comprehensive site investigation and remediation objectives report

More documents

Recommendations

Info

‣ The exposure pathways of concern are Tier 1 soil ingestion, inhalation, soil component of the groundwater ingestion route and direct groundwater ingestion. Pesticides and PCBs were eliminated as Site COCs based on a review of historic environmental assessments, Site operations and available investigation data, which indicate no evidence of these constituents above Tier 1 ROs. Pesticides were also eliminated from consideration based on historical data that did not indicate evidence of their release or illegal disposal at the Site. PNAs were eliminated in soil because there were no detections above Tier 1 ROs. PNAs in groundwater from historic well (MW-10) were identified in 2006, but V3 re-sampled the well in 2010 and PNAs did not exceed Tier 1 groundwater ROs. Refer to discussions and data found in Sections 2.7.4, Tables 2.1 to 2.4 (soils) and Tables 3.1 to 3.2 (groundwater). Remediation Objectives Evaluation The first phase of a TACO evaluation is to determine if complete exposure routes exist pursuant to Title 35 of Illinois Administrative Code (IAC) 742.300 (Subpart C: Exposure Route Evaluation). Where a complete exposure pathway (source – transport – availability for exposure – receptor) does not exist, development of ROs for that exposure route is not required. An exposure route evaluation was accomplished on a constituent group specific basis for each Recognized Environmental Condition (REC). Evaluation of Site data indicates that conditions in the RECs achieve the TACO Subpart C criteria for demonstrating that source material is not present, with one exception. The evaluation of Site data indicates the following: • Soil attenuation capacity, as measured by the conservative TACO default value of 0.2% (2,000 mg/kg), has not been exceeded when compared to the sum of organics in each boring (see Tables 2.1, 2.2 and 2.4). • Soil does not exhibit pH values less than or equal to 2.0 or greater than or equal to 12.5 (see Table 2.3). • There is no evidence of hazardous metals at the Site (investigation did not identify the presence of RCRA metals as COCs). See Table 2.3. • No characteristics of reactivity have been identified (see Table 2.3). • There is no evidence of PCBs in soil in excess of 50 parts per million at the Site (investigation did not identify PCBs as COCs). See Table 2.4 for documentation. • The soil saturation limits for each COC have not been exceeded, with the exception of a concentration of 800 mg/kg of tetrachloroethene at SM-GP-108 (8-11) that exceeds the limit of 240 mg/kg. As a result, this area will require remedial efforts to allow exclusion of exposure pathways. • Field observations did not indicate the presence of “free product” or COC saturated soil. As a result of the above, pathway exclusion, with the noted exception, is allowable per IAC Section 742.300 (Subpart C: Exposure Route Evaluation). Remediation Objectives The following ROs are proposed for the Site: ‣ Tier 1 Industrial-Commercial and Construction Worker ROs for the soil inhalation and ingestion exposure pathways and Class I groundwater ingestion ROs. Comprehensive Site Investigation Report V3 Companies, viii Spartans’ Square Shopping Center May 2010
‣ Tier 2 soil component of the Class I groundwater ingestion and Tier 2 Class I direct ingestion groundwater ROs on-site. A groundwater use restriction at the Site will move the compliance point to the Site boundaries. A post-remediation TACO evaluation, including Tier 2 simulations, will demonstrate Tier 2 site-specific ROs and residual concentrations are protective (e.g., Tier 1, Class I direct ingestion groundwater ROs are achieved.) The post-remediation Tier 2 will be documented in a future Remedial Action Completion Report. Institutional Controls Institutional controls will be placed on the Site that would: • Restrict subsurface construction and maintenance (in specified areas) to qualified personnel (i.e., in accordance with applicable OSHA regulations) via construction worker notification; • Restrict groundwater usage at the Site utilizing the existing groundwater ordinance; • Maintain barriers to exclude exposure routes as applicable to specified areas of ingestion and inhalation, as necessary. Based on the approval of Tier 1 and 2 evaluations and the successful implementation of remedial measures and institutional controls, the Site can qualify for comprehensive NFR determination. Comprehensive Site Investigation Report V3 Companies, ix Spartans’ Square Shopping Center May 2010
Page 1 and 2: ILLINOIS SITE REMEDIATION PROGRAM C
Page 3 and 4: TABLE OF CONTENTS EXECUTIVE SUMMARY
Page 5 and 6: APPENDICES Appendix A Historical Do
Page 7: The far northeast Former Clark Stat
Page 11 and 12: Section 4 - Documentation of Field
Page 13 and 14: Physical Setting Sources: • Berg,
Page 15 and 16: The Will Silty Clay Loam is a poorl
