comprehensive site investigation and remediation objectives report

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± Spartans' Square Shopping Center MW-9 3 23 21 15 7 5 625 623 621 619 617 615 MW-10 Hydraulic Lifts Hydraulic Lifts Alexander Circle LP Tank (above ground) Grease Trap (below ground) V3 Companies 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone 630.724.9202 fax www.v3co.com TITLE: Spartans' Square Addresses Map PROJECT AND SITE LOCATION: Spartans' Square Shopping Center SWC IL Route 53 and Phelps Avenue Romeoville, Illinois 60446 BASE LAYER: PROJECT NO. FIGURE: SHEET: OF: AirPhoto USA (2006) 07292 3 CLIENT: QUADRANGLE: DATE: SCALE: Village of Romeoville 13 Montrose Drive Romeoville, Illinois 60446 N/A 01/10/08 1 1 NTS
February 6, 2008 Ms. Dawn Caldwell Village of Romeoville 13 Montrose Drive Romeoville, IL 60446 Re: Phase II Environmental Site Assessment Spartans' Square Shopping Center SWC Illinois Route 53 (Independence Blvd.) and Phelps Avenue Romeoville, IL 60446 Dear Ms. Caldwell: In accordance with our proposal dated January 24, 2008, and on behalf of the Village of Romeoville (CLIENT), V3 Companies of Illinois, Ltd. (V3) conducted a Phase II Environmental Site Assessment (Phase II ESA) at the Spartans’ Square Shopping Center (“Site”) located at the southwest corner of IL Route 53 and Phelps Avenue in Romeoville, Illinois (Figure 1). The Phase II ESA was performed on January 28, 2008, to investigate the four recognized environmental conditions (RECs) identified by V3 in a Phase I Environmental Site Assessment (Phase I ESA) dated January 17, 2008. BACKGROUND The Site is located at the southwest corner of IL Route 53 and Phelps Avenue in Romeoville, Will County, Illinois (Figure 2). The Site is occupied by Spartans’ Square Shopping Center, which includes a large hardware store, 10 smaller commercial spaces and associated asphalt parking lot and landscaping. During V3’s Phase I ESA, the following evidence of RECs was identified: • Three below-ground hydraulic lifts are located south of the Site building (behind 21 and 23 Terrace Lane). • Historical on-site dry cleaning operations were reportedly performed at the Mrs. Clean Laundromat at 7 Terrace Lane. • Groundwater impacts from an open LUST incident that occurred at the east adjacent Philips 66 Gas Station has apparently impacted the groundwater at the Site. • Based on regulatory status and their close proximity, the open LUST incident that was reported at the former Clark Gas Station (northeast adjacent property) has the potential to impact the Site. V3 COMPANIES OF ILLINOIS LTD. 7325 JANES AVENUE, WOODRIDGE, IL 60517 PH: 630.724.9200 FX: 630.724.9202 V3CO.COM CHICAGO DENVER PHOENIX
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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 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
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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
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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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