comprehensive site investigation and remediation objectives report

More documents

Recommendations

Info

10312 V3 Boring Log Report Spartans' Square *07292 Jeff Paddock 10 Boring Name SM-GP-111 soil sampling Inside laundromat, east side 1053165.53 1815873.51 615 State Plane (Illinois East), USFeet 930 1030 11/18/2008 11/18/2008 Johnson Probing Geoprobe 6600 DT Truck 10 2 Bentonite Erik Depth (ft) PID (ppm) Depth (ft) PID (ppm) PP (tsf) % Recovery . PP (tsf)% Recovery . Lithologic Description Lithologic Description Observ ations Observ ations Samples 0 Concrete- - ------ 0 Fill- gray and brown- mixed sand and gravel with bricks-non-plastic--non-cohesiv e-moist--clay content increases with depth No odor or visual 2 0 2.5 90 Fill- green- silty mottled clay with bricks and gravel-low plasticity--moderate cohesion-moist--brown mottling, becomes rusty with depth SM-GP-111(X-111A) 4 0 GC (Clayey Grav el)- light brown- clayey gravel, well graded-non-plastic--non-cohesiv e-moist-- 6 0 8 0 50 SC (Clayey Sand)- light brown- clayey sand interbedded with clay ey grav el-non-plastic--low cohesion-moist-- No odor or visual SM-GP-111(X-112B) 10 - - Ref usal at 10'------ 12 14 16 18 END OF BORING (FT): 10
10321 V3 Boring Log Report Spartans' Square *07292 Jeff Paddock 9 Boring Name SM-GP-112 soil sampling Inside laundromat maintenance room 1053152.41 1815849.53 615 State Plane (Illinois East), USFeet 1045 1130 11/18/2008 11/18/2008 Johnson Probing Geoprobe 6600 DT Truck 9 2 Bentonite Erik Depth (ft) PID (ppm) Depth (ft) PID (ppm) PP (tsf) % Recovery . PP (tsf)% Recovery . Lithologic Description Lithologic Description Observ ations Observ ations Samples 0 Concrete- - ------ 0 Fill- gray and brown- mixed sand and gravel with bricks-non-plastic--non-cohesiv e-moist--clay content increases with depth No odor or visual 2 0 3.5 80 Fill- green- silty mottled clay with bricks and gravel-low plasticity--moderate cohesion-moist--brown mottling, becomes rusty with depth SM-GP-112(X-112A) 4 CL (Lean Clay)- light brown- sandy clay with gravel-moderate plasticity --moderate cohesion--- 0 3.5 6 0 75 SW (Well Graded Sand)- light brown- f ine to medium sand with grav el-non-plastic--non-cohesiv e-moist-- No odor or visual 8 0 SM-GP-112(X-112B) - - Ref usal at 9'------ 10 12 14 16 18 END OF BORING (FT): 9
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 and 8:
The far northeast Former Clark Stat
Page 9 and 10:
‣ Tier 2 soil component of the Cl
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:
Page 61 and 62:
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 313: 10304 V3 Boring Log Report Spartans
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: Prairie Analytical Systems, Inc. Da
Page 364 and 365:
Prairie Analytical Systems, Inc. Da
Page 366 and 367:
Prairie Analytical Systems, Inc. Da
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?