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GENERAL MOTORS CORPORATION
GM POWERTRAIN BEDFORD FACILITY 105 GM DRIVE
BEDFORD, INDIANA EPA ID #IND006036099
ADMINISTRATIVE ORDER ON CONSENT U.S. EPA DOCKET NO. V-W-'03-C-747
REMOVAL ACTION
MONTHLY PROGRESS REPORT – OCTOBER 2006
November 14, 2006
CONESTOGA-ROVERS & ASSOCIATES, INC. 8615 WEST BRYN MAWR AVENUE
CHICAGO, ILLINOIS 60631 PHONE: (773) 380-9933 FAX NO.: (773) 380-6421
MONTHLY PROGRESS REPORT Date: November 14, 2006 OCTOBER 2006 Section: Monthly Progress Report Page: 1 of 7
TABLE OF CONTENTS
Page
1.0 INTRODUCTION........................................................................................................................... 5
2.0 SIGNIFICANT DEVELOPMENTS IN THIS MONTH .............................................................. 5
3.0 SUMMARIES OF ALL ANTICIPATED PROBLEMS AND PLANNED RESOLUTIONS.... 7
4.0 PROJECTED WORK FOR THE NEXT REPORTING PERIOD ................................................ 7
013968 (222) CONESTOGA-ROVERS & ASSOCIATES
MONTHLY PROGRESS REPORT Date: November 14, 2006 OCTOBER 2006 Section: Monthly Progress Report Page: 2 of 7
LIST OF FIGURES FIGURE 1 PARCEL 22 AND DOWNSTREAM PARCELS AIR SAMPLING
LOCATIONS OCTOBER 2006 FIGURE 2 PARCELS 22 (VERIFICATION AREAS 107, AND 108) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 3 PARCELS 22 (VERIFICATION AREAS 110, AND 111) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 4 PARCEL 21 AND 22 (VERIFICATION AREAS 112, AND 403) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 5 PARCEL 23 AND 76 (VERIFICATION AREAS 36 TO 39) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 6 PARCELS 25 (VERIFICATION AREAS 58 AND 59) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 7 PARCELS 25 AND 28 (VERIFICATION AREAS 62 TO 64) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 8 PARCEL 25 AND 28 (VERIFICATION AREAS 66 TO 68) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 9 PARCEL 28 (VERIFICATION AREAS 71 AND 72) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 10 PARCEL 28 (VERIFICATION AREAS 73 TO 75) FINAL UNVALIDATED
COMPOSITE SAMPLE RESULTS FIGURE 11 PARCEL 28A (VERIFICATION AREAS 76 TO 78) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 12 PARCELS 28A AND 30 (VERIFICATION AREAS 79 AND 81) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 13 PARCEL 30 (VERIFICATION AREAS 91 TO 93) FINAL UNVALIDATED
COMPOSITE SAMPLE RESULTS FIGURE 14 PARCEL 29, 30, AND 36 (VERIFICATION AREAS 96, 101, AND 401)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 15 PARCEL 30 (VERIFICATION AREAS 97 TO 99) FINAL UNVALIDATED
COMPOSITE SAMPLE RESULTS FIGURE 16 PARCELS 36 (VERIFICATION AREAS 117, 148, AND 149) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 17 PARCEL 36 (VERIFICATION AREAS 152 TO 154) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 18 PARCEL 38 AND 39A (VERIFICATION AREAS 213 AND 215) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 19 PARCEL 38 AND 39A (VERIFICATION AREAS 224 TO 226) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 20 PARCEL 38 (VERIFICATION AREAS 235 TO 237) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 21 PARCEL 38 AND 39A (VERIFICATION AREAS 238 TO 240) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 22 PARCEL 38 AND 39A (VERIFICATION AREAS 247 TO 249) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS
013968 (222) CONESTOGA-ROVERS & ASSOCIATES
MONTHLY PROGRESS REPORT Date: November 14, 2006 OCTOBER 2006 Section: Monthly Progress Report Page: 3 of 7
LIST OF FIGURES (CONTINUED) FIGURE 23 PARCEL 38 AND 39A (VERIFICATION AREAS 256 TO 258) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 24 PARCEL 39A (VERIFICATION AREAS 259, 260 AND 268) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 25 PARCEL 38 AND 39A (VERIFICATION AREAS 265, 266 AND 273)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 26 PARCEL 39A (VERIFICATION AREAS 267, 275 AND 276) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 27 PARCEL 39A (VERIFICATION AREAS 274, 281, AND 282) FINAL
UNVALIDATED COMPOSITE SAMPLE RESULTS FIGURE 28 VERIFICATION AREAS - PARCELS 15, 20, 21, AND 216 FIGURE 29 VERIFICATION AREAS - PARCELS 23, 25, 28, AND 76 FIGURE 30 VERIFICATION AREAS - PARCELS 28, 29, 30, AND 36 FIGURE 31 VERIFICATION AREAS - PARCELS 36 AND 37 FIGURE 32 VERIFICATION AREAS - PARCELS 36 TO 39 FIGURE 33 VERIFICATION AREAS - PARCELS 38, 39 AND 40
013968 (222) CONESTOGA-ROVERS & ASSOCIATES
MONTHLY PROGRESS REPORT Date: November 14, 2006 OCTOBER 2006 Section: Monthly Progress Report Page: 4 of 7
LIST OF TABLES TABLE 1.1A VALIDATED AIR MONITORING RESULTS – PCB TABLE 1.1B VALIDATED AIR MONITORING RESULTS – TSP TABLE 2.1 TRANSPORTATION AND DISPOSAL SUMMARY OF PCB WASTE
MATERIAL TABLE 2.1A TRANSPORTATION AND DISPOSAL SUMMARY OF <50 mg/kg PCB
WASTE MATERIAL TABLE 2.1B TRANSPORTATION AND DISPOSAL SUMMARY OF ≥50 mg/kg PCB
WASTE MATERIAL TABLE 3.1 ENTACT TREATMENT SYSTEM SAMPLING RESULTS (STAGING
AREA F) TABLE 3.2 SES TREATMENT SYSTEM SAMPLING RESULTS
LIST OF APPENDICES
APPENDIX A DELIVERABLES SUMMARY APPENDIX B CONSTRUCTION MEETING MINUTES
013968 (222) CONESTOGA-ROVERS & ASSOCIATES
MONTHLY PROGRESS REPORT Date: November 14, 2006 OCTOBER 2006 Section: Monthly Progress Report Page: 5 of 7
1.0 INTRODUCTION This Monthly Progress Report is submitted in accordance with the ADMINISTRATIVE ORDER ON CONSENT (AOC) FOR REMOVAL ACTION Proceeding Under Sections 104, 106(a), 107, and 122 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA), as amended, 42 U.S.C. SS 9604, 9606(a), 9607, and 9622 (United States Environmental Protection Agency (U.S. EPA) Docket No.: V-W-'03-C-747) effective July 31, 2003. The next Monthly Progress Report, for the month of November 2006, will be submitted on or before December 15, 2006.
2.0 SIGNIFICANT DEVELOPMENTS IN THIS MONTH • Air monitoring has continued. Final validated results of the creek Removal Action (RA) air-
monitoring program for October 2006 are presented in Table 1.1a (polychlorinated biphenyl (PCB) results) and Table 1.1b (total suspended particulate (TSP) Groups 8A, Station 25B, and 28A results). The locations of the air monitoring stations in the Parcel 22 and Downstream Parcels are presented on Figure 1. All results for PCB air media analysis in October were below Work Plan action levels.
• Verification results are presented on Figures 2 through 27 to show progress as of this reporting period. Work completed in the parcels, as presented, is not complete, as either additional excavation or statistical evaluation may be required to confirm the cleanup objective has been met. Verification figures for a given parcel are included in the monthly report as new data become available until all cleanup criteria are met, whereupon the figure is presented with validated data. Final verification figures will be presented in the Construction Certification Report.
• During October 2006, work continued along the stream channel of Parcels 21, 22, 23, 25, 28, 30, 36, 38, and 39 to remove impacted soil and sediment from the creek channel and floodplain. Confirmation sampling was conducted on the following excavated parcels:
- Parcel 21 on October 25, 2006, as presented on Figure 4. - Parcel 22 on October 10, 11, 16, 19, 21, 25, and 30, 2006, as presented on Figures 2,
3, and 4. - Parcel 23 on October 21, and 30, 2006, as presented on Figure 5. - Parcel 25 on October 2, 4, and 5, 2006, as presented on Figures 6, 7, and 8. - Parcel 28 on October 5, 6, 9, 10, 11, and 12, 2006, as presented on Figures 7, 8, 9,
10, 11, and 12. - Parcel 30 on October 11, and 24, 2006, as presented on Figures 12, 13, 14, and 15.
013968 (222) CONESTOGA-ROVERS & ASSOCIATES
MONTHLY PROGRESS REPORT Date: November 14, 2006 OCTOBER 2006 Section: Monthly Progress Report Page: 6 of 7
- Parcel 36 on October 12, 13, and 24, 2006, as presented on Figures 14, 16, and 17. - Parcel 38 on October 3, 5, 9, 10, 11, 12,13, 23, 24, and 25, 2006, as presented on
Figure 18, 19, 20, 21, 22, 23, and 25. - Parcel 39 on October 10, 13, 23, 24, 25, and 30, 2006, as presented on Figures 18,
19, 21, 22, 23, 24, 25, 26, and 27. - Figures 28, 29, 30, 31, 32, and 33 depict key-maps of verification area grids for the
parcels sampled during this reporting period. • During October 2006, a total of 56,870 tons of <50 mg/kg PCB material excavated from the
creek (including the Western Tributary materials) was placed as backfill in the East Plant Area ≥ 50 Soil Source Removal excavations and approved fill areas.
• During October 2006, 19 tons of ≥50 mg/kg PCB soil from the creek RA was disposed at Heritage Environmental Services Roachdale Facility. Material shipped to the facility was excavated from Parcel 22.
• The summary of PCB waste material disposal for October 2006 is presented in Table 2.1. The transportation and disposal summary for the <50 mg/kg PCB waste material and ≥50 mg/kg PCB waste material are presented in Tables 2.1A and 2.1B, respectively.
• Water within the remediation areas is collected and treated by ENTACT Environmental Services’ (ENTACT’s) and/or Sevenson Environmental Services’ (SES’s) on-Site water treatment systems. U.S. EPA has approved direct discharge of treated water from both ENTACT’s treatment system at Staging Area F and SES’s treatment system at Parcel 216 Staging Area. No water was treated through the new 300 gallon per minute (gpm) system (located south of the East Plant Area storm pond) during October 2006. Water treatment sample results for October 2006 are provided in Tables 3.1 and 3.2.
• High-Flow seep and spring sampling was conducted from October 19, 2006 to October 24, 2006.
• A full scale plant performance test of the water treatment plant was conducted on October 13, 2006. The results from this test are to be evaluated.
• The draft Site Source Control (SSC) Workplan: Addendum No. 5 regarding the proposed investigation around Spring 018 was submitted to the U.S. EPA and the Indiana Department of Environmental Management (IDEM) on October 17, 2006.
• Operation of Borrow Area 39-1 continued in October 2006. • Tree consolidation, chipping, and mulching continued in October 2006. • Road repair work continues as needed. • Broomsage Road was closed at the culvert over Bailey’s Branch on October 16, 2006 in order
to complete removal of impacted material. The culvert and surrounding impacted materials are being removed. A school bus turnaround east of the road closure (to allow bus access to east Broomsage) was also completed on October 14, 2006. The public was notified on October 10, 2006 for the road closure and Broomsage Road residents were hand delivered notices on October 12, 2006.
• Restoration of Parcel 20 and 22 began in October 2006.
013968 (222) CONESTOGA-ROVERS & ASSOCIATES
MONTHLY PROGRESS REPORT Date: November 14, 2006 OCTOBER 2006 Section: Monthly Progress Report Page: 7 of 7
• Temporary sediment basins west of Bailey Scales Road were completed in October 2006. • Construction of Diversion Channel 3 (DC3) on the parcels downstream of the Peerless Road
Bridge continued in October 2006. • Conference calls were held on October 3, 19, and 31, 2006, with the U.S. EPA, Agency for
Toxic Substance and Disease Registry (ATSDR), the IDEM, and the Indiana State Department of Health (ISDH) to discuss items related to the RA and the design and construction of the East Plant Area Interim Measures (IM).
• On-Site construction meetings for the reporting period have been held informally daily and formally weekly. Meetings with SES are held on Wednesdays. SES meetings were held on October 4, 11, 18, and 25, 2006. Meetings with ENTACT are held on Thursdays. ENTACT meetings were held on October 5, 19, and 26, 2006. Meetings with ENTACT and SES to discuss the East Plant Area are typically held on Tuesdays. East Plant Area meetings were held on October 3, 10, 17, and 24, 2006. Minutes of these meetings are attached in Appendix B.
3.0 SUMMARIES OF ALL ANTICIPATED PROBLEMS AND PLANNED RESOLUTIONS
• GM continues to evaluate the Spring 018 area. An additional investigation plan was
submitted to U.S. EPA on October 17, 2006 to provide additional information concerning groundwater flow through this area. This spring water is currently captured and treated before entering the creek.
• An 8-inch water line extends through impacted soil along the west side of Peerless Road between the Peerless Road bridge and Staging Area G. GM is working with North Lawrence Water Authority to address excavation around this water line. This will be done by excavating a clean path for a new section of line, which will then be connected to the main line by North Lawrence Water Corp. Once the new section is complete and hooked up, GM will remove the old section of line. This should minimize the amount of time the water line is down.
• Excavation of impacted material under Broomsage Road and around the culvert bridge on Parcel 22 was determined to be necessary. Broomsage Road was closed on October 16, 2006 and will remain closed until the end of November 2006 to complete the removal of the culvert and surrounding impacted material under the road. A school bus turnaround was completed east of the closure to allow bus access to East Broomsage Road on October 14, 2006.
4.0 PROJECTED WORK FOR THE NEXT REPORTING PERIOD • The following is a list of anticipated work for the next reporting period:
013968 (222) CONESTOGA-ROVERS & ASSOCIATES
MONTHLY PROGRESS REPORT Date: November 14, 2006 OCTOBER 2006 Section: Monthly Progress Report Page: 8 of 7
− Water from Wet Wells #1, #2 and #3 will be sent to the new 300 gpm water treatment system. The system will be tested to ensure the effectiveness of the system. Once the system is fully operational, GM will discharge the treated water directly to the creek under the Facility’s National Pollutant Discharge Elimination System (NPDES) Discharge Permit.
− Spring and seep sampling as part of the SSC Work Plan will continue during the next quarter as precipitation conditions allow;
− SSC spring and seep data package will be submitted in November 2006. − A work plan (SSC Work Plan: Addendum No. 5) for further investigation of the Spring
018 area will be submitted; − SSC Work Plan Addendum No. 6 which presents a list of seeps and springs that are
proposed to be removed from the quarterly sampling program will be submitted to U.S. EPA for review;
− Excavation will continue on Parcel 22 upstream of Broomsage Road (SES work area). The work requires the closure of Broomsage Road to excavate impacted material near the Broomsage Road culvert at Parcel 22. Replacement of the culvert will begin in November 2006;
− Excavation will continue in the Downstream Parcels, downstream of Broomsage Road (ENTACT work area);
− Restoration of Tributary 3 will begin during November 2006; − Restoration of Parcels 20 and 22 will continue during November 2006; − Operation of Borrow Area 39-1 will continue; − Tree consolidation, chipping, and mulching will continue through November 2006; − Road repair work will continue, as needed; − The <50 mg/kg RA soils from the creek will be placed in the approved East Plant Area
fill areas; − The ≥50 mg/kg RA soils from the creek will be taken to Heritage Landfill in Roachdale,
Indiana for disposal; and − Construction of western portion of DC3 will be completed in November 2006.
013968 (222) CONESTOGA-ROVERS & ASSOCIATES
S ECORSEC 3640.77
FRRSP COSS EC34612.68
MONNE CORSEC3500.17
FCIP IBUDIK ERD677.33
X
X
X
X
X
X
WORK AREA LIMITS
201
207
216
217
218
219
220
221
226
228
293
296 297
300
301
307
317
329
330
331
332
333
337
339
340
306
216
229230
231
233
234
235
236
237
238
241
242
243
244
245
266 267
271
273
275
276
277
279
280
286
287
290291
292
342
239
4
5
7
8
9
10
11
12
13
14
15
1920
21
17
40
39B
72
35
38
36
29
30
27
2526
24
18
40
81
39A
68
64
1
2
53
57
61
62
63
31
71
77
76B
67
108
54
394 395
225
224
357
360
361
362
363366
364
365
367
371
375
374
372
373376
382
398
386
388387
389391
392
393
406
407
408
410
411
409
400
405
348
345
418
208
209
212
213
214215
379
378380
381
384385
399
404
403
402
401
415
420
28B
23A
39A
39A
106
105
65
246
268
37
341
76A
75
8079
78
396 397
294
298
295
302
303
304
305
299
23B
22
74
223
222358 359
390
383
377
370
369
368
56 55
6058
59
66
240
269
270 272 274 278
281
320
349
350
351
325
324326
328 327
323
322321
319
346
318
315
314
316
335336
422
338
334
412
413
6
205200
417 202
203
204
3
211
210
416
419
414
227
232
347
28A
LEGEND
ROADS / PAVED AREAS
RAILROAD TRACKS
FENCE LINE
DIRT ROADS
EXISTING GROUND SURFACEELEVATION CONTOURS (feet AMSL)
EXISTING VEGETATION
EXISTING BUILDINGS
APPROXIMATE PARCEL BOUNDARY
APPROXIMATE GM PROPERTY
APPROXIMATE SURFACE WATER AIR SAMPLING LOCATIONLOCATION
BOUNDARY
AIR SAMPLING GROUP
NOTE:
Scale: Project No : o :Report N :oDrawing N
Project Manager:
Source Reference:
Reviewed By: Date:
THIS BAR MEASURES 1" ON ORIGINAL. ADJUST SCALE ACCORDINGLY.
SCALE VERIFICATION
Approved
NO DateRevision Initial
GM POWERTRAIN BEDFORD FACILITYBEDFORD, INDIANA
AIR SAMPLING LOCATIONSOCTOBER 2006
PARCEL 22 AND DOWNSTREAM PARCELS BASE MAP COMPLETED BY AIR-LAND SURVEYS, FLINT, MI, APRIL 2001.
M.K. P.G. NOVEMBER 2006
13968-00 222 figure 113968-00(222)GN-WA035 NOV 14/2006
AS SHOWN
0 500ft250
PROPERTY BOUNDARY LOCATIONS APPROXIMATEDFROM THE LAWRENCE COUNTY SURVEY PLATS .LOCATIONS MAY NOT ACCURATELY REPRESENT THETRUE BOUNDARIES.
PROPOSED WORK AREA LIMITS
PARCEL 22
R1 S-022-012506-AH-12070 0.07
R1 S-022-012506-AH-12069 0.09
{S-022-012506-AH-12071 0.05}
R1 S-022-012506-AH-12068 0.11
R1 S-022-012506-AH-12067 0.10R1 S-022-012006-AH-12029 1.41
R1 S-022-012506-AH-12066 0.38
R1 S-022-012506-AH-12060 4.44{S-022-012506-AH-12061 9.50}
R1 S-022-012506-AH-12059 0.78 J
R2 S-022-012806-AH-12093 12.00
R1 S-022-012606-KH-12072 2.36 JR1 S-022-012606-KH-12073 0.48 J
R1 S-022-012606-KH-12074 0.92
R1 S-022-012606-KH-12075 1.26 J
R1 S-022-012606-KH-12076 0.39 J
{S-022-013106-AH-12101 0.44 J}R2 S-022-013106-AH-12100 0.37 JR1 S-022-012606-KH-12082 2.50
{S-022-012606-KH-12081 0.17 J}R1 S-022-012606-KH-12080 0.15 J
R1 S-022-012606-KH-12077 0.02 J
R1 S-022-012606-KH-12078 0.02 J
R1 S-022-012606-KH-12079 0.02 J
R2 S-022-020106-AH-12102 0.49 J
R1 S-022-022806-AH-12136 0.04 J
R1 S-022-030106-AH-12143 0.31 J
R1 S-022-031706-AH-12175 1.17
R1 S-022-031706-AH-12178 0.70 J
R1 S-022-031706-AH-12186 1.43R1 S-022-031706-AH-12185 0.02 J
R3 S-022-041006-AH-12220 2.17 J{S-022-041006-AH-12221 1.98 J}
R4 S-022-042106-AH-12284 1.70
R1 S-022-022006-AH-12135 27.60
R1 S-022-022806-AH-12142 2.93 J
R1 S-022-022806-AH-12140 1.82 J
R1 S-022-022806-AH-12139 0.14
R1 S-022-022806-AH-12137 0.05
R1 S-022-022806-AH-12138 0.03 J
{S-022-022806-AH-12141 1.28}
R1 S-022-030106-AH-12144 0.22 J
R1 S-022-030106-AH-12145 0.36 J
R1 S-022-030106-AH-12146 17.70 JR2 S-022-030306-KH-12165 7.52
R1 S-022-030306-KH-12167 0.11 J
R1 S-022-030306-KH-12168 0.46 J
R2 S-022-030306-KH-12169 0.12
R2 S-022-030306-KH-12166 19.10 JR3 S-022-031706-AH-12174 1.27 R3 S-022-032006-AH-12187 1.45
R1 S-022-042606-AH-12286 0.88
R1 S-022-022006-AH-12134 0.17
107H
107E
107G
107A
107F
107B
107D
107C
108E
108A
108B
108F108C
108G
108H
108D
R1 S-022-051606-DL-12328 0.69 J
R1 S-022-051606-DL-12333 0.62 J
R2 S-022-051706-AH-12336 0.94 J
R1 S-022-051506-AH-12312 2.45 JR2 S-022-051806-AH-12337 1.14 J
R2 S-022-051806-AH-12338 0.26R1 S-022-051506-AH-12313 12.00
R1 S-022-051506-AH-12314 21.00R2 S-022-051806-AH-12339 1.80
R1 S-022-051506-AH-12315 2.77 JR2 S-022-051806-AH-12340 0.51 J
{S-022-051806-AH-12341 0.44 J}
R1 S-022-051506-AH-12316 0.10R1 S-022-051706-AH-12335 0.03 J
R1 S-022-051506-AH-12317 8.35 JR2 S-022-051706-AH-12334 0.04
R1 S-022-051506-AH-12318 0.39 J
R1 S-022-051506-AH-12319 0.34 J
R3 S-022-051906-AH-12342 0.62 J
R3 SIDEWALL REMOVED
R1 S-022-062106-AH-12368 ND
R2 SIDEWALL REMOVED
R1 S-022-071806-AH-12394 0.03 J
R1 S-022-071806-AH-12393 0.14R1 S-022-071806-AH-12385 0.06
R1 S-022-071806-AH-12384 0.06
R1 S-022-071806-AH-12380 0.59{S-022-071806-AH-12381 0.58}
R1 S-022-102106-AH-12450 0.52 J{S-022-102106-AH-12451 0.46 J}
R1 S-022-103006-AH-12469 0.12 J
figure 2PARCEL 22 (VERIFICATION AREAS 107, AND 108)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA002 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID107A
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-022-012506-AH-12070R1 0.07{S-022-012506-AH-12071 0.05}
DUPLICATE SAMPLE
J ESTIMATE VALUE
ND NOT DETECTED
EXCAVATION FLOOR SAMPLE RESULTS
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objectivecan be verified in the Verification Area (approximately100ft x 200ft) by calculating the Upper Confidence Limit(UCL) of the average concentration using statistics, ifthe UCL is 1.8 mg/kg the cleanup objective will bemet for the given Verification Area. A value of 0 mg/kgis used in the UCL calculation for sample gridsexcavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location wherethe sidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per VerificationArea except where bedrock is encountered) were collected after thesoil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of TotalPCBs. [ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have beenassigned a ND value of 0 mg/kg based upon their lack of presence inthe data.
- UCL calculations are performed on Aroclors 1242, 1248,1254, and 1260 using the half the quantitation limit where NDresults are reported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to VerificationArea grids or sidewalls where additional rounds of excavation werecompleted due to exceedances of the cleanup criteria.(7). Property boundary locations approximated from the LawrenceCounty survey plats. Locations may not accurately represent thetrue property boundaries.(8.) The verification figure is presented to show progress for thisreporting period. Excavation verification may not be complete asstatistical analysis or further excavation may be required.
80ft400
GRAB SAMPLE LOCATION
5-POINT COMPOSITESIDEWALL SAMPLE
S-022-012606-KH-12082R1 2.50
R1Result(mg/kg)
SampleIDGrid
A
D
C
G
H
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-022-030106-AH-12160 3.150.90S-022-050306-AH-12307
B
107
F
S-022-030106-AH-12162 6.43 1.15S-022-051606-DL-12323
S-022-030106-AH-12163 1.77 J
S-022-071806-AH-12387 0.62 0.62S-022-071806-AH-12387S-022-030106-AH-12150 0.19 J
1.10S-022-052406-AH-12357
S-022-030106-AH-12152 0.04 J
S-022-030106-AH-12153 0.12 0.40 JS-022-052406-AH-12359
S-022-030106-AH-12154 0.65 0.64}{S-022-052406-AH-12361
{S-022-030106-AH-12161 3.16}
R2Result(mg/kg)
SampleID
S-022-031706-AH-12170 0.83{S-022-031706-AH-12171 0.76}S-022-031706-AH-12172 NDS-022-050306-AH-12310 0.72 J
- -
S-022-050306-AH-12299 0.46 J
S-022-050306-AH-12302 0.47 J
S-022-050306-AH-12303 0.68
E {S-022-030106-AH-12151 0.20 J}
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-022-071806-AH-12388 0.99 0.50S-022-101106-AH-12424B
108
FE
- - --- - --- - --
S-022-030106-AH-12155 1.20 1.56S-022-050306-AH-12304S-022-030106-AH-12156 0.20 J 1.38S-022-050306-AH-12305S-022-030106-AH-12157 5.03
- - --
R2Result(mg/kg)
SampleID
S-022-101106-AH-12424 0.50- -- -- -
S-022-050306-AH-12304 1.56S-022-050306-AH-12305 1.38S-022-030306-KH-12164 2.91 J
- -
Sampling RoundR3
Result(mg/kg)
SampleID- -- -- -- -- -- -
- -
R3Result(mg/kg)
SampleID
S-022-050306-AH-12307 0.90
S-022-050306-AH-12309 1.25
S-022-071806-AH-12386 0.77
- -
S-022-052406-AH-12359 0.40 J
{S-022-052406-AH-12361 0.64}
R4Result(mg/kg)
SampleID- -- -
S-022-051606-DL-12323 1.15- -
- -- -- -
- -- -
- -
{S-022-050306-AH-12311 0.80 J} - -
S-022-050306-AH-12300 0.68 J{S-022-050306-AH-12301 0.56 J}
- -- -
S-022-052406-AH-12357 1.10
0.76S-022-052406-AH-12358S-022-052406-AH-12358 0.76
0.45 JS-022-052406-AH-12360S-022-052406-AH-12360 0.45 J - -
EXCAVATED TO BEDROCK EXCAVATED TO BEDROCK
SAMPLE RESULT EXCEEDSCLEANUP CRITERIA
5-POINT COMPOSITE SIDEWALLSAMPLE REMOVED OR EXCAVATEDTO BEDROCK
S-022-071806-AH-12386 0.77
CB CREEK BED SAMPLE
Sampling Round
PARCEL 22
S-022-021406-AH-12124 0.17R1S-022-021406-AH-12125 0.11R1
S-022-021406-AH-12127 0.27 JR1
S-022-021406-AH-12126 0.20R1
R1 S-022-031706-AH-12184 0.13 J
R1 S-022-022006-AH-12128 ND
R1 S-022-022006-AH-12129 ND
R1 S-022-022006-AH-12130 ND{S-022-022006-AH-12131 ND}
R1 S-022-022006-AH-12132 ND
R1 S-022-022006-AH-12133 ND
110E
110A
110B
110F110C
110H
110G110D
111G
111E
111A
111B
111F
111D
111C
111H
R1 S-022-051606-DL-12331 0.07{S-022-051606-DL-12332 0.11}
R1 S-022-051606-DL-12330 0.28 JR1 S-022-051606-DL-12329 0.97
R1 S-022-071806-AH-12382 0.54
R1 S-022-071806-AH-12383 0.97
R2 S-022-101606-KH-12436 1.13R1 S-022-101006-AH-12407 3.71
R2 S-022-101606-KH-12437 0.46R1 S-022-101006-AH-12408 4.24
figure 3PARCEL 22 (VERIFICATION AREAS 110, AND 111)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA003 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID110A
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-022-051606-DL-12331R1 0.07{S-022-051606-DL-12332 0.11}
DUPLICATE SAMPLE
J ESTIMATE VALUE
ND NOT DETECTED
EXCAVATION FLOOR SAMPLE RESULTS
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objectivecan be verified in the Verification Area (approximately100ft x 200ft) by calculating the Upper Confidence Limit(UCL) of the average concentration using statistics, ifthe UCL is 1.8 mg/kg the cleanup objective will bemet for the given Verification Area. A value of 0 mg/kgis used in the UCL calculation for sample gridsexcavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location wherethe sidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per VerificationArea except where bedrock is encountered) were collected after thesoil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of TotalPCBs. [ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have beenassigned a ND value of 0 mg/kg based upon their lack of presence inthe data.
- UCL calculations are performed on Aroclors 1242, 1248,1254, and 1260 using the half the quantitation limit where NDresults are reported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to VerificationArea grids or sidewalls where additional rounds of excavation werecompleted due to exceedances of the cleanup criteria.(7). Property boundary locations approximated from the LawrenceCounty survey plats. Locations may not accurately represent thetrue property boundaries.(8.) The verification figure is presented to show progress for thisreporting period. Excavation verification may not be complete asstatistical analysis or further excavation may be required.
80ft400
GRAB SAMPLE LOCATION
SAMPLE RESULT EXCEEDS
5-POINT COMPOSITE
CLEANUP CRITERIA
SIDEWALL SAMPLE
S-022-101006-AH-12407R1 3.71
R1Result(mg/kg)
SampleIDGrid
A
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-022-101106-AH-12432 0.32 J 0.32 JS-022-101106-AH-12432B
110
F
E
S-022-101006-AH-12416 0.32 J 0.32 JS-022-101006-AH-12416
S-022-101006-AH-12420 1.26 J 1.26 JS-022-101006-AH-12420
S-022-071806-AH-12389 0.77 0.77S-022-071806-AH-12389S-022-071806-AH-12390 1.51
0.27 JS-022-101006-AH-12417
S-022-071806-AH-12392 0.44 J 1.22 JS-022-101006-AH-12418S-022-101006-AH-12422 0.55 0.55S-022-101006-AH-12422
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-022-101106-AH-12426 0.32 J 0.32 JS-022-101106-AH-12426B
111E
S-022-101106-AH-12429 0.62 0.62S-022-101106-AH-12429- - --- - --
S-022-101106-AH-12425 0.33 0.33S-022-101106-AH-12425S-022-101106-AH-12430 0.18 J 0.18 JS-022-101106-AH-12430
- - --- - --
{S-022-071806-AH-12391 1.41}
D {S-022-101006-AH-12421 1.47 J} 1.47 J}{S-022-101006-AH-12421
C S-022-101006-AH-12419 0.82 0.82S-022-101006-AH-12419
Sampling RoundR2
Result(mg/kg)
SampleID- -- -- -- -- -- -
S-022-101006-AH-12417 0.27 J
S-022-101006-AH-12418 1.22 J- -
F {S-022-101106-AH-12431 0.19 J} 0.19 J}{S-022-101106-AH-12431
PARCEL 22
112A
403A
403B
403C
403D
403H
403G
403F
403E
112E
112H
112G
112C
112B
112F
112D
R1 S-022-101006-AH-12409 3.74 JR2 S-022-101606-KH-12438 2.51 J
R1 S-022-101006-AH-12414 ND
R1 S-022-101006-AH-12413 ND
R1 S-022-101006-AH-12412 0.02 J
R1 S-022-101006-AH-12415 0.03 J
R1 S-022-101106-AH-12423 ND
R1 S-022-101006-AH-12410 0.28 J{S-022-101006-AH-12411 0.45}
R3 S-022-101906-KH-12439 0.02 J
PARCEL 21
figure 4PARCELS 21 AND 22 (VERIFICATION AREAS 112, AND 403)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA004 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-022-101006-AH-12410R1 0.28 J{S-022-101006-AH-12411 0.45}
DUPLICATE SAMPLE
J ESTIMATE VALUE
ND NOT DETECTED
EXCAVATION FLOOR SAMPLE RESULTS
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objectivecan be verified in the Verification Area (approximately100ft x 200ft) by calculating the Upper Confidence Limit(UCL) of the average concentration using statistics, ifthe UCL is 1.8 mg/kg the cleanup objective will bemet for the given Verification Area. A value of 0 mg/kgis used in the UCL calculation for sample gridsexcavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location wherethe sidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per VerificationArea except where bedrock is encountered) were collected after thesoil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of TotalPCBs. [ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have beenassigned a ND value of 0 mg/kg based upon their lack of presence inthe data.
- UCL calculations are performed on Aroclors 1242, 1248,1254, and 1260 using the half the quantitation limit where NDresults are reported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to VerificationArea grids or sidewalls where additional rounds of excavation werecompleted due to exceedances of the cleanup criteria.(7). Property boundary locations approximated from the LawrenceCounty survey plats. Locations may not accurately represent thetrue property boundaries.(8.) The verification figure is presented to show progress for thisreporting period. Excavation verification may not be complete asstatistical analysis or further excavation may be required.
80ft400
GRAB SAMPLE LOCATION
SAMPLE RESULT EXCEEDS
5-POINT COMPOSITE
CLEANUP CRITERIA
SIDEWALL SAMPLE
S-022-101006-AH-12409R1 3.74 J
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-021-102506-AH-12464 ND NDS-021-102506-AH-12464B
112
FE
S-021-102506-AH-12466 0.02 J 0.02 JS-021-102506-AH-12466S-021-102506-AH-12467 ND NDS-021-102506-AH-12467S-021-102506-AH-12468 ND NDS-021-102506-AH-12468S-022-101106-AH-12427 0.97 0.11 JS-022-102506-AH-12462S-022-101106-AH-12428 0.09 0.04S-022-102506-AH-12463
- - --- - --
R1Result(mg/kg)
SampleIDGrid
A
DC
G
H
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-021-102506-AH-12457 0.02 J 0.02 JS-021-102506-AH-12457B
403
FE
S-021-102506-AH-12458 0.02 J 0.02 JS-021-102506-AH-12458S-021-102506-AH-12459 0.01 J 0.01 JS-021-102506-AH-12459S-021-102506-AH-12465 0.04 J 0.04 JS-021-102506-AH-12465S-021-102506-AH-12454 0.05 J 0.05 JS-021-102506-AH-12454S-022-102506-AH-12455 0.04 J 0.04 JS-022-102506-AH-12455S-022-102506-AH-12456 0.03 J 0.03 JS-022-102506-AH-12456S-022-102506-AH-12460 0.03 J 0.03 JS-022-102506-AH-12460
112A
{S-022-102506-AH-12461 0.05} 0.05}{S-022-102506-AH-12461
Sampling RoundR2
Result(mg/kg)
SampleID
- -- -
S-022-102506-AH-12463 0.04S-022-102506-AH-12462 0.11 J
- -- -- -- -
R1 13.10S-023-012505-CL-8005
R1 28.00S-023-012505-CL-8004
10.88}{S-023-012505-CL-8006
R1 0.25S-023-012805-CL-8014
R1 19.60 JS-023-012805-CL-8015R1 46.40 JS-023-012805-CL-8016
R1 NDS-076-012405-CH-8000
R1 0.21 JS-023-012405-CH-8001
R1 39.00S-023-020105-CL-8019 CB
24.00}{S-023-020105-CL-8020 CB
R2 S-023-030105-CH-8047 8.83 JR2 S-023-030105-CH-8048 133.70 J
{S-023-030105-CH-8049 130.00}
R1 S-023-030105-CH-8054 18.00 JR1 S-023-030105-CH-8055 14.20 J
R1 S-023-030105-CH-8056 4.74
{S-023-030105-CH-8058 1.38 J}R1 S-023-030105-CH-8057 9.40
R3 12.44 JS-023-031605-CH-8155{S-023-031605-CH-8156
R3 S-023-031605-CH-81576.05 J}1.00 J
R2 S-023-030105-CH-8050 37.40 JR3 5.79 JS-023-031605-CH-8158
EXCAVATED TO BEDROCKR2
R4 SIDEWALL REMOVED
R2 SIDEWALL REMOVED
R2 SIDEWALL REMOVED
R1 13.59 JS-023-012505-CL-8007R2 SIDEWALL REMOVED
R1 S-076-012406-MD-10965 0.03 J
R1 S-076-012406-MD-10966 0.19 J
R1 S-076-012406-MD-10967 0.16 J
R1 S-076-012406-MD-10968 0.22 J
36D 39G
39B
39A
39F
39E
38G38C
38B
38A
38F
38E
37G37C
37B
37A
37F
37E
36G36C
36F
36E
39H39D
38H
38D37H37D
36H
PARCEL 76B
PARCEL 76A
R1 S-076-022306-JV-14215 ND
R1 S-076-022306-JV-14216 0.05 J
R1 S-076-022306-JV-14217 0.07
R1 S-076-022306-JV-14218 0.02 J
PARCEL 23A
PARCEL 23B
R4 SIDEWALL REMOVED
R1 S-023-030606-CH-14308 8.50
R2 S-023-030306-CH-14306 3.43 J
R1 S-023-030306-CH-14307 5.36R1 S-076-030206-JV-14293 0.02 J
R1 S-076-030206-JV-14292 ND
R1 S-076-030206-JV-14294 0.02 J
R1 S-076-030206-JV-14295 0.14 J
36B
36A
39C
R2 S-023-041306-CH-14503 2.75
R2 S-023-041006-MD-14473 2.14 J
R2 S-023-041006-MD-14474 0.54 J
R3 S-023-041006-MD-14475 0.28 J
R3 S-023-041806-CH-14515 0.46
R1 S-023-102106-AH-12452 0.09
R1 S-023-102106-AH-12453 1.42
R1 S-023-103006-AH-12472 ND
R1 S-023-103006-AH-12470 ND{S-023-103006-AH-12471 ND}
figure 5PARCELS 23 AND 76 (VERIFICATION AREAS 36 TO 39)FINAL UNVALIDATED COMPOSITE SAMPLE RESULTS
POST - EXCAVATION SUMMARYGM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA005 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID36A
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-023-103006-AH-12470R1 ND{S-023-103006-AH-12471 ND}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
R1Result(mg/kg)IDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-292-030405-CH-8095 0.02 JB
39
FE
S-023-030405-CH-8094 0.38S-023-030405-CH-8093 0.01 JS-023-030405-CH-8092 0.47S-292-030405-CH-8088 NDS-292-030405-CH-8089 NDS-292-030405-CH-8090 NDS-292-030405-CH-8091 0.02 J
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objectivecan be verified in the Verification Area (approximately100ft x 200ft) by calculating the Upper Confidence Limit(UCL) of the average concentration using statistics, ifthe UCL is 1.8 mg/kg the cleanup objective will bemet for the given Verification Area. A value of 0 mg/kgis used in the UCL calculation for sample gridsexcavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the locationwhere the sidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per VerificationArea except where bedrock is encountered) were collected after thesoil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of TotalPCBs. [ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have beenassigned a ND value of 0 mg/kg based upon their lack of presence inthe data.
- UCL calculations are performed on Aroclors 1242, 1248,1254, and 1260 using the half the quantitation limit where NDresults are reported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to VerificationArea grids or sidewalls where additional rounds of excavation werecompleted due to exceedances of the cleanup criteria.(7). Property boundary locations approximated from the LawrenceCounty survey plats. Locations may not accurately represent the trueproperty boundaries.(8.) The verification figure is presented to show progress for thisreporting period. Excavation verification may not be complete asstatistical analysis or further excavation may be required.
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-023-030106-CH-14262 0.22 0.22S-023-030106-CH-14262
B
38
FE
S-023-031705-CH-8179 2.12 J
S-023-030106-CH-14263 1.00 1.00S-023-030106-CH-14263S-023-030106-CH-14264 0.07 0.07S-023-030106-CH-14264S-023-030106-CH-14265 0.08 0.08S-023-030106-CH-14265S-023-030106-CH-14266 0.04 J 0.04 JS-023-030106-CH-14266
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-076-022306-JV-14219 0.30 J 0.04S-076-033106-CH-14449B
37
F
E
- - --
S-076-012406-MD-10975 0.40 J 0.40 JS-076-012406-MD-10975S-076-012406-MD-10972 0.24 J 0.24 JS-076-012406-MD-10972
S-076-012406-MD-10974 0.14 J 0.14 JS-076-012406-MD-10974S-076-012406-MD-10973 0.42 J 0.42 JS-076-012406-MD-10973
R1Result(mg/kg)
SampleIDGrid
A
DC
G
H
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-076-022506-AH-14234 0.09 J 0.09 JS-076-022506-AH-14234B
36
FE
S-076-022506-AH-14235 0.10 J 0.10 JS-076-022506-AH-14235S-076-022506-AH-14236 3.09 J --
S-076-022506-AH-14237 2.05 --
S-076-022506-AH-14233 0.03 J 0.03 JS-076-022506-AH-14233S-076-022506-AH-14232 0.05 0.05S-076-022506-AH-14232S-076-022506-AH-14230 2.74 J --
S-076-022506-AH-14229 6.21
80ft400
GRAB SAMPLE LOCATION
SAMPLE RESULT EXCEEDS
5-POINT COMPOSITE
CLEANUP CRITERIA
SIDEWALL SAMPLE
S-023-012505-CL-8004R1 28.00
CB CREEK BED SAMPLE
S-292-030405-CH-8095 0.02 JS-023-030405-CH-8094 0.38S-023-030405-CH-8093 0.01 J
S-023-033106-CH-14447 0.21 JS-292-033106-CH-14446 NDS-292-033106-CH-14445 NDS-292-033106-CH-14444 NDS-292-030405-CH-8091 0.02 J
5-POINT COMPOSITE SIDEWALLSAMPLE REMOVED OR EXCAVATEDTO BEDROCK
R2Result(mg/kg)
SampleID- -- -- -- -- -- -- -
{S-076-022506-AH-14231 1.22 J} --- -
S-076-022306-JV-14220 0.26 J 0.26 JS-076-022306-JV-14220{S-076-022306-JV-14221 0.46 J} 0.46 J}{S-076-022306-JV-14221S-076-022306-JV-14222 0.50 J 0.50 JS-076-022306-JV-14222
NDS-076-030206-JV-14290S-076-030206-JV-14290 NDND}{S-076-030206-JV-14291{S-076-030206-JV-14291 ND}
R2Result(mg/kg)
SampleID- -
S-023-030106-CH-14259 0.58 J- -- -- -- -- -
{S-023-030106-CH-14261 1.38}0.58 JS-023-030106-CH-142590.95S-023-030106-CH-14258S-023-030106-CH-14258 0.95
S-023-033106-CH-14448 1.69S-023-030106-CH-14260 1.17
1.69S-023-033106-CH-14448
Sampling RoundR2
Result(mg/kg)
SampleID
S-076-033106-CH-14449 0.04- -- -- -- -- -- -- -- -
Sample
Sampling RoundR2
Result(mg/kg)
SampleID- -- -- -
S-023-033106-CH-14447 0.21 JS-292-033106-CH-14446 NDS-292-033106-CH-14445 NDS-292-033106-CH-14444 ND
- -
ND NOT DETECTED
PARCEL 25
59D59G
59B
59C 59G
59F
59A 59E
58C
58D58H
58G
58A
58B58F
58E
R1 S-025-042905-CH-8512 0.13
R1 S-025-042805-DC-8504 5.97 J
R1 S-025-042805-DC-8503 2.04 J
R1 S-025-042805-DC-8502 25.00R2 SIDEWALL REMOVED
R2 S-025-050905-AH-8569 3.02 JR3 7.17 JS-025-051205-CH-8587R4 0.11S-025-051805-AH-8591
R1 S-025-071206-CH-16012 1.00
R1 S-025-071206-CH-16013 3.32 J
R1 S-025-070306-CH-14829 0.19 J
R1 S-025-071306-CH-16017 0.02 J
R1 S-025-070306-CH-14830 0.27 J{S-025-070306-CH-14831 0.40 J}R1 S-025-071306-CH-16018 0.15
R1 S-025-071306-CH-16023 0.05
R1 S-025-071306-CH-16019 ND
R1 S-025-071306-CH-16022 0.04 J
R1 S-025-071306-CH-16020 0.04 J{S-025-071306-CH-16021 0.04 J}
R2 S-025-080306-MD-16237 0.15 J
figure 6PARCEL 25 (VERIFICATION AREAS 58 AND 59)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA006 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID58A
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-025-071306-CH-16020R1 0.04 J{S-025-071306-CH-16021 0.04 J}
DUPLICATE SAMPLE
J ESTIMATE VALUE
GRAB SAMPLE LOCATION
5-POINT COMPOSITESIDEWALL SAMPLE
S-025-042805-DC-8502R1 25.00
EXCAVATION FLOOR SAMPLE RESULTS
80ft400
R1Result(mg/kg)
SampleIDGrid
A
D
C
G
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-025-100206-CH-16395 0.47 0.47S-025-100206-CH-16395
B
59
FE
S-025-070306-CH-14847 0.41 J 0.41 JS-025-070306-CH-14847
S-025-070306-CH-14848 0.14 J 0.14 JS-025-070306-CH-14848
S-025-070306-CH-14849 0.50
S-025-082206-AM-16293 0.43 0.43S-025-082206-AM-16293S-025-082206-AM-16294 1.76 1.76S-025-082206-AM-16294S-025-100206-CH-16398 1.87S-025-100206-CH-16400 0.65 0.65S-025-100206-CH-16400
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-025-042105-AH-8430 3.97 J 0.11S-025-042805-DC-8501
B
58
FE
S-025-070306-CH-14850 2.181.22S-025-071306-CH-16014
S-025-070306-CH-14852 1.45 1.45S-025-070306-CH-14852S-025-070306-CH-14853 0.83 0.83S-025-070306-CH-14853S-025-070306-CH-14843 0.21 J 0.21 JS-025-070306-CH-14843S-025-070306-CH-14844 9.20 0.03 JS-025-071306-CH-16015S-025-070306-CH-14845 2.92 0.02 JS-025-071306-CH-16016S-025-070306-CH-14846 0.48 0.48S-025-070306-CH-14846
R2Result(mg/kg)
SampleID
S-025-042805-DC-8501 0.11
S-025-071306-CH-16014 1.22
- -- -- -
S-025-071306-CH-16015 0.03 JS-025-071306-CH-16016 0.02 J
- -
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can be verified in the
Verification Area (approximately 100ft x 200ft) by calculating the UpperConfidence Limit (UCL) of the average concentration using statistics, if the UCLis 1.8 mg/kg the cleanup objective will be met for the given Verification Area. Avalue of 0 mg/kg is used in the UCL calculation for sample grids excavated tobedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location where thesidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per Verification Areaexcept where bedrock is encountered) were collected after the soil/sedimentremoval was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs.[ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have been assigned aND value of 0 mg/kg based upon their lack of presence in the data.- UCL calculations are performed on Aroclors 1242, 1248, 1254, and 1260 usingthe half the quantitation limit where ND results are reported. [ENVIRON]- UCL calculations included both floor and sidewall samples.(6). The sampling round (e.g. R1, R2, etc.) correlates to Verification Area grids orsidewalls where additional rounds of excavation were completed due toexceedances of the cleanup criteria.(7). Property boundary locations approximated from the Lawrence County surveyplats. Locations may not accurately represent the true property boundaries.(8.) The verification figure is presented to show progress for this reporting period.Excavation verification may not be complete as statistical analysis or furtherexcavation may be required.
