comprehensive site investigation and remediation objectives report

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10209 V3 Boring Log Report Boring Name: SM-GP-05 Station Type: soil sampling Spartans' Square *07292 Jeff Paddock 6 Mechanical Room 1053155.00 1815855.00 State Plane (Illinois East), USFeet 615 1300 1400 1/28/2008 1/28/2008 0 0 Paramount N/A Hand Auger 6 2 Bentonite Keith/Bob N/A Depth (ft) PID (ppm) Depth (ft) PID (ppm) PP (tsf) % Recovery PP (tsf) % Recovery Lithologic Description Lithologic Description Observations Samples 0 Concrete- - 3 inches------ 0 100 Fill- brown- sand and gravel------ No odor or visual SM-GP-05(0-2) 2 0 1 100 SM-GP-05(2-4) 4 0 1 CL (Lean Clay)- light brown and gray-7.5 5/8 silty clay with little to some sand and gravel-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 100 6 0 GW (Well Graded Gravel)- light gray- f ractured weathered dolomite----moist-poorly sorted- - - Refusal at 6.5 feet------ No odor or visual 8 10 12 END OF BORING (FT): 6
10217 V3 Boring Log Report Boring Name: SM-GP-06 Station Type: soil sampling Spartans' Square *07292 Jeff Paddock 7 Rear Hallway 1053160.00 1815861.00 State Plane (Illinois East), USFeet 615 1400 1500 1/28/2008 1/28/2008 0 0 Paramount Geoprobe Hand Cart 7 2 Bentonite Keith/Bob N/A Depth (ft) PID (ppm) Depth (ft) PID (ppm) PP (tsf) % Recovery PP (tsf) % Recovery Lithologic Description Lithologic Description Observations Samples 0 Concrete- - 3 inches------ 0 100 Fill- brown- sand and gravel------ No odor or visual 2 0 1.5 100 4 CL (Lean Clay)- light brown and gray-7.5 5/8 silty clay with little to some sand and gravel-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 0 1.5 100 6 0 GW (Well Graded Gravel)- light gray- f ractured weathered dolomite----moist-poorly sorted- No odor or visual - - Ref usal at 7.00 f eet------ 8 10 12 END OF BORING (FT): 7
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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
Page 144 and 145: February 13, 2008 Ms. Dawn Caldwell
Page 146 and 147: SIGNATURES OF ENVIRONMENTAL PROFESS
Page 148 and 149: LIST OF APPENDICES Appendix I Quali
Page 150 and 151: material risk of harm to public hea
Page 152 and 153: terms with Village of Romeoville. T
Page 154 and 155: The following published documents w
Page 156 and 157: An ALTA/ACSM Land Title Survey was
Page 158 and 159: Hydrogeology: Based on regional top
Page 160 and 161: The EDR database report identified
Page 162 and 163: One site was identified as part of
Page 164 and 165: Multiple historical sources were re
Page 166 and 167: Independence Boulevard followed by
Page 168 and 169: All tenants Mexican Restaurant Laun
Page 170 and 171: Parking lot, northeast of building
Page 172 and 173: 8.0 FINDINGS, OPINIONS & CONCLUSION
Page 174 and 175: ± Approximate Site Boundary V3 Com
Page 176 and 177: ± Spartans' Square Shopping Center
Page 178 and 179: Ms. Dawn Caldwell Village of Romeov
Page 180 and 181: Ms. Dawn Caldwell Village of Romeov
Page 182 and 183: FIIGURES
Page 184 and 185: ± Approximate Site Boundary Variou
Page 186 and 187: TABLES
Page 188 and 189: TABLE 2 - GROUNDWATER ANALYTICAL RE
Page 190 and 191: 10173 V3 Boring Log Report Boring N
Page 200 and 201: CHAIN-OF-CUSTODY PROTOCOL Laborator
Page 202 and 203: DECONTAMINATION ACTIVITIES PROTOCOL
Page 204 and 205: • Depth at which saturated condit
Page 236 and 237: BEACON Report No. 2096 PASSIVE SOIL
Page 238 and 239: BEACON Report Number: 2096 Passive
Page 240 and 241: BEACON ENVIRONMENTAL SERVICES, INC.
Page 242 and 243: Table 1 Beacon Environmental Servic
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Table 1 Beacon Environmental Servic
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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
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Well ID Well Description Status Dep
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minimum protection zones are regula
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Well Survey Correspondence Spatans'
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10233 V3 Boring Log Report Spartans
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APPENDIIX D PHOTOGRAPHIC DOCUMENTAT
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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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