Page 17 and 18: Groundwater Classification: The sat
Page 19 and 20: y Dalhart Avenue to the west, Norma
Page 21 and 22: The soil gas samples were submitted
Page 23 and 24: 3.3 INVESTIGATION MONITORING AND EQ
Page 25 and 26: casing volumes and allowed to recha
Page 27 and 28: Summary results of analyses are pre
Page 29 and 30: 4.3 REC 1 - FORMER DRY CLEANING OPE
Page 31 and 32: 5.0 ENDANGERMENT ASSESSMENT The Sit
Page 33 and 34: 5.3 SITE RECOGNIZED ENVIRONMENTAL C
Page 35 and 36: • There is no evidence of hazardo
Page 37 and 38: As summarized in (Tables 1.1, 2.1 t
Page 39 and 40: ‣ The Village of Romeoville maint
Page 41 and 42: A Tier 1 RO evaluation of Site data
Page 43 and 44: FIIGURES
Page 45 and 46: ± Various Retail & Commercial Busi
Page 47 and 48: FIGgwcontour07292.dgn 5/14/2010 12:
Page 49 and 50: FIGRECs07292.dgn 5/16/2010 1:07:17
Page 51 and 52: FIGbor_exceed07292.dgn 5/19/2010 4:
Page 53 and 54: TABLES
Page 55 and 56: Table 1.1 Summary of Soil and Groun
Page 57 and 58: TABLE 2.1 - SOIL ANALYTICAL RESULTS
Page 59 and 60:
TABLE 2.2 - SOIL ANALYTICAL RESULTS
Page 61 and 62:
TABLE 2.4 - SOIL ANALYTICAL RESULTS
Page 63 and 64:
Volatile Organic Compounds (Method
Page 65 and 66:
TABLE 3.2 - GROUNDWATER ANALYTICAL
Page 67 and 68:
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 192 and 193:
Page 194 and 195:
Page 196 and 197:
Page 198 and 199:
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
Page 244 and 245:
Page 246 and 247:
Page 248 and 249:
MW-9 Asphalt Parking Lot Sanitary S
Page 250 and 251:
MW-9 Asphalt Parking Lot Sanitary S
Page 252 and 253:
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 295 and 296:
Page 297 and 298:
Page 299 and 300:
Page 301 and 302:
Page 303 and 304:
Page 305 and 306:
Page 307 and 308:
Page 309 and 310:
Page 311 and 312:
Page 313 and 314:
Page 315 and 316:
Page 317 and 318:
Page 319 and 320:
Page 321 and 322:
Page 323 and 324:
Page 325 and 326:
Page 327 and 328:
Page 329 and 330:
Page 331 and 332:
Page 333 and 334:
APPENDIIX D PHOTOGRAPHIC DOCUMENTAT
Page 335 and 336:
PHOTO 4 Date:11/18/2008 Installatio
Page 358 and 359:
Prairie Analytical Systems, Inc. CL
Page 360 and 361:
Prairie Analytical Systems, Inc. Da
Page 362 and 363:
Page 364 and 365:
Page 366 and 367:
Page 368 and 369:
Prairie Analytical Systems, Inc. Qu
Page 370 and 371:
CLIENT: Illinois Environmental Prot
Page 372 and 373:
Page 374 and 375:
Page 376 and 377:
Page 378 and 379:
Page 380 and 381:
Page 382:
Page 441 and 442:
Illinois Environmental Protection A
Page 443 and 444:
Page 445 and 446:
Page 447 and 448:
Page 449 and 450:
Page 451 and 452:
Page 453 and 454:
Page 455 and 456:
Page 457 and 458:
Page 459 and 460:
Page 461 and 462:
Page 463 and 464:
Page 465 and 466:
Page 467 and 468:
Page 469 and 470:
Page 471 and 472:
Page 473 and 474:
Page 475 and 476:
Page 477 and 478:
Page 479 and 480:
Page 481 and 482:
Page 483 and 484:
Page 485 and 486:
Page 487 and 488:
Page 489 and 490:
Page 491 and 492:
Page 493 and 494:
Page 495 and 496:
Page 497 and 498:
Page 499 and 500:
Page 501 and 502:
Page 503 and 504:
Page 505 and 506:
Page 507 and 508:
Page 509 and 510:
Page 511 and 512:
Page 513 and 514:
Page 515 and 516:
Page 517 and 518:
Page 519 and 520:
Page 521 and 522:
Page 523 and 524:
Page 525 and 526:
Page 527 and 528:
Page 529 and 530:
Page 531 and 532:
Page 533 and 534:
Page 535 and 536:
Page 537 and 538:
Page 539 and 540:
Page 541 and 542:
Page 543 and 544:
Page 545 and 546:
Page 547 and 548:
Page 549 and 550:
Page 551 and 552:
Page 553 and 554:
Page 555 and 556:
Page 557 and 558:
Page 559 and 560:
Page 561 and 562:
Page 563 and 564:
Page 565 and 566:
Page 567 and 568:
Page 569 and 570:
Page 571 and 572:
Page 573 and 574:
Page 575 and 576:
Page 577 and 578:
Page 579 and 580:
Page 581 and 582:
Page 583 and 584:
Page 585 and 586:
Page 587 and 588:
Page 589 and 590:
Page 591 and 592:
Page 593 and 594:
Page 595 and 596:
Page 597 and 598:
Page 599 and 600:
Page 601 and 602:
Page 603 and 604:
Page 605 and 606:
Page 607 and 608:
Page 609 and 610:
Page 611 and 612:
Page 613 and 614:
Page 615 and 616:
Page 617 and 618:
Page 619 and 620:
Page 621 and 622:
Page 623 and 624:
Page 625 and 626:
Page 627 and 628:
Page 629 and 630:
Page 631 and 632:
Page 633 and 634:
Page 635 and 636:
Page 637 and 638:
Page 639 and 640:
Page 641 and 642:
Page 643 and 644:
Page 645 and 646:
Page 647 and 648:
Page 649 and 650:
Page 651 and 652:
Page 653 and 654:
Page 655 and 656:
Page 657 and 658:
Page 659 and 660:
Page 661 and 662:
Page 663 and 664:
Page 665 and 666:
Page 667 and 668:
Page 669 and 670:
CHAIN-OF-CUSTODY PROTOCOL Laborator
Page 671 and 672:
DECONTAMINATION ACTIVITIES PROTOCOL
Page 673 and 674:
• Drilling method • Depth at wh
Page 675 and 676:
to collect the soil sample from the
Page 677 and 678:
TEMPORARY MONITORING WELL INSTALLAT
Page 679:
Page 2 of 2 Purging will be perform
show all

comprehensive site investigation and remediation objectives report

Create successful ePaper yourself

Delete template?

Save as template?