{S-025-070306-CH-14851 2.44}
SAMPLE RESULT EXCEEDSCLEANUP CRITERIA
ND NOT DETECTED
5-POINT COMPOSITE SIDEWALLSAMPLE REMOVED OR EXCAVATEDTO BEDROCK
S-025-100206-CH-16396 0.14 J 0.14 JS-025-100206-CH-16396
S-025-100206-CH-16397 0.20 J 0.20 JS-025-100206-CH-16397
S-025-100206-CH-16399 4.39
Sampling RoundR2
Result(mg/kg)
SampleID- -- -- -- -- -
RE-SAMPLE PENDING
- -- -
- -H {S-025-100206-CH-16401 0.76} 0.76}{S-025-100206-CH-16401- -
RE-SAMPLE PENDING
RE-SAMPLE PENDING RE-SAMPLE PENDING
PARCEL 25
62H
62A
62B
62C
62D
62G
S-025-040505-CH-8340R1 9.77 J
S-025-040505-CH-8341R1 2.85 J
S-025-040505-CH-8342R1 0.51 J
S-025-040505-CH-8343R1 1.07 J
R2 S-025-070805-CH-8678
R1 S-025-050405-CH-8533 0.35 J
R1 S-025-050405-CH-8534 0.12
R1 S-028-050905-AH-8557 0.49 J
R1 S-025-070805-CH-8676 0.17 J
R1 S-025-070805-CH-8677 0.42 J
1.19 J
R2 S-025-070805-CH-8679 3.24
R1 S-025-071305-CH-8736 1.80
R1 S-025-071505-CH-8768 0.05R3 S-025-071505-CH-8769 0.08
R1 S-025-080305-CH-8821 0.21 J
R1 S-025-080305-CH-8822 0.03 J{S-025-080305-CH-8823 0.07}
R1 S-025-080305-CH-8824 ND
62E
62F
64D
64A64E
64F
64B
64C64G
64H
63A
63B63F
63E
63G63C
63H63D
PARCEL 28APARCEL 28B
R1 S-025-070806-CH-14932 0.17 J
R1 S-025-070806-CH-14930 0.08{S-025-070806-CH-14931 0.07}
R1 S-025-070806-CH-14929 0.05
R1 S-025-070306-CH-14832 0.11
R1 S-025-072506-CH-16177 0.20 J
R1 S-025-072506-CH-16174 0.09
R1 S-025-072506-CH-16175 0.12 J
R1 S-025-072506-CH-16176 0.13 J
R1 S-025-080806-CH-18036 0.20 J
figure 7PARCELS 25 AND 28 (VERIFICATION AREAS 62 TO 64)FINAL UNVALIDATED COMPOSITE SAMPLE RESULTS
POST - EXCAVATION SUMMARYGM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA007 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID63A
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-025-080305-CH-8822R1 0.03 J{S-025-080305-CH-8823 0.07}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
GRAB SAMPLE LOCATION
SAMPLE RESULT EXCEEDS
5-POINT COMPOSITE
CLEANUP CRITERIA
SIDEWALL SAMPLE
S-025-040505-CH-8341R1 2.85 J
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-025-042105-AH-8435 3.62 J
B
62
F
E
S-025-042105-AH-8437 170.00 1.37 JS-025-070505-CH-8626S-025-070805-CH-8668 14.46 J 0.03 JS-025-080305-CH-8820S-028-070805-CH-8669 0.39 0.39S-028-070805-CH-8669
S-025-070706-CH-14899 0.24 J 0.24 JS-025-070706-CH-14899S-025-070706-CH-14900 0.05 0.05S-025-070706-CH-14900
S-025-070706-CH-14902 0.04 J 0.04 JS-025-070706-CH-14902S-028-070706-CH-14903 0.07 J 0.07 JS-028-070706-CH-14903
{S-025-042105-AH-8436 3.70 J}S-025-050905-AH-8563 0.63 JS-025-071505-CH-8770 3.00
- -- -- -
- -- -
R2Result(mg/kg)
SampleID
S-025-050405-CH-8537 0.01 J S-025-070505-CH-8618 0.12 J
R3Result(mg/kg)
SampleID
Sampling Round
S-025-070505-CH-8626 1.37 JS-025-080305-CH-8820 0.03 J
- -- -- -
- -- -
S-025-070505-CH-8618 0.12 J
80ft400
R1Result(mg/kg)
SampleIDGrid
A
DC
G
H
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-025-070806-CH-14928 2.13 0.11 JS-025-072506-CH-16173B
63
F
E
S-025-070706-CH-14909 0.24 J 0.24 JS-025-070706-CH-14909S-025-070706-CH-14908 0.17 J 0.17 JS-025-070706-CH-14908S-025-070706-CH-14907 0.11 J 0.11 JS-025-070706-CH-14907S-025-100406-CH-16402 1.47 1.47S-025-100406-CH-16402S-025-070806-CH-14934 0.14 0.14S-025-070806-CH-14934
S-025-070806-CH-14935 0.14 0.14S-025-070806-CH-14935
S-025-070806-CH-14936 0.04 0.04S-025-070806-CH-14936
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-025-082206-AM-16295 0.07 0.07S-025-082206-AM-16295B
64
FE
S-025-100506-CH-16407 0.01 J 0.01 JS-025-100506-CH-16407S-025-100506-CH-16408 0.01 J 0.01 JS-025-100506-CH-16408S-028-100506-CH-16409 0.13 J 0.13 JS-028-100506-CH-16409S-025-082206-AM-16296 0.01 J 0.01 JS-025-082206-AM-16296S-025-082206-AM-16297 0.02 J 0.02 JS-025-082206-AM-16297S-025-082206-AM-16298 0.11 J 0.11 JS-025-082206-AM-16298S-028-082206-AM-16299 0.10 J 0.10 JS-028-082206-AM-16299
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective canbe verified in the Verification Area (approximately 100ft x200ft) by calculating the Upper Confidence Limit (UCL) ofthe average concentration using statistics, if the UCL is
1.8 mg/kg the cleanup objective will be met for the givenVerification Area. A value of 0 mg/kg is used in the UCLcalculation for sample grids excavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location wherethe sidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per VerificationArea except where bedrock is encountered) were collected after thesoil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs.[ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have beenassigned a ND value of 0 mg/kg based upon their lack of presence inthe data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254,and 1260 using the half the quantitation limit where ND resultsare reported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to VerificationArea grids or sidewalls where additional rounds of excavation werecompleted due to exceedances of the cleanup criteria.(7). Property boundary locations approximated from the LawrenceCounty survey plats. Locations may not accurately represent thetrue property boundaries.(8.) The verification figure is presented to show progress for thisreporting period. Excavation verification may not be complete asstatistical analysis or further excavation may be required.
{S-025-070706-CH-14901 0.07} 0.07}{S-025-070706-CH-14901- - - -
Sampling RoundR2
Result(mg/kg)
SampleID
S-025-072506-CH-16173 0.11 J- -- -- -- -- -
- -
- -
ND NOT DETECTED
S-025-100406-CH-16403 0.07 0.07S-025-100406-CH-16403- -
S-025-100406-CH-16404 0.02 J 0.02 JS-025-100406-CH-16404- -
S-025-100406-CH-16405 0.03 J 0.03 JS-025-100406-CH-16405- -
PARCEL 25
PARCEL 28A
PARCEL 28B
67H
66H66D
67D
66A
66E
66F
66G
66B
67A
67B
67C67G
67F
67E
66C
R1 S-028-050905-AH-8560 0.30 J
R1 S-028-050905-AH-8559 0.40
R1 S-028-050905-AH-8558 0.47
68E
68A
68B
68F
68G
68H
68C
68D
R1 S-028-070605-CH-8646 0.08 J
R1 S-028-070605-CH-8647 0.03 J
R1 S-028-070605-CH-8648 ND
R1 S-028-071205-CH-8718 0.05
R1 S-028-071305-CH-8731 0.02 J{S-028-071305-CH-8732 1.04 J}
R1 S-028-070806-CH-14933 ND
R1 S-028-081506-MD-18100 0.05{S-028-081506-MD-18101 0.06}
R1 S-028-081506-MD-18104 0.07 J
R1 S-028-081506-MD-18103 0.13 J
R1 S-028-081506-MD-18102 0.14 J
R1 S-028-080806-CH-18037 0.19 J
R1 S-028-080806-CH-18038 0.19 J
figure 8PARCELS 25 AND 28 (VERIFICATION AREAS 66 TO 68)FINAL UNVALIDATED COMPOSITE SAMPLE RESULTS
POST - EXCAVATION SUMMARYGM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA008 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID66A
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-028-050605-AH-8555R1 0.15{S-028-050605-AH-8556 0.21}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
GRAB SAMPLE LOCATION
SAMPLE RESULT EXCEEDS
5-POINT COMPOSITE
CLEANUP CRITERIA
SIDEWALL SAMPLE
S-025-032405-CH-8248R1 2.70
80ft400
R1Result(mg/kg)
SampleIDGrid
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-028-050605-AH-8550 0.18 J0.13 JS-028-070605-CH-8631
B
66
E
S-028-050605-AH-8549 0.38 J 0.10S-028-070605-CH-8635S-028-050605-AH-8548 0.60 0.44 JS-028-070605-CH-8636S-028-062405-PM-8607 0.19 0.19S-028-062405-PM-8607S-028-050605-AH-8555 0.15
{S-028-062405-PM-8603 0.13} 0.13}{S-028-062405-PM-8603S-028-062405-PM-8604 0.04 0.04S-028-062405-PM-8604S-028-062405-PM-8605 0.11 0.11S-028-062405-PM-8605
{S-028-050605-AH-8556 0.21}
R1Result(mg/kg)
SampleIDGrid
A
D
C
G
H
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-028-070805-CH-8670 0.13 J 0.10 JS-028-070806-CH-14939
67
F
E
0.03 JS-028-080806-MD-18030
S-028-070805-CH-8673 0.610.03 JS-028-080806-MD-18032
S-028-070905-CH-8693 0.01 J1.09S-028-080806-MD-18033
S-028-070706-CH-14904 0.26 J 0.26 JS-028-070706-CH-14904S-028-070905-CH-8689 0.05
0.27 JS-028-080806-MD-18028S-028-070905-CH-8688 0.99 J
0.22 JS-028-080806-MD-18029S-028-070905-CH-8687 0.50 0.21 JS-028-100606-CH-16416
S-028-062405-PM-8602 0.05 0.05S-028-062405-PM-8602F
R1Result(mg/kg)
SampleIDGrid
A
C
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-028-070706-CH-14906 0.15 J 0.15 JS-028-070706-CH-14906B
68
F
E
S-028-070706-CH-14905 0.12 0.12S-028-070706-CH-14905S-028-070905-CH-8690 0.59 0.59S-028-070905-CH-8690
S-028-070905-CH-8691 1.06 J0.19 JS-028-100606-CH-16415
S-025-070806-CH-14937 0.16 0.16S-025-070806-CH-14937
S-028-070806-CH-14938 0.09 0.09S-028-070806-CH-14938
S-028-100506-CH-16412 0.02 J 0.02 JS-028-100506-CH-16412S-028-100506-CH-16414 ND NDS-028-100506-CH-16414
R2Result(mg/kg)
SampleID
S-028-070605-CH-8631 0.13 J
S-028-070605-CH-8635 0.10S-028-070605-CH-8636 0.44 J
- -
- -- -- -- -
A 0.12}{S-028-070605-CH-8632{S-028-070605-CH-8632 0.12}
S-028-070605-CH-8634 0.52 S-028-070605-CH-8634 0.52
B
S-028-070805-CH-8671 0.07 J{S-028-070805-CH-8672 0.05}
0.02 J}{S-028-080806-MD-18031
D {S-028-070905-CH-8692 1.29}
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can be verified in the Verification Area (approximately 100ft x 200ft) by calculating the Upper Confidence Limit (UCL) of the averageconcentration using statistics, if the UCL is 1.8 mg/kg the cleanup objective will be met for the given Verification Area. A value of 0 mg/kg is used in the UCL calculation for sample gridsexcavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location where the sidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per Verification Area except where bedrock is encountered) were collected after the soil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs. [ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have been assigned a ND value of 0 mg/kg based upon their lack of presence in the data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254, and 1260using the half the quantitation limit where ND results are reported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to Verification Area grids orsidewalls where additional rounds of excavation were completed due to exceedancesof the cleanup criteria.(7). Property boundary locations approximated from the Lawrence County survey plats.Locations may not accurately represent the true property boundaries.(8.) The verification figure is presented to show progress for this reporting period.Excavation verification may not be complete as statistical analysis or furtherexcavation may be required.
Sampling RoundR2
Result(mg/kg)
SampleID
- -
S-028-080806-MD-18028 0.27 J
S-028-080806-MD-18029 0.22 JS-028-100606-CH-16416 0.21 J
- -- -
S-028-070806-CH-14939 0.10 J
ND NOT DETECTED
{S-028-080806-MD-18031 0.02 J}S-028-080806-MD-18030 0.03 J
S-028-070805-CH-8671 0.07 J{S-028-070805-CH-8672 0.05}
- -- -
S-028-080806-MD-18032 0.03 J - -- - S-028-070805-CH-8673 0.61
S-028-080806-MD-18033 1.09S-028-070905-CH-8693 0.01 J
- -- -
S-028-070905-CH-8689 0.05- -- -
S-028-070905-CH-8688 0.99 J- -- -
S-025-100406-CH-16406 0.07 0.07S-025-100406-CH-16406
{S-028-100506-CH-16411 0.03 J} 0.03 J}{S-028-100506-CH-16411S-028-100506-CH-16410 0.02 J 0.02 JS-028-100506-CH-16410
S-028-100506-CH-16413 0.20 J 0.20 JS-028-100506-CH-16413
Sampling RoundR2
Result(mg/kg)
SampleID
- -- -
- -- -
S-028-100606-CH-16415 0.19 J
- -- -- -- -
- -- -
- -
71A71E
71F71B
71C
71D 71H
71G
72E72A
72B
72F
72H
72G72C
72D
R1 S-028-071205-CH-8723 0.03 J
R1 S-028-071205-CH-8721 0.16 J
R1 S-028-071205-CH-8720 0.06 J
R1 S-028-071205-CH-8719 0.25
{S-028-071205-CH-8722 0.16 J}
R1 S-028-111705-CH-10746 0.45 J
PARCEL 28B
PARCEL 28A
R1 S-028-081506-MD-18099 0.26
R1 S-028-081506-MD-18098 0.05
R1 S-028-081506-MD-18097 0.56 J
R1 S-028-081506-MD-18096 0.41 J
figure 9PARCEL 28 (VERIFICATION AREAS 71 AND 72)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA009 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID71A
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-028-071205-CH-8721R1 0.16 J{S-028-071205-CH-8722 0.16 J}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
400
GRAB SAMPLE LOCATION
SAMPLE RESULT EXCEEDS
5-POINT COMPOSITE
CLEANUP CRITERIA
SIDEWALL SAMPLE
S-028-091305-CH-10088R1 3.00
80ft
R1Result(mg/kg)
SampleIDGrid
A
DC
G
H
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-028-062405-PM-8608 0.03 0.03S-028-062405-PM-8608B
71
F
E
S-028-062905-CL-8609 0.30 0.30S-028-062905-CL-8609S-028-062905-CL-8610 1.23 J 1.23 JS-028-062905-CL-8610S-028-062905-CL-8611 0.31 0.51S-028-111105-DG-10706S-028-062405-PM-8606 0.02 0.02S-028-062405-PM-8606S-028-070605-CH-8645 0.02 J 0.02 JS-028-070605-CH-8645
S-028-081006-MD-18073 0.33 J 0.33 JS-028-081006-MD-18073S-028-081006-MD-18075 0.03 J 0.03 JS-028-081006-MD-18075
R1Result(mg/kg)
SampleIDGrid
A
D
C
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-028-070905-CH-8694 0.01 J 0.01 JS-028-070905-CH-8694
B
72
FE
S-028-070905-CH-8696 0.06 0.69S-028-100906-CH-16419S-028-081006-MD-18074 0.29 J 0.29 JS-028-081006-MD-18074
S-028-101006-CH-16423 0.03 J 0.03 JS-028-101006-CH-16423S-028-070905-CH-8695 0.02 J 0.06S-028-100606-CH-16417S-028-100906-CH-16418 0.06 0.06S-028-100906-CH-16418S-028-101006-CH-16422 0.13 J 0.13 JS-028-101006-CH-16422S-028-101206-CH-16436 0.05 J 0.05 JS-028-101206-CH-16436
Sampling RoundR2
Result(mg/kg)
SampleID- -- -- -
S-028-111105-DG-10706 0.51- -- -
- -- -
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can beverified in the Verification Area (approximately100ft x 200ft) bycalculating the Upper Confidence Limit (UCL) of the averageconcentration using statistics, if the UCL is 1.8 mg/kg thecleanup objective will be met for the given Verification Area. Avalue of 0 mg/kg is used in the UCL calculation for sample gridsexcavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location wherethesidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per Verification Areaexcept where bedrock is encountered) were collected after the soil/sedimentremoval was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs.[ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have been assigneda ND value of 0 mg/kg based upon their lack of presence in the data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254,and 1260 using the half the quantitation limit where ND results are
reported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to VerificationArea grids or sidewalls where additional rounds of excavation werecompleted due to exceedances of the cleanup criteria.(7). Property boundary locations approximated from the LawrenceCounty survey plats. Locations may not accurately represent thetrue property boundaries.(8.) The verification figure is presented to show progress for this reportingperiod. Excavation verification may not be complete as statistical analysis orfurther excavation may be required.
S-028-080806-MD-18035 0.05 0.05S-028-080806-MD-18035- -
S-028-080806-MD-18034 0.14 J 0.14 JS-028-080806-MD-18034
S-028-101006-CH-16424 0.03 J 0.03 JS-028-101006-CH-16424- -
Sampling RoundR2
Result(mg/kg)
SampleID- -- -
S-028-100906-CH-16419 0.69- -
- -
S-028-100606-CH-16417 0.06- -- -- -
{S-028-100906-CH-16421 1.03} 1.03}{S-028-100906-CH-16421- -S-028-100906-CH-16420 0.83 0.83S-028-100906-CH-16420- -
74D
74H
74C
74G
74F
74A
74B
75B
75C
75H
75F
75A
75E
73D73H
73G
73A73E
73F73B
73C
R1 S-028-070605-CH-8654 0.07
R1 S-028-070605-CH-8653 0.26 J
R1 S-028-070605-CH-8651 0.07 J
R1 S-028-070605-CH-8650 0.02 J
{S-028-070605-CH-8652 0.05}
R1 S-028-071405-CH-8764 1.35 J
R1 S-028-071405-CH-8763 0.94
R1 S-028-071405-CH-8761 0.02 J{S-028-071405-CH-8762 0.07}
R1 S-028-071405-CH-8760 0.07
R1 S-028-071405-CH-8759 ND
R1 S-028-081105-CH-8925 100.00
R1 S-028-101805-CH-10463 5.49 J
R1 S-028-101805-CH-10455 3.65 J
R1 S-028-101805-CH-10456 45.60 J
R1 S-028-101805-CH-10464 6.81 J
R1 S-028-101805-CH-10457 21.00
R1 S-028-101905-CH-10479 233.00 J
R1 S-028-101905-CH-10480 1.46 J
R1 S-028-101805-CH-10465 9.68 J
R1 S-028-101905-CH-10482 0.79
R1 S-028-101805-CH-10458 30.88 J
{S-028-101905-CH-10481 16.60 J}
R2 SIDEWALL REMOVED
R2 SIDEWALL REMOVED
R1 S-028-110305-CH-10638 0.27 JR2 S-028-110305-CH-10639 0.19 J
R1 S-028-110305-CH-10640 0.13 J{S-028-110305-CH-10641 0.03 J}
R1 S-028-110305-CH-10642 ND
R2 S-028-110305-CH-10643 0.21
R2 S-028-110305-CH-10644 0.14
R2 S-028-110405-CH-10655 0.13
R2 S-028-110405-CH-10656 0.01 J
R2 S-028-110405-CH-10657 ND
R1 S-028-101805-CH-10466 4.15 JR2 S-028-110405-CH-10658 0.09
R1 S-028-111705-CH-10750 ND{S-028-111705-CH-10751 0.02 J}
R1 S-028-111705-CH-10752 0.18
R2 S-028-110305-CH-10645 0.07
R1 S-028-110405-CH-10659 0.91
R1 S-028-112105-CH-10782 1.72
R1 S-028-111805-CH-10762 0.02 J
R1 S-028-111805-CH-10760 0.04 J{S-028-111805-CH-10761 0.03 J}
R1 S-028-111805-CH-10768 0.02 J
R1 S-028-111805-CH-10763 0.34
R1 S-028-111805-CH-10767 1.17R1 S-028-111805-CH-10759 0.48R1 S-028-111805-CH-10764 0.12 J
R1 S-028-111805-CH-10765 0.23 J
R1 S-028-111805-CH-10757 ND
R1 S-028-111805-CH-10758 0.06
R1 S-028-111805-CH-10766 ND
R1 S-028-111805-CH-10756 ND
R2 S-028-113005-CH-10816 0.14
R1 S-028-021706-AN-14154 6.31 J
R1 S-028-021706-AN-14158 0.47 J
CB
R1 S-028-021106-CH-14097 0.30 CB
R1 S-028-021106-CH-14098 11.31 J CB
R1 S-028-021706-AN-14157 1.27
R1 S-028-021706-AN-14155 0.13
R1 S-028-021706-AN-14156 0.05
PARCEL 28A
PARCEL 28B
R1 S-028-021706-AN-14163 0.29
R1 S-028-021706-AN-14164 0.15
R2 S-028-022106-CH-14183 0.33 CB
R1 S-028-022106-CH-14184 0.01 J
R1 S-028-022106-CH-14185 0.01 J
R1 S-028-022106-CH-14187 0.01 J
R2 S-028-022106-CH-14188 0.08 CB
R2 S-028-022106-CH-14189 ND
R1 S-028-022106-CH-14190 ND{S-028-022106-CH-14191 ND}
R1 S-028-022106-CH-14195 0.03 J
R1 S-028-022106-CH-14194 0.56 J
R1 S-028-022106-CH-14192 0.12
75D
R1 S-028-022106-CH-14186 0.02 J
R1 S-028-081506-MD-18095 0.18 J
R1 S-028-081506-MD-18094 8.37 J74E R2 S-028-090506-CH-16326 2.00 J
75G
figure 10PARCEL 28 (VERIFICATION AREAS 73 TO 75)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA010 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID73A
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-028-070605-CH-8651R1 0.07 J{S-028-070605-CH-8652 0.05}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
80ft400
GRAB SAMPLE LOCATION
SAMPLE RESULT EXCEEDS
5-POINT COMPOSITE
CLEANUP CRITERIA
SIDEWALL SAMPLE
S-028-062905-CL-8615R1 4.81
R1Result(mg/kg)
SampleIDGrid
A
D
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-028-071105-CH-8704 4.17B
73
FE
S-028-071105-CH-8703 3.42 0.39S-028-111005-CG-10704S-028-071105-CH-8701 5.22 J
S-028-071905-CH-8779 0.45 0.45S-028-071905-CH-8779S-028-071105-CH-8705 1.28 J 1.28 JS-028-071105-CH-8705S-028-070705-CH-8660 0.30 0.25 JS-028-111005-CG-10697S-028-070705-CH-8659 0.11 J 0.63S-028-111005-CG-10698S-028-071905-CH-8780 0.20 0.14 JS-028-111005-CG-10699
R1Result(mg/kg)
SampleIDGrid
A
D
C
H
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-028-081105-CH-8917 89.60 JB
74
FE
S-028-070705-CH-8655 5.09
S-028-070705-CH-8656 0.92 J0.83S-028-111005-CG-10690
S-028-070705-CH-8657 1.00 1.14S-028-111005-CG-10692S-028-081105-CH-8916 3.66 J
S-028-111005-CG-10683 0.18 0.18S-028-111005-CG-10683S-028-070705-CH-8661 13.00
S-028-070705-CH-8663 12.10 J
R1Result(mg/kg)
SampleIDGrid
A
D
C
G
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-028-062905-CL-8612 2.99
B
75
F
E
S-028-062905-CL-8614 2.30S-028-062905-CL-8615 4.81
S-028-062905-CL-8616 1.11
0.04 0.04S-028-081006-MD-18076
S-028-081006-MD-18077 ND NDS-028-081006-MD-18077
S-028-081006-MD-18078 0.06 J 0.06 JS-028-081006-MD-18078
S-028-081506-MD-18090 0.10 J 0.10 JS-028-081506-MD-18090
{S-028-062905-CL-8613 1.99}
R2Result(mg/kg)
SampleID
S-028-081006-MD-18076 --
2.18 JS-028-111105-DG-10710
--
--
--
0.19 JS-028-071405-CH-8758 S-028-111105-DG-10708 0.34 J
G {S-028-070705-CH-8662 16.30 J}
C {S-028-071105-CH-8702 7.60}
S-028-111105-DG-10707 1.60S-028-071405-CH-8757 ND
R2Result(mg/kg)
SampleID
0.98S-028-072505-CH-8804
----
0.25 JS-028-111005-CG-106970.63S-028-111005-CG-10698
0.14 JS-028-111005-CG-10699
S-028-111005-CG-10705 0.17 JS-028-072505-CH-8805 0.17
1.11S-028-111105-DG-107091.11S-028-072505-CH-8807
R2Result(mg/kg)
SampleID
0.83S-028-111005-CG-10690
1.14S-028-111005-CG-10692
--
Sampling Round
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can be verified in the Verificatio Area (approximately 100ft x200 ft) by calculating the Upper Confidence Limit (UCL) of the average concentration using statistics, if the UCL is 1.8 mg/kg the cleanup objective wil be met for the given Verification Area. A value of 0 mg/kg is used in the UCLcalculation for sample grids excavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location where the sidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per Verification Area except where bedrock is encountered) were collectedafter the soil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs. [ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have been assigned a ND value of 0 mg/kg based upon their lack ofpresence in the data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254, and 1260 using the half the quantitation limit whereND results are reported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to Verification Area grids or sidewalls where additional rounds of excavationwere completed due to exceedances of the cleanup criteria.(7). Property boundary locations approximated from the Lawrence County survey plats. Locations may not accurately representthe true property boundaries.(8.) The verification figure is presented to show progress for this reporting period. Excavation verificationmay not be complete as statistical analysis or further excavation may be required.
0.43S-028-081105-CH-8918 0.39 JS-028-111005-CG-106892.10S-028-091405-CH-10096
2.00S-028-091405-CH-10097
--
--
R3Result(mg/kg)
SampleID
0.39 JS-028-111005-CG-10689
--
----------
--
--
Sampling RoundR3
Result(mg/kg)
SampleID
0.39S-028-111005-CG-10704
--
----------
S-028-111005-CG-10705 0.17 J
0.57}{S-028-111005-CG-106910.57}{S-028-111005-CG-10691 --
S-028-111005-CG-10684 0.23 JS-028-111005-CG-10684 0.23 J
0.14S-028-111005-CG-106850.14S-028-111005-CG-10685
Sampling Round
0.34 JS-028-111105-DG-10708
R3Result(mg/kg)
SampleID
--
--
--
--
1.11S-028-111105-DG-10709
S-028-111105-DG-10707 1.60
5.12 J}{S-028-111105-DG-10711S-028-111705-CH-10749 0.02 J S-028-111705-CH-10749 0.02 J
0.02 JS-028-111805-CH-10755 0.02 JS-028-111805-CH-10755
CB CREEK BED SAMPLE
5-POINT COMPOSITE SIDEWALLSAMPLE REMOVED OR EXCAVATEDTO BEDROCK
ND NOT DETECTED
H {S-028-081506-MD-18091 0.09 J} 0.09 J}{S-028-081506-MD-18091-- --
0.24 JS-028-081506-MD-18089 S-028-081506-MD-18089 0.24 J
0.09 J 0.09 JS-028-101006-CH-16425S-028-101006-CH-16425 -- --
S-028-101106-CH-16426 0.05 0.05S-028-101106-CH-16426-- --
S-028-101106-CH-16427 0.30 0.30S-028-101106-CH-16427-- --
S-028-101106-CH-16428 0.41 J 0.41 JS-028-101106-CH-16428-- --
78A
78B
78C
78D
78H
78F
78G
78E
76A
76B
76C
76D
76G
76F
76E
77A
77B
77C
77D
77G
77F
R1 S-028-070805-CH-8686 0.01 J
R1 S-028-070805-CH-8685 0.23 J
R1 S-028-070805-CH-8684 0.05
R1 S-028-071405-CH-8767 0.05
R1 S-028-071405-CH-8766 0.26 J
R1 S-028-071405-CH-8765 0.05
{S-028-071905-CH-8782 0.19}R1 S-028-071905-CH-8781 0.14
R1 S-028-071105-CH-8697 0.25 J
R1 S-028-081005-CH-8906 0.11 J
R1 S-028-081005-CH-8907 0.23 J
R1 S-028-081005-CH-8908 0.31 JR1 S-030-091505-JR-10120 0.85
R1 S-028-092305-CH-10179 0.53{S-028-092305-CH-10181 0.29 J}
R1 S-028-092305-CH-10180 0.31 J
R1 S-028-101805-CH-10468 12.71 J
R1 S-028-101905-CH-10484 16.50 J
R1 S-028-101805-CH-10460 15.48 J
R1 S-028-101805-CH-10467 2.32 JR1 S-028-101905-CH-10483 1.57 J
R1 S-028-101805-CH-10459 9.55
R1 S-028-101805-CH-10462 32.70 J
{S-028-101805-CH-10461 13.45 J}R2 SIDEWALL REMOVED
R1 S-028-110305-CH-10647 0.17
R2 S-028-110305-CH-10646 0.12
R2 S-028-110405-CH-10653 1.37
R1 S-028-110405-CH-10654 5.88
R2 S-028-110405-CH-10660 0.20 J{S-028-110405-CH-10661 0.25 J}
R2 S-028-110405-CH-10662 1.31
R1 S-028-111705-CH-10753 0.03 J
R1 S-028-111705-CH-10754 0.06
R1 S-028-112205-CH-10802 ND
R1 S-028-112205-CH-10803 2.90 J
R1 S-028-112205-CH-10804 0.02 J
R1 S-028-112205-CH-10799 ND
R1 S-028-112205-CH-10800 ND{S-028-112205-CH-10801 ND}
R2 SIDEWALL REMOVED
R1 S-028-121205-CH-10842 0.94 J
R1 S-028-121205-CH-10844 NDR1 S-028-121205-CH-10843 0.04
R1 S-028-121205-CH-10845 0.03 J
R1 S-028-121205-CH-10850 2.98{S-028-121205-CH-10851 3.54}
R2 SIDEWALL REMOVED
R1 S-028-010506-CH-10879 0.26 J
R1 S-028-010506-CH-10887 1.90 J
76H
R1 S-028-010906-KS-10926 0.15
R2 S-028-013006-AH-10998 0.02 J
R1 S-028-021106-CH-14095 7.01 JCB
R2 S-028-021706-AN-14167 0.03 J CB
R1 S-028-021106-CH-14096 2.70 JCB
R2 S-028-021706-AN-14168 0.35 JCB
R1 S-028-021706-AN-14159 0.02 J
R1 S-028-021706-AN-14166 0.04 J
R1 S-028-021706-AN-14165 0.04 J
R1 S-028-021706-AN-14160 0.02 J{S-028-021706-AN-14161 0.02 J}
77H
R2 SIDEWALL REMOVEDR1 S-028-021706-AN-14162 5.90R2 S-028-022106-CH-14193 0.26
77E
PARCEL 28A
figure 11PARCEL 28A (VERIFICATION AREAS 76 TO 78)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA011 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID76A
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-028-071905-CH-8781R1 0.14{S-028-071905-CH-8782 0.19}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
80ft400
GRAB SAMPLE LOCATION
SAMPLE RESULT EXCEEDS
5-POINT COMPOSITE
CLEANUP CRITERIA
SIDEWALL SAMPLE
S-028-071105-CH-8700R1 8.80
R1Result(mg/kg)
SampleIDGrid
A
DC
G
H
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-028-071905-CH-8791 0.38 J 0.38 JS-028-071905-CH-8791
B
76
F
E
S-028-071905-CH-8794 0.89 J 0.89 JS-028-071905-CH-8794S-028-071905-CH-8796 0.62 J 0.62 JS-028-071905-CH-8796S-028-071105-CH-8700 8.80 0.62S-028-072505-CH-8806
S-028-071905-CH-8793 0.03 J 0.57 J}{S-028-111005-CG-10701S-028-071905-CH-8795 0.04 J --
S-028-071905-CH-8797 0.10 0.43S-028-111005-CG-10703
S-028-071105-CH-8699 33.60 J
R1Result(mg/kg)
SampleIDGrid
A
D
C
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-028-070705-CH-8658 0.47 0.28 JS-028-111005-CG-10693B
77
FE
S-028-071305-CH-8737 0.72 0.47S-028-111005-CG-10694S-028-071305-CH-8738 0.47 J NDS-028-112205-CH-10806
S-028-071305-CH-8739 3.16 J
S-028-070705-CH-8664 11.20S-028-070705-CH-8665 0.10 1.45S-028-111005-CG-10687
S-028-111005-CG-10688 1.42 1.42S-028-111005-CG-10688S-028-111105-DG-10714 16.72 J
R1Result(mg/kg)
SampleIDGrid
A
G
H
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-028-062905-CL-8617 10.27
B
78
F
0.04 JS-028-111705-CH-10747
{S-028-081806-MD-16281 0.58} 0.58}{S-028-081806-MD-16281S-028-092305-CH-10178 0.94 0.94S-028-092305-CH-10178
S-028-081506-MD-18093 0.55 0.55S-028-081506-MD-18093
S-028-081806-MD-16278 1.78
S-028-081806-MD-16282 1.02 1.02S-028-081806-MD-16282
S-028-081806-MD-16283 0.53 0.53S-028-081806-MD-16283
R2Result(mg/kg)
SampleID
----
--
0.13 JS-028-072505-CH-8809
--
--
Sampling RoundR2
Result(mg/kg)
SampleID
1.95 JS-028-111005-CG-10702
0.38 JS-028-111005-CG-107000.62S-028-072505-CH-8806
----
0.43S-028-111005-CG-10703
8.40S-028-072505-CH-8811
--
{S-028-071905-CH-8792 1.30} 1.30}{S-028-071905-CH-8792--
0.18 JS-028-072505-CH-88080.02 JS-028-111705-CH-10748
R3Result(mg/kg)
SampleID
----------
--
--
--
R2Result(mg/kg)
SampleID
0.28 JS-028-111005-CG-106930.47S-028-111005-CG-106946.57S-028-111005-CG-10695
1.45S-028-111005-CG-10687--
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can be verified in the Verification Area (approximately 100ft x 200ft by calculating theUpper Confidence Limit (UCL) of the average concentration using statistics, if the UCL is 1.8 mg/kg the cleanup objective will be met forthe given Verification Area. A value of 0 mg/kg is used in the UCL calculation for sample grids excavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location where the sidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per Verification Area except where bedrock is encountered) were collected after the soil/sedimentremoval was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs. [ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have been assigned a ND value of 0 mg/kg based upon their lack of presence in the data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254, and 1260 using the half the quantitation limit where ND results are reported.[ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to Verification Area grids or sidewalls where additional rounds of excavation were completed dueto exceedances of the cleanup criteria.(7). Property boundary locations approximated from the Lawrence County survey plats. Locations may not accurately represent the true propertyboundaries.(8.) The verification figure is presented to show progress for this reporting period. Excavation verification may not becomplete as statistical analysis or further excavation may be required.
0.12}{S-028-080805-CH-88920.19 JS-028-080805-CH-8891
0.38 JS-028-111005-CG-107000.57 J}{S-028-111005-CG-10701 --
E
2.13 JS-028-111105-DG-107202.87 J}{S-028-111105-DG-10721
----
R3Result(mg/kg)
SampleID
----
NDS-028-112205-CH-10806
--
--
--
--
S-028-111005-CG-10696 4.06 J
1.47S-028-111005-CG-106861.47S-028-111005-CG-10686
R3Result(mg/kg)
SampleID
2.06 JS-028-111105-DG-10712
3.09 JS-028-111105-DG-10713
--
----
--
--
--
R4Result(mg/kg)
SampleID
----------
--
--
--
--
1.53 JS-028-121205-CH-108402.08 J}{S-028-121205-CH-10841
Sampling Round
Sampling Round
R4Result(mg/kg)
SampleID
------
--
--
--
--
R4Result(mg/kg)
SampleID
0.02 JS-028-111705-CH-10748
0.04 JS-028-111705-CH-10747
--
----
--
--
--
S-028-112205-CH-10805 0.10 S-028-112205-CH-10805 0.10
5-POINT COMPOSITE SIDEWALLSAMPLE REMOVED OR EXCAVATEDTO BEDROCK
1.59 JS-028-010906-KS-10922 1.59 JS-028-010906-KS-10922
CB CREEK BED SAMPLE
ND NOT DETECTED
S-028-070705-CH-8666 3.26 J
0.04S-028-081506-MD-180920.04S-028-081506-MD-18092
0.02 JS-028-081806-MD-162790.02 JS-028-081806-MD-16279
CS-028-081806-MD-16280 0.56 0.56S-028-081806-MD-16280-- -- --
DS-028-081806-MD-16284 0.02 J 0.02 JS-028-081806-MD-16284
-- -- --
S-028-101106-CH-16429 0.67 0.67S-028-101106-CH-16429-- -- --
S-028-101106-CH-16430 2.18 -- --
{S-028-101106-CH-16431 1.81} -- --
S-028-101106-CH-16432 0.22 J 0.22 JS-028-101106-CH-16432-- -- --
S-028-101206-CH-16433 0.66 0.66S-028-101206-CH-16433-- -- --
RE-SAMPLE PENDING RE-SAMPLE PENDING
81A
81F
81G
81D
80A
80E
80F80B
80C
80H
79C
79F
R1 S-028-071905-CH-8783 0.91
R1 S-028-071305-CH-8750 23.00
R1 S-028-071105-CH-8698 1.39 J
R1 S-028-071305-CH-8751 7.20 J
R1 S-028-071305-CH-8745 4.67 J
R1 S-028-071305-CH-8754 12.95 J
R1 S-028-071305-CH-8749 4.11 J
R1 S-028-071305-CH-8753 57.50 J
R1 S-028-071305-CH-8748 0.40
R1 S-028-071305-CH-8747 530.00
R1 S-028-071405-CH-8755 82.00
R1 S-028-071305-CH-8746 50.00
R1 S-028-071405-CH-8756 140.00
{S-028-071305-CH-8752 9.99}
PARCEL 28A
R2 SIDEWALL REMOVED
R2 SIDEWALL REMOVED
R2 SIDEWALL REMOVED
R2 SIDEWALL REMOVED
R2 SIDEWALL REMOVED
R2 SIDEWALL REMOVED
R2 SIDEWALL REMOVED
R2 SIDEWALL REMOVED
R2 SIDEWALL REMOVED
R1 S-030-091505-JR-10121 0.03 J{S-030-091505-JR-10122 0.04}
R1 S-030-091505-JR-10123 0.04
R1 S-030-091505-JR-10124 0.25
R1 S-030-091905-CH-10165 0.04 J
R1 S-030-091905-CH-10164 0.03 J
R1 S-030-091905-CH-10163 ND
R1 S-030-091905-CH-10162 0.13
R1 S-028-092305-CH-10183 0.59
R1 S-028-092305-CH-10182 0.15 J
R1 S-028-120105-CH-10826 0.10
R2 S-028-120105-CH-10825 0.23 J
R1 S-028-121205-CH-10846 0.04 J
R1 S-028-120105-CH-10824 0.05
R1 S-028-121205-CH-10847 0.20 J
R1 S-028-121205-CH-10849 0.46 J
R1 S-028-121205-CH-10848 5.83 J
81B81E
80G
PARCEL 30
R2 SIDEWALL REMOVED
R1 S-028-010506-CH-10880 2.08 JR1 S-028-010506-CH-10886 0.89
{S-028-010506-CH-10881 6.53 J}
R1 S-028-010506-CH-10882 2.50
R1 S-028-010506-CH-10885 0.50
R1 S-028-010506-CH-10884 6.00
R1 S-028-010506-CH-10883 2.60
79E
R1 S-028-010906-KS-10928 5.70
R1 S-028-010906-KS-10930 0.69{S-028-010906-KS-10931 0.73}
R1 S-028-010906-KS-10929 2.80
R1 S-028-010906-KS-10927 0.57
R1 S-028-010906-KS-10932 0.08
R2 EXCAVATED TO BEDROCK
R2 EXCAVATED TO BEDROCK
R2 EXCAVATED TO BEDROCK
R2 EXCAVATED TO BEDROCK
R2 SIDEWALL REMOVED
R2 SIDEWALL REMOVED
79B
R1 S-028-020106-KS-14033 0.12
R1 S-028-020106-KS-14026 0.17
R1 S-028-020106-KS-14027 0.04
R1 S-028-020106-KS-14028 0.14
R1 S-028-020106-KS-14030 0.05{S-028-020106-KS-14031 0.13}
R1 S-028-020106-KS-14029 0.11
R1 S-028-020106-KS-14032 0.22
R1 S-028-020106-KS-14025 0.05
R1 S-028-020106-KS-14024 0.34 J
R1 S-028-020106-KS-14023 ND
79D
R1 S-028-021106-CH-14094 0.19 CBR1 S-028-021106-CH-14093 0.23 JCB
R1 S-028-021306-AN-14101 0.01 J
R1 S-028-021306-AN-14099 0.02 J{S-028-021306-AN-14100 0.02 J}
R1 S-028-021106-CH-14092 0.03 JCB
79G
R1 S-030-051806-CH-14630 0.04 J{S-030-051806-CH-14631 0.01 J}
R1 S-028-062706-CH-14776 0.04 J
R1 S-028-062706-CH-14778 0.43 JR1 S-030-062706-CH-14777 0.78
R1 S-030-070306-CH-14864 13.10
R1 S-030-070306-CH-14855 1.00R1 S-028-070606-CH-14878 0.43 J
R1 S-028-070306-CH-14856 ND
R1 S-028-070306-CH-14857 0.33
80D
81H
R1 S-030-072406-AN-16136 0.14
R2 S-030-072406-AN-16138 0.16 J
R1 S-030-072406-AN-16135 3.68 J
R1 S-030-072406-AN-16137 ND
79H
R1 S-030-082406-AH-16312 0.18 J
R1 S-030-082406-AH-16310 2.59{S-030-082406-AH-16311 4.42 J}
R2 RE-SAMPLE PENDING
79A
R2 SIDEWALL REMOVED
R1 S-030-090506-CH-16323 ND
R1 S-028-090506-CH-16320 0.04 J{S-028-090506-CH-16321 ND}
R1 S-028-090506-CH-16315 0.07R1 S-028-090506-CH-16314 ND
R1 S-028-090506-CH-16316 0.03 J
R1 S-028-090506-CH-16317 ND
81C
figure 12PARCELS 28A AND 30 (VERIFICATION AREAS 79 TO 81)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA012 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID79A
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-030-091505-JR-10121R1 0.03 J{S-030-091505-JR-10122 0.04}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can be verified in the Verification Area (approximately 100ft x 200ft) by calculatingthe Upper Confidence Limit (UCL) of the average concentration using statistics, if the UCL is 1.8 mg/kg the cleanup objective will be metfor the given Verification Area. A value of 0 mg/kg is used in the UCL calculation for sample grids excavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location where the sidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per Verification Area except where bedrock is encountered) were collected after the soil/sedimentremoval was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs. [ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have been assigned a ND value of 0 mg/kg based upon their lack of presence in the data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254, and 1260 using the half the quantitation limit where ND results are reported.[ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to Verification Area grids or sidewalls where additional rounds of excavation were completed dueto exceedances of the cleanup criteria.(7). Property boundary locations approximated from the Lawrence County survey plats. Locations may not accurately represent the true propertyboundaries.(8.) The verification figure is presented to show progress for this reporting period. Excavation verification maynot be complete as statistical analysis or further excavation may be required.
80ft400
GRAB SAMPLE LOCATION
SAMPLE RESULT EXCEEDS
5-POINT COMPOSITE
CLEANUP CRITERIA
SIDEWALL SAMPLE
S-028-071305-CH-8746R1 50.00
R1Result(mg/kg)
SampleIDGrid
A
DC
G
H
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-028-071305-CH-8741 8.51 J
B
79
F
E
S-028-071305-CH-8743 20.20 JS-028-071305-CH-8744 19.30 J
S-028-062706-CH-14779 4.79 JS-028-111105-DG-10722 6.81 J
S-028-111105-DG-10723 2.75 J
S-028-111105-DG-10724 13.81S-030-062706-CH-14780 0.62
R1Result(mg/kg)
SampleIDGrid
A
D
C
H
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-028-071305-CH-8740 28.80 JB
80
F
E
S-028-111105-DG-10717 21.82 JS-028-111105-DG-10718 6.74 J
S-028-111105-DG-10719 18.00 J
S-028-111105-DG-10715 16.71 J
S-028-092305-CH-10177 3.30 J
S-028-080405-CH-8826 0.38 J
S-028-080405-CH-8828 0.02 J
R1Result(mg/kg)
SampleIDGrid
A
C
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-028-092305-CH-10176 4.14 J
B
81
F
E
S-028-080405-CH-8827 0.01 J
S-030-080405-CH-8829 3.93 J 0.02 JS-030-070606-CH-14876S-030-080405-CH-8832 0.05
S-028-070606-CH-14872 0.03 J 0.03 JS-028-070606-CH-14872
S-028-070606-CH-14873 0.17 J 0.17 JS-028-070606-CH-14873
S-030-070606-CH-14874 0.17 J 0.17 JS-030-070606-CH-14874S-030-070606-CH-14875 1.98 J --
{S-028-071305-CH-8742 20.00}
R2Result(mg/kg)
SampleID
R2Result(mg/kg)
SampleID
S-028-082406-AH-16305 3.29
S-028-111105-DG-10716 17.95 J
S-028-092305-CH-10174 8.80 J
S-030-100405-CH-10257 0.80 J
S-028-080805-CH-8896 0.08
1.77S-028-120105-CH-10823S-028-080805-CH-8894 0.050.23 JS-028-120105-CH-10822S-028-080805-CH-8895 0.05 J
S-028-080805-CH-8893 73.00
R2Result(mg/kg)
SampleID
S-028-092305-CH-10175 2.67
S-030-082505-CH-8974 0.08
- -
- -
- -- -
{S-030-080405-CH-8833 0.07}D
R3Result(mg/kg)
SampleID
- -
S-028-010506-CH-10889 1.18
S-028-082406-AH-16304 1.43
S-028-082406-AH-16302 4.80
R3Result(mg/kg)
SampleID
S-030-090805-CH-10034 0.15 J
- -
- -
- -
- -
- -
S-030-092305-CH-10173 0.21 J S-030-070606-CH-14877 1.65
Sampling RoundR3
Result(mg/kg)
SampleID
{S-028-120105-CH-10821 0.68}S-028-120105-CH-10822 0.23 JS-028-120105-CH-10823 1.77
- -
S-028-120105-CH-10820 0.31 J{S-028-120105-CH-10821 0.68}
0.31 JS-028-120105-CH-10820
- -- -- -- -
S-028-010506-CH-10888 0.56
S-028-010506-CH-10890 0.25 J{S-028-010506-CH-10891 0.25 J}
S-028-082406-AH-16303 1.19
- -
S-028-082406-AH-16303 1.19
S-028-082406-AH-16304 1.43
S-028-010906-KS-10933 0.63 S-028-010906-KS-10933 0.63S-028-010906-KS-10924 0.26 J S-028-010906-KS-10924 0.26 J
S-028-010906-KS-10923 0.57 0.57S-028-010906-KS-10923
0.23S-028-010906-KS-10925S-028-010906-KS-10925 0.23
-
- -
S-028-021006-MD-14070 0.57 0.57S-028-021006-MD-14070{S-028-021006-MD-14071 0.73} 0.73}{S-028-021006-MD-14071
S-028-021006-MD-14069 0.51 S-028-021006-MD-14069 0.51
5-POINT COMPOSITE SIDEWALLSAMPLE REMOVED OR EXCAVATEDTO BEDROCK
CB CREEK BED SAMPLE
ND NOT DETECTED
{S-030-062706-CH-14781 0.92}
R4Result(mg/kg)
SampleID- -
- -
S-030-070606-CH-14876 0.02 J- -- -- -
- -
- -- -
Sampling Round
S-028-070606-CH-14868 0.66
R4Result(mg/kg)
SampleID- -- -- -- -- -- -
S-028-070606-CH-14867 0.08
S-028-082406-AH-16300 2.77
S-030-070606-CH-14877 1.65
S-028-070606-CH-14869 0.65 0.65S-028-070606-CH-14869
0.91S-028-070606-CH-14865S-028-070606-CH-14865 0.91S-028-070606-CH-14866 ND S-028-070606-CH-14866 ND- - - -
- -S-028-070606-CH-14870 0.09 0.09S-028-070606-CH-14870- -{S-028-070606-CH-14871 0.09} 0.09}{S-028-070606-CH-14871
S-030-072406-AN-16134 1.26 1.26S-030-072406-AN-16134
- -S-028-082206-MD-16285 1.98 J
G {S-028-082406-AH-16301 2.66}
R5Result(mg/kg)
SampleID- -
Sampling Round
- -
- -- -- -- -- -
- -
S-028-090506-CH-16322 0.03 J S-028-090506-CH-16322 0.03 J
S-028-090506-CH-16313 0.04 J S-028-090506-CH-16313 0.04 J
S-028-090506-CH-16318 0.01 JS-028-090506-CH-16318 0.01 J
S-028-101206-CH-16434 0.28 J 0.28 JS-028-101206-CH-16434- - - - - -
S-028-101206-CH-16435 1.54 1.54S-028-101206-CH-16435- - - - - -
91B
91C
91D
91H
91G
91F
91E
PARCEL 29
R1 S-030-010406-CH-10876 63.50 JR2 EXCAVATED TO BEDROCK
PARCEL 30
92A
92B
92C
92D
92H
92G
92F
92E
R1 S-030-091905-CH-10145 ND
R1 S-030-101805-CH-10452 0.05
R1 S-030-101805-CH-10454 14.82 JR2 S-030-102005-CH-10515 0.06
93A
93B
93H
93F
93E
93D
R1 S-030-091905-CH-10142 ND
R1 S-030-101805-CH-10453 0.12
R1 S-030-032706-CH-14402 0.06
R1 S-030-042806-CH-14560 1.31{S-030-042806-CH-14561 1.17}
R1 S-030-042806-CH-14558 10.64
R1 S-030-051006-CH-14595 0.14
R1 S-030-051006-CH-14594 0.50 JR1 S-030-050806-MD-14582 0.12
R1 S-030-050406-MD-14574 0.66 CB
R1 S-030-050806-MD-14581 1.51
R2 S-030-050806-MD-14579 4.26
R1 S-030-052406-CH-14637 0.91 CB
R1 S-030-062706-CH-14792 0.54 J CB
R1 S-030-062706-CH-14783 0.15
R1 S-030-062706-CH-14789 0.20 J
R1 S-030-062706-CH-14790 1.30{S-030-062706-CH-14791 1.08}
CB
CB
R2 SD-030-072006-CH-16116 1.44 CB
R3 RE-SAMPLE PENDING
R1 S-030-080206-MD-16234 0.08
R3 EXCAVATED TO BEDROCK
R1 S-030-092506-AH-16365 0.38 JR1 S-030-092506-AH-16364 0.01 J
R1 S-030-092506-AH-16363 1.36
R1 S-030-092506-AH-16362 0.01 J
R1 S-030-093006-MD-18376 0.06
R1 S-030-093006-MD-18375 0.01 J
R1 S-030-092606-MD-18333 11.95
R1 S-030-093006-MD-18377 ND
R1 S-030-092506-AH-16367 8.31
R1 S-030-093006-MD-18378 0.08
R1 S-030-092506-AH-16366 5.34 J
93G
93C
R2 RE-SAMPLE PENDING
91A
R2 RE-SAMPLE PENDING
R2 RE-SAMPLE PENDING
R1 S-030-101106-MD-18439 8.34 JR1 S-030-101106-MD-18445 ND
R2 RE-SAMPLE PENDING
figure 13PARCEL 30 (VERIFICATION AREAS 91 TO 93)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA013 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID91A
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-030-042806-CH-14560R1 1.31{S-030-042806-CH-14561 1.17}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can be verified in the Verification Area (approximately100ft x 200ft)by calculating the Upper Confidence Limit (UCL) of the average concentration using statistics, if the UCL is 1.8 mg/kg thecleanup objective will be met for the given Verification Area. A value of 0 mg/kg is used in the UCL calculation for samplegrids excavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location where the sidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per Verification Area except where bedrock is encountered) were collected afterthe soil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs. [ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have been assigned a ND value of 0 mg/kg based upon their lack of presencein the data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254, and 1260 using the half the quantitation limit where ND resultsare reported. [ENVIRON]
- UCL calculations included both floor and sidewall samples.(6). The sampling round (e.g. R1, R2, etc.) correlates to Verification Area grids or sidewalls where additional rounds of excavation werecompleted due to exceedances of the cleanup criteria.(7). Property boundary locations approximated from the Lawrence County survey plats. Locations may not accurately represent thetrue property boundaries.(8.) The verification figure is presented to show progress for this reporting period. Excavation verification may not becomplete as statistical analysis or further excavation may be required.
