted- No odor or visual 12 - - End of boring at 12'------ 14 16 18 END OF BORING (FT): 12
10234 V3 Boring Log Report Spartans' Square *07292 Jeff Paddock 8 Boring Name SM-GP-10 soil sampling Adjacent to eastern hydraulic lift 1054717.00 1814132.00 615 State Plane (Illinois East), USFeet 900 930 4/11/2008 4/11/2008 Paramount Geoprobe 6600 DT Truck 8 2 Bentonite Rob/Bob Depth (ft) PID (ppm) Depth (ft) PID (ppm) PP (tsf) % Recovery . PP (tsf)% Recovery . Lithologic Description Lithologic Description Observ ations Observ ations Samples 0 Asphalt- - ------ 2 0 60 Fill- brown- sand and grav el------ No odor or visual 4 0 60 SW (Well Graded Sand)- brown- sub-angular coarse sand with some grav el--loose-low cohesion-moist-poorly sorted- No odor or visual 0 90 SM-GP-10(4-6) 6 0 0.5 90 GW (Well Graded Grav el)- reddish brown- sub-angular grav el with some clay --loose--moist-poorly sorted- No odor or visual 8 - - End of Boring at 8'------ 10 12 14 16 18 END OF BORING (FT): 8
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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
Page 254 and 255: BEACON PSG SAMPLER DEPLOYMENT THROU
Page 258 and 259: Attachment 3 LABORATORY PROCEDURES
Page 262: 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'
Page 293 and 294: 10233 V3 Boring Log Report Spartans
Page 303: 10216 V3 Boring Log Report Spartans
Page 333 and 334: APPENDIIX D PHOTOGRAPHIC DOCUMENTAT
Page 335 and 336: PHOTO 4 Date:11/18/2008 Installatio
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Prairie Analytical Systems, Inc. CL
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Prairie Analytical Systems, Inc. Da
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Prairie Analytical Systems, Inc. Qu
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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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