80ft400
GRAB SAMPLE LOCATION
SAMPLE RESULT EXCEEDS
5-POINT COMPOSITE
CLEANUP CRITERIA
SIDEWALL SAMPLE
S-030-042806-CH-14558R1 10.64
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-030-051606-CH-14626 0.05 0.05S-030-051606-CH-14626B
91
F
E
S-030-051606-CH-14627 0.04 J 0.04 JS-030-051606-CH-14627S-030-051606-CH-14628 0.06 0.06S-030-051606-CH-14628S-030-062706-CH-14788 0.36 J 0.36 JS-030-062706-CH-14788S-030-052506-CH-14640 0.36 J 0.36 JS-030-052506-CH-14640
S-030-052506-CH-14642 0.27 J 0.27 JS-030-052506-CH-14642S-030-062706-CH-14793 0.26 J 0.26 JS-030-062706-CH-14793S-030-062706-CH-14784 1.26 1.26S-030-062706-CH-14784
5-POINT COMPOSITE SIDEWALLSAMPLE REMOVED OR EXCAVATEDTO BEDROCK
R1Result(mg/kg)
SampleIDGrid
A
D
C
H
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-030-051106-CH-14605 7.68 J0.76S-030-051806-CH-14633
B
92E
S-030-051106-CH-14606 3.51 J
S-030-051106-CH-14607 9.29 J
S-030-051106-CH-14608 ND
S-030-080605-CH-8869 0.871.25 JS-030-090805-CH-10030
S-030-080605-CH-8880 0.12 J0.09S-030-092606-MD-18330
{S-030-080605-CH-8882 2.86 J}S-030-080605-CH-8889 1.43 J 0.06S-030-101106-MD-18448
S-030-080605-CH-8881 5.97
R2Result(mg/kg)
SampleID
S-030-051806-CH-14633 0.76
S-030-051806-CH-14634 ND
S-030-051806-CH-14635 0.01 J
S-030-092506-AH-16375 6.20S-030-090805-CH-10030 1.25 J
S-030-090805-CH-10019 0.08
S-030-090805-CH-10007 0.62
G
F
0.29 JS-030-093006-MD-18374S-030-090805-CH-10013 0.09
R1Result(mg/kg)
SampleIDGrid
A
D
C
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-030-080605-CH-8879 0.13 J 1.57 JS-030-090805-CH-10020B
93
F
S-030-081105-CH-8920 0.08 0.12S-030-090805-CH-10014
{S-030-081105-CH-8922 0.32}S-030-101505-CC-10404 0.44 J 0.44 JS-030-101505-CC-10404
S-030-080605-CH-8878 0.14 J 0.07}{S-030-090805-CH-10022S-030-080605-CH-8883 0.53 0.07S-030-090805-CH-10015S-030-081105-CH-8923 0.02 J 0.08 JS-030-090805-CH-10009
S-030-101505-CC-10405 0.15 J 0.15 JS-030-101505-CC-10405
S-030-081105-CH-8921 0.211.15S-030-090805-CH-10008
R2Result(mg/kg)
SampleID
S-030-090805-CH-10020 1.57 JS-030-090805-CH-10014 0.12
S-030-090805-CH-10008 1.15
- -
{S-030-090805-CH-10022 0.07}S-030-090805-CH-10015 0.07S-030-090805-CH-10009 0.08 J
- -
E0.01 JS-030-090805-CH-10021S-030-090805-CH-10021 0.01 J
{S-030-052506-CH-14641 0.24 J} 0.24 J}{S-030-052506-CH-14641
CB CREEK BED SAMPLE
ND NOT DETECTED
0.98S-030-091606-MD-18272S-030-091606-MD-18272 0.98
0.04 JS-030-092506-AH-16368S-030-091606-MD-18274 3.52
R3Result(mg/kg)
SampleID
S-030-092506-AH-16368 0.04 J
- -- -
- -
S-030-092606-MD-18330 0.09
S-030-092506-AH-16376 2.22 J
0.09S-030-092506-AH-16369S-030-091606-MD-18276 2.12 J
0.50S-030-091606-MD-18273S-030-091606-MD-18273 0.50 - -
S-030-092506-AH-16369 0.09
S-030-091606-MD-18275 1.07 0.26 J}{S-030-092606-MD-18331{S-030-092606-MD-18331 0.26 J}
Sampling RoundR4
Result(mg/kg)
SampleID- -- -- -- -- -- -- -- -- -- -- -
S-030-101106-MD-18448 0.06
S-030-092606-MD-18332 6.10 S-030-093006-MD-18374 0.29 J
0.24 JS-030-101106-MD-18449S-030-101106-MD-18449 0.24 J
96A
96E
96F
96B96C
96G
96H
96D
PARCEL 29
R1 S-029-010406-CH-10877 6.28
R1 S-029-010406-CH-10878 3.42 JR2 EXCAVATED TO BEDROCK
R2 EXCAVATED TO BEDROCK
101A
101E
101F
101B
101C
101G
101H
101D
R1 S-030-030306-CH-14297 0.47 J
R1 S-030-030306-CH-14296 0.38
R1 S-036-030306-CH-14298 2.07 J
R1 S-036-030706-AN-14347 ND
PARCEL 30PARCEL 36
401A
401B
401F
401E401C
401D
401H
401G
R1 S-030-032706-CH-14403 0.27
R1 S-029-032806-CH-14416 NDR1 S-029-032806-CH-14415 ND
R1 S-029-032806-CH-14414 NDR1 S-029-033006-CH-14440 0.27 J
{S-029-033006-CH-14441 0.07 J}CBCB
R1 S-029-033006-CH-14439 4.39 JCB
R2 S-029-041906-JV-14519 0.12 CB
R1 S-029-041906-JV-14518 0.08
R1 S-029-041906-JV-14517 0.04 J
R1 S-029-041906-JV-14516 ND
R1 S-036-042006-MD-14527 0.12
R1 S-036-042006-MD-14522 0.02 J
R1 S-036-042006-MD-14523 0.02 J
R1 S-036-042006-MD-14524 0.13
R1 S-036-042006-MD-14525 0.17
R1 S-036-042006-MD-14526 ND
R1 S-030-101106-MD-18453 0.92
figure 14PARCELS 29, 30, AND 36 (VERIFICATION AREAS 96, 101, AND 401)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA014 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID96A
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-030-022806-MD-14250R1 0.16{S-030-022806-MD-14251 0.27 J}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can be verified in the Verification Area(approximately100ft x 200ft) by calculating the Upper Confidence Limit (UCL) of the averageconcentration using statistics, if the UCL is 1.8 mg/kg the cleanup objective will be met forthe given Verification Area. A value of 0 mg/kg is used in the UCL calculation for samplegrids excavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location where the sidewall of the excavationexceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per Verification Area except where bedrock isencountered) were collected after the soil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs. [ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have been assigned a ND value of 0 mg/kgbased upon their lack of presence in the data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254,and 1260 using the half the quantitation limit where ND results are reported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to Verification Area grids or sidewalls whereadditional rounds of excavation were completed due to exceedances of the cleanup criteria.(7). Property boundary locations approximated from the Lawrence County survey plats. Locations may notaccurately represent the true property boundaries.(8.) The verification figure is presented to show progress for this reporting period. Excavation verificationmay not be complete as statistical analysis or further excavation may be required.
80ft400
GRAB SAMPLE LOCATION
SAMPLE RESULT EXCEEDS
5-POINT COMPOSITE
CLEANUP CRITERIA
SIDEWALL SAMPLE
S-029-010406-CH-10877R1 6.28
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-030-022806-MD-14253 2.35 J0.26S-030-032706-CH-14400
B
96
F
E
S-029-022806-MD-14252 26.40S-029-022806-MD-14248 6.49 JS-029-022806-MD-14244 14.20S-030-033006-CH-14433 0.55 J
{S-030-022806-MD-14251 0.27 J}S-036-022806-MD-14249 0.32 J 0.33 JS-036-033006-CH-14435S-036-022806-MD-14246 1.94 J 0.49 JS-036-033006-CH-14436
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-030-030206-MD-14289 0.39 0.39S-030-030206-MD-14289
B
101
F
S-036-041206-CH-14492 2.700.21 JS-036-042006-MD-14530
S-036-041206-CH-14493 3.97 J 0.02 JS-036-042006-MD-14529S-036-041206-CH-14496 6.88 J 0.04 JS-036-042006-MD-14528S-030-101106-MD-18450 0.59 0.59S-030-101106-MD-18450
S-030-041306-CH-14504 0.04 J 0.04 JS-030-041306-CH-14504S-036-041206-CH-14494 1.53 J 1.53 JS-036-041206-CH-14494S-036-041206-CH-14495 0.03 J 0.03 JS-036-041206-CH-14495
S-030-022806-MD-14250 0.16 J0.36 JS-036-033006-CH-14434
R2Result(mg/kg)
SampleID
S-030-032706-CH-14400 0.26
S-036-033006-CH-14434 0.36 J
S-036-033006-CH-14435 0.33 JS-036-033006-CH-14436 0.49 J
5-POINT COMPOSITE SIDEWALLSAMPLE REMOVED OR EXCAVATEDTO BEDROCK
Sampling Round
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
- - --
B
401
FE
- - --- - --- - --- - --- - --- - --- - --
Sampling Round
- -S-029-032306-CH-14386 0.23S-029-032306-CH-14387 4.67 JS-029-032306-CH-14388 0.05 0.05S-029-032306-CH-14388
NDS-029-032806-CH-144170.23S-029-032306-CH-14386
0.55 JS-030-033006-CH-14433
0.18}{S-030-032706-CH-14401{S-030-032706-CH-14401 0.18}
Sampling RoundR3
Result(mg/kg)
SampleID
- -- -- -- -
- -- -
S-029-032806-CH-14417 ND
- -- -- -
R2Result(mg/kg)
SampleID
- -- -- -
S-036-042006-MD-14528 0.04 J- -
S-036-042006-MD-14529 0.02 J
S-036-042006-MD-14530 0.21 J
- -
CB CREEK BED SAMPLE
ND NOT DETECTED
0.12 J}{S-036-042006-MD-14531{S-036-042006-MD-14531 0.12 J}
{S-030-101106-MD-18451 0.47} 0.47}{S-030-101106-MD-18451- -E
PARCEL 36
PARCEL 29
PARCEL 30
97A
97B
97C
97D
97H
97G
97F
97E
98A
98E
98F
98B
98C
98D
98H
98G
99A
99E
99F
99B
99C
99G
99H
99D
R1 S-030-101905-CH-10478 1.74 J
R1 S-030-101905-CH-10477 1.02 JR1 S-030-112105-CH-10789 0.23 J
R1 S-030-112105-CH-10792 0.07
{S-030-112105-CH-10791 0.04 J}R1 S-030-112105-CH-10790 0.03 J
R1 S-030-112105-CH-10793 0.12
R1 S-030-072106-CH-16127 0.15R1 S-030-072106-CH-16128 0.69 J
R1 S-030-072106-CH-16126 ND
R1 S-030-072106-CH-16129 ND
R1 S-030-072106-CH-16130 0.02 J{S-030-072106-CH-16131 0.02 J}
R1 S-030-080206-MD-16233 0.09
R1 S-030-101106-MD-18440 0.07{S-030-101106-MD-18441 0.06}
R1 S-030-101106-MD-18442 2.05 J
R1 S-030-101106-MD-18444 0.02 J
R1 S-030-101106-MD-18443 0.61
R1 S-030-101106-MD-18455 0.88R1 S-030-101106-MD-18454 0.05
R2 RE-SAMPLE PENDING
figure 15PARCEL 30 (VERIFICATION AREAS 97 TO 99)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA015 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID97A
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-030-112105-CH-10790R1 0.03 J{S-030-112105-CH-10791 0.04 J}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can be verified in theVerification Area (approximately100ft x 200ft) by calculating the UpperConfidence Limit (UCL) of the average concentration using statistics, ifthe UCL is 1.8 mg/kg the cleanup objective will be met for the givenVerification Area. A value of 0 mg/kg is used in the UCL calculation forsample grids excavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location where the sidewall ofthe excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per Verification Area exceptwhere bedrock is encountered) were collected after the soil/sediment removal wasperformed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs. [ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have been assigned a NDvalue of 0 mg/kg based upon their lack of presence in the data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254, and 1260using the half the quantitation limit where ND results are reported. [ENVIRON]
- UCL calculations included both floor and sidewall samples.(6). The sampling round (e.g. R1, R2, etc.) correlates to Verification Area grids orsidewalls where additional rounds of excavation were completed due to exceedancesof the cleanup criteria.(7). Property boundary locations approximated from the Lawrence County survey plats.Locations may not accurately represent the true property boundaries.(8.) The verification figure is presented to show progress for this reporting period.Excavation verification may not be complete as statistical analysis or further excavationmay be required.
80ft400
GRAB SAMPLE LOCATION
5-POINT COMPOSITESIDEWALL SAMPLE
S-030-062706-CH-14787R1 17.96
R1Result(mg/kg)
SampleIDGrid
A
D
C
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-030-062706-CH-14786 4.34 JB
97
F
E
S-030-062706-CH-14785 5.70 J
S-030-062706-CH-14787 17.96
S-030-041206-CH-14490 0.79 0.79S-030-041206-CH-14490
S-030-101505-CC-10414 0.65
S-030-101505-CC-10415 0.19 J
S-030-101505-CC-10416 1.68 1.42S-030-092506-AH-16372S-030-092506-AH-16373 3.74 J 0.68S-030-101106-MD-18452
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-030-101505-CC-10407 0.19 J 0.19 JS-030-101505-CC-10407
B
98
FE
S-030-101505-CC-10410 0.16 J 0.16 JS-030-101505-CC-10410
S-030-101505-CC-10417 0.05 1.13S-030-092706-MD-18346S-030-092706-MD-18348 0.75 0.75S-030-092706-MD-18348S-030-101505-CC-10408 0.05 0.05S-030-101505-CC-10408S-030-101505-CC-10412 0.18 J 0.18 JS-030-101505-CC-10412S-030-101505-CC-10418 0.10 J 0.86S-030-092706-MD-18347S-030-111105-CG-10733 3.32 J 0.13S-030-112105-CH-10794
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-030-101505-CC-10419 0.45 0.68S-030-110905-CH-10677B
99
F
E
S-030-110905-CH-10676 0.80 0.80S-030-110905-CH-10676S-030-110905-CH-10675 0.97 0.97S-030-110905-CH-10675S-030-110905-CH-10672 1.31 1.31S-030-110905-CH-10672S-030-110905-CH-10680 0.46 0.46S-030-110905-CH-10680
S-030-110905-CH-10682 0.55 0.55S-030-110905-CH-10682S-030-110905-CH-10674 0.20 J 0.20 JS-030-110905-CH-10674S-030-110905-CH-10673 0.25 J 0.25 JS-030-110905-CH-10673
{S-030-101505-CC-10411 0.29 J} 0.29 J}{S-030-101505-CC-10411
R2Result(mg/kg)
SampleID
-- -- -
S-030-092706-MD-18346 1.13- -- -- -
S-030-092706-MD-18347 0.86S-030-112105-CH-10794 0.13
R2Result(mg/kg)
SampleID
- -- -- -- -
- -- -- -
S-030-110905-CH-10677 0.68
{S-030-110905-CH-10681 0.49} 0.49}{S-030-110905-CH-10681- -
{S-030-041206-CH-14491 1.57 J} 1.57 J}{S-030-041206-CH-14491
--
R2Result(mg/kg)
SampleID
- -- -
S-030-092506-AH-16377 4.29 J
{S-030-092506-AH-16371 2.09 J}S-030-092506-AH-16372 1.42S-030-101106-MD-18452 0.68
1.04S-030-102406-AH-16450S-030-071906-CH-16099 0.02 J
S-030-071906-CH-16097 4.56 J0.09 JS-030-102406-AH-16453S-030-071906-CH-16098 0.92
R3
- -- -
Result(mg/kg)
SampleID
S-030-101106-MD-18436 3.16 J
S-030-101106-MD-18438 23.50
- -- -
SAMPLE RESULT EXCEEDSCLEANUP CRITERIA
CB CREEK BED SAMPLE
ND NOT DETECTED
0.37S-030-102406-AH-16452S-030-080206-MD-16232 0.01 J
S-030-092506-AH-16370 3.09
R4Result(mg/kg)
SampleID
S-030-102406-AH-16450 1.04S-030-101106-MD-18437 62.50 JS-030-102406-AH-16453 0.09 J
- -
- -
- -
- -
- -
- -
- -
R5Result(mg/kg)
SampleID- -
S-030-102406-AH-16452 0.37- -
- -- -
- -- -
- -- -- -
Sampling Round
0.08S-030-101106-MD-18447
0.19 JS-030-101106-MD-18446
S-030-101106-MD-18447 0.08
S-030-101106-MD-18446 0.19 J
1.08}{S-030-102406-AH-16451{S-030-102406-AH-16451 1.08} - -
PARCEL 36
117D
117C
117B
117F
117E117A
148D148H
149C
149D
149H
149G
148B
148C 148G
148F 149A
149B149F
149E
148A148E
R1 S-036-070806-CH-14949 0.34 J
R1 S-036-071006-MD-14993 5.06 J
R1 S-036-071006-MD-14992 9.00
R1 S-036-070806-CH-14948 13.47 J
R1 S-036-070806-CH-14947 4.03 J
R1 S-036-070806-CH-14946 0.82
R1 S-036-071006-MD-14989 1.00
R1 S-036-071006-MD-14990 1.68 J{S-036-071006-MD-14991 0.79 J}
R1 S-036-072606-MD-16184 13.90 CB
R1 S-036-072606-MD-16185 2.50 J CB
R2 S-036-080206-MD-16226 0.08 CB
R2 S-036-080206-MD-16229 0.02 J
R2 S-036-080206-MD-16228 0.04 J
R2 S-036-080206-MD-16225 0.24 J CB
R2 S-036-080806-MD-18026 0.18 J
R2 S-036-080806-MD-18027 0.12
R1 S-036-080406-MD-18016 0.99
R1 S-036-080406-MD-18015 3.48R2 S-036-081106-CH-18079 1.38
R1 S-036-080406-MD-18014 0.15
R1 S-036-080406-MD-18013 2.57 JR2 S-036-081106-CH-18080 0.02 J
{S-036-081106-CH-18081 0.03 J}
R1 S-036-080406-MD-18012 0.02 J
R1 S-036-092006-MD-18293 1.47 J
R1 S-036-092006-MD-18296 0.81R1 S-036-092006-MD-18295 2.14 JR1 S-036-092006-MD-18294 0.18 J
R1 S-036-092006-MD-18290 0.15 J{S-036-092006-MD-18291 0.06}
117H
R1 S-036-092006-MD-18292 0.05
R1 S-036-101206-MD-18464 0.02 J
R1 S-036-101206-MD-18465 0.09
R1 S-036-101206-MD-18466 0.03 J
R1 S-036-101206-MD-18467 0.07
R1 S-036-101206-MD-18468 0.07
R1 S-036-102406-AH-16439 0.05
R1 S-036-102406-AH-16440 0.37 J{S-036-102406-AH-16441 0.39 J}
117G
figure 16PARCEL 36 (VERIFICATION AREAS 117, 148 AND 149)FINAL UNVALIDATED COMPOSITE SAMPLE RESULTS
POST - EXCAVATION SUMMARYGM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA016 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-036-071006-MD-14990R1 1.68 J{S-036-071006-MD-14991 0.79 J}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can be verified in the Verification Area(approximately100ft x 200ft) by calculating the Upper Confidence Limit (UCL) of the averageconcentration using statistics, if the UCL is 1.8 mg/kg the cleanup objective will be met for thegiven Verification Area. A value of 0 mg/kg is used in the UCL calculation for sample grids excavatedto bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location where the sidewall of the excavation exceeded 6inches in height.(3). The surficial confirmation samples (8 composites per Verification Area except where bedrock is encountered)were collected after the soil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs. [ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have been assigned a ND value of 0 mg/kg based upontheir lack of presence in the data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254, and 1260 using the half the quantitationlimit where ND results are reported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to Verification Area grids or sidewalls where additionalrounds of excavation were completed due to exceedances of the cleanup criteria.(7). Property boundary locations approximated from the Lawrence County survey plats. Locations may notaccurately represent the true property boundaries.(8.) The verification figure is presented to show progress for this reporting period. Excavation verification may notbe complete as statistical analysis or further excavation may be required.
80ft400
GRAB SAMPLE LOCATION
5-POINT COMPOSITESIDEWALL SAMPLE
S-036-072606-MD-16185R1 2.50 J
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-036-092706-MD-18353 0.80 0.80S-036-092706-MD-18353B
117
F
E
S-036-092706-MD-18354 1.07 1.07S-036-092706-MD-18354S-036-092706-MD-18355 0.82 0.82S-036-092706-MD-18355S-036-092706-MD-18356 0.93 0.93S-036-092706-MD-18356S-036-092706-MD-18358 0.33 J 0.33 JS-036-092706-MD-18358
{S-036-090606-CH-16341 0.13 J} 0.13 J}{S-036-090606-CH-16341S-036-090606-CH-16339 2.90 0.21 JS-036-092006-MD-18289S-036-090606-CH-16338 0.05 0.05S-036-090606-CH-16338
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-036-032006-MD-14379 0.06 0.06S-036-032006-MD-14379B
148
FE
- - --- - --
S-036-102406-AH-16446 1.20 1.20S-036-102406-AH-16446S-036-032006-MD-14378 0.22 J 0.22 JS-036-032006-MD-14378
- - --- - --
S-036-102406-AH-16445 3.82 J
R1Result(mg/kg)
SampleIDGrid
A
DC
G
H
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
- - --
B
149
F
E
S-036-093006-MD-18373 0.11 0.11S-036-093006-MD-18373S-036-101306-MD-18482 3.25 J NDS-036-102406-AH-16437S-036-101306-MD-18483 11.70 J NDS-036-102406-AH-16438
- - --
S-036-092706-MD-18352 22.50
{S-036-092706-MD-18351 2.59 J}S-036-092706-MD-18349 2.09 J
148A
SAMPLE RESULT EXCEEDSCLEANUP CRITERIA
ND NOT DETECTED
CB CREEK BED SAMPLE
S-036-090606-CH-16340 0.10 0.10S-036-090606-CH-16340
R2Result(mg/kg)
SampleID- -- -- -- -- -- -- -
S-036-092006-MD-18289 0.21 J- -
R2Result(mg/kg)
SampleID- -
S-036-092706-MD-18350 3.35 J
- -
S-036-102406-AH-16437 NDS-036-102406-AH-16438 ND
- -
NDS-036-101206-MD-18460S-036-101206-MD-18460 NDND}{S-036-101206-MD-18461{S-036-101206-MD-18461 ND}
S-036-101206-MD-18462 0.10 S-036-101206-MD-18462 0.10
0.07S-036-101206-MD-18463S-036-101206-MD-18463 0.07
Sampling Round
-
R2Result(mg/kg)
SampleID- -- -- -- -- -- -- -
RE-SAMPLE PENDING RE-SAMPLE PENDING
PARCEL 36
152D
152H
152G152F 152E
153B153C
153D
153H153G
153F
154H
154D
153A
153E
154A
154E154F154G
154C154B
152A152B
152C
R1 S-036-040506-CH-14463 0.03 J
R1 S-036-040506-CH-14462 0.12 J
R1 S-036-040506-CH-14465 0.42
R1 S-036-101206-MD-18469 0.19 J
R1 S-036-102406-AH-16444 1.73 J
R1 S-036-102406-AH-16443 0.01 J
R1 S-036-102406-AH-16442 0.37 J
figure 17PARCEL 36 (VERIFICATION AREAS 152 TO 154)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA017 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-036-040506-CH-14460R2 ND{S-036-040506-CH-14461 ND}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can be verified in the Verification Area (approximately 100ft x 200ft)by calculating the Upper Confidence Limit (UCL) of the average concentration using statistics, if the UCL is 1.8 mg/kgthe cleanup objective will be met for the given Verification Area. A value of 0 mg/kg is used in the UCL calculation forsample grids excavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location where the sidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per Verification Area except where bedrock is encountered) were collected afterthe soil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs. [ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have been assigned a ND value of 0 mg/kg based upon their lack ofpresence in the data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254, and 1260 using the half the quantitation limit where NDresults are reported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to Verification Area grids or sidewalls where additional rounds of excavationwere completed due to exceedances of the cleanup criteria.(7). Property boundary locations approximated from the Lawrence County survey plats. Locations may not accurately represent thetrue property boundaries.(8.) The verification figure is presented to show progress for this reporting period. Excavation verification may not be complete asstatistical analysis or further excavation may be required.
80ft400
GRAB SAMPLE LOCATION
SAMPLE RESULT EXCEEDS
5-POINT COMPOSITE
CLEANUP CRITERIA
SIDEWALL SAMPLE
S-036-032706-CH-14404R1 2.90
R1Result(mg/kg)
SampleIDGrid
A
D
C
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
- - --
B
152
FE
S-036-032706-CH-14405 0.21 J 0.21 JS-036-032706-CH-14405
S-036-032706-CH-14404 2.90NDS-036-040506-CH-14460
S-036-102505-CH-10546 0.31 J 1.57}{S-036-032706-CH-14411- - --- - --
S-036-032706-CH-14412 0.79 0.79S-036-032706-CH-14412S-036-032706-CH-14413 0.99 0.99S-036-032706-CH-14413
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-036-102406-AH-16447 1.32 1.32S-036-102406-AH-16447B
153
FE
- - --- - --- - --
S-036-102406-AH-16448 6.59- - --- - --- - --
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
- - --
B
154
FE
- - --
S-036-102406-AH-16449 31.70 J- - --- - --- - --- - --- - --
Sampling RoundR2
Result(mg/kg)
SampleID- -- -
S-036-040506-CH-14460 ND
{S-036-032706-CH-14411 1.57 J}- -- -- -- -
0.67S-036-032706-CH-14410S-036-032706-CH-14410 0.67 J
152A
ND}{S-036-040506-CH-14461{S-036-040506-CH-14461 ND}
ND NOT DETECTED
Sampling RoundR2
Result(mg/kg)
SampleID- -- -- -- -
- -- -- -
Sampling RoundR2
Result(mg/kg)
SampleID- -- -
- -- -- -- -- -
RE-SAMPLE PENDING
RE-SAMPLE PENDING
RE-SAMPLE PENDING
RE-SAMPLE PENDING
PARCEL 38
PARCEL 39A
213A
213E213F
213B213C
213G
213H
213D
214A
214B
214C
214D
214H214G
214F
214E
215A
215B
215C
215D
215H
215G
215F
215E
R1 S-038-072506-AH-16170 0.04 J{S-038-072506-AH-16171 0.02 J}
R1 S-038-072506-AH-16169 0.02 J
R1 S-038-072506-AH-16168 0.10
R1 S-038-091106-MD-16355 0.12 J
R1 S-038-090706-AH-18236 0.05
R1 S-038-090706-AH-18237 0.04
R1 S-038-090706-AH-18238 0.31
R1 S-038-090706-AH-18247 0.05{S-038-090706-AH-18248 0.05}
CB
CB
R1 S-039-101006-MD-18427 0.05
R1 S-038-101306-MD-18487 0.02 J
R1 S-039-101006-MD-18426 0.07 CB
R1 S-039-101006-MD-18430 0.03 J{S-039-101006-MD-18431 0.03 J}
R1 S-038-101306-MD-18485 0.02 J
R1 S-038-100306-AH-18387 0.25
figure 18PARCELS 38 AND 39A (VERIFICATION AREAS 213 TO 215)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA018 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-038-072506-AH-16170R1 0.04 J{S-038-072506-AH-16171 0.02 J}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can beverified in the Verification Area (approximately100ft x 200ft)by calculating the Upper Confidence Limit (UCL) of theaverage concentration using statistics, if the UCL is 1.8mg/kg the cleanup objective will be met for the givenVerification Area. A value of 0 mg/kg is used in the UCLcalculation for sample grids excavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location wherethe sidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per Verification Areaexcept where bedrock is encountered) were collected after thesoil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs.[ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have beenassigned a ND value of 0 mg/kg based upon their lack of presence inthe data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254,and 1260 using the half the quantitation limit where ND results arereported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to VerificationArea grids or sidewalls where additional rounds of excavation werecompleted due to exceedances of the cleanup criteria.(7). Property boundary locations approximated from the LawrenceCounty survey plats. Locations may not accurately represent thetrue property boundaries.(8.) The verification figure is presented to show progress for this reportingperiod. Excavation verification may not be complete as statistical analysisor further excavation may be required.
80ft400
GRAB SAMPLE LOCATION
5-POINT COMPOSITESIDEWALL SAMPLE
S-036-101205-CG-10383R1 2.40
CB CREEK BED SAMPLE
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-038-080106-MD-16206 0.10 J 0.10 JS-038-080106-MD-16206B
213
FE
S-038-080106-MD-16205 0.11 J 0.11 JS-038-080106-MD-16205S-038-080106-MD-16204 0.36 J 0.36 JS-038-080106-MD-16204S-038-080106-MD-16196 0.03 J 0.03 JS-038-080106-MD-16196S-038-080106-MD-16207 0.38 0.38S-038-080106-MD-16207S-038-083106-MD-18186 0.88 0.88S-038-083106-MD-18186S-038-083106-MD-18185 0.21 J 0.21 JS-038-083106-MD-18185S-038-092106-MD-18315 0.14 J 0.14 JS-038-092106-MD-18315
R1Result(mg/kg)
SampleIDGrid
A
DC
G
H
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-038-083106-MD-18187 0.15 J 0.15 JS-038-083106-MD-18187B
214
F
E
S-038-083106-MD-18184 0.15 J 0.15 JS-038-083106-MD-18184S-038-092106-MD-18312 0.13 J 0.13 JS-038-092106-MD-18312S-038-092106-MD-18313 0.18 J 0.18 JS-038-092106-MD-18313S-038-090606-AH-18199 0.11 J 0.11 JS-038-090606-AH-18199S-038-090606-AH-18200 0.54 0.54S-038-090606-AH-18200
S-038-092106-MD-18309 0.22 J 0.22 JS-038-092106-MD-18309S-038-092106-MD-18310 0.37 0.37S-038-092106-MD-18310
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-038-090606-AH-18202 0.73 0.73S-038-090606-AH-18202B
215
FE
S-038-092106-MD-18314 0.23 J 0.23 JS-038-092106-MD-18314- - --- - --- - --- - --- - --- - --
213A
SAMPLE RESULT EXCEEDSCLEANUP CRITERIA
ND NOT DETECTED
{S-038-090606-AH-18201 0.19 J} 0.19 J}{S-038-090606-AH-18201
{S-038-092106-MD-18311 0.59} 0.59}{S-038-092106-MD-18311
PARCEL 38
PARCEL 39A
224E
224A
224F
224G
224D
224C
224B
225A225B
225C
225D
225H
225G
225F 225E
226A
226E
226F
226G
226H
226D
226C
226B
R1 S-038-072506-AH-16172 0.08
R1 S-038-101006-MD-18420 0.07{S-038-101006-MD-18421 0.09}
R1 S-038-101006-MD-18419 0.15 J
R1 S-038-101206-MD-18476 0.02 J
R1 S-038-101206-MD-18472 0.05
R1 S-038-101206-MD-18475 0.11 J
R1 S-038-100306-AH-18388 0.17 J
R1 S-038-100306-AH-18386 0.03 J
R1 S-038-100306-AH-18385 0.07
R1 S-038-101306-MD-18488 0.11 JR1 S-039-101006-MD-18428 0.07
R1 S-039-101006-MD-18429 0.51
R1 S-038-101306-MD-18489 0.93R1 S-038-101306-MD-18486 0.08 J
R1 S-038-100306-AH-18384 0.46
R1 S-038-100906-MD-18404 0.91R1 S-038-101206-MD-18473 ND
R1 S-038-101206-MD-18474 1.35R1 S-038-101006-MD-18418 0.32 J
R1 S-038-100906-MD-18405 0.05
R1 S-038-100306-AH-18390 0.37{S-038-100306-AH-18391 0.46}
R1 S-038-100306-AH-18389 0.02 JR1 S-038-100306-AH-18392 0.05
R1 S-038-100306-AH-18383 0.06
R1 S-038-100306-AH-18382 0.46
224HR2 S-038-102406-AH-16457 0.18 J
figure 19PARCELS 38 AND 39A (VERIFICATION AREAS 224 TO 226)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA019 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-038-100306-AH-18390R1 0.37{S-038-100306-AH-18391 0.46}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can be verified in the Verification Area(approximately 100ft x 200 ft) by calculating the Upper Confidence Limit (UCL) of the averageconcentration using statistics, if the UCL is 1.8 mg/kg the cleanup objective will be met for the givenVerification Area. A value of 0 mg/kg is used in the UCL calculation for sample grids excavated tobedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location where the sidewall of the excavation exceeded 6inches in height.(3). The surficial confirmation samples (8 composites per Verification Area except where bedrock is encountered)were collected after the soil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs. [ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have been assigned a ND value of 0 mg/kg based upontheir lack of presence in the data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254, and 1260 using the half the quantitationlimit where ND results are reported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to Verification Area grids or sidewalls where additionalrounds of excavation were completed due to exceedances of the cleanup criteria.(7). Property boundary locations approximated from the Lawrence County survey plats. Locations may notaccurately represent the true property boundaries.(8.) The verification figure is presented to show progress for this reporting period. Excavation verification may notbe complete as statistical analysis or further excavation may be required.
80ft400
GRAB SAMPLE LOCATION
5-POINT COMPOSITESIDEWALL SAMPLE
S-038-082506-AH-18154R1 2.82
CB CREEK BED SAMPLE
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-039-071006-MD-14996 0.78 J 0.78 JS-039-071006-MD-14996B
224
F
E
S-039-071006-MD-14997 0.73 0.73S-039-071006-MD-14997S-039-071006-MD-14998 0.33 0.33S-039-071006-MD-14998S-039-071006-MD-14999 0.18 J 0.18 JS-039-071006-MD-14999S-038-080106-MD-16189 0.64 0.64S-038-080106-MD-16189
S-038-082506-AH-18153 0.940.07S-038-101206-MD-18470
S-038-082506-AH-18155 0.90 0.90S-038-082506-AH-18155S-038-092706-MD-18335 1.33 0.04S-038-101006-MD-18414
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-038-092706-MD-18339 0.19 J 0.19 JS-038-092706-MD-18339
B
225
FE
S-038-092706-MD-18340 0.40 J 0.40 JS-038-092706-MD-18340
S-038-082506-AH-18154 2.82S-038-082506-AH-18156 0.84 0.84S-038-082506-AH-18156S-038-092706-MD-18338 2.13S-038-092706-MD-18337 3.95S-038-092706-MD-18336 1.24 0.05S-038-100306-AH-18393S-038-100506-GM-18398 0.14 J 0.14 JS-038-100506-GM-18398
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-038-092706-MD-18345 0.49 0.49S-038-092706-MD-18345B
226
F
E
S-038-092706-MD-18344 0.06 0.06S-038-092706-MD-18344S-038-092706-MD-18343 0.11 J 0.11 JS-038-092706-MD-18343S-038-092706-MD-18342 1.08 0.20 JS-038-100306-AH-18394S-038-100906-MD-18410 5.65
0.16 JS-038-101306-MD-18484
- - --
S-038-100906-MD-18409 0.14 J 0.14 JS-038-100906-MD-18409S-038-100506-GM-18402 0.20 J 0.20 JS-038-100506-GM-18402
224A
SAMPLE RESULT EXCEEDSCLEANUP CRITERIA
ND NOT DETECTED
Sampling RoundR2
Result(mg/kg)
SampleID- -- -
- -
S-038-100306-AH-18393 0.05- -
{S-038-092706-MD-18341 0.38 J} 0.38 J}{S-038-092706-MD-18341- -
{S-038-100906-MD-18411 6.19}
Sampling RoundR2
Result(mg/kg)
SampleID- -- -- -
S-038-100306-AH-18394 0.20 J
S-038-101306-MD-18484 0.16 J
- -- -- -
S-038-100906-MD-18403 0.40
S-038-100306-AH-18396 NDS-038-100306-AH-18395 0.50 0.50S-038-100306-AH-18395
NDS-038-100306-AH-18396
0.40S-038-100906-MD-18403
R2Result(mg/kg)
SampleID- -- -- -
R3Result(mg/kg)
SampleID- -- -- -
- - - -- - - -
S-038-100906-MD-18413 1.96S-038-101206-MD-18470 0.07
- - - -
S-038-101006-MD-18414 0.04 - -
0.03 J}{S-038-101206-MD-18471{S-038-101206-MD-18471 0.03 J}
PARCEL 38
PARCEL 39A
235E236C
236F
236B236H
236G
236A
236E
236D
237E
237D
237C
237B
237A237F
237G
237H
235F
235G
235H
235D
235C
235B
235A
R1 S-038-101006-MD-18422 ND
R1 S-038-101006-MD-18423 ND
R1 S-038-101006-MD-18424 0.03 J
R1 S-038-101006-MD-18434 ND
R1 S-038-101006-MD-18435 ND
R1 S-038-101106-MD-18458 0.16 J
R1 S-038-101006-MD-18417 0.04
R1 S-038-101106-MD-18459 0.14 JR1 S-038-100906-MD-18407 0.14 J
R1 S-038-100906-MD-18408 0.04 J
R1 S-038-101206-MD-18480 0.11 J{S-038-101206-MD-18481 0.06}
R1 S-038-100306-AH-18380 0.19 J{S-038-100306-AH-18381 0.08 J}
R1 S-038-100306-AH-18379 0.03 J
R1 S-038-102506-CH-18512 1.63
R1 S-038-102506-CH-18513 0.01 J
figure 20PARCEL 38 (VERIFICATION AREAS 235 TO 237)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA020 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-038-101206-MD-18480R1 0.11 J{S-038-101206-MD-18481 0.06}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can be verified in the Verification Area(approximately 100ft x 200 ft) by calculating the Upper Confidence Limit (UCL) of the averageconcentration using statistics, if the UCL is 1.8 mg/kg the cleanup objective will be met for thegiven Verification Area. A value of 0 mg/kg is used in the UCL calculation for sample gridsexcavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location where the sidewall of the excavation exceeded6 inches in height.(3). The surficial confirmation samples (8 composites per Verification Area except where bedrock isencountered) were collected after the soil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs. [ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have been assigned a ND value of 0 mg/kg basedupon their lack of presence in the data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254, and 1260 using the half thequantitation limit where ND results are reported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to Verification Area grids or sidewalls where additionalrounds of excavation were completed due to exceedances of the cleanup criteria.(7). Property boundary locations approximated from the Lawrence County survey plats. Locations may notaccurately represent the true property boundaries.(8.) The verification figure is presented to show progress for this reporting period. Excavation verification maynot be complete as statistical analysis or further excavation may be required.
80ft400
GRAB SAMPLE LOCATION
5-POINT COMPOSITESIDEWALL SAMPLE
S-038-082506-AH-18164R1 3.18
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-039-071006-MD-16000 0.13 J 0.13 JS-039-071006-MD-16000
B
235
FE
S-038-082306-MD-18137 0.01 J 0.01 JS-038-082306-MD-18137S-038-101006-MD-18416 0.15 J 0.15 JS-038-101006-MD-18416S-038-101006-MD-18425 ND NDS-038-101006-MD-18425S-039-071006-MD-14982 0.04 J 0.04 JS-039-071006-MD-14982S-039-071006-MD-14983 ND NDS-039-071006-MD-14983
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-038-082506-AH-18158 1.07 0.14 JS-038-101006-MD-18415B
236
FE
S-038-082306-MD-18135 0.04 J 0.04 JS-038-082306-MD-18135S-038-082306-MD-18136 ND NDS-038-082306-MD-18136
S-039-071006-MD-14984 0.13 0.13S-039-071006-MD-14984S-038-100306-AH-18397 1.48 0.10S-038-101106-MD-18457S-038-082506-AH-18162 1.37 0.02 JS-038-101106-MD-18456S-039-071006-MD-14986 0.41 0.41S-039-071006-MD-14986S-039-071006-MD-14985 0.06 J 0.06 JS-039-071006-MD-14985
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-038-100506-GM-18399 0.01 J 0.01 JS-038-100506-GM-18399
B
237
F
E
{S-038-082506-AH-18161 2.43}S-038-082506-AH-18163 0.74 0.48S-038-102306-AH-18494S-038-082506-AH-18183 0.32 0.32S-038-082506-AH-18183S-038-100506-GM-18400 0.40 J 0.40 JS-038-100506-GM-18400
S-038-101206-MD-18478 0.20 J 0.20 JS-038-101206-MD-18478S-038-082506-AH-18164 3.18S-038-082506-AH-18182 0.40 0.02 JS-038-102406-AH-16454
235A
{S-039-071006-MD-16001 0.07 J} 0.07 J}{S-039-071006-MD-16001
SAMPLE RESULT EXCEEDSCLEANUP CRITERIA
ND NOT DETECTED
S-038-101006-MD-18432 ND NDS-038-101006-MD-18432S-038-101006-MD-18433 ND NDS-038-101006-MD-18433
S-038-082506-AH-18160 2.71
R2Result(mg/kg)
SampleID- -
S-038-102306-AH-18494 0.48- -- -
- -
S-038-102306-AH-18493 0.19 J
R2Result(mg/kg)
SampleID
S-038-101006-MD-18415 0.14 J- -- -- -
S-038-101106-MD-18457 0.10S-038-101106-MD-18456 0.02 J
- -- -
0.02 JS-038-100906-MD-18406S-038-100906-MD-18406 0.02 J
0.03 JS-038-101206-MD-18477S-038-101206-MD-18477 0.03 J
{S-038-100506-GM-18401 0.24 J} 0.24 J}{S-038-100506-GM-18401- -
R3Result(mg/kg)
SampleID- -
Sampling Round
- -- -- -- -- -- -- -- -
S-038-102406-AH-16454 0.02 J
PARCEL 38
PARCEL 39A
239D
238F
238B
238C
238G
238D
238H
238A
238E
239C
239G
239H239B
239A239F
239E
240E
240H
240G240A
240C
240F
240D
240B
figure 21PARCELS 38 AND 39A (VERIFICATION AREAS 238 TO 240)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA021 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-039-101306-MD-18490R1 0.02 J{S-039-101306-MD-18491 0.02 J}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTSGENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can beverified in the Verification Area (approximately100ft x 200ft)by calculating the Upper Confidence Limit (UCL) of theaverage concentration using statistics, if the UCL is 1.8mg/kg the cleanup objective will be met for the givenVerification Area. A value of 0 mg/kg is used in the UCLcalculation for sample grids excavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location wherethe sidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per Verification Areaexcept where bedrock is encountered) were collected after thesoil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs.[ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have beenassigned a ND value of 0 mg/kg based upon their lack of presence inthe data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254,and 1260 using the half the quantitation limit where ND results arereported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to VerificationArea grids or sidewalls where additional rounds of excavation werecompleted due to exceedances of the cleanup criteria.(7). Property boundary locations approximated from the LawrenceCounty survey plats. Locations may not accurately represent thetrue property boundaries.(8.) The verification figure is presented to show progress for this reportingperiod. Excavation verification may not be complete as statistical analysisor further excavation may be required.
80ft400
GRAB SAMPLE LOCATION
5-POINT COMPOSITESIDEWALL SAMPLE
S-038-082506-AH-18164R1 3.18
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-039-101306-MD-18492 ND NDS-039-101306-MD-18492B
238
F
E
- - --- - --
S-039-101306-MD-18490 0.02 J 0.02 JS-039-101306-MD-18490
- - --- - --
238A
SAMPLE RESULT EXCEEDSCLEANUP CRITERIA
ND NOT DETECTED
S-038-100906-MD-18412 0.11 0.11S-038-100906-MD-18412S-038-101206-MD-18479 0.16 J 0.16 JS-038-101206-MD-18479
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
- - --
B
239
FE
- - --- - --- - --- - --- - --
- - --- - --
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
- - --
B
240
FE
- - --- - --- - --- - --- - --
- - --- - --
{S-039-101306-MD-18491 0.02 J} 0.02 J}{S-039-101306-MD-18491
CB CREEK BED SAMPLE
PARCEL 38
PARCEL 39A
249E
247C 247B
247A247D
247E
247F247G247H
248C
248A
248E
248B
248G248F248H
248D
249B
249A
249C
249F
249D
249H
249G
R1 S-038-102506-CH-18516 0.04 J
R1 S-038-102506-CH-18515 ND
R1 S-038-102506-CH-18514 0.16 J
figure 22PARCELS 38 AND 39A (VERIFICATION AREAS 247 TO 249)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA022 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-038-082506-AH-18180R1 0.27{S-038-082506-AH-18181 0.27}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can beverified in the Verification Area (approximately100ft x 200ft)by calculating the Upper Confidence Limit (UCL) of theaverage concentration using statistics, if the UCL is 1.8mg/kg the cleanup objective will be met for the givenVerification Area. A value of 0 mg/kg is used in the UCLcalculation for sample grids excavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location wherethe sidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per Verification Areaexcept where bedrock is encountered) were collected after thesoil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs.[ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have beenassigned a ND value of 0 mg/kg based upon their lack of presence inthe data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254,and 1260 using the half the quantitation limit where ND results arereported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to VerificationArea grids or sidewalls where additional rounds of excavation werecompleted due to exceedances of the cleanup criteria.(7). Property boundary locations approximated from the LawrenceCounty survey plats. Locations may not accurately represent thetrue property boundaries.(8.) The verification figure is presented to show progress for this reportingperiod. Excavation verification may not be complete as statistical analysisor further excavation may be required.
80ft400
GRAB SAMPLE LOCATION
5-POINT COMPOSITESIDEWALL SAMPLE
S-036-101205-CG-10383R1 2.40
R1Result(mg/kg)
SampleIDGrid
D
C
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
- - --
B
247
FE
S-038-082506-AH-18180 0.27 0.27S-038-082506-AH-18180
S-038-082506-AH-18179 0.25 0.25S-038-082506-AH-18179
S-038-082506-AH-18178 0.28 0.28S-038-082506-AH-18178
- - --- - --- - --- - --
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
- - --
B
248
FE
- - --- - --- - --- - --- - --- - --- - --
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
- - --
B
249
FE
- - --- - --- - --- - --- - --- - --- - --
247A
SAMPLE RESULT EXCEEDSCLEANUP CRITERIA
ND NOT DETECTED
A
CB CREEK BED SAMPLE
{S-038-082506-AH-18181 0.27} 0.27}{S-038-082506-AH-18181
S-038-102506-CH-18522 0.19 J 0.19 JS-038-102506-CH-18522
S-038-102506-CH-18520 0.09 J 0.09 JS-038-102506-CH-18520{S-038-102506-CH-18521 0.13} 0.13}{S-038-102506-CH-18521
PARCEL 38
PARCEL 39A
256A
256E
256C 256B
256F256G
256D
256H
257E
257A257B
257H257G
257D 257C
257F
258E
258A258B
258G
258D
258H
258C
258F
R1 S-038-102506-CH-18517 ND
R1 S-038-102506-CH-18518 ND
R1 S-039-102506-AH-18552 0.19 J
R1 S-039-102306-AH-18510 0.37{S-039-102306-AH-18511 0.36}
R1 S-039-102306-AH-18509 0.09 J
R1 S-039-102306-AH-18504 0.01 J
R1 S-039-102306-AH-18508 0.77
R1 S-039-102306-AH-18503 0.02 J
R1 S-039-102306-AH-18507 0.29 J
R1 S-039-103006-MD-18563 NDR1 S-039-103006-MD-18564 ND
R1 S-039-103006-MD-18565 0.21 J
R1 S-039-103006-MD-18562 0.01 J CB
figure 23PARCELS 38 AND 39A (VERIFICATION AREAS 256 TO 258)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA023 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-039-102306-AH-18510R1 0.37{S-039-102306-AH-18511 0.36}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can beverified in the Verification Area (approximately100ft x 200ft)by calculating the Upper Confidence Limit (UCL) of theaverage concentration using statistics, if the UCL is 1.8mg/kg the cleanup objective will be met for the givenVerification Area. A value of 0 mg/kg is used in the UCLcalculation for sample grids excavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location wherethe sidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per Verification Areaexcept where bedrock is encountered) were collected after thesoil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs.[ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have beenassigned a ND value of 0 mg/kg based upon their lack of presence inthe data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254,and 1260 using the half the quantitation limit where ND results arereported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to VerificationArea grids or sidewalls where additional rounds of excavation werecompleted due to exceedances of the cleanup criteria.(7). Property boundary locations approximated from the LawrenceCounty survey plats. Locations may not accurately represent thetrue property boundaries.(8.) The verification figure is presented to show progress for this reportingperiod. Excavation verification may not be complete as statistical analysisor further excavation may be required.
80ft400
GRAB SAMPLE LOCATION
5-POINT COMPOSITESIDEWALL SAMPLE
S-036-101205-CG-10383R1 2.40
R1Result(mg/kg)
SampleIDGrid
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-038-082506-AH-18177 0.34 0.34S-038-082506-AH-18177
B
256
FE
S-038-082506-AH-18176 0.70 0.70S-038-082506-AH-18176S-038-082506-AH-18174 0.69 0.69S-038-082506-AH-18174S-038-082406-MD-18146 0.12 J 0.12 JS-038-082406-MD-18146
- - --
S-038-082506-AH-18175 1.06 1.06S-038-082506-AH-18175S-038-082506-AH-18173 0.63 0.63S-038-082506-AH-18173S-038-082506-AH-18169 0.19 0.19S-038-082506-AH-18169
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
- - --
B
257
FE
- - --- - --
S-039-082506-AH-18172 0.08 J 0.08 JS-039-082506-AH-18172- - --
S-039-103006-MD-18558 0.34 J 0.34 JS-039-103006-MD-18558S-039-103006-MD-18557 0.49 0.49S-039-103006-MD-18557S-039-103006-MD-18559 ND NDS-039-103006-MD-18559
R1Result(mg/kg)
SampleIDGrid
A
DC
G
H
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
- - --
B
258
FE
S-039-102306-AH-18495 0.74 0.74S-039-102306-AH-18495S-039-102306-AH-18496 0.47 J 0.47 JS-039-102306-AH-18496S-039-102306-AH-18497 0.19 J 0.19 JS-039-102306-AH-18497
- - --
S-039-102306-AH-18498 0.16 J 0.16 JS-039-102306-AH-18498S-039-102306-AH-18499 0.23 J 0.23 JS-039-102306-AH-18499S-039-102306-AH-18500 0.06 0.06S-039-102306-AH-18500
256A
SAMPLE RESULT EXCEEDSCLEANUP CRITERIA
ND NOT DETECTED
A
CB CREEK BED SAMPLE
S-038-102506-CH-18519 0.14 J 0.14 JS-038-102506-CH-18519
{S-039-102306-AH-18501 0.05} 0.05}{S-039-102306-AH-18501
PARCEL 39A
259D
259H
259E
259A
259B
259G 259F
259C
260A
260E
260H
260G
260F
260B
260C
260D
268H
268G
268F
268E
268A
268B
268C
268D
R1 S-039-102506-AH-18523 0.13 J
R1 S-039-102306-AH-18502 ND
R1 S-039-102506-AH-18524 0.28 J
figure 24PARCEL 39A (VERIFICATION AREAS 259, 260 AND 268)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA024 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-039-071006-MD-16000R1 0.13 J{S-039-071006-MD-16001 0.07 J}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can beverified in the Verification Area (approximately100ft x 200ft)by calculating the Upper Confidence Limit (UCL) of theaverage concentration using statistics, if the UCL is 1.8mg/kg the cleanup objective will be met for the givenVerification Area. A value of 0 mg/kg is used in the UCLcalculation for sample grids excavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location wherethe sidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per Verification Areaexcept where bedrock is encountered) were collected after thesoil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs.[ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have beenassigned a ND value of 0 mg/kg based upon their lack of presence inthe data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254,and 1260 using the half the quantitation limit where ND results arereported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to VerificationArea grids or sidewalls where additional rounds of excavation werecompleted due to exceedances of the cleanup criteria.(7). Property boundary locations approximated from the LawrenceCounty survey plats. Locations may not accurately represent thetrue property boundaries.(8.) The verification figure is presented to show progress for this reportingperiod. Excavation verification may not be complete as statistical analysisor further excavation may be required.
80ft400
GRAB SAMPLE LOCATION
5-POINT COMPOSITESIDEWALL SAMPLE
S-036-101205-CG-10383R1 2.40
R1Result(mg/kg)
SampleIDGrid
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
- - --
B
259
FE
- - --- - --
S-039-102506-AH-18525 ND NDS-039-102506-AH-18525- - --- - --- - --- - --
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
- - --
B
260
FE
- - --- - --- - --- - --- - --- - --- - --
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
- - --
B
268
FE
- - --- - --- - --- - --- - --- - --- - --
259A
SAMPLE RESULT EXCEEDSCLEANUP CRITERIA
ND NOT DETECTED
A
CB CREEK BED SAMPLE
PARCEL 38
PARCEL 39A
265A
266E
265D
265H 265G 265F 265E
265B265C
266F266G266H
266D 266C266B 266A
273A
273H 273G 273F 273E
273B273C273D
R1 S-039-102506-AH-18527 0.46 J
R1 S-039-102506-AH-18530 0.69{S-039-102506-AH-18531 0.58 J}
R1 S-039-102506-AH-18526 0.11
R1 S-039-102506-AH-18536 ND
R1 S-039-102506-AH-18537 ND
R1 S-039-102506-AH-18538 ND
CB
CB
R1 S-039-102506-AH-18534 ND
figure 25PARCELS 38 AND 39A (VERIFICATION AREAS 265, 266 AND 273)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA025 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-038-082406-MD-18150R1 ND{S-038-082406-MD-18151 ND}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can beverified in the Verification Area (approximately100ft x 200ft)by calculating the Upper Confidence Limit (UCL) of theaverage concentration using statistics, if the UCL is 1.8mg/kg the cleanup objective will be met for the givenVerification Area. A value of 0 mg/kg is used in the UCLcalculation for sample grids excavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location wherethe sidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per Verification Areaexcept where bedrock is encountered) were collected after thesoil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs.[ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have beenassigned a ND value of 0 mg/kg based upon their lack of presence inthe data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254,and 1260 using the half the quantitation limit where ND results arereported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to VerificationArea grids or sidewalls where additional rounds of excavation werecompleted due to exceedances of the cleanup criteria.(7). Property boundary locations approximated from the LawrenceCounty survey plats. Locations may not accurately represent thetrue property boundaries.(8.) The verification figure is presented to show progress for this reportingperiod. Excavation verification may not be complete as statistical analysisor further excavation may be required.
80ft400
GRAB SAMPLE LOCATION
5-POINT COMPOSITESIDEWALL SAMPLE
S-036-101205-CG-10383R1 2.40
R1Result(mg/kg)
SampleIDGrid
D
C
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-038-082406-MD-18147 ND NDS-038-082406-MD-18147B
265
FE
S-038-082406-MD-18148 ND NDS-038-082406-MD-18148S-038-082406-MD-18149 ND NDS-038-082406-MD-18149S-038-082406-MD-18150 ND NDS-038-082406-MD-18150
S-038-082506-AH-18168 0.02 J 0.02 JS-038-082506-AH-18168S-038-082506-AH-18167 0.01 J 0.01 JS-038-082506-AH-18167S-038-082406-MD-18152 ND NDS-038-082406-MD-18152
- - --
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-039-082506-AH-18170 0.69
B
266
F
S-039-082506-AH-18166 ND 0.01 JS-039-103006-MD-18556S-039-082506-AH-18165 ND NDS-039-082506-AH-18165
- - --
S-039-103006-MD-18560 0.02 J 0.02 JS-039-103006-MD-18560
{S-039-102506-AH-18541 0.18 J} 0.18 J}{S-039-102506-AH-18541S-039-102506-AH-18542 0.08 0.08S-039-102506-AH-18542S-039-102506-AH-18543 0.04 J 0.04 JS-039-102506-AH-18543
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
- - --
B
273
FE
- - --- - --- - --- - --- - --- - --- - --
265A
SAMPLE RESULT EXCEEDSCLEANUP CRITERIA
ND NOT DETECTED
A
{S-038-082406-MD-18151 ND} ND}{S-038-082406-MD-18151
CB CREEK BED SAMPLE
{S-039-082506-AH-18171 0.75}
S-039-102506-AH-18540 0.16 J 0.16 JS-039-102506-AH-18540
Sampling RoundR2
Result(mg/kg)
SampleID
- -
S-039-103006-MD-18555 ND NDS-039-103006-MD-18555
- -- -- -
- -- -- -
S-039-103006-MD-18556 0.01 J
E {S-039-103006-MD-18561 0.01 J} 0.01 J}{S-039-103006-MD-18561- -
PARCEL 38
PARCEL 39A
267A267E
267D
267F
267G
267H
267B
275A
276A
275F275G275H
275D
275E
275B
275C
276D
276H 276G 276F 276E
276B276C R1 S-039-080406-AN-16246 0.01 J
R1 S-039-080406-AN-16247 0.03 J
R1 S-039-080406-AN-16248 0.01 J
R1 S-039-082306-MD-18129 0.02 J
R1 S-039-082306-MD-18128 0.02 J
R1 S-039-082306-MD-18132 0.04 J
R1 S-039-090606-AH-18213 0.04
R1 S-039-090606-AH-18212 ND
R1 S-039-090606-AH-18214 0.01 J
R1 S-039-090606-AH-18218 0.01 J
R1 S-039-090606-AH-18217 0.32 J
R1 S-039-090606-AH-18210 ND{S-039-090606-AH-18211 0.01 J}
R1 S-039-092906-MD-18362 5.32 J
R1 S-039-092906-MD-18363 0.10
R1 S-039-092906-MD-18364 ND
R2 RE-SAMPLE PENDING
R1 S-039-102306-AH-18505 0.10
R1 S-039-102406-AH-16455 0.13 J
R1 S-039-102306-AH-18506 0.03 J
R1 S-039-102506-AH-18549 1.44R1 S-039-102406-AH-16456 0.82
R1 S-039-102506-AH-18529 0.05
R1 S-039-102506-AH-18533 ND
R1 S-039-102506-AH-18532 ND
CB
CB
R1 S-039-102506-AH-18550 0.08{S-039-102506-AH-18551 0.07}
267C
figure 26PARCEL 39A (VERIFICATION AREAS 267, 275, AND 276)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA026 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-039-090606-AH-18210R1 ND{S-039-090606-AH-18211 0.01 J}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can be verified in the Verification Area (approximately 100ft x 200ft) by calculating the Upper ConfidenceLimit (UCL) of the average concentration using statistics, if the UCL is 1.8 mg/kg the cleanup objective will be met for the given Verification Area. A value of0 mg/kg is used in the UCL calculation for sample grids excavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location where the sidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per Verification Area except where bedrock is encountered) were collected after the soil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs. [ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have been assigned a ND value of 0 mg/kg based upon their lack of presence in the data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254, and 1260 using the half the quantitation limit where ND results are reported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to Verification Area grids or sidewalls where additional rounds of excavation were completed due to exceedances of thecleanup criteria.(7). Property boundary locations approximated from the Lawrence County survey plats. Locations may not accurately represent the true property boundaries.(8.) The verification figure is presented to show progress for this reporting period. Excavation verification may not be complete as statistical analysis or further excavation maybe required.
80ft400
GRAB SAMPLE LOCATION
5-POINT COMPOSITESIDEWALL SAMPLE
S-039-092906-MD-18362R1 5.32 J
CB CREEK BED SAMPLE
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
- - --
B
267
FE
S-039-080306-MD-16244 ND 1.61S-039-103006-MD-18554S-039-080306-MD-16245 ND NDS-039-080306-MD-16245S-039-102506-AH-18553 0.24 J 0.24 JS-039-102506-AH-18553
- - --
S-039-080306-MD-16243 0.03 J 0.03 JS-039-080306-MD-16243S-039-080306-MD-16242 0.06 0.06S-039-080306-MD-16242S-039-102506-AH-18545 2.55 J
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
S-039-102506-AH-18546 0.06 0.06S-039-102506-AH-18546B
275
FE
S-039-102506-AH-18547 0.52 J 0.52 JS-039-102506-AH-18547S-039-102506-AH-18548 0.13 J 0.13 JS-039-102506-AH-18548S-039-081706-MD-18107 0.18 J 0.18 JS-039-081706-MD-18107S-039-082406-MD-18144 0.41 0.41S-039-082406-MD-18144S-039-082406-MD-18143 1.19 NDS-039-090606-AH-18209S-039-082306-MD-18134 0.54 0.54S-039-082306-MD-18134S-039-081706-MD-18108 0.07 0.07S-039-081706-MD-18108
R1Result(mg/kg)
SampleIDGrid
A
D
C
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
S-039-080306-MD-16240 0.85 0.85S-039-080306-MD-16240
B
276
FE
{S-039-082406-MD-18141 0.59} 0.59}{S-039-082406-MD-18141S-039-082406-MD-18142 0.18 J 0.18 JS-039-082406-MD-18142
{S-039-081806-AH-18121 0.46 J} 0.03 JS-039-082306-MD-18127
S-039-080306-MD-16239 0.02 J 0.02 JS-039-080306-MD-16239S-039-082406-MD-18139 0.03 J 0.03 JS-039-082406-MD-18139S-039-082406-MD-18138 2.19 JS-039-082306-MD-18133 1.20 0.01 JS-039-090606-AH-18216
275A
SAMPLE RESULT EXCEEDSCLEANUP CRITERIA
ND NOT DETECTED
{S-039-080306-MD-16241 0.67} 0.67}{S-039-080306-MD-16241S-039-082406-MD-18140 0.52 0.52S-039-082406-MD-18140
R2Result(mg/kg)
SampleID- -- -- -- -- -
S-039-082306-MD-18127 0.03 J
- -- -
S-039-090606-AH-18216 0.01 J
S-039-081806-AH-18120 2.46 J
R2Result(mg/kg)
SampleID- -- -- -- -- -
S-039-090606-AH-18209 ND- -- -
S-039-090606-AH-18215 1.49 0.07S-039-092906-MD-18359
R3Result(mg/kg)
SampleID- -
Sampling Round
- -- -- -- -
- -- -
S-039-092906-MD-18359 0.07- -
- -- -
Sampling RoundR2
Result(mg/kg)
SampleID- -
S-039-103006-MD-18554 1.61- -- -- -- -- -
RE-SAMPLE PENDING RE-SAMPLE PENDING
PARCEL 38
PARCEL 39A
274E274H 274G 274F
274B 274A274C274D
281A
281H
281G281F 281E
281B281C
281D
282A282D
282H
282G 282F 282E
282B282C
R1 S-039-102506-AH-18539 ND
R1 S-039-102506-AH-18535 ND
R1 S-039-102506-AH-18528 0.21 J CB
figure 27PARCEL 39A (VERIFICATION AREAS 274, 281, AND 282)
FINAL UNVALIDATED COMPOSITE SAMPLE RESULTSPOST - EXCAVATION SUMMARY
GM POWERTRAIN BEDFORD FACILITY
13968-00(222)GN-WA027 NOV 13/2006
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
ROADS / UNPAVED AREAS
SOIL VERIFICATION SAMPLING GRID
VERIFICATION AREA
LEGENDSAMPLE ID
COMPOSITE SAMPLE IN GRID in mg/kg
VERIFICATION RESULTS
SAMPLING ROUND NUMBER
TOTAL PCB CONCENTRATION OFS-039-090606-AH-18210R1 ND{S-039-090606-AH-18211 0.01 J}
DUPLICATE SAMPLE
J ESTIMATE VALUE
EXCAVATION FLOOR SAMPLE RESULTS
GENERAL NOTES:(1). Cleanup Criteria
a.) Soils to 1.8 mg/kg.- if all results are < 5.0 mg/kg, the cleanup objective can beverified in the Verification Area (approximately100ft x 200ft)by calculating the Upper Confidence Limit (UCL) of theaverage concentration using statistics, if the UCL is 1.8mg/kg the cleanup objective will be met for the givenVerification Area. A value of 0 mg/kg is used in the UCLcalculation for sample grids excavated to bedrock.
b.) Sediments to 1 mg/kg.(2). Composite sidewall samples were collected in the location wherethe sidewall of the excavation exceeded 6 inches in height.(3). The surficial confirmation samples (8 composites per Verification Areaexcept where bedrock is encountered) were collected after thesoil/sediment removal was performed.(4). A value of 0 mg/kg is used for ND in the calculation of Total PCBs.[ENVIRON](5). For UCL calculations, Aroclors 1016, 1221, and 1232 have beenassigned a ND value of 0 mg/kg based upon their lack of presence inthe data.
- UCL calculations are performed on Aroclors 1242, 1248, 1254,and 1260 using the half the quantitation limit where ND results arereported. [ENVIRON]- UCL calculations included both floor and sidewall samples.
(6). The sampling round (e.g. R1, R2, etc.) correlates to VerificationArea grids or sidewalls where additional rounds of excavation werecompleted due to exceedances of the cleanup criteria.(7). Property boundary locations approximated from the LawrenceCounty survey plats. Locations may not accurately represent thetrue property boundaries.(8.) The verification figure is presented to show progress for this reportingperiod. Excavation verification may not be complete as statistical analysisor further excavation may be required.
80ft400
GRAB SAMPLE LOCATION
5-POINT COMPOSITESIDEWALL SAMPLE
S-039-092906-MD-18362R1 5.32 J
CB CREEK BED SAMPLE
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
- - --
B
274
FE
- - --- - --- - --
S-039-102506-AH-18544 0.20 J 0.20 JS-039-102506-AH-18544- - --- - --- - --
274A
SAMPLE RESULT EXCEEDSCLEANUP CRITERIA
ND NOT DETECTED
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
- - --
B
281
FE
- - --- - --- - --- - --- - --- - --- - --
R1Result(mg/kg)
SampleIDGrid
A
DC
GH
Verification Area
UCL Calculations
IDSample
FINAL
(mg/kg)Result
Sampling Round
- - --
B
282
FE
- - --- - --- - --- - --- - --- - --- - --
PARCEL 20
PARCEL 21
20B
21D
20E
20F
20C
20D
20H21A21E
21F
21B
21G
21C
21H
22A
22F
20G
22B
22C22H
22E
22D
20A
22G
28E
28F
28B
28C
28G
28H28D
29A
29B
29C
29D
29H
29G
29F
29E
28E
28F
28B
28C
28G
28H28D
29A
29B
29C
29D
29H
29G
29F
29E
28A28A
27D
27C
27B
27A
27H
27G
27F
27E
24H
24D
24C
24G
24F
24E
24A
24B
25A
25B
25C
25D25H
25F
25E
26E
26A
25G
26F
26B
26D
26H
26C
26G
30A
30B
30C
30D
30H
30G
30F
30E
31H
31D
31G31F31C
31B
31A
31E
32E
32F
32G
32H
32A
32B
32C
32D
33E
33F33G
33H
33A
33B
33C
33D
34A
34B
34C
34D
34H
34G
34F
34E
35D
35C
35H
35G
35F
35E
35A
35B
PA
RC
EL
14
PARCEL 19
PA
RC
EL
296
PA
RC
EL
297
PARCEL 216
PARCEL 217
PA
RC
EL
74
PARCEL 76B
PARCEL 292
PARCEL 218
PARCEL 418
PA
RC
EL
221 PARCEL 219
PARCEL 345
PARCEL 220
PARCEL 299PARCEL 298
PARCEL 294
PARCEL 23A
107H
107G
108F
108E
108A
107D
110A
109D
110B
110F110C
108B
110H
110G
110D
111E
111A
111B
112E
108C
108G
108H
111F
108D111D
112A
112H
112G
112C
112B
112F
111C
111H
112D
403A
403B
403C
403D
403H
403G
403F
403E
111G
107E
109A
109B
109F109C
109G
107A
107F
107B
109H
110E
107C
113D
113H
113G
113C
106G
106B
106C
109E
106D
106H 113F
106A
106F
106E
113A
113E113B
402D
105C
105D
105H
105A
105E
105G
105B
105F
402C
402B
402A
402E
402F
402G
402H
PARCEL 22
Scale: Project No : o :Report N :oDrawing N
Project Manager:
Source Reference:
Reviewed By: Date:
THIS BAR MEASURES 1" ON ORIGINAL. ADJUST SCALE ACCORDINGLY.
SCALE VERIFICATION
Approved
NO DateRevision Initial
GM POWERTRAIN BEDFORD FACILITYBEDFORD, INDIANA
VERIFICATION AREAS - PARCELS 15, 20, 21, AND 216GRID LOCATIONS
POST - EXCAVATION SUMMARY
M.K. P.G. NOVEMBER 2006
13968-00 222 figure 2813968-00(222)GN-WA028 NOV 13/2006
AS SHOWN
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
SOIL VERIFICATION SAMPLING GRID
LEGENDVERIFICATION AREA
0 100ft50
22A
ROADS / UNPAVED AREAS
36D39G
39C
39B
39A
39F
39E
38G
38C
38B
38A
38F
38E
37G
37C
37B
37A
37F
37E
36G
36C
36B
36A
36F
36E
39H
39D
38H
38D
37H
37D36H
40G
40H
40D
40C
40B
40A
40F
40E
43G
43H
43D
43C
43B
43A
43F
43E
42G
42H
42D
42C
42B
42A
42F
42E
41G
41H
41D
41C
41B
41A
41F
41E
45D
45H
45G
45C
45B
45A
45F
45E
44D
44C
44B44A
44F
44E
44H
44G
47D
47H
47G
47C47B
47A
47F
47E
46D
46H
46G
46C
46B
46A
46E
46F
50G
50H
50D
50C
50B
50A
50F
50E
49G
49H49D
49C
49B
49A
49F
49E
48G
48H48D
48C
48B
48A
48F
48E
51D51H
51G
51C
51B 51F
51E51A
54C
52F52B
52C
52A
52E
53A
53D
53H
54E
55D55H
55F
55C55G
55B
55A
53E
52G
53B
53G
52H
53F
53C
52D55E
54A
54B
54F
54H
54G
54D
PARCEL 25
PARCEL 24
PARCEL 27
PARCEL 26
PARCEL 229
PARCEL 292
PARCEL 76B
PARCEL 76A
PARCEL 77
PARCEL 79
PARCEL 78
PARCEL 80
PARCEL 75
PARCEL 226
PARCEL 227
57C
57D57H
57G
57A
57B 57F
59D 59G
59B
59C59G
59F
59A 59E
58C
58D 58H
58G
58A
58B58F
58E
57E
56H
56G
56A
56B 56F
56E
56C
56D
63A
63B
63C
63D63H
63G
63F
63E
62H
61D
61A
61B
61E
61F
61G
61C
61H
62A
62B
62C
62D
62G
62F
60C
60D
60H
60G
60F
60E
60B
60A
65C
65D65H
65G
65A
65B65F
65E
62E
67H
66H
66D
67D
66A
66E
66F
66G
66B
67A
67B
67C
67G
67F
67E
66C
68E
68A
68B
68F
68G
68H
68C
68D
64D
64A64E
64F
64B
64C
64G
64H
70H
70B70F
70G
70C
70E
70A
71A71E
71F71B
71C
71D 71H
71G
69B
69C
69D 69H
69G
69F
69A69E
72E72A
72B72F
72H
72G72C
72D
70D
74D
74H
74C
74G
74F
74E74A
74B
75B
75C
75D
75H
75G
75F
75A 75E
73D
73H
73G
73A73E
73F73B
73C
78A
78B
78C
78D
78H
78F
78G
78E
76A
76B
76C
76D76H
76G
76F
76E
77A
77B
77C
77D
77H
77G
77F
77E
PARCEL 228
PARCEL 23B
PARCEL 23A
PARCEL 28A
PARCEL 28B
Scale: Project No : o :Report N :oDrawing N
Project Manager:
Source Reference:
Reviewed By: Date:
THIS BAR MEASURES 1" ON ORIGINAL. ADJUST SCALE ACCORDINGLY.
SCALE VERIFICATION
Approved
NO DateRevision Initial
GM POWERTRAIN BEDFORD FACILITYBEDFORD, INDIANA
VERIFICATION AREAS - PARCELS 23, 25, 28, AND 76GRID LOCATIONS
POST - EXCAVATION SUMMARY
M.K. P.G. NOVEMBER 2006
13968-00 222 figure 2913968-00(222)GN-WA029 NOV 13/2006
AS SHOWN
0 100ft50
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
SOIL VERIFICATION SAMPLING GRID
LEGENDVERIFICATION AREA
36A
ROADS / UNPAVED AREAS
PARCEL 27PARCEL 28A
PARCEL 30
PARCEL 29
PARCEL 36
81A
81E
81F
81G
81H81D
81C
81B
80A80E
80F
80B
80C
80D
80H
80G
79A
79C
79D
79H
79G
79F
79E
79B
82B
82C
82H
82A
82D 82G
82F
82E
83A
83B
83C
83D
83H
83G
83F
83E
84A
84E
84F
84G
84H
84C
84B
84D 85A
85B
85D
85H
85G
85F85C
85E
86A
86B
86C
86D 86G
86F
86E
86H
86A
86F
86E
87A
87B
87C
87H
87G
87F
87E
88A
88B
88C
88D
88H
88G
88F
88E
89A
89B
89C
89D
89H
89G
89F
89E
87D
90A
90B
90C
90D
90H
90G
90F
90E
95A
95E
95F
95B
95C
95G
95H
95D
94A
94B
94C
94H
94G
94F
94E
93A
93B
93C
93H
93G
93F
93E
94D
93D
91A
91B
91C
91D
91H
91G
91F
91E
92A
92B
92C
92D
92H
92G
92F
92E
96A
96E
96F
96B
96C
96G
96H
96D
97A
97B
97C
97D
97H
97G
97F
97E
101A
101E
100A
100E
100F
100B
100C
100G
100H
100D
101F
101B
101C
101G
101H
101D
102A
102B
102C
102G
102F
102E
103A
103E
104A
104E
104F
104B
103F 104G
104H
104D
103G
103C
103D
103H
102D
103B 104C
131E
131A
131B
131F
131G
131C
131D
131H
102H
114G
114D
114G
114C
114B
114F
114E
114A
129A
129B
129C
129D
129H
129G
129F
129E
130A
130E
130B
130F
130G
130C
130D
130H
133A
133B
133D
133H
133G
133F
133E
134A
134F
134B
134C
134D 134H
134G
134E
140D140H
140A
140B
140C
140G
140F
140E
133C
139A
139D
139C
139B
139H
139G
139F
139E115D
115H
115G
115C
115B
115F
115E
115A
137D
137C
137B
137A
138D 138H
138G
138C
138B
138F
138E
138A
137E
137F
137G
137H135H
136C
136D
136H
136G
135A135E
135F
135G
136A
136B
136F
136E135B
135C
135D
132E
132F
132G
132C
132A
132D
132H
132B
96E
98E
98A
98B
98F98C
98D98G
99A
98H
99E
99F
99B
99C
99G
99H
99D
398E398A
398B
398G
398F
398C
398H
399E
398D
399A
399F
399B
399C
399G399D
399H
400F
400G
400E
400A400B400D400C
400H
401B
401A
401E
401F
401G
401C
401D
401H
Scale: Project No : o :Report N :oDrawing N
Project Manager:
Source Reference:
Reviewed By: Date:
THIS BAR MEASURES 1" ON ORIGINAL. ADJUST SCALE ACCORDINGLY.
SCALE VERIFICATION
Approved
NO DateRevision Initial
GM POWERTRAIN BEDFORD FACILITYBEDFORD, INDIANA
VERIFICATION AREAS - PARCELS 28, 29, 30, AND 36GRID LOCATIONS
POST - EXCAVATION SUMMARY
M.K. P.G. NOVEMBER 2006
13968-00 222 figure 3013968-00(222)GN-WA030 NOV 13/2006
AS SHOWN
0 100ft50
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
SOIL VERIFICATION SAMPLING GRID
LEGENDVERIFICATION AREA
79A
ROADS / UNPAVED AREAS
500
PARCEL 36
148D152D
152H
152G
152F152E
153B153C
153D
153H153G
153F
154D
151A
151B
151C
151D
151H151G
151F
151E
145B
145C145G
145H145D
145F146C 146G
146H146D
147H147D148B
148C152A152B
152C
141D141H
146A146E
146F
147A147E
147F
147G147C
147B
148A145A 145E
146B
141A
141E
141F141B
141C141G
119H
119D119C
119G 119F
119B119A
118D118H
118G118C
118B 118F
118E118A
117D117H
117G117C
117B 117F
117E117A
116D116H
116G116C
116B116F
116E116A
144E
144A
144B
144F
144G144C
144D144H
150A 150E
150F150B
150C 150G
150H150D
155A 155E
155F155B
155C 155G
155H155D
154H
148H
149C
149D149H
149G
153A
153E
154A
154E154F
154G
154C 154B
143C
143H
143G
148G
148F149A
149B 149F
149E
142B
142C
142D142H
143D
148E
142F
142G
143A143E
143F143B
142A142E
119E120B
120A
120E
121F
120C
120D
121A
121E
120H
120G
120F
156D161A
156H
161E
161F
161B
161C
156A156B
156F156E
156G
156C
160G
165E
165A
160H
158E
158A
159E
159A
159F
159B
159C
159G
160D 160F160E
160A160B
160C
121G
121D
121H
121C
121B
122A
122E
157H159H
163H
163D
163C
163G
163F164E
164F
164G
164H
164D
164C
164B
165B
165D
165H
165G
165F165C166A
166B
166C
166H
166G
166F
166E
167A
167B
167C
167D
167H
167G
167F
167E168A
168E
168F
168G
168H
168D
168C
168B
157A
157B
157C
157D157G
157F
157E
158H
158G
158F
158B
158C
158D
159D
163B
163A
163E 164A
166D
169B
169C
169H
161G161D
162G
162H
162D
162C161H
169A
169G
169F
169E
170A
170B170E
162A
162E
162F
162B
122D
122H
170D
170H
170G
170F
170C
169D
122F
122B
122C
122G
171E
171F
171A
171B
171G
171C
171D
171H
123A
123B
123C
123D 123H
123G
123F
123E
124A
124B
124F
124E
124G
124C
177A
177D 177H
177G177C
177B177F
177E
175H
175G176D 176H
176G
184A
184G
184F
184E
184B
184C
176A
176F
176E
176B
176C
175A
175F
175E
173G174A
174D174H
174C
174F
174B
174E
175C
174G175B
173H
172A
172D
172C
172B
172H
172G
172F
173D
182A
182E
172E
173A
173C
173B173F
173E
178A
178B
178C
178D
178H
178G
178F
178E179A
179D179H
179G179C
179B179F
179E180A
180B
180D
180C
180E
186D
186H
175D
184D
184H
185E
185A
185B
185C
183A
183B
183F
183E
182H
182G
182F
183C
183G
181A
181B
181C
181D 181H
181G
181F
181E182B
182C
182D
183D
183H
185D
186A
186B186C
186G 186F
186E
180H
180G
180F
185G
185F
124D
124H125E
125A
125B
125F
125G
125C
125D
185H
187A
187B187C
187G 187F
187E
187D
187H
125H
PARCEL 39B
PARCEL 37
PARCEL 237
PARCEL 72
Scale: Project No : o :Report N :oDrawing N
Project Manager:
Source Reference:
Reviewed By: Date:
THIS BAR MEASURES 1" ON ORIGINAL. ADJUST SCALE ACCORDINGLY.
SCALE VERIFICATION
Approved
NO DateRevision Initial
GM POWERTRAIN BEDFORD FACILITYBEDFORD, INDIANA
VERIFICATION AREAS - PARCELS 36 AND 37GRID LOCATIONS
POST - EXCAVATION SUMMARY
M.K. P.G. NOVEMBER 2006
13968-00 222 figure 3113968-00(222)GN-WA031 NOV 13/2006
AS SHOWN
0 100ft50
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
SOIL VERIFICATION SAMPLING GRID
LEGENDVERIFICATION AREA
141A
ROADS / UNPAVED AREAS
PARCEL 36
196G
196C
196H
196D
197B197C
197D
197H197G 197F
198A198B198C
198D
198H 198G198F
198E
199A
199B199C
199D
199H199G
199F199E
200A
200D
200C
200H
200G
200F200B
200E
201A
201B201C201D
201H 201G201F
201E
202A202B202C202D
202H 202G202F
202E
203A203B203C203D
203H 203G 203F 203E
204A
204E204F
204B
204G
204C
204H
204D
190A190H
190D
190G
190C
190F
190B
190E
191D191C
193A193B
193C
193G193F
193E
194A
194F194G
194H
194D
194C
194B
193D
193H
196F
196B
128H
128D
128B
128F128G
128C
195H
195D196A
127H
127D
128E
128A
191H
194E
195F
195G
195C
195B196E
197A
197E
188A
188E
126A126D
191A191B
191G
127A
127B127C
191E
191F
126E
126F
126B
126G
126C
126H
127E127F
127G
188D
188H
188G
188F
188B
188C
189A
189B
189C189D
189H 189G
189F
189E
192A
192B192C
192D
192H
192G
192F
192E
195A
195E
PARCEL 37
PARCEL 38
PARCEL 39B
PARCEL 238
PARCEL 341
PARCEL 237
PARCEL 239
PARCEL 39A
246H 246G 246F 246E
255E255F
234D
245E
245A
245F245G
245H
245D 245C 245B
254E
254A
254B
254F
254G
234H 234G 234F 234E
234A234B234C
246A246B246C246D255A255B
255C
255G
255H
255D
209E
210A
210B
210C
210D
210H
210G
210E
211A
211B
211D
211H
211G
211C211F
211E
212A212E
212F
212B
212C
212G
212H
212D
217E
218A
218B
218D
218H
218G
218C218F
218E
219A
219D
219H
219G
219C
219B
219F
219E
220A
220E
220F
220H
220G
220D
220C
221B
221C
221D
221H
221G
221F
221E
222A
222E
222F
222G
222H
222D
222C
222B
223A
223E
223F
223G
223H
223D
223C
223B
220B
230F230H 230G
231A
231E231F231G231H
231D 231C 231B
232A
232B
232C232D
232H232G
232F
232E
233A
233E
233F233G233H
233D233C 233B
241E241G 241F
242B
242G242H
242C
242D
242F
242A
242E
243E243F243G243H
243D 243C243B
243A
251E
251H
251A
251B251G
251F
252E252F
252G
252A252B
252D
252H
252C
254D
254C
254H
244D
244H 244G244F 244E
244A244B244C253A
253F 253E
253B
253C
253G
253H
253D
208H
209A
209D
209H
209G
209F209C
209B
214H
215C
215D
215H
215G
216D
216H
216G
216F
216E216C
217A217B
217C
217D
217H
217G
217F
221A
226A
226E226F
226G
226C226B
227A
227D
227H
227G
227F 227E
227B
227C
228A
228D
228H
228G 228F 228E
228B228C
229A
229H 229G 229F
229E
229B229C229D
230A
230E
230D 230C 230B
238E
238A238G
238F
239D
239C
239G
239H
239B
239A
239F
239E
240E
240H
240G
240A
240C
240F
240D
240B
241B
241H
241C
241D
241A
248A
248E
248B
248G248F
249B
249A
249E
249C
249F
249D
249H
249G
250C
250D
250B
250G
250F
250A
250E
250H
251C
251D
207F 207E
207H207G
207D
208A208B
208F 208E208G
208D
208C
215A
215B
215F
215E
216A
216B
210F
226H238B
238H
247C 247B
247A
247E
247F247G
248C
235H
235D
235C
235B
213C
213H
213D
214C
214D
224E
224A
224F
224G
224H
224D
224C
224B
225A225B
225C
225D
225H
225G
225F 225E
226D
235E236C
236F
236B236H
236G
236A
236E
236D
237E
237D
237C
237B
237A237F
237G
237H
238C
238D
235F
235G
235A
205A205B205C205D
205H 205G 205F 205E
206A206B206C
206D
206H206G
206F206E
207A207B207C
213A
213E213F
213B
213G
214A
214B
214G
214F
214E
247D
247H
248D
248H
Scale: Project No : o :Report N :oDrawing N
Project Manager:
Source Reference:
Reviewed By: Date:
THIS BAR MEASURES 1" ON ORIGINAL. ADJUST SCALE ACCORDINGLY.
SCALE VERIFICATION
Approved
NO DateRevision Initial
GM POWERTAIN BEDFORD FACILITYBEDFORD, INDIANA
VERIFICATION AREAS - PARCELS 36 TO 39GRID LOCATIONS
POST - EXCAVATION SUMMARY
M.K. P.G. NOVEMBER 2006
13968-00 222 figure 3213968-00(222)GN-WA032 NOV 13/2006
AS SHOWN
0 100ft50
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
SOIL VERIFICATION SAMPLING GRID
LEGENDVERIFICATION AREA
ROADS / UNPAVED AREAS
198A
PARCEL 38
PARCEL 39A
264E
256A
256E
256C 256B
256F256G
256D
256H
257E
257A257B
257H 257G
257D 257C
257F
258E
258A258B
258G
258D
258H
258C
258F
259E
259H
259A
259B
259G 259F
259C259D
260A
260E
260H
260G
260F
260B
260C
260D
261G
261E
261F
261H
261C
261D
261A
261B
263B
263H
263G
263E
263C
263F263A
263D
265A
266E
267A
267E
267D
267F
267G
267H
267C
267B
405C
274E
275A
276A
262D
262H
262G
262F
262E
262A
262B
262C
264F
264B
264A
264G
264C
264D
264H
265D
265H 265G 265F 265E
265B265C
266F266G266H
266D 266C 266B 266A
268H
268G
268F
268E
268A
268B
268C
268D
269D
269H
269G
269F
269E
269A
269B
269C270D
270H
270G
270F
270E
270A
270B
270C
271D
271H
271G
271F
271E
271A
271B
271C
272A
272E
272F
272H
272G
272C
272B
272D
273A
273H 273G 273F 273E
273B273C
273D
274H 274G 274F
274B 274A274C274D
275F275G275H
275D
275E
275B275C
276D
276H 276G 276F 276E
276B276C
405E
405A405F
405B
405G
405H405D
277H
277G
277F
277E
277A
277B
277C
277D
278B
278G
278F
278E
278A
278C
278D278H279D
279H
279G
279F
279E
279A
279B
279C
280D
280H
280G
280F
280E
280A
280B
280C
281A
281H
281G281F 281E
281B281C
281D
282A
282D
282H
282G 282F 282E
282B282C
283A283B283C283D
283H 283G 283F 283E
284A284B284C284D
284H 284G 284F 284E
285A285B285C285D
285H 285G 285F 285E
286A286D 286C 286B
286F 286E286G286H
287E
287H 287G 287F
287B
287A
287C287D
288A
288B
288E
288F288G288H
288D288C
289A
289D
289H
289G 289F 289E
289B289C
290A290D
290H 290G 290F 290E
290B290C
291A
291H 291G 291F 291E
291B291C291D
292A
292H 292G 292F 292E
292B292C292D
293D293H
293G
293F
293E
293A
293B
293C
294A294B294C
294G 294F 294E294H
294D
295A295D
295H 295G 295F 295E
295B295C
296A
296E
296F
296B
296C
296G296H
296D
297A
297E
297H297G
297F
297B
297C
297D
298A
298D
298H
298G
298F
298E
298B
298C
299A
299D
299H
299G
299F 299E
299B
299C
300A300B300C300D
300H 300G 300F 300E
301A
301H 301G 301F 301E
301B301C301D
302A302D
302H 302G 302F 302E
302B302C
303A
303E
304A
304E
305A305D
305H 305G
305C
305F 305E
305B
306A306B306C306D
306H306G 306F 306E
307A307D
307H 307G 307F 307E
307B307C
308A308D
308H 308G 308F308E
308B308C
309A
309D
309H
309G
309F
309E
309B
309C
310A310B
310E310F
310G
310H
310D
310C
315A
315E
316A
316E
317A
317F317E
317B
318A318B318D 318C
318H 318G 318F 318E
319A319D
319H 319G 319F
319E
319B319C327A
327E
303D
303H 303G 303F
303B303C
304D
304H 304G 304F
304B304C
311A311D
311H 311G 311F 311E
311B311C
312A312D
312H312G 312F 312E
312B312C
313A313D
313H 313G 313F 313E
313B313C
314A314B
314F 314E314G314H
314D 314C
315D
315H 315G 315F
315B315C
316D
316H 316G 316F
316B316C
317D
317H 317G
317C
320A320D
320H 320G 320F320E
320B320C
321A321D
321H 321G 321F 321E
321B321C
322D
322H 322G 322F 322E
322A322B322C
323A323D
323H 323G 323F 323E
323B323C
324A324B324C324D
324H 324G 324F 324E
325A325B
325G325H
325D
325F 325E
325C
326A326D
326H 326G 326F 326E
326B326C
327F327G327H
327D 327C 327B
404A404B404C404D
404H 404G 404F 404E
PARCEL 40
Scale: Project No : o :Report N :oDrawing N
Project Manager:
Source Reference:
Reviewed By: Date:
THIS BAR MEASURES 1" ON ORIGINAL. ADJUST SCALE ACCORDINGLY.
SCALE VERIFICATION
Approved
NO DateRevision Initial
GM POWERTAIN BEDFORD FACILITYBEDFORD, INDIANA
VERIFICATION AREAS - PARCELS 38, 39 AND 40GRID LOCATIONS
POST - EXCAVATION SUMMARY
M.K. P.G. NOVEMBER 2006
13968-00 222 figure 3313968-00(222)GN-WA033 NOV 13/2006
AS SHOWN
0 100ft50
APPROXIMATE PROPERTY BOUNDARY
APPROXIMATE SURFACE WATER LOCATION
EXISTING BUILDINGS
EXISTING VEGETATION
ELEVATION CONTOURS (feet AMSL)EXISTING GROUND SURFACE
FENCE LINE
SOIL VERIFICATION SAMPLING GRID
LEGENDVERIFICATION AREA
ROADS / UNPAVED AREAS
198A
TABLE 1.1A - PUF
SUMMARY OF PCB AIR MONITORING ANALYTICAL RESULTS - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
Page 1 of 1
STATION 25B STATION 28AUnit_ID PUF-8 PUF-15
10/2/2006Total Volume(m3) NR 439Total PCB Mass(ug) NR 13PCB Concentration(ug/m3) NR 0.0296Percent of Allowable(%) NR 3
10/10/2006Total Volume(m3) 161 464Total PCB Mass(ug) 35 29PCB Concentration(ug/m3) 0.2174 0.0625Percent of Allowable(%) 22 6
10/16/2006Total Volume(m3) 160 463Total PCB Mass(ug) 7 7.4PCB Concentration(ug/m3) 0.0438 0.016Percent of Allowable(%) 4 2
10/23/2006Total Volume(m3) 198 486Total PCB Mass(ug) 4.2 2.8PCB Concentration(ug/m3) 0.0212 0.0058Percent of Allowable(%) 2 1
10/30/2006Total Volume(m3) 201 460Total PCB Mass(ug) 4.2 16PCB Concentration(ug/m3) 0.0209 0.0348Percent of Allowable(%) 2 3
Notes:NR - No result because machine was not setup
CRA 013968(222)
TABLE 1.1B - GROUP 8A
SUMMARY OF TSP AIR MONITORING ANALYTICAL RESULTS - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
Page 1 of 2
STATION 12A STATION 15 STATION 17 STATION 20AUnit_ID TSP-13 TSP-14 TSP-17 TSP-6
10/18/2006Total Volume(m3) 1223 934 1146 1229Average Flow(m3/min) 0.85 0.91 0.79 0.86TSP Concentration(mg/m3) 0.027 0.0257 0.0288 0.0252Percent of Allowable(%) UPWIND 57 64 56
10/19/2006Total Volume(m3) 1290 1266 766 1237Average Flow(m3/min) 0.9 0.89 0.54 0.89TSP Concentration(mg/m3) 0.0093 0.0166 0.0183 0.0146Percent of Allowable(%) 38 68 75 UPWIND
10/20/2006Total Volume(m3) 1482 1754 1359 384Average Flow(m3/min) 0.88 1.05 0.83 *TSP Concentration(mg/m3) 0.0175 0.0234 0.0368 *Percent of Allowable(%) UPWIND 80 126 (1) *
10/23/2006Total Volume(m3) 1285 1398 3 1202Average Flow(m3/min) 0.87 0.97 * 0.9TSP Concentration(mg/m3) 0.0249 0.0436 * 0.0241Percent of Allowable(%) 62 108 (2) * UPWIND
CRA 013968(222)
TABLE 1.1B - GROUP 8A
SUMMARY OF TSP AIR MONITORING ANALYTICAL RESULTS - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
Page 2 of 2
10/24/2006Total Volume(m3) 1354 1522 485 1414Average Flow(m3/min) 0.94 1.07 * 1TSP Concentration(mg/m3) 0.0162 0.0296 * 0.0276Percent of Allowable(%) 35 64 * UPWIND
10/25/2006Total Volume(m3) 524 1491 1 1424Average Flow(m3/min) * 1.03 * 0.99TSP Concentration(mg/m3) * 0.0201 * 0.0337Percent of Allowable(%) * 25 * 42
10/28/2006Total Volume(m3) NR NR NR 1343Average Flow(m3/min) NR NR NR 0.98TSP Concentration(mg/m3) NR NR NR 0.0164Percent of Allowable(%) NR NR NR 21
10/30/2006Total Volume(m3) 831 1279 NR 1268Average Flow(m3/min) 0.68 0.88 NR 0.91TSP Concentration(mg/m3) 0.059 0.0704 NR 0.0355Percent of Allowable(%) 50 UPWIND NR 30
10/31/2006Total Volume(m3) 14 1386 NR 1418Average Flow(m3/min) * 0.94 NR 0.99TSP Concentration(mg/m3) * 0.0303 NR 0.0226Percent of Allowable(%) * 26 NR 19
Notes:* - Results not reported due to machine malfunctionNR - No result because machine was not setup(1) - Exceedance primarily attributed truck traffic along Broomsage Road.(2) - No work conducted in the vicinity of the air monitoring station.
CRA 013968(222)
TABLE 1.1B - STATIONS 25B AND 28A
SUMMARY OF TSP AIR MONITORING ANALYTICAL RESULTS - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
Page 1 of 3
STATION 25B STATION 28AUnit_ID TSP-4 TSP-2
10/2/2006Total Volume(m3) 1134 1829Average Flow(m3/min) 0.8 1.29TSP Concentration(mg/m3) 0.157 0.0651Percent of Allowable(%) 36 136 (1)
10/4/2006Total Volume(m3) 1211 1179Average Flow(m3/min) 0.87 0.85TSP Concentration(mg/m3) 0.1412 0.0602Percent of Allowable(%) 33 126 (1)
10/5/2006Total Volume(m3) 1350 1298Average Flow(m3/min) 0.91 0.88TSP Concentration(mg/m3) 0.0644 0.0254Percent of Allowable(%) 15 53
10/6/2006Total Volume(m3) 1353 1189Average Flow(m3/min) 0.99 0.87TSP Concentration(mg/m3) 0.1042 0.0278Percent of Allowable(%) 24 58
10/7/2006Total Volume(m3) 1331 1485Average Flow(m3/min) 0.78 0.86TSP Concentration(mg/m3) 0.0661 0.0377Percent of Allowable(%) 15 79
10/9/2006Total Volume(m3) 1004 NRAverage Flow(m3/min) 0.7 NRTSP Concentration(mg/m3) 0.2291 NRPercent of Allowable(%) 53 NR
10/10/2006Total Volume(m3) 1180 NRAverage Flow(m3/min) 0.81 NRTSP Concentration(mg/m3) 0.3356 NRPercent of Allowable(%) 78 NR
CRA 013968(222)
TABLE 1.1B - STATIONS 25B AND 28A
SUMMARY OF TSP AIR MONITORING ANALYTICAL RESULTS - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
Page 2 of 3
10/11/2006Total Volume(m3) 1143 NRAverage Flow(m3/min) 0.8 NRTSP Concentration(mg/m3) 0.056 NRPercent of Allowable(%) 13 NR
10/12/2006Total Volume(m3) 1219 NRAverage Flow(m3/min) 0.85 NRTSP Concentration(mg/m3) 0.2075 NRPercent of Allowable(%) 48 NR
10/13/2006Total Volume(m3) 1314 NRAverage Flow(m3/min) 0.89 NRTSP Concentration(mg/m3) 0.102 NRPercent of Allowable(%) 24 NR
10/14/2006Total Volume(m3) 1298 NRAverage Flow(m3/min) 0.95 NRTSP Concentration(mg/m3) 0.0716 NRPercent of Allowable(%) 17 NR
10/19/2006Total Volume(m3) 1249 NRAverage Flow(m3/min) 0.89 NRTSP Concentration(mg/m3) 0.0112 NRPercent of Allowable(%) 3 NR
10/23/2006Total Volume(m3) 1164 1234Average Flow(m3/min) 0.82 0.87TSP Concentration(mg/m3) 0.1125 0.0843Percent of Allowable(%) 26 177 (1)
10/24/2006Total Volume(m3) 1025 1152Average Flow(m3/min) 0.75 0.84TSP Concentration(mg/m3) 0.1063 0.0694Percent of Allowable(%) 25 145 (1)
CRA 013968(222)
TABLE 1.1B - STATIONS 25B AND 28A
SUMMARY OF TSP AIR MONITORING ANALYTICAL RESULTS - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
Page 3 of 3
10/25/2006Total Volume(m3) 1309 1286Average Flow(m3/min) 0.91 0.9TSP Concentration(mg/m3) 0.0474 0.0443Percent of Allowable(%) 11 93
10/28/2006Total Volume(m3) 1066 1094Average Flow(m3/min) 0.78 0.8TSP Concentration(mg/m3) 0.1398 0.0302Percent of Allowable(%) 33 63
10/30/2006Total Volume(m3) 1035 1192Average Flow(m3/min) 0.72 0.83TSP Concentration(mg/m3) 0.0676 0.1074Percent of Allowable(%) 16 225 (1)
10/31/2006Total Volume(m3) 1197 1381Average Flow(m3/min) 0.83 0.95TSP Concentration(mg/m3) 0.0376 0.0181Percent of Allowable(%) 9 38
Notes:NR - No result because machine was not setup(1) Exceedances attributed to project truck traffic at Staging Area G.
CRA 013968(222)
1 of 1
TABLE 2.1
DISPOSAL SUMMARY OF PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
Monthly Total Total to Date (tons) (tons)
Soil >50 ppm (Heritage Environmental Services) 19 273,641
Soil <50 ppm (Republic-Sy gcamore Rid e) 0 52,634
Soil <50 ppm (East Plant Grading Areas) 56,870 457,518
Total Volume Disposed 56,888 773,416
CRA 013968 (222)
1 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/2/2006 7:34 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,600 ENTACT10/2/2006 7:41 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,040 ENTACT10/2/2006 7:42 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,980 ENTACT10/2/2006 7:44 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 39,900 ENTACT10/2/2006 7:49 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,580 ENTACT10/2/2006 7:53 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,860 ENTACT10/2/2006 7:55 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 41,820 ENTACT10/2/2006 8:03 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,560 ENTACT10/2/2006 8:07 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 41,460 ENTACT10/2/2006 8:07 AM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,420 ENTACT10/2/2006 8:11 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 39,960 ENTACT10/2/2006 8:17 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,140 ENTACT10/2/2006 8:22 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,940 ENTACT10/2/2006 8:24 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 39,680 ENTACT10/2/2006 8:28 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,920 ENTACT10/2/2006 8:32 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 38,940 ENTACT10/2/2006 8:36 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,060 ENTACT10/2/2006 8:44 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,560 ENTACT10/2/2006 8:47 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,080 ENTACT10/2/2006 8:51 AM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,460 ENTACT10/2/2006 8:57 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,080 ENTACT10/2/2006 8:57 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,340 ENTACT10/2/2006 9:00 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,140 ENTACT10/2/2006 9:07 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,980 ENTACT10/2/2006 9:09 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,460 ENTACT10/2/2006 9:14 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,220 ENTACT10/2/2006 9:21 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,580 ENTACT10/2/2006 9:25 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,180 ENTACT10/2/2006 9:33 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,340 ENTACT10/2/2006 9:34 AM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,600 ENTACT10/2/2006 9:36 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,400 ENTACT10/2/2006 9:43 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,420 ENTACT10/2/2006 9:44 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,660 ENTACT10/2/2006 9:52 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,000 ENTACT10/2/2006 9:54 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,920 ENTACT10/2/2006 9:56 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,380 ENTACT10/2/2006 9:56 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,240 ENTACT10/2/2006 10:05 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,380 ENTACT10/2/2006 10:09 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,480 ENTACT10/2/2006 10:11 AM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,540 ENTACT10/2/2006 10:23 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,780 ENTACT10/2/2006 10:28 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,620 ENTACT10/2/2006 10:30 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 39,880 ENTACT10/2/2006 10:34 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,100 ENTACT10/2/2006 10:40 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,560 ENTACT10/2/2006 10:41 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 41,700 ENTACT10/2/2006 10:48 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 42,000 ENTACT10/2/2006 10:49 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 41,760 ENTACT10/2/2006 10:53 AM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,640 ENTACT10/2/2006 10:57 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,220 ENTACT10/2/2006 11:01 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,560 ENTACT10/2/2006 11:05 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,860 ENTACT10/2/2006 11:10 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,460 ENTACT10/2/2006 11:13 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,720 ENTACT10/2/2006 11:20 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 40,000 ENTACT10/2/2006 11:23 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,260 ENTACT10/2/2006 12:12 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 41,940 ENTACT
CRA 013968 (222)
2 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/2/2006 12:13 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,460 ENTACT10/2/2006 12:17 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,640 ENTACT10/2/2006 12:19 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,640 ENTACT10/2/2006 12:24 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,300 ENTACT10/2/2006 12:28 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,940 ENTACT10/2/2006 12:30 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,640 ENTACT10/2/2006 12:33 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,640 ENTACT10/2/2006 12:35 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,540 ENTACT10/2/2006 12:37 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,580 ENTACT10/2/2006 12:46 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,180 ENTACT10/2/2006 12:48 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 39,300 ENTACT10/2/2006 12:52 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,020 ENTACT10/2/2006 12:56 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,540 ENTACT10/2/2006 1:01 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,520 ENTACT10/2/2006 1:02 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,900 ENTACT10/2/2006 1:05 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,160 ENTACT10/2/2006 1:09 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,200 ENTACT10/2/2006 1:15 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 40,240 ENTACT10/2/2006 1:16 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 41,800 ENTACT10/2/2006 1:26 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 41,860 ENTACT10/2/2006 1:27 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 39,700 ENTACT10/2/2006 1:30 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 42,060 ENTACT10/2/2006 1:35 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,560 ENTACT10/2/2006 1:36 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,740 ENTACT10/2/2006 1:39 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,100 ENTACT10/2/2006 1:44 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 39,660 ENTACT10/2/2006 1:49 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,320 ENTACT10/2/2006 1:52 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,500 ENTACT10/2/2006 1:55 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 41,600 ENTACT10/2/2006 2:00 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 41,900 ENTACT10/2/2006 2:01 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,580 ENTACT10/2/2006 2:07 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,380 ENTACT10/2/2006 2:13 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,640 ENTACT10/2/2006 2:15 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,800 ENTACT10/2/2006 2:18 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,580 ENTACT10/2/2006 2:20 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,340 ENTACT10/2/2006 2:25 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,520 ENTACT10/2/2006 2:30 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 41,620 ENTACT10/2/2006 2:35 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,980 ENTACT10/2/2006 2:38 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 39,940 ENTACT10/2/2006 2:44 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,220 ENTACT10/2/2006 3:23 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,160 ENTACT10/2/2006 3:24 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,680 ENTACT10/2/2006 3:26 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,060 ENTACT10/2/2006 3:28 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,940 ENTACT10/2/2006 3:30 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,440 ENTACT10/2/2006 3:32 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,220 ENTACT10/2/2006 3:34 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,400 ENTACT10/2/2006 3:36 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,540 ENTACT10/2/2006 3:36 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,100 ENTACT10/2/2006 3:38 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,040 ENTACT10/2/2006 3:58 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,460 ENTACT10/2/2006 4:00 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 42,120 ENTACT10/2/2006 4:05 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,760 ENTACT10/2/2006 4:09 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,280 ENTACT10/2/2006 4:13 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,840 ENTACT10/2/2006 4:15 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,360 ENTACT
CRA 013968 (222)
3 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/2/2006 4:19 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,960 ENTACT10/2/2006 4:21 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,460 ENTACT10/2/2006 4:25 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,960 ENTACT10/2/2006 4:32 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,700 ENTACT10/2/2006 4:33 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,400 ENTACT10/2/2006 4:38 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 42,140 ENTACT10/2/2006 4:39 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,920 ENTACT10/2/2006 4:40 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,180 ENTACT10/2/2006 4:46 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,140 ENTACT10/2/2006 4:47 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 41,800 ENTACT10/2/2006 4:51 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,820 ENTACT10/2/2006 4:55 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,280 ENTACT10/2/2006 4:59 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,960 ENTACT10/2/2006 5:02 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,320 ENTACT10/2/2006 5:05 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,500 ENTACT10/2/2006 NA Soil <50 ppm 30, 36, 38 & 39 5 Young 40,500 ENTACT
Daily Total 5,281,640
CRA 013968 (222)
4 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/4/2006 7:29 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,200 ENTACT10/4/2006 7:48 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,320 ENTACT10/4/2006 7:48 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,580 ENTACT10/4/2006 7:49 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,660 ENTACT10/4/2006 7:54 AM Soil <50 ppm 30, 36, 38 & 39 22 Young 40,000 ENTACT10/4/2006 7:56 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 39,820 ENTACT10/4/2006 7:59 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,400 ENTACT10/4/2006 8:00 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,180 ENTACT10/4/2006 8:03 AM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,660 ENTACT10/4/2006 8:08 AM Soil <50 ppm 30, 36, 38 & 39 6 Young 40,120 ENTACT10/4/2006 8:08 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,580 ENTACT10/4/2006 8:16 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,520 ENTACT10/4/2006 8:18 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,060 ENTACT10/4/2006 8:21 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 40,840 ENTACT10/4/2006 8:28 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,880 ENTACT10/4/2006 8:30 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 40,400 ENTACT10/4/2006 8:35 AM Soil <50 ppm 30, 36, 38 & 39 22 Young 40,140 ENTACT10/4/2006 8:38 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,600 ENTACT10/4/2006 8:39 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,380 ENTACT10/4/2006 8:46 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,120 ENTACT10/4/2006 8:47 AM Soil <50 ppm 30, 36, 38 & 39 6 Young 39,980 ENTACT10/4/2006 8:55 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,080 ENTACT10/4/2006 8:55 AM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,780 ENTACT10/4/2006 8:59 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,640 ENTACT10/4/2006 9:07 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,640 ENTACT10/4/2006 9:11 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,680 ENTACT10/4/2006 9:11 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,380 ENTACT10/4/2006 9:18 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,960 ENTACT10/4/2006 9:21 AM Soil <50 ppm 60 & 61 1010 Hoosier 28,840 SES10/4/2006 9:22 AM Soil <50 ppm 30, 36, 38 & 39 22 Young 39,160 ENTACT10/4/2006 9:23 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 41,660 ENTACT10/4/2006 9:25 AM Soil <50 ppm 60 & 61 104 Hoosier 33,460 SES10/4/2006 9:26 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 39,800 ENTACT10/4/2006 9:36 AM Soil <50 ppm 30, 36, 38 & 39 6 Young 39,580 ENTACT10/4/2006 9:40 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,340 ENTACT10/4/2006 9:41 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 40,120 ENTACT10/4/2006 9:45 AM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,820 ENTACT10/4/2006 9:47 AM Soil <50 ppm 60 & 61 1010 Hoosier 25,080 SES10/4/2006 9:49 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,480 ENTACT10/4/2006 9:50 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,000 ENTACT10/4/2006 9:54 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,440 ENTACT10/4/2006 9:57 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,340 ENTACT10/4/2006 10:03 AM Soil <50 ppm 60 & 61 104 Hoosier 27,900 SES10/4/2006 10:05 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,120 ENTACT10/4/2006 10:06 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,760 ENTACT10/4/2006 10:11 AM Soil <50 ppm 30, 36, 38 & 39 22 Young 39,760 ENTACT10/4/2006 10:16 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,660 ENTACT10/4/2006 10:18 AM Soil <50 ppm 30, 36, 38 & 39 6 Young 40,360 ENTACT10/4/2006 10:21 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,480 ENTACT10/4/2006 10:26 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,880 ENTACT10/4/2006 10:29 AM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,580 ENTACT10/4/2006 10:32 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,280 ENTACT10/4/2006 10:37 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 39,820 ENTACT10/4/2006 10:39 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,560 ENTACT10/4/2006 10:46 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,960 ENTACT10/4/2006 10:49 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,140 ENTACT10/4/2006 10:53 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,580 ENTACT
CRA 013968 (222)
5 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/4/2006 10:57 AM Soil <50 ppm 30, 36, 38 & 39 22 Young 40,080 ENTACT10/4/2006 10:58 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,580 ENTACT10/4/2006 11:01 AM Soil <50 ppm 30, 36, 38 & 39 6 Young 39,440 ENTACT10/4/2006 11:09 AM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,820 ENTACT10/4/2006 11:13 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,920 ENTACT10/4/2006 11:19 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,060 ENTACT10/4/2006 12:10 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,360 ENTACT10/4/2006 12:12 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 39,840 ENTACT10/4/2006 12:15 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,460 ENTACT10/4/2006 12:16 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,800 ENTACT10/4/2006 12:19 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,240 ENTACT10/4/2006 12:22 PM Soil <50 ppm 30, 36, 38 & 39 22 Young 40,060 ENTACT10/4/2006 12:23 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,040 ENTACT10/4/2006 12:25 PM Soil <50 ppm 30, 36, 38 & 39 6 Young 40,260 ENTACT10/4/2006 12:26 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,560 ENTACT10/4/2006 12:30 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 38,240 ENTACT10/4/2006 12:31 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 41,780 ENTACT10/4/2006 12:32 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,400 ENTACT10/4/2006 12:44 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 40,180 ENTACT10/4/2006 12:47 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,560 ENTACT10/4/2006 12:49 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,240 ENTACT10/4/2006 12:54 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,220 ENTACT10/4/2006 12:58 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,460 ENTACT10/4/2006 1:01 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,160 ENTACT10/4/2006 1:08 PM Soil <50 ppm 30, 36, 38 & 39 6 Young 39,920 ENTACT10/4/2006 1:12 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,900 ENTACT10/4/2006 1:16 PM Soil <50 ppm 30, 36, 38 & 39 22 Young 39,380 ENTACT10/4/2006 1:22 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,720 ENTACT10/4/2006 1:25 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,120 ENTACT10/4/2006 1:26 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 39,940 ENTACT10/4/2006 1:28 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,920 ENTACT10/4/2006 1:30 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,280 ENTACT10/4/2006 1:31 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,060 ENTACT10/4/2006 1:35 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 42,060 ENTACT10/4/2006 1:39 PM Soil <50 ppm 30, 36, 38 & 39 6 Young 39,740 ENTACT10/4/2006 1:42 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,440 ENTACT10/4/2006 1:44 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,660 ENTACT10/4/2006 1:48 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,600 ENTACT10/4/2006 1:52 PM Soil <50 ppm 30, 36, 38 & 39 22 Young 39,660 ENTACT10/4/2006 1:55 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,700 ENTACT10/4/2006 2:03 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,040 ENTACT10/4/2006 2:04 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,640 ENTACT10/4/2006 2:09 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,600 ENTACT10/4/2006 2:10 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,880 ENTACT10/4/2006 2:14 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,580 ENTACT10/4/2006 2:19 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,520 ENTACT10/4/2006 2:24 PM Soil <50 ppm 30, 36, 38 & 39 6 Young 39,620 ENTACT10/4/2006 2:25 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,660 ENTACT10/4/2006 2:28 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,420 ENTACT10/4/2006 2:28 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,080 ENTACT10/4/2006 2:29 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,980 ENTACT10/4/2006 2:36 PM Soil <50 ppm 30, 36, 38 & 39 22 Young 39,700 ENTACT10/4/2006 2:39 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,460 ENTACT10/4/2006 3:07 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,340 ENTACT10/4/2006 3:11 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,480 ENTACT10/4/2006 3:11 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,680 ENTACT10/4/2006 3:12 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,060 ENTACT
CRA 013968 (222)
6 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/4/2006 3:13 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,760 ENTACT10/4/2006 3:15 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,680 ENTACT10/4/2006 3:15 PM Soil <50 ppm 30, 36, 38 & 39 6 Young 39,860 ENTACT10/4/2006 3:16 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,500 ENTACT10/4/2006 3:17 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 40,260 ENTACT10/4/2006 3:18 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,020 ENTACT10/4/2006 3:21 PM Soil <50 ppm 30, 36, 38 & 39 22 Young 39,520 ENTACT10/4/2006 3:23 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,720 ENTACT10/4/2006 3:49 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 39,900 ENTACT10/4/2006 3:51 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,800 ENTACT10/4/2006 3:53 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,340 ENTACT10/4/2006 3:55 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,660 ENTACT10/4/2006 3:55 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,940 ENTACT10/4/2006 3:59 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,220 ENTACT10/4/2006 4:03 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,860 ENTACT10/4/2006 4:05 PM Soil <50 ppm 30, 36, 38 & 39 22 Young 40,260 ENTACT10/4/2006 4:11 PM Soil <50 ppm 30, 36, 38 & 39 6 Young 40,280 ENTACT10/4/2006 4:12 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,280 ENTACT10/4/2006 4:14 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,040 ENTACT10/4/2006 4:17 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,160 ENTACT
Daily Total 5,224,460
CRA 013968 (222)
7 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/5/2006 7:19 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 41,820 ENTACT10/5/2006 7:23 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,480 ENTACT10/5/2006 7:27 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,700 ENTACT10/5/2006 7:46 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,140 ENTACT10/5/2006 7:47 AM Soil <50 ppm 30, 36, 38 & 39 22 Young 39,500 ENTACT10/5/2006 7:48 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 40,060 ENTACT10/5/2006 7:49 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,460 ENTACT10/5/2006 7:52 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,360 ENTACT10/5/2006 7:56 AM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,660 ENTACT10/5/2006 7:57 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 40,000 ENTACT10/5/2006 7:58 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,540 ENTACT10/5/2006 7:59 AM Soil <50 ppm 30, 36, 38 & 39 6 Young 39,600 ENTACT10/5/2006 8:01 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,100 ENTACT10/5/2006 8:02 AM Soil <50 ppm 22 Rock 40 Young 28,410 SES10/5/2006 8:07 AM Soil <50 ppm 22 Rock 34 Young 30,030 SES10/5/2006 8:09 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,460 ENTACT10/5/2006 8:15 AM Soil <50 ppm 22 Rock 23 Young 28,020 SES10/5/2006 8:18 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,120 ENTACT10/5/2006 8:21 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,740 ENTACT10/5/2006 8:26 AM Soil <50 ppm 30, 36, 38 & 39 22 Young 39,160 ENTACT10/5/2006 8:27 AM Soil <50 ppm 22 Rock 40 Young 34,150 SES10/5/2006 8:29 AM Soil <50 ppm 30, 36, 38 & 39 42 Young 41,500 ENTACT10/5/2006 8:32 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,100 ENTACT10/5/2006 8:35 AM Soil <50 ppm 22 Rock 34 Young 32,770 SES10/5/2006 8:35 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 39,940 ENTACT10/5/2006 8:36 AM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,840 ENTACT10/5/2006 8:42 AM Soil <50 ppm 22 Rock 23 Young 29,480 SES10/5/2006 8:45 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,580 ENTACT10/5/2006 8:46 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,480 ENTACT10/5/2006 8:50 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,880 ENTACT10/5/2006 8:51 AM Soil <50 ppm 22 Rock 40 Young 29,310 SES10/5/2006 8:52 AM Soil <50 ppm 30, 36, 38 & 39 6 Young 39,800 ENTACT10/5/2006 8:57 AM Soil <50 ppm 22 Rock 34 Young 32,410 SES10/5/2006 8:57 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,300 ENTACT10/5/2006 9:02 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,160 ENTACT10/5/2006 9:05 AM Soil <50 ppm 22 Rock 23 Young 31,140 SES10/5/2006 9:07 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,260 ENTACT10/5/2006 9:08 AM Soil <50 ppm 30, 36, 38 & 39 22 Young 39,360 ENTACT10/5/2006 9:11 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,700 ENTACT10/5/2006 9:14 AM Soil <50 ppm 30, 36, 38 & 39 42 Young 40,900 ENTACT10/5/2006 9:16 AM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,380 ENTACT10/5/2006 9:19 AM Soil <50 ppm 22 Rock 34 Young 33,310 SES10/5/2006 9:19 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 39,700 ENTACT10/5/2006 9:23 AM Soil <50 ppm 22 Rock 40 Young 34,950 SES10/5/2006 9:24 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,120 ENTACT10/5/2006 9:28 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,320 ENTACT10/5/2006 9:29 AM Soil <50 ppm 22 Rock 23 Young 31,040 SES10/5/2006 9:32 AM Soil <50 ppm 30, 36, 38 & 39 6 Young 40,200 ENTACT10/5/2006 9:34 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 41,500 ENTACT10/5/2006 9:36 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 42,140 ENTACT10/5/2006 9:40 AM Soil <50 ppm 22 Rock 34 Young 36,630 SES10/5/2006 9:42 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,200 ENTACT10/5/2006 9:45 AM Soil <50 ppm 22 Rock 40 Young 36,670 SES10/5/2006 9:51 AM Soil <50 ppm 22 Rock 23 Young 31,020 SES10/5/2006 9:53 AM Soil <50 ppm 30, 36, 38 & 39 42 Young 40,900 ENTACT10/5/2006 9:56 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,560 ENTACT10/5/2006 9:56 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,720 ENTACT
CRA 013968 (222)
8 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/5/2006 9:57 AM Soil <50 ppm 30, 36, 38 & 39 22 Young 39,600 ENTACT10/5/2006 10:03 AM Soil <50 ppm 22 Rock 34 Young 37,150 SES10/5/2006 10:04 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 39,840 ENTACT10/5/2006 10:05 AM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,480 ENTACT10/5/2006 10:08 AM Soil <50 ppm 22 Rock 40 Young 33,330 SES10/5/2006 10:14 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,180 ENTACT10/5/2006 10:14 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,020 ENTACT10/5/2006 10:15 AM Soil <50 ppm 22 Rock 23 Young 29,900 SES10/5/2006 10:17 AM Soil <50 ppm 30, 36, 38 & 39 6 Young 39,780 ENTACT10/5/2006 10:20 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 42,000 ENTACT10/5/2006 10:22 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,160 ENTACT10/5/2006 10:26 AM Soil <50 ppm 22 Rock 34 Young 35,710 SES10/5/2006 10:28 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,320 ENTACT10/5/2006 10:29 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,360 ENTACT10/5/2006 10:31 AM Soil <50 ppm 22 Rock 40 Young 36,370 SES10/5/2006 10:34 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,440 ENTACT10/5/2006 10:38 AM Soil <50 ppm 30, 36, 38 & 39 22 Young 39,320 ENTACT10/5/2006 10:40 AM Soil <50 ppm 22 Rock 23 Young 30,980 SES10/5/2006 10:43 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,200 ENTACT10/5/2006 10:44 AM Soil <50 ppm 30, 36, 38 & 39 42 Young 41,440 ENTACT10/5/2006 10:47 AM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,460 ENTACT10/5/2006 10:51 AM Soil <50 ppm 22 Rock 34 Young 38,230 SES10/5/2006 10:53 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,420 ENTACT10/5/2006 10:55 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,540 ENTACT10/5/2006 10:56 AM Soil <50 ppm 30, 36, 38 & 39 6 Young 39,820 ENTACT10/5/2006 10:57 AM Soil <50 ppm 22 Rock 40 Young 35,190 SES10/5/2006 10:59 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 42,120 ENTACT10/5/2006 11:03 AM Soil <50 ppm 22 Rock 23 Young 30,000 SES10/5/2006 11:04 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,480 ENTACT10/5/2006 11:08 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,480 ENTACT10/5/2006 11:14 AM Soil <50 ppm 22 Rock 34 Young 34,490 SES10/5/2006 11:15 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,400 ENTACT10/5/2006 11:25 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,620 ENTACT10/5/2006 11:27 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,780 ENTACT10/5/2006 12:09 PM Soil <50 ppm 30, 36, 38 & 39 6 Young 40,220 ENTACT10/5/2006 12:10 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,600 ENTACT10/5/2006 12:12 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,680 ENTACT10/5/2006 12:13 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,180 ENTACT10/5/2006 12:16 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,060 ENTACT10/5/2006 12:17 PM Soil <50 ppm 30, 36, 38 & 39 42 Young 41,280 ENTACT10/5/2006 12:20 PM Soil <50 ppm 30, 36, 38 & 39 22 Young 39,360 ENTACT10/5/2006 12:20 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,900 ENTACT10/5/2006 12:21 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,080 ENTACT10/5/2006 12:22 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 40,200 ENTACT10/5/2006 12:25 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 41,800 ENTACT10/5/2006 12:25 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,040 ENTACT10/5/2006 12:39 PM Soil <50 ppm 30, 36, 38 & 39 6 Young 40,580 ENTACT10/5/2006 12:43 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,080 ENTACT10/5/2006 12:44 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,400 ENTACT10/5/2006 12:44 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,760 ENTACT10/5/2006 12:48 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,000 ENTACT10/5/2006 12:50 PM Soil <50 ppm 22 Rock 40 Young 36,410 SES10/5/2006 12:53 PM Soil <50 ppm 30, 36, 38 & 39 42 Young 40,900 ENTACT10/5/2006 12:54 PM Soil <50 ppm 22 Rock 23 Young 29,640 SES10/5/2006 12:55 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,180 ENTACT10/5/2006 12:56 PM Soil <50 ppm 30, 36, 38 & 39 22 Young 39,660 ENTACT10/5/2006 1:00 PM Soil <50 ppm 22 Rock 34 Young 34,190 SES
CRA 013968 (222)
9 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/5/2006 1:00 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,800 ENTACT10/5/2006 1:03 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,740 ENTACT10/5/2006 1:05 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,480 ENTACT10/5/2006 1:07 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,720 ENTACT10/5/2006 1:09 PM Soil <50 ppm 30, 36, 38 & 39 6 Young 40,460 ENTACT10/5/2006 1:12 PM Soil <50 ppm 22 Rock 40 Young 36,850 SES10/5/2006 1:13 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 39,980 ENTACT10/5/2006 1:13 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,760 ENTACT10/5/2006 1:15 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,180 ENTACT10/5/2006 1:17 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 39,420 ENTACT10/5/2006 1:19 PM Soil <50 ppm 22 Rock 23 Young 29,460 SES10/5/2006 1:23 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 41,400 ENTACT10/5/2006 1:25 PM Soil <50 ppm 22 Rock 34 Young 36,570 SES10/5/2006 1:25 PM Soil <50 ppm 30, 36, 38 & 39 42 Young 41,540 ENTACT10/5/2006 1:29 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,440 ENTACT10/5/2006 1:30 PM Soil <50 ppm 30, 36, 38 & 39 22 Young 39,300 ENTACT10/5/2006 1:32 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,600 ENTACT10/5/2006 1:35 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 41,780 ENTACT10/5/2006 1:39 PM Soil <50 ppm 22 Rock 40 Young 38,630 SES10/5/2006 1:40 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,320 ENTACT10/5/2006 1:43 PM Soil <50 ppm 22 Rock 23 Young 31,440 SES10/5/2006 1:44 PM Soil <50 ppm 30, 36, 38 & 39 6 Young 40,080 ENTACT10/5/2006 1:48 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,540 ENTACT10/5/2006 1:50 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,120 ENTACT10/5/2006 1:51 PM Soil <50 ppm 22 Rock 34 Young 36,510 SES10/5/2006 1:52 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 38,820 ENTACT10/5/2006 1:54 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,440 ENTACT10/5/2006 2:00 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,100 ENTACT10/5/2006 2:03 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,360 ENTACT10/5/2006 2:07 PM Soil <50 ppm 30, 36, 38 & 39 42 Young 41,480 ENTACT10/5/2006 2:09 PM Soil <50 ppm 22 Rock 23 Young 30,520 SES10/5/2006 2:10 PM Soil <50 ppm 30, 36, 38 & 39 22 Young 39,520 ENTACT10/5/2006 2:11 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 40,120 ENTACT10/5/2006 2:13 PM Soil <50 ppm 22 Rock 40 Young 32,010 SES10/5/2006 2:18 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,440 ENTACT10/5/2006 2:20 PM Soil <50 ppm 22 Rock 34 Young 37,890 SES10/5/2006 2:21 PM Soil <50 ppm 30, 36, 38 & 39 6 Young 40,580 ENTACT10/5/2006 2:26 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,920 ENTACT10/5/2006 2:29 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,640 ENTACT10/5/2006 2:30 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,260 ENTACT10/5/2006 2:31 PM Soil <50 ppm 22 Rock 23 Young 33,400 SES10/5/2006 2:32 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,220 ENTACT10/5/2006 2:34 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,580 ENTACT10/5/2006 2:37 PM Soil <50 ppm 22 Rock 40 Young 31,530 SES10/5/2006 2:44 PM Soil <50 ppm 22 Rock 34 Young 36,810 SES10/5/2006 2:58 PM Soil <50 ppm 22 Rock 23 Young 31,380 SES10/5/2006 3:05 PM Soil <50 ppm 22 Rock 40 Young 33,000 SES10/5/2006 3:07 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,440 ENTACT10/5/2006 3:07 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 41,900 ENTACT10/5/2006 3:09 PM Soil <50 ppm 22 Rock 34 Young 34,270 SES10/5/2006 3:10 PM Soil <50 ppm 30, 36, 38 & 39 42 Young 41,340 ENTACT10/5/2006 3:11 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 40,160 ENTACT10/5/2006 3:14 PM Soil <50 ppm 30, 36, 38 & 39 22 Young 39,660 ENTACT10/5/2006 3:15 PM Soil <50 ppm 30, 36, 38 & 39 6 Young 40,440 ENTACT10/5/2006 3:17 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 41,880 ENTACT10/5/2006 3:18 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,800 ENTACT10/5/2006 3:19 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,980 ENTACT
CRA 013968 (222)
10 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/5/2006 3:19 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,520 ENTACT10/5/2006 3:20 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,420 ENTACT10/5/2006 3:25 PM Soil <50 ppm 22 Rock 23 Young 30,400 SES10/5/2006 3:32 PM Soil <50 ppm 22 Rock 40 Young 33,650 SES10/5/2006 3:47 PM Soil <50 ppm 22 Rock 34 Young 34,610 SES
Daily Total 6,812,200
CRA 013968 (222)
11 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/6/2006 7:33 AM Soil <50 ppm 25, 36, 38 & 39 5 Young 39,600 ENTACT10/6/2006 7:48 AM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,500 ENTACT10/6/2006 7:51 AM Soil <50 ppm 25, 36, 38 & 39 11 Young 39,880 ENTACT10/6/2006 7:57 AM Soil <50 ppm 25, 36, 38 & 39 1 Young 39,560 ENTACT10/6/2006 7:59 AM Soil <50 ppm 25, 36, 38 & 39 26 Young 41,220 ENTACT10/6/2006 8:01 AM Soil <50 ppm 25, 36, 38 & 39 35 Young 42,100 ENTACT10/6/2006 8:03 AM Soil <50 ppm 25, 36, 38 & 39 36 Young 42,020 ENTACT10/6/2006 8:05 AM Soil <50 ppm 25, 36, 38 & 39 22 Young 38,940 ENTACT10/6/2006 8:06 AM Soil <50 ppm 25, 36, 38 & 39 6 Young 39,920 ENTACT10/6/2006 8:06 AM Soil <50 ppm 25, 36, 38 & 39 8 Young 39,720 ENTACT10/6/2006 8:07 AM Soil <50 ppm 25, 36, 38 & 39 9 Young 39,720 ENTACT10/6/2006 8:08 AM Soil <50 ppm 22 Rock 40 Young 31,250 SES10/6/2006 8:10 AM Soil <50 ppm 25, 36, 38 & 39 12 Young 39,680 ENTACT10/6/2006 8:16 AM Soil <50 ppm 22 Rock 34 Young 33,610 SES10/6/2006 8:21 AM Soil <50 ppm 22 Rock 23 Young 26,860 SES10/6/2006 8:22 AM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,960 ENTACT10/6/2006 8:26 AM Soil <50 ppm 25, 36, 38 & 39 11 Young 40,160 ENTACT10/6/2006 8:30 AM Soil <50 ppm 25, 36, 38 & 39 1 Young 40,360 ENTACT10/6/2006 8:34 AM Soil <50 ppm 22 Rock 40 Young 31,570 SES10/6/2006 8:34 AM Soil <50 ppm 25, 36, 38 & 39 5 Young 40,280 ENTACT10/6/2006 8:38 AM Soil <50 ppm 25, 36, 38 & 39 26 Young 41,940 ENTACT10/6/2006 8:40 AM Soil <50 ppm 25, 36, 38 & 39 35 Young 42,160 ENTACT10/6/2006 8:40 AM Soil <50 ppm 25, 36, 38 & 39 36 Young 42,520 ENTACT10/6/2006 8:42 AM Soil <50 ppm 22 Rock 34 Young 32,510 SES10/6/2006 8:44 AM Soil <50 ppm 25, 36, 38 & 39 22 Young 39,300 ENTACT10/6/2006 8:47 AM Soil <50 ppm 22 Rock 23 Young 31,220 SES10/6/2006 8:48 AM Soil <50 ppm 25, 36, 38 & 39 6 Young 39,980 ENTACT10/6/2006 8:49 AM Soil <50 ppm 25, 36, 38 & 39 9 Young 39,960 ENTACT10/6/2006 8:56 AM Soil <50 ppm 25, 36, 38 & 39 12 Young 39,100 ENTACT10/6/2006 8:57 AM Soil <50 ppm 22 Rock 40 Young 29,530 SES10/6/2006 9:00 AM Soil <50 ppm 25, 36, 38 & 39 8 Young 39,500 ENTACT10/6/2006 9:01 AM Soil <50 ppm 25, 36, 38 & 39 37 Young 40,840 ENTACT10/6/2006 9:09 AM Soil <50 ppm 25, 36, 38 & 39 1 Young 40,020 ENTACT10/6/2006 9:10 AM Soil <50 ppm 22 Rock 34 Young 32,770 SES10/6/2006 9:11 AM Soil <50 ppm 25, 36, 38 & 39 11 Young 39,640 ENTACT10/6/2006 9:15 AM Soil <50 ppm 25, 36, 38 & 39 5 Young 40,240 ENTACT10/6/2006 9:16 AM Soil <50 ppm 22 Rock 23 Young 29,580 SES10/6/2006 9:16 AM Soil <50 ppm 25, 36, 38 & 39 26 Young 42,020 ENTACT10/6/2006 9:25 AM Soil <50 ppm 25, 36, 38 & 39 35 Young 42,220 ENTACT10/6/2006 9:26 AM Soil <50 ppm 22 Rock 40 Young 34,270 SES10/6/2006 9:29 AM Soil <50 ppm 25, 36, 38 & 39 36 Young 41,800 ENTACT10/6/2006 9:29 AM Soil <50 ppm 25, 36, 38 & 39 22 Young 39,720 ENTACT10/6/2006 9:31 AM Soil <50 ppm 25, 36, 38 & 39 6 Young 40,220 ENTACT10/6/2006 9:38 AM Soil <50 ppm 25, 36, 38 & 39 9 Young 39,640 ENTACT10/6/2006 9:44 AM Soil <50 ppm 25, 36, 38 & 39 12 Young 39,160 ENTACT10/6/2006 9:45 AM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,280 ENTACT10/6/2006 9:45 AM Soil <50 ppm 25, 36, 38 & 39 8 Young 39,360 ENTACT10/6/2006 9:48 AM Soil <50 ppm 25, 36, 38 & 39 1 Young 39,220 ENTACT10/6/2006 9:54 AM Soil <50 ppm 25, 36, 38 & 39 11 Young 39,900 ENTACT10/6/2006 9:56 AM Soil <50 ppm 25, 36, 38 & 39 26 Young 40,720 ENTACT10/6/2006 10:08 AM Soil <50 ppm 25, 36, 38 & 39 36 Young 42,340 ENTACT10/6/2006 10:09 AM Soil <50 ppm 25, 36, 38 & 39 5 Young 39,560 ENTACT10/6/2006 10:11 AM Soil <50 ppm 25, 36, 38 & 39 35 Young 41,880 ENTACT10/6/2006 10:23 AM Soil <50 ppm 25, 36, 38 & 39 22 Young 39,460 ENTACT10/6/2006 10:24 AM Soil <50 ppm 25, 36, 38 & 39 6 Young 39,880 ENTACT10/6/2006 10:25 AM Soil <50 ppm 25, 36, 38 & 39 12 Young 39,220 ENTACT10/6/2006 10:26 AM Soil <50 ppm 25, 36, 38 & 39 9 Young 39,740 ENTACT
CRA 013968 (222)
12 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/6/2006 10:27 AM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,780 ENTACT10/6/2006 10:33 AM Soil <50 ppm 25, 36, 38 & 39 8 Young 39,620 ENTACT10/6/2006 10:33 AM Soil <50 ppm 25, 36, 38 & 39 1 Young 39,380 ENTACT10/6/2006 10:43 AM Soil <50 ppm 25, 36, 38 & 39 26 Young 41,700 ENTACT10/6/2006 10:43 AM Soil <50 ppm 25, 36, 38 & 39 11 Young 10,120 ENTACT10/6/2006 10:50 AM Soil <50 ppm 25, 36, 38 & 39 5 Young 40,360 ENTACT10/6/2006 10:51 AM Soil <50 ppm 25, 36, 38 & 39 35 Young 42,300 ENTACT10/6/2006 10:57 AM Soil <50 ppm 25, 36, 38 & 39 36 Young 41,440 ENTACT10/6/2006 11:00 AM Soil <50 ppm 25, 36, 38 & 39 22 Young 39,700 ENTACT10/6/2006 11:01 AM Soil <50 ppm 25, 36, 38 & 39 6 Young 39,780 ENTACT10/6/2006 11:04 AM Soil <50 ppm 25, 36, 38 & 39 12 Young 39,980 ENTACT10/6/2006 11:08 AM Soil <50 ppm 25, 36, 38 & 39 9 Young 39,500 ENTACT10/6/2006 11:12 AM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,660 ENTACT10/6/2006 11:13 AM Soil <50 ppm 60-61 1011 Hoosier 35,980 SES10/6/2006 11:14 AM Soil <50 ppm 25, 36, 38 & 39 8 Young 39,340 ENTACT10/6/2006 11:17 AM Soil <50 ppm 25, 36, 38 & 39 1 Young 40,080 ENTACT10/6/2006 11:20 AM Soil <50 ppm 25, 36, 38 & 39 26 Young 41,240 ENTACT10/6/2006 11:25 AM Soil <50 ppm 25, 36, 38 & 39 11 Young 39,940 ENTACT10/6/2006 12:03 PM Soil <50 ppm 60-61 1010 Hoosier 33,060 SES10/6/2006 12:12 PM Soil <50 ppm 25, 36, 38 & 39 5 Young 40,380 ENTACT10/6/2006 12:15 PM Soil <50 ppm 25, 36, 38 & 39 36 Young 41,420 ENTACT10/6/2006 12:17 PM Soil <50 ppm 25, 36, 38 & 39 6 Young 40,000 ENTACT10/6/2006 12:21 PM Soil <50 ppm 25, 36, 38 & 39 35 Young 42,600 ENTACT10/6/2006 12:22 PM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,060 ENTACT10/6/2006 12:24 PM Soil <50 ppm 25, 36, 38 & 39 12 Young 39,880 ENTACT10/6/2006 12:24 PM Soil <50 ppm 25, 36, 38 & 39 22 Young 39,780 ENTACT10/6/2006 12:26 PM Soil <50 ppm 25, 36, 38 & 39 9 Young 39,860 ENTACT10/6/2006 12:26 PM Soil <50 ppm 25, 36, 38 & 39 8 Young 39,600 ENTACT10/6/2006 12:27 PM Soil <50 ppm 25, 36, 38 & 39 1 Young 40,300 ENTACT10/6/2006 12:30 PM Soil <50 ppm 25, 36, 38 & 39 26 Young 41,260 ENTACT10/6/2006 12:32 PM Soil <50 ppm 25, 36, 38 & 39 11 Young 40,180 ENTACT10/6/2006 12:53 PM Soil <50 ppm 25, 36, 38 & 39 5 Young 40,300 ENTACT10/6/2006 12:54 PM Soil <50 ppm 25, 36, 38 & 39 36 Young 42,200 ENTACT10/6/2006 12:59 PM Soil <50 ppm 25, 36, 38 & 39 6 Young 40,160 ENTACT10/6/2006 1:07 PM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,400 ENTACT10/6/2006 1:08 PM Soil <50 ppm 25, 36, 38 & 39 12 Young 39,220 ENTACT10/6/2006 1:09 PM Soil <50 ppm 25, 36, 38 & 39 35 Young 42,000 ENTACT10/6/2006 1:11 PM Soil <50 ppm 25, 36, 38 & 39 22 Young 39,400 ENTACT10/6/2006 1:11 PM Soil <50 ppm 25, 36, 38 & 39 9 Young 39,860 ENTACT10/6/2006 1:19 PM Soil <50 ppm 25, 36, 38 & 39 1 Young 40,160 ENTACT10/6/2006 1:21 PM Soil <50 ppm 25, 36, 38 & 39 26 Young 41,000 ENTACT10/6/2006 1:22 PM Soil <50 ppm 25, 36, 38 & 39 8 Young 39,420 ENTACT10/6/2006 1:28 PM Soil <50 ppm 25, 36, 38 & 39 11 Young 39,440 ENTACT10/6/2006 1:32 PM Soil <50 ppm 25, 36, 38 & 39 5 Young 40,220 ENTACT10/6/2006 1:37 PM Soil <50 ppm 25, 36, 38 & 39 6 Young 39,880 ENTACT10/6/2006 1:37 PM Soil <50 ppm 25, 36, 38 & 39 36 Young 41,840 ENTACT10/6/2006 1:42 PM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,500 ENTACT10/6/2006 1:52 PM Soil <50 ppm 25, 36, 38 & 39 12 Young 39,840 ENTACT10/6/2006 1:52 PM Soil <50 ppm 25, 36, 38 & 39 35 Young 42,200 ENTACT10/6/2006 1:53 PM Soil <50 ppm 25, 36, 38 & 39 22 Young 39,340 ENTACT10/6/2006 1:54 PM Soil <50 ppm 25, 36, 38 & 39 9 Young 39,920 ENTACT10/6/2006 1:58 PM Soil <50 ppm 25, 36, 38 & 39 1 Young 39,680 ENTACT10/6/2006 1:59 PM Soil <50 ppm 25, 36, 38 & 39 26 Young 41,480 ENTACT10/6/2006 2:07 PM Soil <50 ppm 25, 36, 38 & 39 8 Young 39,560 ENTACT10/6/2006 2:09 PM Soil <50 ppm 25, 36, 38 & 39 11 Young 40,400 ENTACT10/6/2006 2:10 PM Soil <50 ppm 25, 36, 38 & 39 5 Young 40,440 ENTACT10/6/2006 2:20 PM Soil <50 ppm 25, 36, 38 & 39 36 Young 12,240 ENTACT
CRA 013968 (222)
13 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/6/2006 2:24 PM Soil <50 ppm 25, 36, 38 & 39 6 Young 40,480 ENTACT10/6/2006 2:25 PM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,880 ENTACT10/6/2006 2:29 PM Soil <50 ppm 25, 36, 38 & 39 12 Young 39,820 ENTACT10/6/2006 2:32 PM Soil <50 ppm 25, 36, 38 & 39 35 Young 42,040 ENTACT10/6/2006 2:36 PM Soil <50 ppm 25, 36, 38 & 39 22 Young 39,720 ENTACT10/6/2006 2:40 PM Soil <50 ppm 25, 36, 38 & 39 9 Young 40,260 ENTACT10/6/2006 2:43 PM Soil <50 ppm 25, 36, 38 & 39 1 Young 40,540 ENTACT10/6/2006 2:50 PM Soil <50 ppm 25, 36, 38 & 39 26 Young 41,820 ENTACT10/6/2006 2:54 PM Soil <50 ppm 25, 36, 38 & 39 11 Young 39,880 ENTACT10/6/2006 2:55 PM Soil <50 ppm 25, 36, 38 & 39 5 Young 41,300 ENTACT10/6/2006 3:03 PM Soil <50 ppm 25, 36, 38 & 39 8 Young 39,640 ENTACT10/6/2006 3:55 PM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,700 ENTACT10/6/2006 3:57 PM Soil <50 ppm 25, 36, 38 & 39 36 Young 42,280 ENTACT10/6/2006 3:58 PM Soil <50 ppm 25, 36, 38 & 39 6 Young 40,000 ENTACT10/6/2006 4:01 PM Soil <50 ppm 25, 36, 38 & 39 12 Young 40,040 ENTACT10/6/2006 4:01 PM Soil <50 ppm 25, 36, 38 & 39 35 Young 42,100 ENTACT10/6/2006 4:02 PM Soil <50 ppm 25, 36, 38 & 39 22 Young 39,220 ENTACT10/6/2006 4:03 PM Soil <50 ppm 25, 36, 38 & 39 9 Young 40,160 ENTACT10/6/2006 4:05 PM Soil <50 ppm 25, 36, 38 & 39 1 Young 40,540 ENTACT10/6/2006 4:07 PM Soil <50 ppm 25, 36, 38 & 39 26 Young 41,600 ENTACT10/6/2006 4:07 PM Soil <50 ppm 25, 36, 38 & 39 11 Young 40,360 ENTACT10/6/2006 4:08 PM Soil <50 ppm 25, 36, 38 & 39 5 Young 40,100 ENTACT10/6/2006 4:10 PM Soil <50 ppm 25, 36, 38 & 39 8 Young 39,300 ENTACT10/6/2006 4:30 PM Soil <50 ppm 25, 36, 38 & 39 36 Young 42,220 ENTACT10/6/2006 4:34 PM Soil <50 ppm 25, 36, 38 & 39 6 Young 40,000 ENTACT10/6/2006 4:38 PM Soil <50 ppm 25, 36, 38 & 39 35 Young 42,520 ENTACT10/6/2006 4:42 PM Soil <50 ppm 25, 36, 38 & 39 12 Young 39,660 ENTACT10/6/2006 4:45 PM Soil <50 ppm 25, 36, 38 & 39 22 Young 39,800 ENTACT
Daily Total 5,587,690
CRA 013968 (222)
14 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/7/2006 7:44 AM Soil <50 ppm 25, 36, 38 & 39 5 Young 39,780 ENTACT10/7/2006 7:51 AM Soil <50 ppm 25, 36, 38 & 39 26 Young 41,480 ENTACT10/7/2006 7:52 AM Soil <50 ppm 25, 36, 38 & 39 11 Young 39,660 ENTACT10/7/2006 7:54 AM Soil <50 ppm 25, 36, 38 & 39 35 Young 41,760 ENTACT10/7/2006 7:56 AM Soil <50 ppm 25, 36, 38 & 39 1 Young 39,900 ENTACT10/7/2006 7:57 AM Soil <50 ppm 25, 36, 38 & 39 9 Young 39,620 ENTACT10/7/2006 7:59 AM Soil <50 ppm 25, 36, 38 & 39 22 Young 39,240 ENTACT10/7/2006 8:00 AM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,540 ENTACT10/7/2006 8:00 AM Soil <50 ppm 25, 36, 38 & 39 6 Young 40,180 ENTACT10/7/2006 8:02 AM Soil <50 ppm 25, 36, 38 & 39 8 Young 38,860 ENTACT10/7/2006 8:03 AM Soil <50 ppm 25, 36, 38 & 39 36 Young 41,660 ENTACT10/7/2006 8:04 AM Soil <50 ppm 25, 36, 38 & 39 23 Young 39,580 ENTACT10/7/2006 8:14 AM Soil <50 ppm 25, 36, 38 & 39 5 Young 40,440 ENTACT10/7/2006 8:26 AM Soil <50 ppm 25, 36, 38 & 39 26 Young 41,280 ENTACT10/7/2006 8:27 AM Soil <50 ppm 25, 36, 38 & 39 35 Young 42,440 ENTACT10/7/2006 8:28 AM Soil <50 ppm 25, 36, 38 & 39 1 Young 39,700 ENTACT10/7/2006 8:29 AM Soil <50 ppm 25, 36, 38 & 39 11 Young 40,120 ENTACT10/7/2006 8:31 AM Soil <50 ppm 25, 36, 38 & 39 22 Young 39,400 ENTACT10/7/2006 8:31 AM Soil <50 ppm 25, 36, 38 & 39 9 Young 40,000 ENTACT10/7/2006 8:34 AM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,300 ENTACT10/7/2006 8:35 AM Soil <50 ppm 25, 36, 38 & 39 6 Young 39,640 ENTACT10/7/2006 8:35 AM Soil <50 ppm 25, 36, 38 & 39 8 Young 38,620 ENTACT10/7/2006 8:39 AM Soil <50 ppm 25, 36, 38 & 39 23 Young 39,320 ENTACT10/7/2006 8:42 AM Soil <50 ppm 25, 36, 38 & 39 36 Young 42,420 ENTACT10/7/2006 8:43 AM Soil <50 ppm 25, 36, 38 & 39 5 Young 40,580 ENTACT10/7/2006 8:56 AM Soil <50 ppm 25, 36, 38 & 39 26 Young 41,120 ENTACT10/7/2006 8:58 AM Soil <50 ppm 25, 36, 38 & 39 9 Young 39,520 ENTACT10/7/2006 8:59 AM Soil <50 ppm 25, 36, 38 & 39 35 Young 42,200 ENTACT10/7/2006 9:00 AM Soil <50 ppm 25, 36, 38 & 39 1 Young 39,840 ENTACT10/7/2006 9:01 AM Soil <50 ppm 25, 36, 38 & 39 11 Young 39,540 ENTACT10/7/2006 9:06 AM Soil <50 ppm 25, 36, 38 & 39 22 Young 39,300 ENTACT10/7/2006 9:07 AM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,440 ENTACT10/7/2006 9:09 AM Soil <50 ppm 25, 36, 38 & 39 6 Young 39,840 ENTACT10/7/2006 9:13 AM Soil <50 ppm 25, 36, 38 & 39 8 Young 39,480 ENTACT10/7/2006 9:16 AM Soil <50 ppm 25, 36, 38 & 39 36 Young 42,060 ENTACT10/7/2006 9:17 AM Soil <50 ppm 25, 36, 38 & 39 5 Young 40,300 ENTACT10/7/2006 9:19 AM Soil <50 ppm 25, 36, 38 & 39 23 Young 39,380 ENTACT10/7/2006 9:25 AM Soil <50 ppm 25, 36, 38 & 39 26 Young 41,400 ENTACT10/7/2006 9:25 AM Soil <50 ppm 25, 36, 38 & 39 9 Young 39,820 ENTACT10/7/2006 9:28 AM Soil <50 ppm 25, 36, 38 & 39 1 Young 40,380 ENTACT10/7/2006 9:32 AM Soil <50 ppm 25, 36, 38 & 39 35 Young 42,160 ENTACT10/7/2006 9:34 AM Soil <50 ppm 25, 36, 38 & 39 11 Young 39,540 ENTACT10/7/2006 9:39 AM Soil <50 ppm 25, 36, 38 & 39 9 Young 39,900 ENTACT10/7/2006 9:43 AM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,020 ENTACT10/7/2006 9:43 AM Soil <50 ppm 25, 36, 38 & 39 6 Young 39,440 ENTACT10/7/2006 9:46 AM Soil <50 ppm 25, 36, 38 & 39 8 Young 38,720 ENTACT10/7/2006 9:53 AM Soil <50 ppm 25, 36, 38 & 39 5 Young 40,460 ENTACT10/7/2006 9:54 AM Soil <50 ppm 25, 36, 38 & 39 23 Young 39,360 ENTACT10/7/2006 9:55 AM Soil <50 ppm 25, 36, 38 & 39 36 Young 42,040 ENTACT10/7/2006 9:56 AM Soil <50 ppm 25, 36, 38 & 39 26 Young 41,640 ENTACT10/7/2006 9:59 AM Soil <50 ppm 25, 36, 38 & 39 1 Young 39,840 ENTACT10/7/2006 9:59 AM Soil <50 ppm 25, 36, 38 & 39 9 Young 39,860 ENTACT10/7/2006 10:03 AM Soil <50 ppm 25, 36, 38 & 39 35 Young 42,360 ENTACT10/7/2006 10:06 AM Soil <50 ppm 25, 36, 38 & 39 11 Young 39,640 ENTACT10/7/2006 10:09 AM Soil <50 ppm 25, 36, 38 & 39 22 Young 39,080 ENTACT10/7/2006 10:17 AM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,280 ENTACT10/7/2006 10:20 AM Soil <50 ppm 25, 36, 38 & 39 6 Young 39,980 ENTACT
CRA 013968 (222)
15 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/7/2006 10:20 AM Soil <50 ppm 25, 36, 38 & 39 8 Young 39,100 ENTACT10/7/2006 10:29 AM Soil <50 ppm 25, 36, 38 & 39 5 Young 39,820 ENTACT10/7/2006 10:31 AM Soil <50 ppm 25, 36, 38 & 39 23 Young 39,560 ENTACT10/7/2006 10:36 AM Soil <50 ppm 25, 36, 38 & 39 36 Young 41,900 ENTACT10/7/2006 10:37 AM Soil <50 ppm 25, 36, 38 & 39 26 Young 41,300 ENTACT10/7/2006 10:37 AM Soil <50 ppm 25, 36, 38 & 39 9 Young 39,440 ENTACT10/7/2006 10:38 AM Soil <50 ppm 25, 36, 38 & 39 1 Young 40,000 ENTACT10/7/2006 10:43 AM Soil <50 ppm 25, 36, 38 & 39 35 Young 42,320 ENTACT10/7/2006 10:46 AM Soil <50 ppm 25, 36, 38 & 39 22 Young 38,940 ENTACT10/7/2006 10:47 AM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,480 ENTACT10/7/2006 10:54 AM Soil <50 ppm 25, 36, 38 & 39 6 Young 39,880 ENTACT10/7/2006 10:55 AM Soil <50 ppm 25, 36, 38 & 39 8 Young 39,220 ENTACT10/7/2006 11:03 AM Soil <50 ppm 25, 36, 38 & 39 5 Young 39,900 ENTACT10/7/2006 11:05 AM Soil <50 ppm 25, 36, 38 & 39 23 Young 39,700 ENTACT10/7/2006 11:08 AM Soil <50 ppm 25, 36, 38 & 39 36 Young 41,920 ENTACT10/7/2006 11:10 AM Soil <50 ppm 25, 36, 38 & 39 1 Young 39,500 ENTACT10/7/2006 11:13 AM Soil <50 ppm 25, 36, 38 & 39 9 Young 39,640 ENTACT10/7/2006 11:13 AM Soil <50 ppm 25, 36, 38 & 39 26 Young 41,060 ENTACT10/7/2006 11:14 AM Soil <50 ppm 25, 36, 38 & 39 35 Young 41,660 ENTACT10/7/2006 11:17 AM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,780 ENTACT10/7/2006 11:18 AM Soil <50 ppm 25, 36, 38 & 39 11 Young 40,240 ENTACT10/7/2006 12:09 PM Soil <50 ppm 25, 36, 38 & 39 22 Young 39,600 ENTACT10/7/2006 12:10 PM Soil <50 ppm 25, 36, 38 & 39 9 Young 39,660 ENTACT10/7/2006 12:10 PM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,600 ENTACT10/7/2006 12:12 PM Soil <50 ppm 25, 36, 38 & 39 8 Young 38,860 ENTACT10/7/2006 12:14 PM Soil <50 ppm 25, 36, 38 & 39 6 Young 39,420 ENTACT10/7/2006 12:14 PM Soil <50 ppm 25, 36, 38 & 39 5 Young 40,320 ENTACT10/7/2006 12:15 PM Soil <50 ppm 25, 36, 38 & 39 1 Young 39,560 ENTACT10/7/2006 12:15 PM Soil <50 ppm 25, 36, 38 & 39 23 Young 39,720 ENTACT10/7/2006 12:17 PM Soil <50 ppm 25, 36, 38 & 39 35 Young 42,000 ENTACT10/7/2006 12:20 PM Soil <50 ppm 25, 36, 38 & 39 26 Young 40,900 ENTACT10/7/2006 12:21 PM Soil <50 ppm 25, 36, 38 & 39 36 Young 42,080 ENTACT10/7/2006 12:22 PM Soil <50 ppm 25, 36, 38 & 39 11 Young 40,200 ENTACT10/7/2006 12:41 PM Soil <50 ppm 25, 36, 38 & 39 22 Young 39,800 ENTACT10/7/2006 12:42 PM Soil <50 ppm 25, 36, 38 & 39 9 Young 40,060 ENTACT10/7/2006 12:47 PM Soil <50 ppm 25, 36, 38 & 39 8 Young 39,420 ENTACT10/7/2006 12:53 PM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,520 ENTACT10/7/2006 12:55 PM Soil <50 ppm 25, 36, 38 & 39 6 Young 39,920 ENTACT10/7/2006 12:56 PM Soil <50 ppm 25, 36, 38 & 39 5 Young 40,380 ENTACT10/7/2006 1:01 PM Soil <50 ppm 25, 36, 38 & 39 1 Young 39,820 ENTACT10/7/2006 1:04 PM Soil <50 ppm 25, 36, 38 & 39 23 Young 39,800 ENTACT10/7/2006 1:08 PM Soil <50 ppm 25, 36, 38 & 39 35 Young 41,240 ENTACT10/7/2006 1:26 PM Soil <50 ppm 25, 36, 38 & 39 26 Young 41,800 ENTACT10/7/2006 1:26 PM Soil <50 ppm 25, 36, 38 & 39 11 Young 39,640 ENTACT10/7/2006 1:28 PM Soil <50 ppm 25, 36, 38 & 39 36 Young 42,180 ENTACT10/7/2006 1:29 PM Soil <50 ppm 25, 36, 38 & 39 22 Young 39,340 ENTACT10/7/2006 1:29 PM Soil <50 ppm 25, 36, 38 & 39 9 Young 39,240 ENTACT10/7/2006 1:30 PM Soil <50 ppm 25, 36, 38 & 39 8 Young 38,880 ENTACT10/7/2006 1:34 PM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,320 ENTACT10/7/2006 1:39 PM Soil <50 ppm 25, 36, 38 & 39 6 Young 39,980 ENTACT10/7/2006 1:40 PM Soil <50 ppm 25, 36, 38 & 39 5 Young 40,040 ENTACT10/7/2006 1:50 PM Soil <50 ppm 25, 36, 38 & 39 1 Young 39,320 ENTACT10/7/2006 1:53 PM Soil <50 ppm 25, 36, 38 & 39 23 Young 39,960 ENTACT10/7/2006 1:59 PM Soil <50 ppm 25, 36, 38 & 39 35 Young 42,000 ENTACT10/7/2006 2:05 PM Soil <50 ppm 25, 36, 38 & 39 11 Young 40,160 ENTACT10/7/2006 2:10 PM Soil <50 ppm 25, 36, 38 & 39 26 Young 41,460 ENTACT10/7/2006 2:11 PM Soil <50 ppm 25, 36, 38 & 39 22 Young 39,740 ENTACT
CRA 013968 (222)
16 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/7/2006 2:11 PM Soil <50 ppm 25, 36, 38 & 39 9 Young 39,900 ENTACT10/7/2006 2:20 PM Soil <50 ppm 25, 36, 38 & 39 36 Young 42,100 ENTACT10/7/2006 2:21 PM Soil <50 ppm 25, 36, 38 & 39 37 Young 41,880 ENTACT10/7/2006 2:21 PM Soil <50 ppm 25, 36, 38 & 39 8 Young 39,540 ENTACT10/7/2006 2:25 PM Soil <50 ppm 25, 36, 38 & 39 6 Young 40,200 ENTACT10/7/2006 2:27 PM Soil <50 ppm 25, 36, 38 & 39 5 Young 39,700 ENTACT10/7/2006 2:33 PM Soil <50 ppm 25, 36, 38 & 39 1 Young 39,860 ENTACT10/7/2006 2:36 PM Soil <50 ppm 25, 36, 38 & 39 23 Young 40,140 ENTACT10/7/2006 2:40 PM Soil <50 ppm 25, 36, 38 & 39 35 Young 42,280 ENTACT10/7/2006 2:44 PM Soil <50 ppm 25, 36, 38 & 39 11 Young 40,000 ENTACT10/7/2006 3:01 PM Soil <50 ppm 25, 36, 38 & 39 26 Young 41,140 ENTACT10/7/2006 NA Soil <50 ppm 25, 36, 38 & 39 11 Young 40,160 ENTACT
Daily Total 5,086,660
CRA 013968 (222)
17 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/9/2006 7:28 AM Soil <50 ppm 30, 38 & 39 35 Young 42,280 ENTACT10/9/2006 7:29 AM Soil <50 ppm 30, 38 & 39 11 Young 40,080 ENTACT10/9/2006 7:34 AM Soil <50 ppm 30, 38 & 39 26 Young 41,580 ENTACT10/9/2006 7:46 AM Soil <50 ppm 30, 38 & 39 1 Young 39,520 ENTACT10/9/2006 7:48 AM Soil <50 ppm 30, 38 & 39 9 Young 39,940 ENTACT10/9/2006 7:49 AM Soil <50 ppm 30, 38 & 39 5 Young 40,500 ENTACT10/9/2006 7:50 AM Soil <50 ppm 30, 38 & 39 6 Young 40,160 ENTACT10/9/2006 7:55 AM Soil <50 ppm 30, 38 & 39 36 Young 42,380 ENTACT10/9/2006 7:59 AM Soil <50 ppm 30, 38 & 39 37 Young 41,700 ENTACT10/9/2006 8:05 AM Soil <50 ppm 30, 38 & 39 22 Young 39,280 ENTACT10/9/2006 8:05 AM Soil <50 ppm 30, 38 & 39 8 Young 39,800 ENTACT10/9/2006 8:08 AM Soil <50 ppm 30, 38 & 39 23 Young 39,800 ENTACT10/9/2006 8:10 AM Soil <50 ppm 30, 38 & 39 35 Young 41,980 ENTACT10/9/2006 8:13 AM Soil <50 ppm 30, 38 & 39 11 Young 39,720 ENTACT10/9/2006 8:20 AM Soil <50 ppm 30, 38 & 39 26 Young 41,540 ENTACT10/9/2006 8:25 AM Soil <50 ppm 30, 38 & 39 1 Young 40,080 ENTACT10/9/2006 8:32 AM Soil <50 ppm 30, 38 & 39 9 Young 39,820 ENTACT10/9/2006 8:35 AM Soil <50 ppm 30, 38 & 39 5 Young 40,060 ENTACT10/9/2006 8:39 AM Soil <50 ppm 30, 38 & 39 6 Young 40,620 ENTACT10/9/2006 8:45 AM Soil <50 ppm 30, 38 & 39 36 Young 42,380 ENTACT10/9/2006 8:47 AM Soil <50 ppm 30, 38 & 39 37 Young 41,780 ENTACT10/9/2006 8:53 AM Soil <50 ppm 30, 38 & 39 22 Young 39,500 ENTACT10/9/2006 8:54 AM Soil <50 ppm 30, 38 & 39 8 Young 39,060 ENTACT10/9/2006 8:57 AM Soil <50 ppm 30, 38 & 39 23 Young 40,140 ENTACT10/9/2006 9:03 AM Soil <50 ppm 30, 38 & 39 35 Young 42,060 ENTACT10/9/2006 9:09 AM Soil <50 ppm 30, 38 & 39 26 Young 41,400 ENTACT10/9/2006 9:10 AM Soil <50 ppm 30, 38 & 39 1 Young 39,400 ENTACT10/9/2006 9:11 AM Soil <50 ppm 30, 38 & 39 11 Young 40,000 ENTACT10/9/2006 9:16 AM Soil <50 ppm 30, 38 & 39 9 Young 39,220 ENTACT10/9/2006 9:23 AM Soil <50 ppm 30, 38 & 39 5 Young 40,420 ENTACT10/9/2006 9:32 AM Soil <50 ppm 30, 38 & 39 6 Young 40,240 ENTACT10/9/2006 9:33 AM Soil <50 ppm 30, 38 & 39 37 Young 41,740 ENTACT10/9/2006 9:37 AM Soil <50 ppm 30, 38 & 39 36 Young 41,900 ENTACT10/9/2006 9:40 AM Soil <50 ppm 30, 38 & 39 22 Young 39,220 ENTACT10/9/2006 9:44 AM Soil <50 ppm 30, 38 & 39 23 Young 40,000 ENTACT10/9/2006 9:45 AM Soil <50 ppm 30, 38 & 39 8 Young 39,100 ENTACT10/9/2006 9:47 AM Soil <50 ppm 30, 38 & 39 35 Young 42,380 ENTACT10/9/2006 9:54 AM Soil <50 ppm 30, 38 & 39 26 Young 41,340 ENTACT10/9/2006 9:55 AM Soil <50 ppm 30, 38 & 39 1 Young 39,820 ENTACT10/9/2006 10:01 AM Soil <50 ppm 30, 38 & 39 9 Young 39,660 ENTACT10/9/2006 10:04 AM Soil <50 ppm 30, 38 & 39 11 Young 39,840 ENTACT10/9/2006 10:10 AM Soil <50 ppm 30, 38 & 39 5 Young 40,120 ENTACT10/9/2006 10:14 AM Soil <50 ppm 30, 38 & 39 6 Young 40,060 ENTACT10/9/2006 10:15 AM Soil <50 ppm 30, 38 & 39 37 Young 40,940 ENTACT10/9/2006 10:19 AM Soil <50 ppm 30, 38 & 39 36 Young 41,800 ENTACT10/9/2006 10:28 AM Soil <50 ppm 30, 38 & 39 8 Young 39,740 ENTACT10/9/2006 10:29 AM Soil <50 ppm 30, 38 & 39 22 Young 39,060 ENTACT10/9/2006 10:32 AM Soil <50 ppm 30, 38 & 39 23 Young 40,020 ENTACT10/9/2006 10:36 AM Soil <50 ppm 30, 38 & 39 35 Young 42,280 ENTACT10/9/2006 10:41 AM Soil <50 ppm 30, 38 & 39 26 Young 41,580 ENTACT10/9/2006 10:43 AM Soil <50 ppm 30, 38 & 39 1 Young 39,640 ENTACT10/9/2006 10:47 AM Soil <50 ppm 30, 38 & 39 9 Young 39,320 ENTACT10/9/2006 10:50 AM Soil <50 ppm 30, 38 & 39 11 Young 40,320 ENTACT10/9/2006 10:54 AM Soil <50 ppm 30, 38 & 39 5 Young 40,240 ENTACT10/9/2006 11:01 AM Soil <50 ppm 30, 38 & 39 6 Young 39,500 ENTACT10/9/2006 11:03 AM Soil <50 ppm 30, 38 & 39 37 Young 41,540 ENTACT10/9/2006 11:12 AM Soil <50 ppm 30, 38 & 39 36 Young 42,120 ENTACT
CRA 013968 (222)
18 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/9/2006 11:13 AM Soil <50 ppm 30, 38 & 39 35 Young 42,540 ENTACT10/9/2006 11:14 AM Soil <50 ppm 30, 38 & 39 22 Young 39,280 ENTACT10/9/2006 11:16 AM Soil <50 ppm 30, 38 & 39 8 Young 39,060 ENTACT10/9/2006 12:11 PM Soil <50 ppm 30, 38 & 39 23 Young 39,620 ENTACT10/9/2006 12:13 PM Soil <50 ppm 30, 38 & 39 26 Young 41,740 ENTACT10/9/2006 12:13 PM Soil <50 ppm 30, 38 & 39 1 Young 39,960 ENTACT10/9/2006 12:16 PM Soil <50 ppm 30, 38 & 39 9 Young 39,620 ENTACT10/9/2006 12:19 PM Soil <50 ppm 30, 38 & 39 11 Young 40,180 ENTACT10/9/2006 12:21 PM Soil <50 ppm 30, 38 & 39 5 Young 39,700 ENTACT10/9/2006 12:21 PM Soil <50 ppm 30, 38 & 39 6 Young 40,180 ENTACT10/9/2006 12:23 PM Soil <50 ppm 30, 38 & 39 35 Young 41,740 ENTACT10/9/2006 12:27 PM Soil <50 ppm 30, 38 & 39 22 Young 39,960 ENTACT10/9/2006 12:27 PM Soil <50 ppm 30, 38 & 39 8 Young 40,040 ENTACT10/9/2006 12:28 PM Soil <50 ppm 30, 38 & 39 37 Young 41,480 ENTACT10/9/2006 12:29 PM Soil <50 ppm 30, 38 & 39 36 Young 41,840 ENTACT10/9/2006 12:46 PM Soil <50 ppm 30, 38 & 39 23 Young 39,640 ENTACT10/9/2006 12:50 PM Soil <50 ppm 30, 38 & 39 26 Young 41,100 ENTACT10/9/2006 12:54 PM Soil <50 ppm 30, 38 & 39 1 Young 39,660 ENTACT10/9/2006 12:54 PM Soil <50 ppm 30, 38 & 39 9 Young 39,860 ENTACT10/9/2006 1:00 PM Soil <50 ppm 30, 38 & 39 11 Young 39,860 ENTACT10/9/2006 1:03 PM Soil <50 ppm 30, 38 & 39 5 Young 40,640 ENTACT10/9/2006 1:07 PM Soil <50 ppm 30, 38 & 39 6 Young 39,600 ENTACT10/9/2006 1:12 PM Soil <50 ppm 30, 38 & 39 35 Young 42,380 ENTACT10/9/2006 1:17 PM Soil <50 ppm 30, 38 & 39 22 Young 39,640 ENTACT10/9/2006 1:22 PM Soil <50 ppm 30, 38 & 39 36 Young 42,460 ENTACT10/9/2006 1:25 PM Soil <50 ppm 30, 38 & 39 8 Young 39,440 ENTACT10/9/2006 1:29 PM Soil <50 ppm 30, 38 & 39 37 Young 42,020 ENTACT10/9/2006 1:32 PM Soil <50 ppm 30, 38 & 39 23 Young 39,940 ENTACT10/9/2006 1:36 PM Soil <50 ppm 30, 38 & 39 1 Young 40,300 ENTACT10/9/2006 1:40 PM Soil <50 ppm 30, 38 & 39 26 Young 41,900 ENTACT10/9/2006 1:44 PM Soil <50 ppm 30, 38 & 39 9 Young 40,140 ENTACT10/9/2006 1:46 PM Soil <50 ppm 30, 38 & 39 11 Young 39,940 ENTACT10/9/2006 1:55 PM Soil <50 ppm 30, 38 & 39 6 Young 40,220 ENTACT10/9/2006 1:58 PM Soil <50 ppm 30, 38 & 39 5 Young 40,380 ENTACT10/9/2006 2:03 PM Soil <50 ppm 30, 38 & 39 35 Young 41,900 ENTACT10/9/2006 2:05 PM Soil <50 ppm 30, 38 & 39 22 Young 39,880 ENTACT10/9/2006 2:08 PM Soil <50 ppm 30, 38 & 39 36 Young 42,080 ENTACT10/9/2006 2:10 PM Soil <50 ppm 30, 38 & 39 8 Young 39,020 ENTACT10/9/2006 2:14 PM Soil <50 ppm 30, 38 & 39 37 Young 41,820 ENTACT10/9/2006 2:17 PM Soil <50 ppm 30, 38 & 39 23 Young 40,140 ENTACT10/9/2006 2:21 PM Soil <50 ppm 30, 38 & 39 1 Young 39,620 ENTACT10/9/2006 2:26 PM Soil <50 ppm 30, 38 & 39 26 Young 42,040 ENTACT10/9/2006 2:29 PM Soil <50 ppm 30, 38 & 39 9 Young 40,040 ENTACT10/9/2006 2:31 PM Soil <50 ppm 30, 38 & 39 11 Young 39,960 ENTACT10/9/2006 2:36 PM Soil <50 ppm 30, 38 & 39 6 Young 40,020 ENTACT10/9/2006 3:20 PM Soil <50 ppm 30, 38 & 39 36 Young 41,880 ENTACT10/9/2006 3:21 PM Soil <50 ppm 30, 38 & 39 5 Young 40,600 ENTACT10/9/2006 3:24 PM Soil <50 ppm 30, 38 & 39 26 Young 41,220 ENTACT10/9/2006 3:25 PM Soil <50 ppm 30, 38 & 39 35 Young 41,860 ENTACT10/9/2006 3:26 PM Soil <50 ppm 30, 38 & 39 22 Young 39,760 ENTACT10/9/2006 3:28 PM Soil <50 ppm 30, 38 & 39 8 Young 39,880 ENTACT10/9/2006 3:29 PM Soil <50 ppm 30, 38 & 39 37 Young 41,780 ENTACT10/9/2006 3:30 PM Soil <50 ppm 30, 38 & 39 23 Young 39,860 ENTACT10/9/2006 3:31 PM Soil <50 ppm 30, 38 & 39 1 Young 40,240 ENTACT10/9/2006 3:32 PM Soil <50 ppm 30, 38 & 39 9 Young 39,200 ENTACT10/9/2006 3:34 PM Soil <50 ppm 30, 38 & 39 11 Young 39,960 ENTACT10/9/2006 3:37 PM Soil <50 ppm 30, 38 & 39 6 Young 40,220 ENTACT
CRA 013968 (222)
19 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/9/2006 3:49 PM Soil <50 ppm 30, 38 & 39 36 Young 42,700 ENTACT10/9/2006 3:59 PM Soil <50 ppm 30, 38 & 39 5 Young 40,780 ENTACT10/9/2006 4:03 PM Soil <50 ppm 30, 38 & 39 35 Young 42,420 ENTACT10/9/2006 4:05 PM Soil <50 ppm 30, 38 & 39 22 Young 39,720 ENTACT10/9/2006 4:08 PM Soil <50 ppm 30, 38 & 39 26 Young 41,620 ENTACT10/9/2006 4:09 PM Soil <50 ppm 30, 38 & 39 37 Young 41,880 ENTACT10/9/2006 4:14 PM Soil <50 ppm 30, 38 & 39 8 Young 39,980 ENTACT10/9/2006 4:16 PM Soil <50 ppm 30, 38 & 39 23 Young 39,680 ENTACT10/9/2006 4:21 PM Soil <50 ppm 30, 38 & 39 1 Young 40,280 ENTACT10/9/2006 4:25 PM Soil <50 ppm 30, 38 & 39 9 Young 40,120 ENTACT10/9/2006 4:28 PM Soil <50 ppm 30, 38 & 39 11 Young 39,460 ENTACT10/9/2006 4:32 PM Soil <50 ppm 30, 38 & 39 6 Young 40,320 ENTACT10/9/2006 4:35 PM Soil <50 ppm 30, 38 & 39 36 Young 42,760 ENTACT10/9/2006 4:41 PM Soil <50 ppm 30, 38 & 39 5 Young 40,300 ENTACT
Daily Total 5,190,780
CRA 013968 (222)
20 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/10/2006 7:50 AM Soil <50 ppm 30, 38 & 39 11 Young 39,700 ENTACT10/10/2006 7:53 AM Soil <50 ppm 30, 38 & 39 26 Young 41,080 ENTACT10/10/2006 7:54 AM Soil <50 ppm 30, 38 & 39 9 Young 39,140 ENTACT10/10/2006 7:54 AM Soil <50 ppm 30, 38 & 39 5 Young 40,340 ENTACT10/10/2006 7:55 AM Soil <50 ppm 30, 38 & 39 1 Young 39,860 ENTACT10/10/2006 7:55 AM Soil <50 ppm 30, 38 & 39 8 Young 38,820 ENTACT10/10/2006 7:57 AM Soil <50 ppm 30, 38 & 39 22 Young 40,040 ENTACT10/10/2006 8:25 AM Soil <50 ppm 30, 38 & 39 35 Young 41,480 ENTACT10/10/2006 8:27 AM Soil <50 ppm 30, 38 & 39 11 Young 39,860 ENTACT10/10/2006 8:31 AM Soil <50 ppm 30, 38 & 39 23 Young 39,860 ENTACT10/10/2006 8:38 AM Soil <50 ppm 30, 38 & 39 26 Young 40,860 ENTACT10/10/2006 8:39 AM Soil <50 ppm 30, 38 & 39 9 Young 39,340 ENTACT10/10/2006 8:45 AM Soil <50 ppm 30, 38 & 39 22 Young 39,220 ENTACT10/10/2006 8:48 AM Soil <50 ppm 30, 38 & 39 1 Young 39,560 ENTACT10/10/2006 8:54 AM Soil <50 ppm 30, 38 & 39 8 Young 38,740 ENTACT10/10/2006 8:58 AM Soil <50 ppm 30, 38 & 39 36 Young 42,320 ENTACT10/10/2006 9:01 AM Soil <50 ppm 30, 38 & 39 5 Young 39,880 ENTACT10/10/2006 9:02 AM Soil <50 ppm 30, 38 & 39 35 Young 41,900 ENTACT10/10/2006 9:06 AM Soil <50 ppm 30, 38 & 39 11 Young 40,040 ENTACT10/10/2006 9:15 AM Soil <50 ppm 30, 38 & 39 26 Young 41,740 ENTACT10/10/2006 9:17 AM Soil <50 ppm 30, 38 & 39 23 Young 39,340 ENTACT10/10/2006 9:22 AM Soil <50 ppm 30, 38 & 39 9 Young 39,520 ENTACT10/10/2006 9:26 AM Soil <50 ppm 30, 38 & 39 22 Young 38,880 ENTACT10/10/2006 9:31 AM Soil <50 ppm 30, 38 & 39 1 Young 40,360 ENTACT10/10/2006 9:32 AM Soil <50 ppm 30, 38 & 39 8 Young 38,740 ENTACT10/10/2006 9:33 AM Soil <50 ppm 30, 38 & 39 36 Young 41,540 ENTACT10/10/2006 9:36 AM Soil <50 ppm 30, 38 & 39 5 Young 39,960 ENTACT10/10/2006 9:46 AM Soil <50 ppm 30, 38 & 39 11 Young 40,300 ENTACT10/10/2006 9:53 AM Soil <50 ppm 30, 38 & 39 35 Young 42,440 ENTACT10/10/2006 9:56 AM Soil <50 ppm 30, 38 & 39 23 Young 38,840 ENTACT10/10/2006 9:59 AM Soil <50 ppm 30, 38 & 39 26 Young 41,860 ENTACT10/10/2006 10:01 AM Soil <50 ppm 30, 38 & 39 9 Young 38,880 ENTACT10/10/2006 10:04 AM Soil <50 ppm 30, 38 & 39 22 Young 38,980 ENTACT10/10/2006 10:08 AM Soil <50 ppm 30, 38 & 39 1 Young 40,200 ENTACT10/10/2006 10:12 AM Soil <50 ppm 30, 38 & 39 8 Young 39,060 ENTACT10/10/2006 10:21 AM Soil <50 ppm 30, 38 & 39 5 Young 39,460 ENTACT10/10/2006 10:26 AM Soil <50 ppm 30, 38 & 39 36 Young 41,880 ENTACT10/10/2006 10:27 AM Soil <50 ppm 30, 38 & 39 11 Young 39,480 ENTACT10/10/2006 10:29 AM Soil <50 ppm 30, 38 & 39 23 Young 39,180 ENTACT10/10/2006 10:35 AM Soil <50 ppm 30, 38 & 39 35 Young 41,740 ENTACT10/10/2006 10:38 AM Soil <50 ppm 30, 38 & 39 26 Young 40,720 ENTACT10/10/2006 10:41 AM Soil <50 ppm 30, 38 & 39 9 Young 39,440 ENTACT10/10/2006 10:50 AM Soil <50 ppm 30, 38 & 39 22 Young 39,680 ENTACT10/10/2006 10:55 AM Soil <50 ppm 30, 38 & 39 8 Young 38,620 ENTACT10/10/2006 10:56 AM Soil <50 ppm 30, 38 & 39 1 Young 40,000 ENTACT10/10/2006 11:03 AM Soil <50 ppm 30, 38 & 39 36 Young 41,560 ENTACT10/10/2006 11:03 AM Soil <50 ppm 30, 38 & 39 5 Young 40,380 ENTACT10/10/2006 11:09 AM Soil <50 ppm 30, 38 & 39 11 Young 39,480 ENTACT10/10/2006 11:11 AM Soil <50 ppm 30, 38 & 39 23 Young 39,400 ENTACT10/10/2006 11:12 AM Soil <50 ppm 30, 38 & 39 35 Young 42,500 ENTACT10/10/2006 11:17 AM Soil <50 ppm 30, 38 & 39 26 Young 41,780 ENTACT10/10/2006 11:23 AM Soil <50 ppm 30, 38 & 39 9 Young 39,380 ENTACT10/10/2006 11:26 AM Soil <50 ppm 30, 38 & 39 22 Young 39,880 ENTACT10/10/2006 12:02 PM Soil <50 ppm 30, 38 & 39 8 Young 39,260 ENTACT10/10/2006 12:03 PM Soil <50 ppm 30, 38 & 39 5 Young 40,180 ENTACT10/10/2006 12:04 PM Soil <50 ppm 30, 38 & 39 1 Young 40,480 ENTACT10/10/2006 12:07 PM Soil <50 ppm 30, 38 & 39 11 Young 39,840 ENTACT
CRA 013968 (222)
21 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/10/2006 12:07 PM Soil <50 ppm 30, 38 & 39 36 Young 41,840 ENTACT10/10/2006 12:08 PM Soil <50 ppm 30, 38 & 39 23 Young 40,080 ENTACT10/10/2006 12:11 PM Soil <50 ppm 30, 38 & 39 35 Young 42,100 ENTACT10/10/2006 12:15 PM Soil <50 ppm 30, 38 & 39 26 Young 41,320 ENTACT10/10/2006 12:15 PM Soil <50 ppm 30, 38 & 39 9 Young 39,200 ENTACT10/10/2006 12:16 PM Soil <50 ppm 30, 38 & 39 22 Young 39,040 ENTACT10/10/2006 12:39 PM Soil <50 ppm 30, 38 & 39 5 Young 41,040 ENTACT10/10/2006 12:40 PM Soil <50 ppm 30, 38 & 39 36 Young 41,340 ENTACT10/10/2006 12:42 PM Soil <50 ppm 30, 38 & 39 8 Young 38,780 ENTACT10/10/2006 12:50 PM Soil <50 ppm 30, 38 & 39 22 Young 38,740 ENTACT10/10/2006 12:51 PM Soil <50 ppm 30, 38 & 39 11 Young 39,460 ENTACT10/10/2006 12:51 PM Soil <50 ppm 30, 38 & 39 35 Young 41,580 ENTACT10/10/2006 12:56 PM Soil <50 ppm 30, 38 & 39 1 Young 40,100 ENTACT10/10/2006 12:58 PM Soil <50 ppm 30, 38 & 39 23 Young 40,300 ENTACT10/10/2006 12:59 PM Soil <50 ppm 30, 38 & 39 26 Young 41,100 ENTACT10/10/2006 1:03 PM Soil <50 ppm 30, 38 & 39 9 Young 40,340 ENTACT10/10/2006 1:09 PM Soil <50 ppm 30, 38 & 39 36 Young 41,620 ENTACT10/10/2006 1:11 PM Soil <50 ppm 30, 38 & 39 5 Young 40,620 ENTACT10/10/2006 1:23 PM Soil <50 ppm 30, 38 & 39 35 Young 42,620 ENTACT10/10/2006 1:24 PM Soil <50 ppm 30, 38 & 39 22 Young 39,180 ENTACT10/10/2006 1:25 PM Soil <50 ppm 30, 38 & 39 8 Young 39,200 ENTACT10/10/2006 1:31 PM Soil <50 ppm 30, 38 & 39 11 Young 40,200 ENTACT10/10/2006 1:32 PM Soil <50 ppm 30, 38 & 39 23 Young 39,340 ENTACT10/10/2006 1:33 PM Soil <50 ppm 30, 38 & 39 9 Young 40,180 ENTACT10/10/2006 1:35 PM Soil <50 ppm 30, 38 & 39 1 Young 39,580 ENTACT10/10/2006 1:44 PM Soil <50 ppm 30, 38 & 39 36 Young 42,540 ENTACT10/10/2006 1:45 PM Soil <50 ppm 30, 38 & 39 5 Young 40,720 ENTACT10/10/2006 1:51 PM Soil <50 ppm 30, 38 & 39 26 Young 41,640 ENTACT10/10/2006 1:54 PM Soil <50 ppm 30, 38 & 39 22 Young 39,300 ENTACT10/10/2006 1:58 PM Soil <50 ppm 30, 38 & 39 35 Young 41,780 ENTACT10/10/2006 2:04 PM Soil <50 ppm 30, 38 & 39 8 Young 39,040 ENTACT10/10/2006 2:05 PM Soil <50 ppm 30, 38 & 39 23 Young 39,480 ENTACT10/10/2006 2:09 PM Soil <50 ppm 30, 38 & 39 9 Young 39,160 ENTACT10/10/2006 2:15 PM Soil <50 ppm 30, 38 & 39 11 Young 39,480 ENTACT10/10/2006 2:16 PM Soil <50 ppm 30, 38 & 39 1 Young 39,740 ENTACT10/10/2006 2:17 PM Soil <50 ppm 30, 38 & 39 5 Young 40,020 ENTACT10/10/2006 2:22 PM Soil <50 ppm 30, 38 & 39 36 Young 42,060 ENTACT10/10/2006 2:23 PM Soil <50 ppm 30, 38 & 39 26 Young 40,960 ENTACT10/10/2006 2:26 PM Soil <50 ppm 30, 38 & 39 35 Young 41,600 ENTACT10/10/2006 2:31 PM Soil <50 ppm 30, 38 & 39 22 Young 39,660 ENTACT10/10/2006 2:33 PM Soil <50 ppm 30, 38 & 39 8 Young 39,460 ENTACT10/10/2006 2:37 PM Soil <50 ppm 30, 38 & 39 23 Young 40,140 ENTACT10/10/2006 2:38 PM Soil <50 ppm 30, 38 & 39 9 Young 39,220 ENTACT10/10/2006 3:03 PM Soil <50 ppm 30, 38 & 39 5 Young 40,700 ENTACT10/10/2006 3:04 PM Soil <50 ppm 30, 38 & 39 11 Young 40,140 ENTACT10/10/2006 3:04 PM Soil <50 ppm 30, 38 & 39 1 Young 40,240 ENTACT10/10/2006 3:06 PM Soil <50 ppm 30, 38 & 39 36 Young 42,640 ENTACT10/10/2006 3:10 PM Soil <50 ppm 30, 38 & 39 22 Young 39,940 ENTACT10/10/2006 3:12 PM Soil <50 ppm 30, 38 & 39 26 Young 41,640 ENTACT10/10/2006 3:13 PM Soil <50 ppm 30, 38 & 39 35 Young 42,400 ENTACT10/10/2006 3:14 PM Soil <50 ppm 30, 38 & 39 9 Young 39,560 ENTACT10/10/2006 3:16 PM Soil <50 ppm 30, 38 & 39 8 Young 39,040 ENTACT10/10/2006 3:19 PM Soil <50 ppm 30, 38 & 39 23 Young 40,200 ENTACT10/10/2006 3:43 PM Soil <50 ppm 30, 38 & 39 11 Young 39,900 ENTACT10/10/2006 3:44 PM Soil <50 ppm 30, 38 & 39 1 Young 40,500 ENTACT10/10/2006 3:46 PM Soil <50 ppm 30, 38 & 39 5 Young 40,180 ENTACT10/10/2006 3:50 PM Soil <50 ppm 30, 38 & 39 36 Young 41,640 ENTACT
CRA 013968 (222)
22 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/10/2006 3:51 PM Soil <50 ppm 30, 38 & 39 23 Young 9,380 ENTACT10/10/2006 3:52 PM Soil <50 ppm 30, 38 & 39 22 Young 39,180 ENTACT10/10/2006 3:53 PM Soil <50 ppm 30, 38 & 39 26 Young 41,540 ENTACT10/10/2006 3:57 PM Soil <50 ppm 30, 38 & 39 35 Young 42,100 ENTACT10/10/2006 4:00 PM Soil <50 ppm 30, 38 & 39 9 Young 40,200 ENTACT10/10/2006 4:06 PM Soil <50 ppm 30, 38 & 39 8 Young 38,720 ENTACT10/10/2006 4:10 PM Soil <50 ppm 30, 38 & 39 11 Young 39,940 ENTACT10/10/2006 4:16 PM Soil <50 ppm 30, 38 & 39 1 Young 40,100 ENTACT10/10/2006 4:26 PM Soil <50 ppm 30, 38 & 39 22 Young 39,980 ENTACT10/10/2006 4:27 PM Soil <50 ppm 30, 38 & 39 36 Young 42,200 ENTACT10/10/2006 4:28 PM Soil <50 ppm 30, 38 & 39 5 Young 40,380 ENTACT10/10/2006 4:35 PM Soil <50 ppm 30, 38 & 39 26 Young 41,200 ENTACT10/10/2006 4:36 PM Soil <50 ppm 30, 38 & 39 23 Young 40,280 ENTACT
Daily Total 5,085,820
CRA 013968 (222)
23 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/11/2006 7:49 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,240 ENTACT10/11/2006 7:49 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,540 ENTACT10/11/2006 7:51 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,620 ENTACT10/11/2006 7:52 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,140 ENTACT10/11/2006 7:53 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 39,760 ENTACT10/11/2006 7:55 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 42,180 ENTACT10/11/2006 7:57 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,140 ENTACT10/11/2006 7:59 AM Soil <50 ppm 30, 36, 38 & 39 23 Young 39,400 ENTACT10/11/2006 8:02 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 38,940 ENTACT10/11/2006 8:02 AM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,880 ENTACT10/11/2006 8:07 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,120 ENTACT10/11/2006 8:10 AM Soil <50 ppm 30, 36, 38 & 39 6 Young 40,340 ENTACT10/11/2006 8:22 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,180 ENTACT10/11/2006 8:24 AM Soil <50 ppm 22 34 Young 33,930 SES10/11/2006 8:29 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 39,660 ENTACT10/11/2006 8:30 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,240 ENTACT10/11/2006 8:32 AM Soil <50 ppm 22 22 Young 31,060 SES10/11/2006 8:36 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 39,880 ENTACT10/11/2006 8:36 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,200 ENTACT10/11/2006 8:37 AM Soil <50 ppm 22 40 Young 29,670 SES10/11/2006 8:41 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,480 ENTACT10/11/2006 8:45 AM Soil <50 ppm 22 34 Young 29,550 SES10/11/2006 8:48 AM Soil <50 ppm 30, 36, 38 & 39 23 Young 39,700 ENTACT10/11/2006 8:50 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,500 ENTACT10/11/2006 8:51 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,140 ENTACT10/11/2006 8:52 AM Soil <50 ppm 22 22 Young 26,980 SES10/11/2006 8:54 AM Soil <50 ppm 30, 36, 38 & 39 8 Young 38,980 ENTACT10/11/2006 8:58 AM Soil <50 ppm 30, 36, 38 & 39 6 Young 39,840 ENTACT10/11/2006 8:59 AM Soil <50 ppm 22 40 Young 29,690 SES10/11/2006 9:00 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,040 ENTACT10/11/2006 9:05 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,120 ENTACT10/11/2006 9:09 AM Soil <50 ppm 22 34 Young 32,190 SES10/11/2006 9:10 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,200 ENTACT10/11/2006 9:13 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,080 ENTACT10/11/2006 9:18 AM Soil <50 ppm 22 22 Young 32,240 SES10/11/2006 9:19 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,040 ENTACT10/11/2006 9:22 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 41,580 ENTACT10/11/2006 9:26 AM Soil <50 ppm 22 40 Young 35,370 SES10/11/2006 9:27 AM Soil <50 ppm 60 & 61 Hoosier 36,900 SES10/11/2006 9:27 AM Soil <50 ppm 30, 36, 38 & 39 23 Young 39,800 ENTACT10/11/2006 9:29 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 38,980 ENTACT10/11/2006 9:31 AM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,420 ENTACT10/11/2006 9:42 AM Soil <50 ppm 30, 36, 38 & 39 6 Young 39,780 ENTACT10/11/2006 9:47 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,740 ENTACT10/11/2006 9:50 AM Soil <50 ppm 22 22 Young 31,820 SES10/11/2006 9:53 AM Soil <50 ppm 22 40 Young 35,170 SES10/11/2006 9:53 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 39,960 ENTACT10/11/2006 9:59 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,760 ENTACT10/11/2006 10:05 AM Soil <50 ppm 22 34 Young 34,730 SES10/11/2006 10:06 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,220 ENTACT10/11/2006 10:10 AM Soil <50 ppm 60 & 61 Hoosier 37,280 SES10/11/2006 10:11 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,500 ENTACT10/11/2006 10:12 AM Soil <50 ppm 22 22 Young 32,020 SES10/11/2006 10:18 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,300 ENTACT10/11/2006 10:19 AM Soil <50 ppm 22 40 Young 30,930 SES10/11/2006 10:22 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,440 ENTACT10/11/2006 10:25 AM Soil <50 ppm 30, 36, 38 & 39 23 Young 39,440 ENTACT
CRA 013968 (222)
24 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/11/2006 10:27 AM Soil <50 ppm 22 34 Young 32,590 SES10/11/2006 10:31 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,540 ENTACT10/11/2006 10:31 AM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,620 ENTACT10/11/2006 0.4388889 Soil <50 ppm 22 34 Young 32,670 SES10/11/2006 10:35 AM Soil <50 ppm 30, 36, 38 & 39 6 Young 39,820 ENTACT10/11/2006 10:36 AM Soil <50 ppm 22 22 Young 29,320 SES10/11/2006 10:42 AM Soil <50 ppm 60 & 61 Hoosier 31,660 SES10/11/2006 10:43 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 40,880 ENTACT10/11/2006 10:44 AM Soil <50 ppm 22 40 Young 33,050 SES10/11/2006 10:44 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,000 ENTACT10/11/2006 10:47 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,260 ENTACT10/11/2006 10:50 AM Soil <50 ppm 22 34 Young 31,090 SES10/11/2006 10:51 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,320 ENTACT10/11/2006 10:55 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,660 ENTACT10/11/2006 10:58 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,760 ENTACT10/11/2006 10:59 AM Soil <50 ppm 22 22 Young 33,660 SES10/11/2006 11:05 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,940 ENTACT10/11/2006 11:06 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 41,980 ENTACT10/11/2006 11:09 AM Soil <50 ppm 30, 36, 38 & 39 23 Young 39,840 ENTACT10/11/2006 11:10 AM Soil <50 ppm 22 40 Young 32,770 SES10/11/2006 11:14 AM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,600 ENTACT10/11/2006 11:14 AM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,680 ENTACT10/11/2006 11:17 AM Soil <50 ppm 22 34 Young 31,890 SES10/11/2006 11:20 AM Soil <50 ppm 30, 36, 38 & 39 6 Young 40,020 ENTACT10/11/2006 11:21 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,000 ENTACT10/11/2006 12:00 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 39,920 ENTACT10/11/2006 12:03 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,660 ENTACT10/11/2006 12:04 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,740 ENTACT10/11/2006 12:04 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 39,900 ENTACT10/11/2006 12:07 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 41,580 ENTACT10/11/2006 12:08 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 41,480 ENTACT10/11/2006 12:16 PM Soil <50 ppm 30, 36, 38 & 39 23 Young 39,320 ENTACT10/11/2006 12:16 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,400 ENTACT10/11/2006 12:17 PM Soil <50 ppm 30, 36, 38 & 39 6 Young 39,520 ENTACT10/11/2006 12:17 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 39,240 ENTACT10/11/2006 12:18 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,800 ENTACT10/11/2006 12:18 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,040 ENTACT10/11/2006 12:31 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 39,560 ENTACT10/11/2006 12:35 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 42,260 ENTACT10/11/2006 12:37 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 40,820 ENTACT10/11/2006 12:41 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,760 ENTACT10/11/2006 12:52 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,440 ENTACT10/11/2006 12:52 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,540 ENTACT10/11/2006 12:54 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,000 ENTACT10/11/2006 1:01 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 38,940 ENTACT10/11/2006 1:03 PM Soil <50 ppm 30, 36, 38 & 39 23 Young 40,180 ENTACT10/11/2006 1:06 PM Soil <50 ppm 30, 36, 38 & 39 6 Young 40,160 ENTACT10/11/2006 1:08 PM Soil <50 ppm 22 22 Young 32,720 SES10/11/2006 1:09 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,000 ENTACT10/11/2006 1:10 PM Soil <50 ppm 22 40 Young 30,690 SES10/11/2006 1:11 PM Soil <50 ppm 30, 36, 38 & 39 8 Young 38,860 ENTACT10/11/2006 1:13 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 39,880 ENTACT10/11/2006 1:15 PM Soil <50 ppm 22 34 Young 33,130 SES10/11/2006 1:15 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,760 ENTACT10/11/2006 1:17 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,980 ENTACT10/11/2006 1:18 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 39,940 ENTACT10/11/2006 1:25 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,440 ENTACT10/11/2006 1:29 PM Soil <50 ppm 22 22 Young 32,080 SES
CRA 013968 (222)
25 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/11/2006 1:30 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,440 ENTACT10/11/2006 1:38 PM Soil <50 ppm 22 40 Young 38,930 SES10/11/2006 1:42 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 40,240 ENTACT10/11/2006 1:46 PM Soil <50 ppm 30, 36, 38 & 39 12 Young 39,180 ENTACT10/11/2006 1:47 PM Soil <50 ppm 30, 36, 38 & 39 23 Young 39,760 ENTACT
Daily Total 4,611,940
CRA 013968 (222)
26 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/12/2006 7:20 AM Soil <50 ppm 30 & 38 26 Young 41,140 ENTACT10/12/2006 7:46 AM Soil <50 ppm 30 & 38 11 Young 39,720 ENTACT10/12/2006 7:46 AM Soil <50 ppm 30 & 38 5 Young 39,440 ENTACT10/12/2006 7:47 AM Soil <50 ppm 30 & 38 1 Young 39,320 ENTACT10/12/2006 7:48 AM Soil <50 ppm 30 & 38 9 Young 39,480 ENTACT10/12/2006 7:50 AM Soil <50 ppm 30 & 38 12 Young 38,820 ENTACT10/12/2006 7:50 AM Soil <50 ppm 30 & 38 8 Young 38,500 ENTACT10/12/2006 8:06 AM Soil <50 ppm 22 40 Young 26,130 SES10/12/2006 8:14 AM Soil <50 ppm 22 22 Young 30,300 SES10/12/2006 8:18 AM Soil <50 ppm 30 & 38 26 Young 41,680 ENTACT10/12/2006 8:21 AM Soil <50 ppm 30 & 38 11 Young 40,280 ENTACT10/12/2006 8:25 AM Soil <50 ppm 30 & 38 9 Young 38,760 ENTACT10/12/2006 8:26 AM Soil <50 ppm 22 40 Young 27,890 SES10/12/2006 8:29 AM Soil <50 ppm 30 & 38 12 Young 40,140 ENTACT10/12/2006 8:30 AM Soil <50 ppm 30 & 38 1 Young 39,320 ENTACT10/12/2006 8:33 AM Soil <50 ppm 22 34 Young 27,510 SES10/12/2006 8:38 AM Soil <50 ppm 30 & 38 5 Young 39,580 ENTACT10/12/2006 8:41 AM Soil <50 ppm 22 22 Young 23,720 SES10/12/2006 8:42 AM Soil <50 ppm 30 & 38 23 Young 40,120 ENTACT10/12/2006 8:46 AM Soil <50 ppm 30 & 38 8 Young 38,620 ENTACT10/12/2006 8:47 AM Soil <50 ppm 30 & 38 35 Young 42,600 ENTACT10/12/2006 8:48 AM Soil <50 ppm 22 40 Young 26,890 SES10/12/2006 8:54 AM Soil <50 ppm 22 34 Young 27,530 SES10/12/2006 8:55 AM Soil <50 ppm 30 & 38 36 Young 42,240 ENTACT10/12/2006 8:57 AM Soil <50 ppm 30 & 38 26 Young 41,220 ENTACT10/12/2006 9:02 AM Soil <50 ppm 30 & 38 11 Young 39,960 ENTACT10/12/2006 9:02 AM Soil <50 ppm 30 & 38 1 Young 39,580 ENTACT10/12/2006 9:03 AM Soil <50 ppm 22 22 Young 27,380 SES10/12/2006 9:11 AM Soil <50 ppm 22 40 Young 27,650 SES10/12/2006 9:12 AM Soil <50 ppm 30 & 38 9 Young 39,460 ENTACT10/12/2006 9:12 AM Soil <50 ppm 30 & 38 12 Young 39,180 ENTACT10/12/2006 9:15 AM Soil <50 ppm 30 & 38 5 Young 40,560 ENTACT10/12/2006 9:19 AM Soil <50 ppm 22 34 Young 28,830 SES10/12/2006 9:19 AM Soil <50 ppm 30 & 38 23 Young 38,840 ENTACT10/12/2006 9:29 AM Soil <50 ppm 30 & 38 8 Young 40,020 ENTACT10/12/2006 9:32 AM Soil <50 ppm 22 22 Young 25,840 SES10/12/2006 9:35 AM Soil <50 ppm 30 & 38 35 Young 41,680 ENTACT10/12/2006 9:36 AM Soil <50 ppm 30 & 38 36 Young 41,320 ENTACT10/12/2006 9:39 AM Soil <50 ppm 22 40 Young 27,110 SES10/12/2006 9:46 AM Soil <50 ppm 30 & 38 5 Young 40,240 ENTACT10/12/2006 9:47 AM Soil <50 ppm 22 34 Young 24,650 SES10/12/2006 9:50 AM Soil <50 ppm 30 & 38 11 Young 39,660 ENTACT10/12/2006 9:53 AM Soil <50 ppm 30 & 38 12 Young 39,920 ENTACT10/12/2006 9:54 AM Soil <50 ppm 30 & 38 23 Young 39,180 ENTACT10/12/2006 9:55 AM Soil <50 ppm 30 & 38 37 Young 41,500 ENTACT10/12/2006 9:56 AM Soil <50 ppm 30 & 38 26 Young 41,740 ENTACT10/12/2006 9:58 AM Soil <50 ppm 30 & 38 1 Young 39,460 ENTACT10/12/2006 10:08 AM Soil <50 ppm 22 22 Young 26,880 SES10/12/2006 10:08 AM Soil <50 ppm 30 & 38 9 Young 40,000 ENTACT10/12/2006 10:14 AM Soil <50 ppm 22 40 Young 31,610 SES10/12/2006 10:15 AM Soil <50 ppm 30 & 38 8 Young 39,480 ENTACT10/12/2006 10:23 AM Soil <50 ppm 30 & 38 5 Young 40,240 ENTACT10/12/2006 10:23 AM Soil <50 ppm 30 & 38 36 Young 41,500 ENTACT
CRA 013968 (222)
27 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/12/2006 10:24 AM Soil <50 ppm 22 34 Young 33,810 SES10/12/2006 10:24 AM Soil <50 ppm 30 & 38 35 Young 41,480 ENTACT10/12/2006 10:25 AM Soil <50 ppm 30 & 38 11 Young 39,520 ENTACT10/12/2006 10:30 AM Soil <50 ppm 30 & 38 23 Young 39,080 ENTACT10/12/2006 10:35 AM Soil <50 ppm 30 & 38 12 Young 39,440 ENTACT10/12/2006 10:35 AM Soil <50 ppm 30 & 38 26 Young 41,840 ENTACT10/12/2006 10:38 AM Soil <50 ppm 30 & 38 37 Young 41,540 ENTACT10/12/2006 10:38 AM Soil <50 ppm 30 & 38 9 Young 38,680 ENTACT10/12/2006 10:39 AM Soil <50 ppm 30 & 38 1 Young 40,140 ENTACT10/12/2006 10:48 AM Soil <50 ppm 30 & 38 40 Young 41,350 ENTACT10/12/2006 10:58 AM Soil <50 ppm 30 & 38 8 Young 39,180 ENTACT10/12/2006 10:59 AM Soil <50 ppm 30 & 38 36 Young 42,220 ENTACT10/12/2006 11:01 AM Soil <50 ppm 30 & 38 35 Young 42,140 ENTACT10/12/2006 11:01 AM Soil <50 ppm 30 & 38 5 Young 40,400 ENTACT10/12/2006 11:02 AM Soil <50 ppm 30 & 38 11 Young 40,340 ENTACT10/12/2006 11:03 AM Soil <50 ppm 30 & 38 23 Young 39,220 ENTACT10/12/2006 11:07 AM Soil <50 ppm 30 & 38 12 Young 39,080 ENTACT10/12/2006 11:08 AM Soil <50 ppm 30 & 38 1 Young 39,440 ENTACT10/12/2006 11:11 AM Soil <50 ppm 30 & 38 26 Young 41,400 ENTACT10/12/2006 11:17 AM Soil <50 ppm 30 & 38 40 Young 42,010 ENTACT10/12/2006 11:24 AM Soil <50 ppm 30 & 38 9 Young 39,580 ENTACT10/12/2006 12:09 PM Soil <50 ppm 30 & 38 37 Young 41,120 ENTACT10/12/2006 12:11 PM Soil <50 ppm 30 & 38 26 Young 42,420 ENTACT10/12/2006 12:13 PM Soil <50 ppm 30 & 38 1 Young 39,800 ENTACT10/12/2006 12:13 PM Soil <50 ppm 30 & 38 36 Young 42,500 ENTACT10/12/2006 12:14 PM Soil <50 ppm 30 & 38 5 Young 39,560 ENTACT10/12/2006 12:15 PM Soil <50 ppm 30 & 38 8 Young 39,160 ENTACT10/12/2006 12:17 PM Soil <50 ppm 30 & 38 35 Young 42,060 ENTACT10/12/2006 12:18 PM Soil <50 ppm 30 & 38 11 Young 39,720 ENTACT10/12/2006 12:19 PM Soil <50 ppm 30 & 38 23 Young 39,660 ENTACT10/12/2006 12:20 PM Soil <50 ppm 30 & 38 12 Young 39,760 ENTACT10/12/2006 12:22 PM Soil <50 ppm 30 & 38 40 Young 41,130 ENTACT10/12/2006 12:41 PM Soil <50 ppm 30 & 38 37 Young 41,480 ENTACT10/12/2006 12:43 PM Soil <50 ppm 30 & 38 36 Young 41,800 ENTACT10/12/2006 12:44 PM Soil <50 ppm 30 & 38 1 Young 39,520 ENTACT10/12/2006 12:46 PM Soil <50 ppm 30 & 38 26 Young 41,420 ENTACT10/12/2006 12:50 PM Soil <50 ppm 30 & 38 8 Young 39,240 ENTACT10/12/2006 12:52 PM Soil <50 ppm 30 & 38 11 Young 39,980 ENTACT10/12/2006 12:52 PM Soil <50 ppm 30 & 38 5 Young 40,620 ENTACT10/12/2006 12:56 PM Soil <50 ppm 30 & 38 35 Young 42,640 ENTACT10/12/2006 12:57 PM Soil <50 ppm 30 & 38 23 Young 39,340 ENTACT10/12/2006 1:04 PM Soil <50 ppm 30 & 38 40 Young 42,230 ENTACT10/12/2006 1:05 PM Soil <50 ppm 30 & 38 12 Young 39,980 ENTACT10/12/2006 1:14 PM Soil <50 ppm 30 & 38 37 Young 40,720 ENTACT10/12/2006 1:18 PM Soil <50 ppm 30 & 38 1 Young 39,980 ENTACT10/12/2006 1:21 PM Soil <50 ppm 30 & 38 36 Young 41,600 ENTACT10/12/2006 1:23 PM Soil <50 ppm 30 & 38 11 Young 39,180 ENTACT10/12/2006 1:24 PM Soil <50 ppm 30 & 38 8 Young 39,740 ENTACT10/12/2006 1:27 PM Soil <50 ppm 30 & 38 5 Young 39,500 ENTACT10/12/2006 1:28 PM Soil <50 ppm 30 & 38 26 Young 40,780 ENTACT10/12/2006 1:34 PM Soil <50 ppm 30 & 38 35 Young 41,800 ENTACT10/12/2006 1:34 PM Soil <50 ppm 30 & 38 23 Young 39,660 ENTACT10/12/2006 1:37 PM Soil <50 ppm 30 & 38 12 Young 39,080 ENTACT10/12/2006 1:38 PM Soil <50 ppm 30 & 38 40 Young 41,450 ENTACT10/12/2006 1:45 PM Soil <50 ppm 30 & 38 37 Young 42,360 ENTACT10/12/2006 1:48 PM Soil <50 ppm 30 & 38 1 Young 39,880 ENTACT10/12/2006 1:55 PM Soil <50 ppm 30 & 38 5 Young 40,720 ENTACT
CRA 013968 (222)
28 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/12/2006 1:59 PM Soil <50 ppm 30 & 38 8 Young 38,920 ENTACT10/12/2006 2:01 PM Soil <50 ppm 30 & 38 36 Young 41,340 ENTACT10/12/2006 2:04 PM Soil <50 ppm 30 & 38 11 Young 39,540 ENTACT10/12/2006 2:10 PM Soil <50 ppm 30 & 38 12 Young 38,660 ENTACT10/12/2006 2:10 PM Soil <50 ppm 30 & 38 40 Young 41,270 ENTACT10/12/2006 2:11 PM Soil <50 ppm 30 & 38 23 Young 38,860 ENTACT10/12/2006 2:13 PM Soil <50 ppm 30 & 38 37 Young 41,040 ENTACT10/12/2006 2:17 PM Soil <50 ppm 30 & 38 35 Young 42,120 ENTACT10/12/2006 2:17 PM Soil <50 ppm 30 & 38 1 Young 40,000 ENTACT10/12/2006 2:20 PM Soil <50 ppm 30 & 38 26 Young 41,140 ENTACT10/12/2006 2:24 PM Soil <50 ppm 30 & 38 5 Young 40,240 ENTACT10/12/2006 2:29 PM Soil <50 ppm 30 & 38 11 Young 40,340 ENTACT10/12/2006 2:30 PM Soil <50 ppm 30 & 38 8 Young 39,300 ENTACT10/12/2006 3:01 PM Soil <50 ppm 30 & 38 12 Young 39,060 ENTACT10/12/2006 3:03 PM Soil <50 ppm 30 & 38 35 Young 42,340 ENTACT10/12/2006 3:04 PM Soil <50 ppm 30 & 38 36 Young 41,660 ENTACT10/12/2006 3:05 PM Soil <50 ppm 30 & 38 1 Young 40,280 ENTACT10/12/2006 3:07 PM Soil <50 ppm 30 & 38 40 Young 41,910 ENTACT10/12/2006 3:09 PM Soil <50 ppm 30 & 38 23 Young 39,300 ENTACT10/12/2006 3:12 PM Soil <50 ppm 30 & 38 5 Young 40,660 ENTACT10/12/2006 3:13 PM Soil <50 ppm 30 & 38 8 Young 39,800 ENTACT10/12/2006 3:14 PM Soil <50 ppm 30 & 38 11 Young 39,620 ENTACT10/12/2006 3:15 PM Soil <50 ppm 30 & 38 26 Young 41,740 ENTACT10/12/2006 3:26 PM Soil <50 ppm 30 & 38 37 Young 40,660 ENTACT10/12/2006 3:51 PM Soil <50 ppm 30 & 38 12 Young 39,680 ENTACT10/12/2006 3:51 PM Soil <50 ppm 30 & 38 1 Young 39,280 ENTACT10/12/2006 3:52 PM Soil <50 ppm 30 & 38 35 Young 41,800 ENTACT10/12/2006 3:52 PM Soil <50 ppm 30 & 38 36 Young 41,800 ENTACT10/12/2006 3:53 PM Soil <50 ppm 30 & 38 23 Young 40,200 ENTACT10/12/2006 4:03 PM Soil <50 ppm 30 & 38 11 Young 39,940 ENTACT10/12/2006 4:04 PM Soil <50 ppm 30 & 38 8 Young 40,000 ENTACT10/12/2006 4:05 PM Soil <50 ppm 30 & 38 5 Young 40,240 ENTACT10/12/2006 4:06 PM Soil <50 ppm 30 & 38 26 Young 41,160 ENTACT10/12/2006 4:07 PM Soil <50 ppm 30 & 38 40 Young 40,890 ENTACT10/12/2006 4:09 PM Soil <50 ppm 30 & 38 37 Young 41,620 ENTACT10/12/2006 4:23 PM Soil <50 ppm 30 & 38 12 Young 39,040 ENTACT10/12/2006 4:23 PM Soil <50 ppm 30 & 38 1 Young 39,460 ENTACT10/12/2006 4:30 PM Soil <50 ppm 30 & 38 35 Young 42,640 ENTACT
Daily Total 5,775,450
CRA 013968 (222)
29 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/13/2006 7:22 AM Soil <50 ppm 30 & 38 5 Young 39,880 ENTACT10/13/2006 7:50 AM Soil <50 ppm 30 & 38 26 Young 41,400 ENTACT10/13/2006 7:54 AM Soil <50 ppm 30 & 38 11 Young 40,240 ENTACT10/13/2006 7:56 AM Soil <50 ppm 30 & 38 1 Young 39,940 ENTACT10/13/2006 7:56 AM Soil <50 ppm 30 & 38 37 Young 41,600 ENTACT10/13/2006 7:58 AM Soil <50 ppm 30 & 38 42 Young 41,620 ENTACT10/13/2006 7:59 AM Soil <50 ppm 30 & 38 23 Young 38,960 ENTACT10/13/2006 8:00 AM Soil <50 ppm 30 & 38 8 Young 39,240 ENTACT10/13/2006 8:03 AM Soil <50 ppm 30 & 38 5 Young 39,740 ENTACT10/13/2006 8:12 AM Soil <50 ppm 30 & 38 40 Young 40,990 ENTACT10/13/2006 8:20 AM Soil <50 ppm 30 & 38 35 Young 42,280 ENTACT10/13/2006 8:23 AM Soil <50 ppm 30 & 38 36 Young 41,800 ENTACT10/13/2006 8:29 AM Soil <50 ppm 30 & 38 1 Young 39,560 ENTACT10/13/2006 8:30 AM Soil <50 ppm 30 & 38 11 Young 39,060 ENTACT10/13/2006 8:32 AM Soil <50 ppm 30 & 38 37 Young 40,640 ENTACT10/13/2006 8:34 AM Soil <50 ppm 30 & 38 26 Young 41,620 ENTACT10/13/2006 8:41 AM Soil <50 ppm 30 & 38 8 Young 39,160 ENTACT10/13/2006 8:42 AM Soil <50 ppm 30 & 38 42 Young 41,780 ENTACT10/13/2006 8:45 AM Soil <50 ppm 30 & 38 23 Young 39,460 ENTACT10/13/2006 8:55 AM Soil <50 ppm 30 & 38 5 Young 40,200 ENTACT10/13/2006 8:56 AM Soil <50 ppm 60 & 61 106 Hoosier 32,840 SES10/13/2006 8:56 AM Soil <50 ppm 30 & 38 27 Young 41,200 ENTACT10/13/2006 8:57 AM Soil <50 ppm 30 & 38 40 Young 41,490 ENTACT10/13/2006 8:57 AM Soil <50 ppm 30 & 38 36 Young 42,200 ENTACT10/13/2006 8:58 AM Soil <50 ppm 30 & 38 1 Young 39,540 ENTACT10/13/2006 9:01 AM Soil <50 ppm 30 & 38 35 Young 41,660 ENTACT10/13/2006 9:02 AM Soil <50 ppm 30 & 38 37 Young 41,000 ENTACT10/13/2006 9:04 AM Soil <50 ppm 30 & 38 11 Young 40,300 ENTACT10/13/2006 9:08 AM Soil <50 ppm 30 & 38 26 Young 40,940 ENTACT10/13/2006 9:13 AM Soil <50 ppm 30 & 38 8 Young 39,040 ENTACT10/13/2006 9:14 AM Soil <50 ppm 30 & 38 42 Young 41,200 ENTACT10/13/2006 9:19 AM Soil <50 ppm 30 & 38 23 Young 39,300 ENTACT10/13/2006 9:33 AM Soil <50 ppm 60 & 61 106 Hoosier 40,140 SES10/13/2006 9:33 AM Soil <50 ppm 30 & 38 5 Young 39,660 ENTACT10/13/2006 9:40 AM Soil <50 ppm 30 & 38 27 Young 41,880 ENTACT10/13/2006 9:41 AM Soil <50 ppm 30 & 38 40 Young 40,990 ENTACT10/13/2006 9:46 AM Soil <50 ppm 30 & 38 35 Young 41,380 ENTACT10/13/2006 9:46 AM Soil <50 ppm 30 & 38 36 Young 41,900 ENTACT10/13/2006 9:47 AM Soil <50 ppm 30 & 38 1 Young 39,540 ENTACT10/13/2006 9:52 AM Soil <50 ppm 30 & 38 37 Young 41,820 ENTACT10/13/2006 9:54 AM Soil <50 ppm 30 & 38 26 Young 41,640 ENTACT10/13/2006 9:57 AM Soil <50 ppm 30 & 38 11 Young 39,480 ENTACT10/13/2006 9:58 AM Soil <50 ppm 30 & 38 8 Young 38,900 ENTACT10/13/2006 9:59 AM Soil <50 ppm 30 & 38 42 Young 41,840 ENTACT10/13/2006 10:02 AM Soil <50 ppm 30 & 38 23 Young 39,540 ENTACT10/13/2006 10:14 AM Soil <50 ppm 30 & 38 27 Young 41,060 ENTACT10/13/2006 10:16 AM Soil <50 ppm 30 & 38 1 Young 39,500 ENTACT10/13/2006 10:18 AM Soil <50 ppm 30 & 38 5 Young 40,040 ENTACT10/13/2006 10:19 AM Soil <50 ppm 30 & 38 35 Young 42,120 ENTACT10/13/2006 10:21 AM Soil <50 ppm 30 & 38 40 Young 42,090 ENTACT10/13/2006 10:25 AM Soil <50 ppm 30 & 38 36 Young 41,460 ENTACT10/13/2006 10:26 AM Soil <50 ppm 30 & 38 26 Young 41,920 ENTACT10/13/2006 10:28 AM Soil <50 ppm 22 12 Young 31,700 SES10/13/2006 10:28 AM Soil <50 ppm 30 & 38 37 Young 42,400 ENTACT10/13/2006 10:29 AM Soil <50 ppm 30 & 38 8 Young 38,620 ENTACT10/13/2006 10:32 AM Soil <50 ppm 30 & 38 23 Young 39,240 ENTACT10/13/2006 10:34 AM Soil <50 ppm 30 & 38 11 Young 39,760 ENTACT
CRA 013968 (222)
30 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/13/2006 10:37 AM Soil <50 ppm 22 41 Young 26,660 SES10/13/2006 10:46 AM Soil <50 ppm 30 & 38 42 Young 40,860 ENTACT10/13/2006 10:48 AM Soil <50 ppm 30 & 38 1 Young 39,480 ENTACT10/13/2006 10:48 AM Soil <50 ppm 30 & 38 27 Young 40,880 ENTACT10/13/2006 10:50 AM Soil <50 ppm 30 & 38 5 Young 39,760 ENTACT10/13/2006 10:51 AM Soil <50 ppm 22 12 Young 27,960 SES10/13/2006 10:53 AM Soil <50 ppm 30 & 38 35 Young 41,820 ENTACT10/13/2006 10:55 AM Soil <50 ppm 30 & 38 37 Young 41,280 ENTACT10/13/2006 10:59 AM Soil <50 ppm 22 41 Young 28,120 SES10/13/2006 11:01 AM Soil <50 ppm 30 & 38 40 Young 41,930 ENTACT10/13/2006 11:06 AM Soil <50 ppm 22 6 Young 26,400 SES10/13/2006 11:07 AM Soil <50 ppm 30 & 38 11 Young 40,240 ENTACT10/13/2006 11:09 AM Soil <50 ppm 30 & 38 8 Young 38,820 ENTACT10/13/2006 11:11 AM Soil <50 ppm 30 & 38 26 Young 41,260 ENTACT10/13/2006 11:15 AM Soil <50 ppm 22 12 Young 28,840 SES10/13/2006 11:16 AM Soil <50 ppm 30 & 38 36 Young 41,840 ENTACT10/13/2006 11:17 AM Soil <50 ppm 30 & 38 23 Young 39,500 ENTACT10/13/2006 11:18 AM Soil <50 ppm 30 & 38 27 Young 41,040 ENTACT10/13/2006 11:22 AM Soil <50 ppm 22 41 Young 32,200 SES10/13/2006 11:22 AM Soil <50 ppm 30 & 38 1 Young 40,460 ENTACT10/13/2006 11:23 AM Soil <50 ppm 30 & 38 42 Young 41,860 ENTACT10/13/2006 12:04 PM Soil <50 ppm 22 12 Young 35,140 SES10/13/2006 12:04 PM Soil <50 ppm 30 & 38 37 Young 41,900 ENTACT10/13/2006 12:05 PM Soil <50 ppm 22 41 Young 34,800 SES10/13/2006 12:05 PM Soil <50 ppm 22 6 Young 35,540 SES10/13/2006 12:08 PM Soil <50 ppm 30 & 38 5 Young 39,900 ENTACT10/13/2006 12:10 PM Soil <50 ppm 30 & 38 35 Young 42,300 ENTACT10/13/2006 12:13 PM Soil <50 ppm 30 & 38 11 Young 39,780 ENTACT10/13/2006 12:14 PM Soil <50 ppm 30 & 38 26 Young 41,900 ENTACT10/13/2006 12:15 PM Soil <50 ppm 30 & 38 8 Young 39,000 ENTACT10/13/2006 12:16 PM Soil <50 ppm 30 & 38 40 Young 41,510 ENTACT10/13/2006 12:20 PM Soil <50 ppm 30 & 38 42 Young 41,000 ENTACT10/13/2006 12:26 PM Soil <50 ppm 30 & 38 36 Young 41,380 ENTACT10/13/2006 12:27 PM Soil <50 ppm 30 & 38 27 Young 41,580 ENTACT10/13/2006 12:28 PM Soil <50 ppm 30 & 38 23 Young 39,560 ENTACT10/13/2006 12:35 PM Soil <50 ppm 30 & 38 37 Young 40,740 ENTACT10/13/2006 12:39 PM Soil <50 ppm 30 & 38 35 Young 41,980 ENTACT10/13/2006 12:40 PM Soil <50 ppm 30 & 38 5 Young 40,020 ENTACT10/13/2006 12:42 PM Soil <50 ppm 30 & 38 1 Young 40,440 ENTACT10/13/2006 12:43 PM Soil <50 ppm 30 & 38 11 Young 39,640 ENTACT10/13/2006 12:46 PM Soil <50 ppm 30 & 38 8 Young 38,820 ENTACT10/13/2006 12:47 PM Soil <50 ppm 30 & 38 40 Young 42,250 ENTACT10/13/2006 12:51 PM Soil <50 ppm 30 & 38 26 Young 41,320 ENTACT10/13/2006 12:55 PM Soil <50 ppm 30 & 38 27 Young 41,480 ENTACT10/13/2006 12:57 PM Soil <50 ppm 30 & 38 36 Young 41,360 ENTACT10/13/2006 12:59 PM Soil <50 ppm 30 & 38 42 Young 41,480 ENTACT10/13/2006 1:02 PM Soil <50 ppm 30 & 38 23 Young 39,680 ENTACT10/13/2006 1:10 PM Soil <50 ppm 30 & 38 37 Young 41,920 ENTACT10/13/2006 1:13 PM Soil <50 ppm 30 & 38 1 Young 39,920 ENTACT10/13/2006 1:15 PM Soil <50 ppm 30 & 38 35 Young 42,240 ENTACT10/13/2006 1:18 PM Soil <50 ppm 30 & 38 11 Young 39,300 ENTACT10/13/2006 1:19 PM Soil <50 ppm 30 & 38 5 Young 39,800 ENTACT10/13/2006 1:21 PM Soil <50 ppm 22 6 Young 34,960 SES10/13/2006 1:22 PM Soil <50 ppm 30 & 38 8 Young 39,180 ENTACT10/13/2006 1:26 PM Soil <50 ppm 30 & 38 40 Young 41,370 ENTACT10/13/2006 1:28 PM Soil <50 ppm 22 41 Young 34,500 SES10/13/2006 1:30 PM Soil <50 ppm 30 & 38 42 Young 41,660 ENTACT
CRA 013968 (222)
31 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/13/2006 1:30 PM Soil <50 ppm 30 & 38 27 Young 41,180 ENTACT10/13/2006 1:32 PM Soil <50 ppm 30 & 38 26 Young 41,900 ENTACT10/13/2006 1:34 PM Soil <50 ppm 30 & 38 23 Young 39,420 ENTACT10/13/2006 1:35 PM Soil <50 ppm 22 12 Young 33,540 SES10/13/2006 1:39 PM Soil <50 ppm 30 & 38 37 Young 42,000 ENTACT10/13/2006 1:43 PM Soil <50 ppm 30 & 38 5 Young 40,180 ENTACT10/13/2006 1:46 PM Soil <50 ppm 30 & 38 35 Young 42,080 ENTACT10/13/2006 1:47 PM Soil <50 ppm 30 & 38 36 Young 41,500 ENTACT10/13/2006 1:49 PM Soil <50 ppm 22 6 Young 34,680 SES10/13/2006 1:52 PM Soil <50 ppm 30 & 38 1 Young 39,820 ENTACT10/13/2006 1:55 PM Soil <50 ppm 30 & 38 11 Young 40,140 ENTACT10/13/2006 1:57 PM Soil <50 ppm 22 41 Young 39,580 SES10/13/2006 1:58 PM Soil <50 ppm 30 & 38 8 Young 39,800 ENTACT10/13/2006 2:00 PM Soil <50 ppm 30 & 38 40 Young 41,730 ENTACT10/13/2006 2:02 PM Soil <50 ppm 30 & 38 23 Young 40,000 ENTACT10/13/2006 2:03 PM Soil <50 ppm 30 & 38 42 Young 41,400 ENTACT10/13/2006 2:06 PM Soil <50 ppm 30 & 38 26 Young 41,300 ENTACT10/13/2006 2:07 PM Soil <50 ppm 30 & 38 27 Young 41,360 ENTACT10/13/2006 2:12 PM Soil <50 ppm 22 12 Young 40,260 SES10/13/2006 2:12 PM Soil <50 ppm 22 6 Young 39,540 SES10/13/2006 2:17 PM Soil <50 ppm 30 & 38 35 Young 41,740 ENTACT10/13/2006 2:18 PM Soil <50 ppm 30 & 38 37 Young 40,860 ENTACT10/13/2006 2:20 PM Soil <50 ppm 30 & 38 5 Young 40,340 ENTACT10/13/2006 2:21 PM Soil <50 ppm 22 41 Young 38,500 SES10/13/2006 2:23 PM Soil <50 ppm 30 & 38 36 Young 42,100 ENTACT10/13/2006 2:26 PM Soil <50 ppm 30 & 38 1 Young 40,340 ENTACT10/13/2006 2:31 PM Soil <50 ppm 30 & 38 11 Young 40,060 ENTACT10/13/2006 2:32 PM Soil <50 ppm 22 12 Young 38,080 SES10/13/2006 2:36 PM Soil <50 ppm 30 & 38 8 Young 39,700 ENTACT10/13/2006 2:37 PM Soil <50 ppm 30 & 38 40 Young 41,490 ENTACT10/13/2006 2:39 PM Soil <50 ppm 22 6 Young 38,260 SES10/13/2006 2:48 PM Soil <50 ppm 22 41 Young 40,080 SES10/13/2006 2:49 PM Soil <50 ppm 30 & 38 23 Young 39,880 ENTACT10/13/2006 2:51 PM Soil <50 ppm 30 & 38 26 Young 42,040 ENTACT10/13/2006 2:52 PM Soil <50 ppm 30 & 38 27 Young 41,540 ENTACT10/13/2006 2:55 PM Soil <50 ppm 30 & 38 42 Young 40,860 ENTACT10/13/2006 3:05 PM Soil <50 ppm 30 & 38 37 Young 41,560 ENTACT10/13/2006 3:08 PM Soil <50 ppm 30 & 38 35 Young 41,460 ENTACT10/13/2006 3:21 PM Soil <50 ppm 30 & 38 5 Young 39,780 ENTACT
Daily Total 6,089,140
CRA 013968 (222)
32 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/14/2006 7:16 AM Soil <50 ppm 30 & 38 26 Young 40,900 ENTACT10/14/2006 7:17 AM Soil <50 ppm 30 & 38 42 Young 41,800 ENTACT10/14/2006 7:19 AM Soil <50 ppm 30 & 38 11 Young 39,800 ENTACT10/14/2006 7:24 AM Soil <50 ppm 30 & 38 1 Young 39,480 ENTACT10/14/2006 7:46 AM Soil <50 ppm 30 & 38 27 Young 41,520 ENTACT10/14/2006 7:47 AM Soil <50 ppm 30 & 38 35 Young 41,980 ENTACT10/14/2006 7:47 AM Soil <50 ppm 30 & 38 5 Young 39,940 ENTACT10/14/2006 7:48 AM Soil <50 ppm 30 & 38 37 Young 41,440 ENTACT10/14/2006 7:48 AM Soil <50 ppm 30 & 38 23 Young 39,260 ENTACT10/14/2006 7:49 AM Soil <50 ppm 30 & 38 8 Young 39,060 ENTACT10/14/2006 7:53 AM Soil <50 ppm 30 & 38 9 Young 40,000 ENTACT10/14/2006 7:54 AM Soil <50 ppm 30 & 38 36 Young 42,380 ENTACT10/14/2006 7:58 AM Soil <50 ppm 30 & 38 26 Young 41,900 ENTACT10/14/2006 8:02 AM Soil <50 ppm 30 & 38 11 Young 39,160 ENTACT10/14/2006 8:04 AM Soil <50 ppm 22 6 Young 35,640 SES10/14/2006 8:08 AM Soil <50 ppm 30 & 38 42 Young 41,280 ENTACT10/14/2006 8:11 AM Soil <50 ppm 22 12 Young 36,060 SES10/14/2006 8:13 AM Soil <50 ppm 30 & 38 1 Young 40,280 ENTACT10/14/2006 8:16 AM Soil <50 ppm 30 & 38 27 Young 41,700 ENTACT10/14/2006 8:19 AM Soil <50 ppm 30 & 38 37 Young 41,080 ENTACT10/14/2006 8:20 AM Soil <50 ppm 22 41 Young 38,720 SES10/14/2006 8:21 AM Soil <50 ppm 30 & 38 35 Young 41,840 ENTACT10/14/2006 8:23 AM Soil <50 ppm 30 & 38 5 Young 40,360 ENTACT10/14/2006 8:26 AM Soil <50 ppm 30 & 38 23 Young 40,280 ENTACT10/14/2006 8:27 AM Soil <50 ppm 30 & 38 9 Young 40,060 ENTACT10/14/2006 8:28 AM Soil <50 ppm 30 & 38 8 Young 38,700 ENTACT10/14/2006 8:29 AM Soil <50 ppm 22 6 Young 37,520 SES10/14/2006 8:31 AM Soil <50 ppm 30 & 38 26 Young 41,760 ENTACT10/14/2006 8:36 AM Soil <50 ppm 22 12 Young 36,260 SES10/14/2006 8:37 AM Soil <50 ppm 30 & 38 36 Young 42,180 ENTACT10/14/2006 8:40 AM Soil <50 ppm 30 & 38 11 Young 39,500 ENTACT10/14/2006 8:44 AM Soil <50 ppm 30 & 38 42 Young 41,260 ENTACT10/14/2006 8:45 AM Soil <50 ppm 30 & 38 1 Young 39,700 ENTACT10/14/2006 8:47 AM Soil <50 ppm 30 & 38 35 Young 42,240 ENTACT10/14/2006 8:50 AM Soil <50 ppm 22 41 Young 41,980 SES10/14/2006 8:51 AM Soil <50 ppm 30 & 38 27 Young 41,460 ENTACT10/14/2006 8:53 AM Soil <50 ppm 30 & 38 37 Young 40,340 ENTACT10/14/2006 8:54 AM Soil <50 ppm 22 6 Young 36,680 SES10/14/2006 9:03 AM Soil <50 ppm 30 & 38 5 Young 39,960 ENTACT10/14/2006 9:04 AM Soil <50 ppm 22 12 Young 37,900 SES10/14/2006 9:04 AM Soil <50 ppm 30 & 38 26 Young 41,580 ENTACT10/14/2006 9:05 AM Soil <50 ppm 30 & 38 23 Young 39,680 ENTACT10/14/2006 9:06 AM Soil <50 ppm 30 & 38 36 Young 42,300 ENTACT10/14/2006 9:07 AM Soil <50 ppm 30 & 38 9 Young 39,660 ENTACT10/14/2006 9:07 AM Soil <50 ppm 30 & 38 8 Young 38,980 ENTACT10/14/2006 9:14 AM Soil <50 ppm 22 41 Young 45,220 SES10/14/2006 9:14 AM Soil <50 ppm 30 & 38 1 Young 39,640 ENTACT10/14/2006 9:16 AM Soil <50 ppm 30 & 38 11 Young 39,940 ENTACT10/14/2006 9:18 AM Soil <50 ppm 30 & 38 42 Young 41,600 ENTACT10/14/2006 9:21 AM Soil <50 ppm 30 & 38 35 Young 41,760 ENTACT10/14/2006 9:22 AM Soil <50 ppm 22 6 Young 42,880 SES10/14/2006 9:25 AM Soil <50 ppm 30 & 38 37 Young 41,640 ENTACT10/14/2006 9:26 AM Soil <50 ppm 30 & 38 27 Young 41,240 ENTACT10/14/2006 9:31 AM Soil <50 ppm 22 12 Young 35,980 SES10/14/2006 9:33 AM Soil <50 ppm 30 & 38 5 Young 40,380 ENTACT10/14/2006 9:37 AM Soil <50 ppm 30 & 38 26 Young 41,200 ENTACT10/14/2006 9:38 AM Soil <50 ppm 30 & 38 23 Young 39,100 ENTACT
CRA 013968 (222)
33 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/14/2006 9:40 AM Soil <50 ppm 30 & 38 9 Young 39,180 ENTACT10/14/2006 9:42 AM Soil <50 ppm 22 41 Young 40,360 SES10/14/2006 9:48 AM Soil <50 ppm 30 & 38 36 Young 41,380 ENTACT10/14/2006 9:50 AM Soil <50 ppm 30 & 38 8 Young 39,200 ENTACT10/14/2006 9:52 AM Soil <50 ppm 30 & 38 42 Young 41,560 ENTACT10/14/2006 9:54 AM Soil <50 ppm 30 & 38 11 Young 39,580 ENTACT10/14/2006 9:56 AM Soil <50 ppm 30 & 38 37 Young 41,880 ENTACT10/14/2006 9:57 AM Soil <50 ppm 30 & 38 35 Young 41,540 ENTACT10/14/2006 9:57 AM Soil <50 ppm 30 & 38 1 Young 39,340 ENTACT10/14/2006 10:01 AM Soil <50 ppm 22 6 Young 38,500 SES10/14/2006 10:03 AM Soil <50 ppm 30 & 38 5 Young 39,740 ENTACT10/14/2006 10:06 AM Soil <50 ppm 30 & 38 27 Young 42,160 ENTACT10/14/2006 10:07 AM Soil <50 ppm 30 & 38 26 Young 41,800 ENTACT10/14/2006 10:10 AM Soil <50 ppm 22 12 Young 42,120 SES10/14/2006 10:16 AM Soil <50 ppm 30 & 38 23 Young 39,940 ENTACT10/14/2006 10:18 AM Soil <50 ppm 22 41 Young 39,880 SES10/14/2006 10:20 AM Soil <50 ppm 30 & 38 9 Young 39,060 ENTACT10/14/2006 10:21 AM Soil <50 ppm 30 & 38 8 Young 40,000 ENTACT10/14/2006 10:28 AM Soil <50 ppm 30 & 38 36 Young 41,560 ENTACT10/14/2006 10:29 AM Soil <50 ppm 30 & 38 42 Young 40,780 ENTACT10/14/2006 10:30 AM Soil <50 ppm 22 6 Young 35,840 SES10/14/2006 10:30 AM Soil <50 ppm 30 & 38 1 Young 39,640 ENTACT10/14/2006 10:32 AM Soil <50 ppm 30 & 38 35 Young 42,320 ENTACT10/14/2006 10:33 AM Soil <50 ppm 30 & 38 11 Young 39,320 ENTACT10/14/2006 10:35 AM Soil <50 ppm 30 & 38 37 Young 41,280 ENTACT10/14/2006 10:38 AM Soil <50 ppm 30 & 38 5 Young 40,040 ENTACT10/14/2006 10:39 AM Soil <50 ppm 30 & 38 27 Young 41,660 ENTACT10/14/2006 10:40 AM Soil <50 ppm 22 12 Young 41,000 SES10/14/2006 10:42 AM Soil <50 ppm 30 & 38 26 Young 40,960 ENTACT10/14/2006 10:46 AM Soil <50 ppm 30 & 38 23 Young 39,880 ENTACT10/14/2006 10:51 AM Soil <50 ppm 30 & 38 8 Young 39,560 ENTACT10/14/2006 10:53 AM Soil <50 ppm 30 & 38 9 Young 39,900 ENTACT10/14/2006 11:02 AM Soil <50 ppm 30 & 38 42 Young 40,580 ENTACT10/14/2006 11:04 AM Soil <50 ppm 30 & 38 1 Young 40,540 ENTACT10/14/2006 11:04 AM Soil <50 ppm 30 & 38 36 Young 41,580 ENTACT10/14/2006 11:05 AM Soil <50 ppm 30 & 38 35 Young 42,560 ENTACT10/14/2006 11:07 AM Soil <50 ppm 30 & 38 37 Young 41,220 ENTACT10/14/2006 11:09 AM Soil <50 ppm 30 & 38 27 Young 41,740 ENTACT10/14/2006 11:10 AM Soil <50 ppm 30 & 38 11 Young 39,660 ENTACT10/14/2006 11:13 AM Soil <50 ppm 30 & 38 5 Young 40,320 ENTACT10/14/2006 11:14 AM Soil <50 ppm 30 & 38 26 Young 41,560 ENTACT10/14/2006 11:15 AM Soil <50 ppm 22 41 Young 41,600 SES10/14/2006 11:18 AM Soil <50 ppm 30 & 38 8 Young 38,840 ENTACT10/14/2006 11:19 AM Soil <50 ppm 30 & 38 23 Young 40,320 ENTACT10/14/2006 11:23 AM Soil <50 ppm 22 12 Young 36,380 SES10/14/2006 11:29 AM Soil <50 ppm 22 6 Young 40,080 SES10/14/2006 12:00 PM Soil <50 ppm 22 41 Young 41,500 SES10/14/2006 12:00 PM Soil <50 ppm 30 & 38 35 Young 42,680 ENTACT10/14/2006 12:01 PM Soil <50 ppm 30 & 38 9 Young 39,580 ENTACT10/14/2006 12:02 PM Soil <50 ppm 30 & 38 42 Young 41,760 ENTACT10/14/2006 12:02 PM Soil <50 ppm 30 & 38 1 Young 39,380 ENTACT10/14/2006 12:03 PM Soil <50 ppm 30 & 38 27 Young 42,120 ENTACT10/14/2006 12:04 PM Soil <50 ppm 30 & 38 37 Young 41,700 ENTACT10/14/2006 12:06 PM Soil <50 ppm 30 & 38 11 Young 40,140 ENTACT10/14/2006 12:06 PM Soil <50 ppm 30 & 38 5 Young 40,380 ENTACT10/14/2006 12:07 PM Soil <50 ppm 30 & 38 36 Young 42,000 ENTACT10/14/2006 12:08 PM Soil <50 ppm 30 & 38 23 Young 40,280 ENTACT
CRA 013968 (222)
34 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/14/2006 12:09 PM Soil <50 ppm 30 & 38 26 Young 41,480 ENTACT10/14/2006 12:09 PM Soil <50 ppm 30 & 38 9 Young 39,480 ENTACT10/14/2006 12:10 PM Soil <50 ppm 30 & 38 8 Young 39,920 ENTACT10/14/2006 12:33 PM Soil <50 ppm 30 & 38 27 Young 42,160 ENTACT10/14/2006 12:35 PM Soil <50 ppm 30 & 38 35 Young 42,480 ENTACT10/14/2006 12:36 PM Soil <50 ppm 30 & 38 42 Young 26,720 ENTACT10/14/2006 12:40 PM Soil <50 ppm 30 & 38 1 Young 39,460 ENTACT10/14/2006 12:46 PM Soil <50 ppm 30 & 38 11 Young 40,100 ENTACT10/14/2006 12:48 PM Soil <50 ppm 30 & 38 36 Young 41,900 ENTACT10/14/2006 12:52 PM Soil <50 ppm 30 & 38 26 Young 41,760 ENTACT10/14/2006 12:53 PM Soil <50 ppm 30 & 38 5 Young 40,120 ENTACT10/14/2006 12:57 PM Soil <50 ppm 30 & 38 8 Young 39,680 ENTACT10/14/2006 12:57 PM Soil <50 ppm 30 & 38 23 Young 38,880 ENTACT10/14/2006 1:04 PM Soil <50 ppm 30 & 38 35 Young 41,900 ENTACT10/14/2006 1:05 PM Soil <50 ppm 30 & 38 37 Young 41,740 ENTACT10/14/2006 1:05 PM Soil <50 ppm 30 & 38 42 Young 41,020 ENTACT10/14/2006 1:07 PM Soil <50 ppm 30 & 38 1 Young 40,180 ENTACT10/14/2006 1:10 PM Soil <50 ppm 30 & 38 27 Young 41,680 ENTACT10/14/2006 1:13 PM Soil <50 ppm 30 & 38 11 Young 39,660 ENTACT10/14/2006 1:19 PM Soil <50 ppm 22 6 Young 36,840 SES10/14/2006 1:31 PM Soil <50 ppm 22 12 Young 37,000 SES10/14/2006 1:35 PM Soil <50 ppm 30 & 38 26 Young 41,720 ENTACT10/14/2006 1:38 PM Soil <50 ppm 30 & 38 23 Young 39,980 ENTACT10/14/2006 1:40 PM Soil <50 ppm 30 & 38 36 Young 41,880 ENTACT10/14/2006 1:42 PM Soil <50 ppm 22 41 Young 47,920 SES10/14/2006 1:42 PM Soil <50 ppm 30 & 38 35 Young 41,980 ENTACT10/14/2006 1:44 PM Soil <50 ppm 30 & 38 9 Young 39,620 ENTACT10/14/2006 1:45 PM Soil <50 ppm 30 & 38 37 Young 42,040 ENTACT10/14/2006 1:46 PM Soil <50 ppm 30 & 38 8 Young 38,980 ENTACT10/14/2006 1:47 PM Soil <50 ppm 30 & 38 5 Young 40,100 ENTACT10/14/2006 1:50 PM Soil <50 ppm 30 & 38 27 Young 41,480 ENTACT10/14/2006 1:51 PM Soil <50 ppm 30 & 38 42 Young 41,680 ENTACT10/14/2006 1:53 PM Soil <50 ppm 30 & 38 1 Young 40,080 ENTACT10/14/2006 1:56 PM Soil <50 ppm 30 & 38 11 Young 39,640 ENTACT10/14/2006 2:12 PM Soil <50 ppm 30 & 38 35 Young 42,520 ENTACT10/14/2006 2:14 PM Soil <50 ppm 30 & 38 26 Young 41,560 ENTACT10/14/2006 2:16 PM Soil <50 ppm 30 & 38 23 Young 39,260 ENTACT
Daily Total 6,100,200
CRA 013968 (222)
35 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/16/2006 7:27 AM Soil <50 ppm 30, 38 & 39 26 Young 41,180 ENTACT10/16/2006 7:32 AM Soil <50 ppm 30, 38 & 39 35 Young 42,180 ENTACT10/16/2006 7:32 AM Soil <50 ppm 30, 38 & 39 9 Young 39,560 ENTACT10/16/2006 7:32 AM Soil <50 ppm 30, 38 & 39 1 Young 40,040 ENTACT10/16/2006 7:40 AM Soil <50 ppm 30, 38 & 39 5 Young 39,940 ENTACT10/16/2006 7:41 AM Soil <50 ppm 30, 38 & 39 6 Young 39,120 ENTACT10/16/2006 7:42 AM Soil <50 ppm 30, 38 & 39 37 Young 41,980 ENTACT10/16/2006 7:46 AM Soil <50 ppm 30, 38 & 39 27 Young 41,160 ENTACT10/16/2006 7:49 AM Soil <50 ppm 30, 38 & 39 23 Young 39,560 ENTACT10/16/2006 7:55 AM Soil <50 ppm 30, 38 & 39 12 Young 39,560 ENTACT10/16/2006 7:58 AM Soil <50 ppm 30, 38 & 39 8 Young 38,780 ENTACT10/16/2006 8:05 AM Soil <50 ppm 30, 38 & 39 36 Young 42,540 ENTACT10/16/2006 8:10 AM Soil <50 ppm 30, 38 & 39 26 Young 41,660 ENTACT10/16/2006 8:14 AM Soil <50 ppm 30, 38 & 39 35 Young 41,860 ENTACT10/16/2006 8:19 AM Soil <50 ppm 30, 38 & 39 9 Young 38,960 ENTACT10/16/2006 8:24 AM Soil <50 ppm 30, 38 & 39 1 Young 39,520 ENTACT10/16/2006 8:25 AM Soil <50 ppm 30, 38 & 39 5 Young 40,280 ENTACT10/16/2006 8:27 AM Soil <50 ppm 30, 38 & 39 6 Young 39,600 ENTACT10/16/2006 8:28 AM Soil <50 ppm 30, 38 & 39 37 Young 42,140 ENTACT10/16/2006 8:31 AM Soil <50 ppm 30, 38 & 39 27 Young 41,180 ENTACT10/16/2006 8:35 AM Soil <50 ppm 30, 38 & 39 23 Young 39,760 ENTACT10/16/2006 8:41 AM Soil <50 ppm 30, 38 & 39 12 Young 39,880 ENTACT10/16/2006 8:44 AM Soil <50 ppm 30, 38 & 39 8 Young 39,460 ENTACT10/16/2006 8:47 AM Soil <50 ppm 30, 38 & 39 36 Young 41,380 ENTACT10/16/2006 8:47 AM Soil <50 ppm 30, 38 & 39 26 Young 41,720 ENTACT10/16/2006 8:51 AM Soil <50 ppm 30, 38 & 39 35 Young 42,340 ENTACT10/16/2006 8:54 AM Soil <50 ppm 30, 38 & 39 9 Young 39,780 ENTACT10/16/2006 9:00 AM Soil <50 ppm 30, 38 & 39 1 Young 39,600 ENTACT10/16/2006 9:01 AM Soil <50 ppm 30, 38 & 39 5 Young 40,500 ENTACT10/16/2006 9:04 AM Soil <50 ppm 30, 38 & 39 6 Young 40,280 ENTACT10/16/2006 9:08 AM Soil <50 ppm 30, 38 & 39 37 Young 41,220 ENTACT10/16/2006 9:13 AM Soil <50 ppm 30, 38 & 39 23 Young 39,640 ENTACT10/16/2006 9:22 AM Soil <50 ppm 30, 38 & 39 12 Young 39,640 ENTACT10/16/2006 9:22 AM Soil <50 ppm 30, 38 & 39 8 Young 39,780 ENTACT10/16/2006 9:25 AM Soil <50 ppm 30, 38 & 39 36 Young 42,300 ENTACT10/16/2006 NA Soil <50 ppm 30, 38 & 39 27 Young 41,300 ENTACT
Daily Total 1,459,380
CRA 013968 (222)
36 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/18/2006 7:21 AM Soil <50 ppm 36 & 38 12 Young 39,620 ENTACT10/18/2006 7:50 AM Soil <50 ppm 36 & 38 36 Young 42,300 ENTACT10/18/2006 7:51 AM Soil <50 ppm 36 & 38 26 Young 41,580 ENTACT10/18/2006 7:52 AM Soil <50 ppm 36 & 38 5 Young 40,680 ENTACT10/18/2006 7:53 AM Soil <50 ppm 36 & 38 11 Young 39,600 ENTACT10/18/2006 7:54 AM Soil <50 ppm 22 22 Young 21,000 SES10/18/2006 7:54 AM Soil <50 ppm 36 & 38 9 Young 40,060 ENTACT10/18/2006 7:55 AM Soil <50 ppm 36 & 38 1 Young 40,160 ENTACT10/18/2006 7:56 AM Soil <50 ppm 36 & 38 35 Young 42,240 ENTACT10/18/2006 7:57 AM Soil <50 ppm 36 & 38 23 Young 39,440 ENTACT10/18/2006 7:58 AM Soil <50 ppm 36 & 38 40 Young 41,790 ENTACT10/18/2006 7:59 AM Soil <50 ppm 36 & 38 37 Young 41,860 ENTACT10/18/2006 8:02 AM Soil <50 ppm 22 8 Young 30,060 SES10/18/2006 8:04 AM Soil <50 ppm 36 & 38 12 Young 39,040 ENTACT10/18/2006 8:08 AM Soil <50 ppm 22 6 Young 30,160 SES10/18/2006 8:18 AM Soil <50 ppm 22 22 Young 29,020 SES10/18/2006 8:21 AM Soil <50 ppm 36 & 38 36 Young 42,300 ENTACT10/18/2006 8:25 AM Soil <50 ppm 36 & 38 26 Young 41,140 ENTACT10/18/2006 8:27 AM Soil <50 ppm 22 8 Young 29,460 SES10/18/2006 8:28 AM Soil <50 ppm 36 & 38 5 Young 40,280 ENTACT10/18/2006 8:31 AM Soil <50 ppm 36 & 38 11 Young 39,380 ENTACT10/18/2006 8:33 AM Soil <50 ppm 22 6 Young 28,800 SES10/18/2006 8:36 AM Soil <50 ppm 36 & 38 1 Young 39,500 ENTACT10/18/2006 8:37 AM Soil <50 ppm 36 & 38 9 Young 40,220 ENTACT10/18/2006 8:42 AM Soil <50 ppm 22 22 Young 31,740 SES10/18/2006 8:42 AM Soil <50 ppm 36 & 38 35 Young 41,860 ENTACT10/18/2006 8:43 AM Soil <50 ppm 36 & 38 23 Young 39,360 ENTACT10/18/2006 8:44 AM Soil <50 ppm 36 & 38 37 Young 41,360 ENTACT10/18/2006 8:47 AM Soil <50 ppm 36 & 38 40 Young 41,250 ENTACT10/18/2006 8:49 AM Soil <50 ppm 36 & 38 12 Young 39,640 ENTACT10/18/2006 8:52 AM Soil <50 ppm 22 8 Young 34,360 SES10/18/2006 8:52 AM Soil <50 ppm 36 & 38 33 Young 42,420 ENTACT10/18/2006 8:56 AM Soil <50 ppm 36 & 38 36 Young 42,380 ENTACT10/18/2006 8:58 AM Soil <50 ppm 36 & 38 26 Young 41,520 ENTACT10/18/2006 8:59 AM Soil <50 ppm 22 6 Young 29,900 SES10/18/2006 9:04 AM Soil <50 ppm 36 & 38 5 Young 40,260 ENTACT10/18/2006 9:05 AM Soil <50 ppm 36 & 38 11 Young 39,940 ENTACT10/18/2006 9:10 AM Soil <50 ppm 22 22 Young 29,860 SES10/18/2006 9:10 AM Soil <50 ppm 36 & 38 9 Young 39,600 ENTACT10/18/2006 9:14 AM Soil <50 ppm 36 & 38 1 Young 40,040 ENTACT10/18/2006 9:16 AM Soil <50 ppm 36 & 38 35 Young 42,200 ENTACT10/18/2006 9:18 AM Soil <50 ppm 22 8 Young 30,480 SES10/18/2006 9:21 AM Soil <50 ppm 36 & 38 23 Young 39,840 ENTACT10/18/2006 9:25 AM Soil <50 ppm 36 & 38 37 Young 41,900 ENTACT10/18/2006 9:28 AM Soil <50 ppm 22 6 Young 34,280 SES10/18/2006 9:30 AM Soil <50 ppm 36 & 38 12 Young 39,620 ENTACT10/18/2006 9:35 AM Soil <50 ppm 36 & 38 40 Young 41,930 ENTACT10/18/2006 9:35 AM Soil <50 ppm 36 & 38 33 Young 42,280 ENTACT10/18/2006 9:37 AM Soil <50 ppm 36 & 38 36 Young 42,340 ENTACT10/18/2006 9:38 AM Soil <50 ppm 22 22 Young 31,020 SES10/18/2006 9:42 AM Soil <50 ppm 36 & 38 26 Young 41,520 ENTACT10/18/2006 9:44 AM Soil <50 ppm 36 & 38 5 Young 40,120 ENTACT10/18/2006 9:45 AM Soil <50 ppm 36 & 38 11 Young 39,340 ENTACT10/18/2006 9:51 AM Soil <50 ppm 22 8 Young 33,700 SES10/18/2006 9:52 AM Soil <50 ppm 36 & 38 1 Young 39,460 ENTACT10/18/2006 9:58 AM Soil <50 ppm 22 6 Young 33,680 SES10/18/2006 9:58 AM Soil <50 ppm 36 & 38 9 Young 40,320 ENTACT
CRA 013968 (222)
37 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/18/2006 9:59 AM Soil <50 ppm 36 & 38 35 Young 42,620 ENTACT10/18/2006 10:02 AM Soil <50 ppm 36 & 38 23 Young 39,680 ENTACT10/18/2006 10:09 AM Soil <50 ppm 36 & 38 37 Young 41,760 ENTACT10/18/2006 10:11 AM Soil <50 ppm 36 & 38 12 Young 39,500 ENTACT10/18/2006 10:12 AM Soil <50 ppm 22 22 Young 31,060 SES10/18/2006 10:19 AM Soil <50 ppm 22 8 Young 32,140 SES10/18/2006 10:20 AM Soil <50 ppm 36 & 38 36 Young 42,200 ENTACT10/18/2006 10:24 AM Soil <50 ppm 36 & 38 5 Young 39,900 ENTACT10/18/2006 10:25 AM Soil <50 ppm 36 & 38 40 Young 41,310 ENTACT10/18/2006 10:27 AM Soil <50 ppm 22 6 Young 31,620 SES10/18/2006 10:28 AM Soil <50 ppm 36 & 38 11 Young 39,920 ENTACT10/18/2006 10:30 AM Soil <50 ppm 36 & 38 26 Young 41,860 ENTACT10/18/2006 10:31 AM Soil <50 ppm 36 & 38 33 Young 42,480 ENTACT10/18/2006 10:32 AM Soil <50 ppm 36 & 38 1 Young 40,620 ENTACT10/18/2006 10:33 AM Soil <50 ppm 36 & 38 23 Young 39,560 ENTACT10/18/2006 10:34 AM Soil <50 ppm 36 & 38 35 Young 42,480 ENTACT10/18/2006 10:35 AM Soil <50 ppm 36 & 38 9 Young 40,180 ENTACT10/18/2006 10:38 AM Soil <50 ppm 22 22 Young 29,840 SES10/18/2006 10:43 AM Soil <50 ppm 36 & 38 37 Young 41,880 ENTACT10/18/2006 10:46 AM Soil <50 ppm 22 8 Young 29,080 SES10/18/2006 10:54 AM Soil <50 ppm 36 & 38 36 Young 41,960 ENTACT10/18/2006 10:57 AM Soil <50 ppm 22 6 Young 33,520 SES10/18/2006 10:58 AM Soil <50 ppm 36 & 38 12 Young 39,680 ENTACT10/18/2006 11:01 AM Soil <50 ppm 36 & 38 40 Young 42,070 ENTACT10/18/2006 11:02 AM Soil <50 ppm 36 & 38 5 Young 40,220 ENTACT10/18/2006 11:04 AM Soil <50 ppm 36 & 38 26 Young 41,320 ENTACT10/18/2006 11:04 AM Soil <50 ppm 36 & 38 11 Young 39,940 ENTACT10/18/2006 11:06 AM Soil <50 ppm 22 22 Young 30,780 SES10/18/2006 11:12 AM Soil <50 ppm 36 & 38 33 Young 41,920 ENTACT10/18/2006 11:13 AM Soil <50 ppm 36 & 38 1 Young 39,840 ENTACT10/18/2006 11:16 AM Soil <50 ppm 36 & 38 23 Young 39,800 ENTACT10/18/2006 11:17 AM Soil <50 ppm 22 8 Young 31,660 SES10/18/2006 11:17 AM Soil <50 ppm 36 & 38 35 Young 42,160 ENTACT10/18/2006 11:25 AM Soil <50 ppm 22 6 Young 19,760 SES10/18/2006 12:07 PM Soil <50 ppm 36 & 38 9 Young 39,780 ENTACT10/18/2006 12:11 PM Soil <50 ppm 36 & 38 36 Young 42,340 ENTACT10/18/2006 12:11 PM Soil <50 ppm 36 & 38 37 Young 42,040 ENTACT10/18/2006 12:12 PM Soil <50 ppm 36 & 38 5 Young 40,500 ENTACT10/18/2006 12:15 PM Soil <50 ppm 36 & 38 40 Young 41,770 ENTACT10/18/2006 12:16 PM Soil <50 ppm 36 & 38 26 Young 41,300 ENTACT10/18/2006 12:18 PM Soil <50 ppm 36 & 38 11 Young 39,760 ENTACT10/18/2006 12:18 PM Soil <50 ppm 36 & 38 23 Young 40,160 ENTACT10/18/2006 12:20 PM Soil <50 ppm 36 & 38 12 Young 39,620 ENTACT10/18/2006 12:22 PM Soil <50 ppm 36 & 38 1 Young 40,500 ENTACT10/18/2006 12:23 PM Soil <50 ppm 36 & 38 35 Young 42,140 ENTACT10/18/2006 12:24 PM Soil <50 ppm 36 & 38 33 Young 42,480 ENTACT10/18/2006 12:40 PM Soil <50 ppm 36 & 38 9 Young 40,180 ENTACT10/18/2006 12:45 PM Soil <50 ppm 36 & 38 36 Young 42,440 ENTACT10/18/2006 12:47 PM Soil <50 ppm 36 & 38 11 Young 39,500 ENTACT10/18/2006 12:48 PM Soil <50 ppm 36 & 38 37 Young 41,360 ENTACT10/18/2006 12:49 PM Soil <50 ppm 36 & 38 26 Young 41,180 ENTACT10/18/2006 12:52 PM Soil <50 ppm 36 & 38 23 Young 39,220 ENTACT10/18/2006 12:53 PM Soil <50 ppm 36 & 38 40 Young 41,470 ENTACT10/18/2006 12:55 PM Soil <50 ppm 36 & 38 12 Young 39,200 ENTACT10/18/2006 12:56 PM Soil <50 ppm 36 & 38 5 Young 39,920 ENTACT10/18/2006 1:01 PM Soil <50 ppm 36 & 38 1 Young 40,060 ENTACT10/18/2006 1:02 PM Soil <50 ppm 36 & 38 33 Young 42,260 ENTACT
CRA 013968 (222)
38 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/18/2006 1:04 PM Soil <50 ppm 36 & 38 35 Young 41,720 ENTACT10/18/2006 1:11 PM Soil <50 ppm 36 & 38 9 Young 39,880 ENTACT10/18/2006 1:14 PM Soil <50 ppm 36 & 38 36 Young 42,380 ENTACT10/18/2006 1:17 PM Soil <50 ppm 36 & 38 11 Young 39,220 ENTACT10/18/2006 1:23 PM Soil <50 ppm 36 & 38 37 Young 41,800 ENTACT10/18/2006 1:27 PM Soil <50 ppm 36 & 38 26 Young 41,720 ENTACT10/18/2006 1:30 PM Soil <50 ppm 36 & 38 40 Young 41,430 ENTACT10/18/2006 1:32 PM Soil <50 ppm 36 & 38 23 Young 39,560 ENTACT10/18/2006 1:36 PM Soil <50 ppm 36 & 38 5 Young 41,020 ENTACT10/18/2006 1:41 PM Soil <50 ppm 36 & 38 12 Young 39,460 ENTACT10/18/2006 1:41 PM Soil <50 ppm 36 & 38 33 Young 41,620 ENTACT10/18/2006 1:49 PM Soil <50 ppm 36 & 38 1 Young 40,260 ENTACT10/18/2006 1:52 PM Soil <50 ppm 36 & 38 35 Young 42,560 ENTACT10/18/2006 1:52 PM Soil <50 ppm 36 & 38 36 Young 42,320 ENTACT10/18/2006 1:56 PM Soil <50 ppm 36 & 38 9 Young 39,540 ENTACT10/18/2006 1:57 PM Soil <50 ppm 36 & 38 11 Young 39,640 ENTACT10/18/2006 2:04 PM Soil <50 ppm 36 & 38 37 Young 41,820 ENTACT10/18/2006 2:05 PM Soil <50 ppm 36 & 38 26 Young 42,100 ENTACT10/18/2006 2:07 PM Soil <50 ppm 36 & 38 40 Young 41,990 ENTACT10/18/2006 2:11 PM Soil <50 ppm 36 & 38 23 Young 39,140 ENTACT10/18/2006 2:14 PM Soil <50 ppm 36 & 38 5 Young 40,460 ENTACT10/18/2006 2:18 PM Soil <50 ppm 36 & 38 33 Young 42,200 ENTACT10/18/2006 2:24 PM Soil <50 ppm 36 & 38 12 Young 39,660 ENTACT10/18/2006 2:25 PM Soil <50 ppm 36 & 38 1 Young 40,360 ENTACT10/18/2006 2:29 PM Soil <50 ppm 36 & 38 35 Young 42,560 ENTACT10/18/2006 2:32 PM Soil <50 ppm 36 & 38 9 Young 39,540 ENTACT10/18/2006 2:32 PM Soil <50 ppm 36 & 38 36 Young 42,040 ENTACT10/18/2006 2:36 PM Soil <50 ppm 36 & 38 11 Young 39,840 ENTACT10/18/2006 3:03 PM Soil <50 ppm 36 & 38 23 Young 39,260 ENTACT10/18/2006 3:04 PM Soil <50 ppm 36 & 38 26 Young 41,700 ENTACT10/18/2006 3:06 PM Soil <50 ppm 36 & 38 5 Young 40,320 ENTACT10/18/2006 3:07 PM Soil <50 ppm 36 & 38 40 Young 41,750 ENTACT10/18/2006 3:08 PM Soil <50 ppm 36 & 38 37 Young 41,820 ENTACT10/18/2006 3:09 PM Soil <50 ppm 36 & 38 33 Young 42,420 ENTACT10/18/2006 3:09 PM Soil <50 ppm 36 & 38 9 Young 39,580 ENTACT10/18/2006 3:11 PM Soil <50 ppm 36 & 38 12 Young 39,900 ENTACT10/18/2006 3:11 PM Soil <50 ppm 36 & 38 1 Young 39,800 ENTACT10/18/2006 3:14 PM Soil <50 ppm 36 & 38 35 Young 42,480 ENTACT10/18/2006 3:15 PM Soil <50 ppm 36 & 38 36 Young 42,440 ENTACT10/18/2006 3:18 PM Soil <50 ppm 36 & 38 11 Young 39,680 ENTACT
Daily Total 6,039,700
CRA 013968 (222)
39 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/19/2006 7:51 AM Soil <50 ppm 36 & 38 22 Young 40,100 ENTACT10/19/2006 7:51 AM Soil <50 ppm 36 & 38 5 Young 40,620 ENTACT10/19/2006 7:54 AM Soil <50 ppm 36 & 38 11 Young 40,720 ENTACT10/19/2006 7:54 AM Soil <50 ppm 36 & 38 26 Young 40,820 ENTACT10/19/2006 7:55 AM Soil <50 ppm 36 & 38 1 Young 40,220 ENTACT10/19/2006 7:57 AM Soil <50 ppm 36 & 38 35 Young 42,340 ENTACT10/19/2006 7:57 AM Soil <50 ppm 36 & 38 12 Young 39,560 ENTACT10/19/2006 7:58 AM Soil <50 ppm 36 & 38 9 Young 39,600 ENTACT10/19/2006 7:59 AM Soil <50 ppm 36 & 38 34 Young 41,610 ENTACT10/19/2006 8:00 AM Soil <50 ppm 36 & 38 8 Young 39,840 ENTACT10/19/2006 8:01 AM Soil <50 ppm 36 & 38 37 Young 41,680 ENTACT10/19/2006 8:02 AM Soil <50 ppm 36 & 38 36 Young 42,240 ENTACT10/19/2006 8:27 AM Soil <50 ppm 36 & 38 5 Young 40,260 ENTACT10/19/2006 8:28 AM Soil <50 ppm 36 & 38 22 Young 39,900 ENTACT10/19/2006 8:34 AM Soil <50 ppm 36 & 38 11 Young 39,960 ENTACT10/19/2006 8:36 AM Soil <50 ppm 36 & 38 26 Young 41,620 ENTACT10/19/2006 8:38 AM Soil <50 ppm 36 & 38 1 Young 39,400 ENTACT10/19/2006 8:41 AM Soil <50 ppm 36 & 38 35 Young 41,680 ENTACT10/19/2006 8:45 AM Soil <50 ppm 36 & 38 12 Young 39,840 ENTACT10/19/2006 8:46 AM Soil <50 ppm 36 & 38 9 Young 39,320 ENTACT10/19/2006 8:46 AM Soil <50 ppm 36 & 38 8 Young 39,980 ENTACT10/19/2006 8:49 AM Soil <50 ppm 36 & 38 34 Young 41,970 ENTACT10/19/2006 8:52 AM Soil <50 ppm 36 & 38 37 Young 42,200 ENTACT10/19/2006 8:56 AM Soil <50 ppm 36 & 38 36 Young 41,880 ENTACT10/19/2006 9:11 AM Soil <50 ppm 36 & 38 5 Young 40,380 ENTACT10/19/2006 9:12 AM Soil <50 ppm 36 & 38 26 Young 41,280 ENTACT10/19/2006 9:13 AM Soil <50 ppm 36 & 38 22 Young 40,020 ENTACT10/19/2006 9:15 AM Soil <50 ppm 36 & 38 11 Young 39,940 ENTACT10/19/2006 9:15 AM Soil <50 ppm 36 & 38 35 Young 42,020 ENTACT10/19/2006 9:18 AM Soil <50 ppm 36 & 38 9 Young 39,520 ENTACT10/19/2006 9:20 AM Soil <50 ppm 36 & 38 1 Young 39,160 ENTACT10/19/2006 9:21 AM Soil <50 ppm 36 & 38 12 Young 40,060 ENTACT10/19/2006 9:22 AM Soil <50 ppm 36 & 38 8 Young 38,900 ENTACT10/19/2006 9:24 AM Soil <50 ppm 36 & 38 34 Young 41,950 ENTACT10/19/2006 9:26 AM Soil <50 ppm 36 & 38 37 Young 41,620 ENTACT10/19/2006 9:32 AM Soil <50 ppm 36 & 38 36 Young 41,920 ENTACT10/19/2006 9:51 AM Soil <50 ppm 36 & 38 5 Young 39,880 ENTACT10/19/2006 10:01 AM Soil <50 ppm 36 & 38 26 Young 41,740 ENTACT10/19/2006 10:02 AM Soil <50 ppm 36 & 38 22 Young 39,560 ENTACT10/19/2006 10:03 AM Soil <50 ppm 36 & 38 11 Young 39,760 ENTACT10/19/2006 10:04 AM Soil <50 ppm 36 & 38 9 Young 40,220 ENTACT10/19/2006 10:05 AM Soil <50 ppm 36 & 38 35 Young 41,780 ENTACT10/19/2006 10:10 AM Soil <50 ppm 36 & 38 12 Young 39,420 ENTACT10/19/2006 10:12 AM Soil <50 ppm 36 & 38 1 Young 40,200 ENTACT10/19/2006 10:13 AM Soil <50 ppm 36 & 38 8 Young 38,820 ENTACT10/19/2006 10:19 AM Soil <50 ppm 36 & 38 34 Young 42,030 ENTACT10/19/2006 10:21 AM Soil <50 ppm 36 & 38 37 Young 41,480 ENTACT10/19/2006 10:28 AM Soil <50 ppm 36 & 38 5 Young 39,280 ENTACT10/19/2006 10:29 AM Soil <50 ppm 36 & 38 36 Young 42,420 ENTACT
Daily Total 1,990,720
CRA 013968 (222)
40 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/20/2006 7:48 AM Soil <50 ppm 30, 36 & 38 22 Young 39,520 ENTACT10/20/2006 7:48 AM Soil <50 ppm 30, 36 & 38 34 Young 41,670 ENTACT10/20/2006 7:49 AM Soil <50 ppm 30, 36 & 38 26 Young 41,420 ENTACT10/20/2006 7:51 AM Soil <50 ppm 30, 36 & 38 1 Young 40,480 ENTACT10/20/2006 7:53 AM Soil <50 ppm 30, 36 & 38 11 Young 39,800 ENTACT10/20/2006 7:53 AM Soil <50 ppm 30, 36 & 38 5 Young 39,860 ENTACT10/20/2006 7:54 AM Soil <50 ppm 30, 36 & 38 35 Young 42,360 ENTACT10/20/2006 7:55 AM Soil <50 ppm 30, 36 & 38 9 Young 39,580 ENTACT10/20/2006 7:57 AM Soil <50 ppm 30, 36 & 38 8 Young 39,720 ENTACT10/20/2006 7:59 AM Soil <50 ppm 30, 36 & 38 36 Young 42,280 ENTACT10/20/2006 7:59 AM Soil <50 ppm 30, 36 & 38 12 Young 39,420 ENTACT10/20/2006 8:00 AM Soil <50 ppm 30, 36 & 38 37 Young 41,920 ENTACT10/20/2006 8:23 AM Soil <50 ppm 30, 36 & 38 22 Young 40,280 ENTACT10/20/2006 8:25 AM Soil <50 ppm 30, 36 & 38 34 Young 42,110 ENTACT10/20/2006 8:27 AM Soil <50 ppm 30, 36 & 38 26 Young 41,540 ENTACT10/20/2006 8:29 AM Soil <50 ppm 30, 36 & 38 1 Young 39,940 ENTACT10/20/2006 8:34 AM Soil <50 ppm 30, 36 & 38 36 Young 46,180 ENTACT10/20/2006 8:37 AM Soil <50 ppm 30, 36 & 38 35 Young 42,580 ENTACT10/20/2006 8:38 AM Soil <50 ppm 30, 36 & 38 11 Young 39,700 ENTACT10/20/2006 8:38 AM Soil <50 ppm 30, 36 & 38 9 Young 38,760 ENTACT10/20/2006 8:38 AM Soil <50 ppm 30, 36 & 38 8 Young 39,680 ENTACT10/20/2006 8:39 AM Soil <50 ppm 30, 36 & 38 12 Young 36,940 ENTACT10/20/2006 8:40 AM Soil <50 ppm 30, 36 & 38 5 Young 39,780 ENTACT10/20/2006 8:42 AM Soil <50 ppm 30, 36 & 38 37 Young 41,540 ENTACT10/20/2006 8:52 AM Soil <50 ppm 30, 36 & 38 22 Young 40,280 ENTACT10/20/2006 8:54 AM Soil <50 ppm 30, 36 & 38 34 Young 40,510 ENTACT10/20/2006 8:55 AM Soil <50 ppm 30, 36 & 38 26 Young 40,300 ENTACT10/20/2006 9:01 AM Soil <50 ppm 30, 36 & 38 1 Young 38,340 ENTACT10/20/2006 9:08 AM Soil <50 ppm 30, 36 & 38 36 Young 39,580 ENTACT10/20/2006 9:09 AM Soil <50 ppm 30, 36 & 38 8 Young 37,620 ENTACT10/20/2006 9:10 AM Soil <50 ppm 30, 36 & 38 35 Young 41,660 ENTACT10/20/2006 9:10 AM Soil <50 ppm 30, 36 & 38 9 Young 38,320 ENTACT10/20/2006 9:15 AM Soil <50 ppm 30, 36 & 38 11 Young 40,020 ENTACT10/20/2006 9:16 AM Soil <50 ppm 30, 36 & 38 5 Young 40,360 ENTACT10/20/2006 9:18 AM Soil <50 ppm 30, 36 & 38 12 Young 40,100 ENTACT10/20/2006 9:19 AM Soil <50 ppm 30, 36 & 38 37 Young 41,380 ENTACT10/20/2006 9:31 AM Soil <50 ppm 30, 36 & 38 22 Young 39,780 ENTACT10/20/2006 9:31 AM Soil <50 ppm 30, 36 & 38 1 Young 39,660 ENTACT10/20/2006 9:33 AM Soil <50 ppm 30, 36 & 38 34 Young 41,690 ENTACT10/20/2006 9:35 AM Soil <50 ppm 30, 36 & 38 26 Young 41,160 ENTACT10/20/2006 9:38 AM Soil <50 ppm 30, 36 & 38 8 Young 38,960 ENTACT10/20/2006 9:43 AM Soil <50 ppm 30, 36 & 38 36 Young 42,100 ENTACT10/20/2006 9:45 AM Soil <50 ppm 30, 36 & 38 9 Young 39,900 ENTACT10/20/2006 9:46 AM Soil <50 ppm 30, 36 & 38 11 Young 39,980 ENTACT10/20/2006 9:46 AM Soil <50 ppm 30, 36 & 38 35 Young 42,020 ENTACT10/20/2006 9:50 AM Soil <50 ppm 30, 36 & 38 5 Young 39,680 ENTACT10/20/2006 9:56 AM Soil <50 ppm 30, 36 & 38 12 Young 38,900 ENTACT10/20/2006 9:56 AM Soil <50 ppm 30, 36 & 38 37 Young 41,460 ENTACT10/20/2006 10:02 AM Soil <50 ppm 30, 36 & 38 22 Young 39,200 ENTACT10/20/2006 10:04 AM Soil <50 ppm 30, 36 & 38 1 Young 40,300 ENTACT10/20/2006 10:08 AM Soil <50 ppm 30, 36 & 38 34 Young 41,530 ENTACT10/20/2006 10:09 AM Soil <50 ppm 30, 36 & 38 26 Young 41,940 ENTACT10/20/2006 10:10 AM Soil <50 ppm 30, 36 & 38 8 Young 38,820 ENTACT10/20/2006 10:15 AM Soil <50 ppm 30, 36 & 38 36 Young 42,280 ENTACT10/20/2006 10:16 AM Soil <50 ppm 30, 36 & 38 11 Young 39,920 ENTACT10/20/2006 10:22 AM Soil <50 ppm 30, 36 & 38 35 Young 41,880 ENTACT10/20/2006 10:26 AM Soil <50 ppm 30, 36 & 38 9 Young 39,880 ENTACT
CRA 013968 (222)
41 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/20/2006 10:27 AM Soil <50 ppm 30, 36 & 38 5 Young 39,940 ENTACT10/20/2006 10:33 AM Soil <50 ppm 30, 36 & 38 12 Young 39,740 ENTACT10/20/2006 10:34 AM Soil <50 ppm 30, 36 & 38 37 Young 41,660 ENTACT10/20/2006 10:35 AM Soil <50 ppm 30, 36 & 38 22 Young 39,460 ENTACT10/20/2006 10:36 AM Soil <50 ppm 30, 36 & 38 1 Young 39,660 ENTACT10/20/2006 10:39 AM Soil <50 ppm 30, 36 & 38 34 Young 41,750 ENTACT10/20/2006 10:43 AM Soil <50 ppm 30, 36 & 38 8 Young 39,140 ENTACT10/20/2006 10:44 AM Soil <50 ppm 30, 36 & 38 11 Young 39,700 ENTACT10/20/2006 10:45 AM Soil <50 ppm 30, 36 & 38 26 Young 41,800 ENTACT10/20/2006 10:49 AM Soil <50 ppm 30, 36 & 38 36 Young 42,020 ENTACT10/20/2006 10:52 AM Soil <50 ppm 30, 36 & 38 35 Young 41,920 ENTACT10/20/2006 11:00 AM Soil <50 ppm 30, 36 & 38 5 Young 39,560 ENTACT10/20/2006 11:01 AM Soil <50 ppm 30, 36 & 38 9 Young 39,820 ENTACT10/20/2006 11:05 AM Soil <50 ppm 30, 36 & 38 12 Young 39,240 ENTACT10/20/2006 11:08 AM Soil <50 ppm 30, 36 & 38 37 Young 41,720 ENTACT10/20/2006 11:09 AM Soil <50 ppm 30, 36 & 38 1 Young 39,920 ENTACT10/20/2006 11:09 AM Soil <50 ppm 30, 36 & 38 22 Young 39,300 ENTACT10/20/2006 11:10 AM Soil <50 ppm 30, 36 & 38 8 Young 39,220 ENTACT10/20/2006 11:12 AM Soil <50 ppm 30, 36 & 38 34 Young 41,650 ENTACT10/20/2006 11:14 AM Soil <50 ppm 30, 36 & 38 11 Young 39,200 ENTACT10/20/2006 11:16 AM Soil <50 ppm 30, 36 & 38 26 Young 41,180 ENTACT10/20/2006 11:24 AM Soil <50 ppm 30, 36 & 38 36 Young 42,040 ENTACT10/20/2006 12:00 PM Soil <50 ppm 30, 36 & 38 35 Young 42,240 ENTACT10/20/2006 12:04 PM Soil <50 ppm 30, 36 & 38 34 Young 41,470 ENTACT10/20/2006 12:05 PM Soil <50 ppm 30, 36 & 38 37 Young 40,960 ENTACT10/20/2006 12:06 PM Soil <50 ppm 30, 36 & 38 26 Young 40,740 ENTACT10/20/2006 12:10 PM Soil <50 ppm 30, 36 & 38 5 Young 40,280 ENTACT10/20/2006 12:14 PM Soil <50 ppm 30, 36 & 38 12 Young 39,280 ENTACT10/20/2006 12:15 PM Soil <50 ppm 30, 36 & 38 8 Young 39,660 ENTACT10/20/2006 12:15 PM Soil <50 ppm 30, 36 & 38 9 Young 39,540 ENTACT10/20/2006 12:16 PM Soil <50 ppm 30, 36 & 38 1 Young 39,760 ENTACT10/20/2006 12:17 PM Soil <50 ppm 30, 36 & 38 11 Young 39,920 ENTACT10/20/2006 12:19 PM Soil <50 ppm 30, 36 & 38 36 Young 42,040 ENTACT10/20/2006 12:33 PM Soil <50 ppm 30, 36 & 38 22 Young 38,980 ENTACT10/20/2006 12:37 PM Soil <50 ppm 30, 36 & 38 35 Young 42,200 ENTACT10/20/2006 12:39 PM Soil <50 ppm 30, 36 & 38 37 Young 41,820 ENTACT10/20/2006 12:39 PM Soil <50 ppm 30, 36 & 38 34 Young 41,430 ENTACT10/20/2006 12:41 PM Soil <50 ppm 30, 36 & 38 26 Young 41,260 ENTACT10/20/2006 12:43 PM Soil <50 ppm 30, 36 & 38 5 Young 39,820 ENTACT10/20/2006 12:44 PM Soil <50 ppm 30, 36 & 38 9 Young 39,740 ENTACT10/20/2006 12:48 PM Soil <50 ppm 30, 36 & 38 1 Young 39,580 ENTACT10/20/2006 12:49 PM Soil <50 ppm 30, 36 & 38 12 Young 39,920 ENTACT10/20/2006 12:50 PM Soil <50 ppm 30, 36 & 38 11 Young 39,820 ENTACT10/20/2006 12:54 PM Soil <50 ppm 30, 36 & 38 36 Young 41,820 ENTACT10/20/2006 1:04 PM Soil <50 ppm 30, 36 & 38 22 Young 39,420 ENTACT10/20/2006 1:09 PM Soil <50 ppm 30, 36 & 38 26 Young 40,760 ENTACT10/20/2006 1:12 PM Soil <50 ppm 30, 36 & 38 37 Young 41,000 ENTACT10/20/2006 1:13 PM Soil <50 ppm 30, 36 & 38 8 Young 38,860 ENTACT10/20/2006 1:14 PM Soil <50 ppm 30, 36 & 38 35 Young 41,700 ENTACT10/20/2006 1:15 PM Soil <50 ppm 30, 36 & 38 34 Young 41,870 ENTACT10/20/2006 1:17 PM Soil <50 ppm 30, 36 & 38 5 Young 39,700 ENTACT10/20/2006 1:19 PM Soil <50 ppm 30, 36 & 38 9 Young 39,780 ENTACT10/20/2006 1:19 PM Soil <50 ppm 30, 36 & 38 1 Young 40,040 ENTACT10/20/2006 1:20 PM Soil <50 ppm 30, 36 & 38 12 Young 39,300 ENTACT10/20/2006 1:20 PM Soil <50 ppm 30, 36 & 38 11 Young 39,420 ENTACT10/20/2006 1:27 PM Soil <50 ppm 30, 36 & 38 36 Young 41,500 ENTACT10/20/2006 1:36 PM Soil <50 ppm 30, 36 & 38 22 Young 39,760 ENTACT
CRA 013968 (222)
42 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/20/2006 1:39 PM Soil <50 ppm 30, 36 & 38 26 Young 40,900 ENTACT10/20/2006 1:41 PM Soil <50 ppm 30, 36 & 38 8 Young 39,480 ENTACT10/20/2006 1:41 PM Soil <50 ppm 30, 36 & 38 37 Young 41,780 ENTACT10/20/2006 1:49 PM Soil <50 ppm 30, 36 & 38 34 Young 41,370 ENTACT10/20/2006 1:51 PM Soil <50 ppm 30, 36 & 38 35 Young 42,360 ENTACT10/20/2006 1:52 PM Soil <50 ppm 30, 36 & 38 12 Young 39,380 ENTACT10/20/2006 1:54 PM Soil <50 ppm 30, 36 & 38 5 Young 40,180 ENTACT10/20/2006 1:54 PM Soil <50 ppm 30, 36 & 38 11 Young 39,960 ENTACT10/20/2006 1:55 PM Soil <50 ppm 30, 36 & 38 9 Young 39,100 ENTACT10/20/2006 1:55 PM Soil <50 ppm 30, 36 & 38 1 Young 39,840 ENTACT10/20/2006 2:01 PM Soil <50 ppm 30, 36 & 38 36 Young 41,720 ENTACT10/20/2006 2:06 PM Soil <50 ppm 30, 36 & 38 22 Young 39,140 ENTACT10/20/2006 2:10 PM Soil <50 ppm 30, 36 & 38 26 Young 41,600 ENTACT10/20/2006 2:11 PM Soil <50 ppm 30, 36 & 38 8 Young 38,800 ENTACT10/20/2006 2:17 PM Soil <50 ppm 30, 36 & 38 37 Young 41,900 ENTACT10/20/2006 2:20 PM Soil <50 ppm 30, 36 & 38 34 Young 42,050 ENTACT10/20/2006 2:29 PM Soil <50 ppm 30, 36 & 38 35 Young 42,420 ENTACT10/20/2006 2:31 PM Soil <50 ppm 30, 36 & 38 5 Young 40,240 ENTACT10/20/2006 2:33 PM Soil <50 ppm 30, 36 & 38 11 Young 40,100 ENTACT10/20/2006 2:34 PM Soil <50 ppm 30, 36 & 38 9 Young 40,120 ENTACT10/20/2006 NA Soil <50 ppm 30, 36 & 38 8 Young 39,940 ENTACT
Daily Total 5,463,980
CRA 013968 (222)
43 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/21/2006 7:23 AM Soil <50 ppm 30, 36 & 38 5 Young 39,760 ENTACT10/21/2006 7:24 AM Soil <50 ppm 30, 36 & 38 40 Young 42,190 ENTACT10/21/2006 7:25 AM Soil <50 ppm 30, 36 & 38 9 Young 39,480 ENTACT10/21/2006 7:47 AM Soil <50 ppm 30, 36 & 38 11 Young 39,940 ENTACT10/21/2006 7:48 AM Soil <50 ppm 30, 36 & 38 1 Young 39,800 ENTACT10/21/2006 7:50 AM Soil <50 ppm 30, 36 & 38 34 Young 41,830 ENTACT10/21/2006 7:50 AM Soil <50 ppm 30, 36 & 38 26 Young 40,900 ENTACT10/21/2006 7:53 AM Soil <50 ppm 30, 36 & 38 27 Young 41,240 ENTACT10/21/2006 7:54 AM Soil <50 ppm 30, 36 & 38 35 Young 41,620 ENTACT10/21/2006 7:55 AM Soil <50 ppm 30, 36 & 38 8 Young 39,000 ENTACT10/21/2006 7:59 AM Soil <50 ppm 30, 36 & 38 37 Young 41,820 ENTACT10/21/2006 8:01 AM Soil <50 ppm 30, 36 & 38 36 Young 42,340 ENTACT10/21/2006 8:08 AM Soil <50 ppm 30, 36 & 38 40 Young 41,870 ENTACT10/21/2006 8:08 AM Soil <50 ppm 30, 36 & 38 9 Young 40,000 ENTACT10/21/2006 8:12 AM Soil <50 ppm 22 Culvert 12 Young 35,760 SES10/21/2006 8:13 AM Soil <50 ppm 30, 36 & 38 5 Young 40,280 ENTACT10/21/2006 8:18 AM Soil <50 ppm 30, 36 & 38 1 Young 40,440 ENTACT10/21/2006 8:21 AM Soil <50 ppm 30, 36 & 38 11 Young 39,680 ENTACT10/21/2006 8:22 AM Soil <50 ppm 22 Culvert 6 Young 35,380 SES10/21/2006 8:28 AM Soil <50 ppm 30, 36 & 38 34 Young 42,430 ENTACT10/21/2006 8:30 AM Soil <50 ppm 30, 36 & 38 35 Young 42,180 ENTACT10/21/2006 8:31 AM Soil <50 ppm 22 Culvert 23 Young 28,380 SES10/21/2006 8:32 AM Soil <50 ppm 30, 36 & 38 8 Young 39,680 ENTACT10/21/2006 8:34 AM Soil <50 ppm 30, 36 & 38 37 Young 41,560 ENTACT10/21/2006 8:40 AM Soil <50 ppm 22 Culvert 12 Young 33,500 SES10/21/2006 8:40 AM Soil <50 ppm 30, 36 & 38 26 Young 41,760 ENTACT10/21/2006 8:41 AM Soil <50 ppm 30, 36 & 38 27 Young 41,640 ENTACT10/21/2006 8:42 AM Soil <50 ppm 30, 36 & 38 36 Young 41,740 ENTACT10/21/2006 8:46 AM Soil <50 ppm 30, 36 & 38 9 Young 39,780 ENTACT10/21/2006 8:46 AM Soil <50 ppm 30, 36 & 38 40 Young 41,430 ENTACT10/21/2006 8:47 AM Soil <50 ppm 30, 36 & 38 1 Young 39,960 ENTACT10/21/2006 8:52 AM Soil <50 ppm 30, 36 & 38 5 Young 40,280 ENTACT10/21/2006 8:53 AM Soil <50 ppm 22 Culvert 6 Young 32,000 SES10/21/2006 8:56 AM Soil <50 ppm 30, 36 & 38 11 Young 39,620 ENTACT10/21/2006 9:00 AM Soil <50 ppm 30, 36 & 38 34 Young 41,490 ENTACT10/21/2006 9:02 AM Soil <50 ppm 30, 36 & 38 35 Young 42,360 ENTACT10/21/2006 9:04 AM Soil <50 ppm 22 Culvert 23 Young 31,580 SES10/21/2006 9:08 AM Soil <50 ppm 30, 36 & 38 37 Young 40,880 ENTACT10/21/2006 9:10 AM Soil <50 ppm 30, 36 & 38 8 Young 38,880 ENTACT10/21/2006 9:13 AM Soil <50 ppm 22 Culvert 12 Young 28,380 SES10/21/2006 9:13 AM Soil <50 ppm 30, 36 & 38 26 Young 41,100 ENTACT10/21/2006 9:15 AM Soil <50 ppm 30, 36 & 38 27 Young 41,520 ENTACT10/21/2006 9:17 AM Soil <50 ppm 30, 36 & 38 36 Young 41,920 ENTACT10/21/2006 9:20 AM Soil <50 ppm 30, 36 & 38 40 Young 41,230 ENTACT10/21/2006 9:21 AM Soil <50 ppm 30, 36 & 38 9 Young 39,580 ENTACT10/21/2006 9:25 AM Soil <50 ppm 22 Culvert 6 Young 33,300 SES10/21/2006 9:25 AM Soil <50 ppm 30, 36 & 38 5 Young 39,880 ENTACT10/21/2006 9:26 AM Soil <50 ppm 30, 36 & 38 1 Young 39,400 ENTACT10/21/2006 9:29 AM Soil <50 ppm 30, 36 & 38 11 Young 39,220 ENTACT10/21/2006 9:29 AM Soil <50 ppm 30, 36 & 38 34 Young 41,690 ENTACT10/21/2006 9:36 AM Soil <50 ppm 22 Culvert 23 Young 31,940 SES10/21/2006 9:37 AM Soil <50 ppm 30, 36 & 38 35 Young 41,580 ENTACT10/21/2006 9:45 AM Soil <50 ppm 22 Culvert 12 Young 32,060 SES10/21/2006 9:46 AM Soil <50 ppm 30, 36 & 38 8 Young 38,780 ENTACT10/21/2006 9:47 AM Soil <50 ppm 30, 36 & 38 37 Young 41,540 ENTACT10/21/2006 9:52 AM Soil <50 ppm 30, 36 & 38 26 Young 41,380 ENTACT10/21/2006 9:54 AM Soil <50 ppm 30, 36 & 38 27 Young 41,880 ENTACT
CRA 013968 (222)
44 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/21/2006 9:55 AM Soil <50 ppm 30, 36 & 38 40 Young 41,730 ENTACT10/21/2006 9:56 AM Soil <50 ppm 30, 36 & 38 36 Young 41,860 ENTACT10/21/2006 9:58 AM Soil <50 ppm 22 Culvert 6 Young 31,380 SES10/21/2006 9:59 AM Soil <50 ppm 30, 36 & 38 9 Young 39,480 ENTACT10/21/2006 10:00 AM Soil <50 ppm 30, 36 & 38 1 Young 39,920 ENTACT10/21/2006 10:01 AM Soil <50 ppm 30, 36 & 38 5 Young 39,600 ENTACT10/21/2006 10:02 AM Soil <50 ppm 30, 36 & 38 11 Young 39,720 ENTACT10/21/2006 10:04 AM Soil <50 ppm 30, 36 & 38 34 Young 41,910 ENTACT10/21/2006 10:08 AM Soil <50 ppm 22 Culvert 23 Young 28,400 SES10/21/2006 10:08 AM Soil <50 ppm 30, 36 & 38 35 Young 41,540 ENTACT10/21/2006 10:18 AM Soil <50 ppm 22 Culvert 12 Young 32,100 SES10/21/2006 10:24 AM Soil <50 ppm 30, 36 & 38 8 Young 39,700 ENTACT10/21/2006 10:25 AM Soil <50 ppm 30, 36 & 38 37 Young 40,880 ENTACT10/21/2006 10:27 AM Soil <50 ppm 22 Culvert 6 Young 35,140 SES10/21/2006 10:30 AM Soil <50 ppm 30, 36 & 38 27 Young 41,340 ENTACT10/21/2006 10:31 AM Soil <50 ppm 30, 36 & 38 40 Young 41,650 ENTACT10/21/2006 10:34 AM Soil <50 ppm 30, 36 & 38 26 Young 41,400 ENTACT10/21/2006 10:36 AM Soil <50 ppm 30, 36 & 38 36 Young 42,160 ENTACT10/21/2006 10:37 AM Soil <50 ppm 30, 36 & 38 5 Young 40,300 ENTACT10/21/2006 10:37 AM Soil <50 ppm 30, 36 & 38 9 Young 39,720 ENTACT10/21/2006 10:38 AM Soil <50 ppm 30, 36 & 38 1 Young 39,940 ENTACT10/21/2006 10:39 AM Soil <50 ppm 30, 36 & 38 11 Young 39,020 ENTACT10/21/2006 10:40 AM Soil <50 ppm 22 Culvert 23 Young 32,020 SES10/21/2006 10:40 AM Soil <50 ppm 30, 36 & 38 34 Young 42,190 ENTACT10/21/2006 10:44 AM Soil <50 ppm 30, 36 & 38 35 Young 41,560 ENTACT10/21/2006 10:48 AM Soil <50 ppm 22 Culvert 12 Young 29,360 SES10/21/2006 10:57 AM Soil <50 ppm 30, 36 & 38 37 Young 40,520 ENTACT10/21/2006 10:58 AM Soil <50 ppm 22 Culvert 6 Young 29,560 SES10/21/2006 10:58 AM Soil <50 ppm 30, 36 & 38 8 Young 39,720 ENTACT10/21/2006 11:00 AM Soil <50 ppm 30, 36 & 38 27 Young 41,440 ENTACT10/21/2006 11:03 AM Soil <50 ppm 30, 36 & 38 40 Young 41,210 ENTACT10/21/2006 11:06 AM Soil <50 ppm 30, 36 & 38 26 Young 41,020 ENTACT10/21/2006 11:07 AM Soil <50 ppm 22 Culvert 23 Young 28,400 SES10/21/2006 11:09 AM Soil <50 ppm 30, 36 & 38 9 Young 38,860 ENTACT10/21/2006 11:10 AM Soil <50 ppm 30, 36 & 38 36 Young 41,320 ENTACT10/21/2006 11:12 AM Soil <50 ppm 30, 36 & 38 11 Young 39,580 ENTACT10/21/2006 11:13 AM Soil <50 ppm 30, 36 & 38 5 Young 39,760 ENTACT10/21/2006 11:14 AM Soil <50 ppm 30, 36 & 38 1 Young 39,660 ENTACT10/21/2006 11:16 AM Soil <50 ppm 30, 36 & 38 34 Young 41,170 ENTACT10/21/2006 11:18 AM Soil <50 ppm 22 Culvert 12 Young 30,180 SES10/21/2006 12:01 PM Soil <50 ppm 30, 36 & 38 35 Young 42,360 ENTACT10/21/2006 12:02 PM Soil <50 ppm 22 Culvert 6 Young 28,420 SES10/21/2006 12:02 PM Soil <50 ppm 22 Culvert 23 Young 28,420 SES10/21/2006 12:03 PM Soil <50 ppm 30, 36 & 38 8 Young 39,920 ENTACT10/21/2006 12:04 PM Soil <50 ppm 30, 36 & 38 27 Young 42,220 ENTACT10/21/2006 12:05 PM Soil <50 ppm 30, 36 & 38 40 Young 41,510 ENTACT10/21/2006 12:08 PM Soil <50 ppm 30, 36 & 38 37 Young 41,400 ENTACT10/21/2006 12:12 PM Soil <50 ppm 30, 36 & 38 26 Young 40,720 ENTACT10/21/2006 12:13 PM Soil <50 ppm 30, 36 & 38 11 Young 39,920 ENTACT10/21/2006 12:14 PM Soil <50 ppm 30, 36 & 38 9 Young 40,160 ENTACT10/21/2006 12:14 PM Soil <50 ppm 30, 36 & 38 36 Young 41,960 ENTACT10/21/2006 12:16 PM Soil <50 ppm 30, 36 & 38 1 Young 40,340 ENTACT10/21/2006 12:17 PM Soil <50 ppm 30, 36 & 38 5 Young 40,520 ENTACT10/21/2006 12:18 PM Soil <50 ppm 30, 36 & 38 34 Young 41,350 ENTACT10/21/2006 12:34 PM Soil <50 ppm 30, 36 & 38 8 Young 38,780 ENTACT10/21/2006 12:36 PM Soil <50 ppm 30, 36 & 38 35 Young 42,180 ENTACT10/21/2006 12:38 PM Soil <50 ppm 30, 36 & 38 27 Young 41,420 ENTACT
CRA 013968 (222)
45 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/21/2006 12:40 PM Soil <50 ppm 30, 36 & 38 40 Young 41,590 ENTACT10/21/2006 12:45 PM Soil <50 ppm 30, 36 & 38 37 Young 41,820 ENTACT10/21/2006 12:49 PM Soil <50 ppm 30, 36 & 38 9 Young 39,040 ENTACT10/21/2006 12:50 PM Soil <50 ppm 30, 36 & 38 11 Young 39,680 ENTACT10/21/2006 12:54 PM Soil <50 ppm 30, 36 & 38 26 Young 41,080 ENTACT10/21/2006 12:56 PM Soil <50 ppm 30, 36 & 38 5 Young 40,340 ENTACT10/21/2006 12:58 PM Soil <50 ppm 30, 36 & 38 1 Young 39,660 ENTACT10/21/2006 12:58 PM Soil <50 ppm 30, 36 & 38 34 Young 41,870 ENTACT10/21/2006 12:59 PM Soil <50 ppm 30, 36 & 38 36 Young 41,920 ENTACT10/21/2006 1:06 PM Soil <50 ppm 30, 36 & 38 8 Young 39,380 ENTACT10/21/2006 1:09 PM Soil <50 ppm 30, 36 & 38 35 Young 42,100 ENTACT10/21/2006 1:09 PM Soil <50 ppm 30, 36 & 38 27 Young 41,100 ENTACT10/21/2006 1:12 PM Soil <50 ppm 30, 36 & 38 40 Young 41,190 ENTACT10/21/2006 1:14 PM Soil <50 ppm 22 Culvert 12 Young 27,520 SES10/21/2006 1:17 PM Soil <50 ppm 30, 36 & 38 37 Young 41,360 ENTACT10/21/2006 1:17 PM Soil <50 ppm 30, 36 & 38 9 Young 39,300 ENTACT10/21/2006 1:22 PM Soil <50 ppm 30, 36 & 38 11 Young 40,080 ENTACT10/21/2006 1:23 PM Soil <50 ppm 22 Culvert 6 Young 29,040 SES10/21/2006 1:26 PM Soil <50 ppm 30, 36 & 38 26 Young 41,820 ENTACT10/21/2006 1:31 PM Soil <50 ppm 22 Culvert 23 Young 30,120 SES10/21/2006 1:32 PM Soil <50 ppm 30, 36 & 38 5 Young 40,500 ENTACT10/21/2006 1:32 PM Soil <50 ppm 30, 36 & 38 1 Young 40,160 ENTACT10/21/2006 1:34 PM Soil <50 ppm 30, 36 & 38 36 Young 42,120 ENTACT10/21/2006 1:37 PM Soil <50 ppm 30, 36 & 38 8 Young 40,100 ENTACT10/21/2006 1:37 PM Soil <50 ppm 30, 36 & 38 34 Young 41,870 ENTACT10/21/2006 1:41 PM Soil <50 ppm 30, 36 & 38 35 Young 42,200 ENTACT10/21/2006 1:42 PM Soil <50 ppm 22 Culvert 12 Young 28,200 SES10/21/2006 1:42 PM Soil <50 ppm 30, 36 & 38 27 Young 42,180 ENTACT10/21/2006 1:48 PM Soil <50 ppm 30, 36 & 38 40 Young 42,410 ENTACT10/21/2006 1:49 PM Soil <50 ppm 22 Culvert 6 Young 27,300 SES10/21/2006 1:51 PM Soil <50 ppm 30, 36 & 38 37 Young 41,320 ENTACT10/21/2006 1:55 PM Soil <50 ppm 30, 36 & 38 11 Young 39,480 ENTACT10/21/2006 1:56 PM Soil <50 ppm 30, 36 & 38 9 Young 39,920 ENTACT10/21/2006 1:57 PM Soil <50 ppm 22 Culvert 23 Young 26,480 SES10/21/2006 2:02 PM Soil <50 ppm 30, 36 & 38 26 Young 41,700 ENTACT10/21/2006 2:04 PM Soil <50 ppm 30, 36 & 38 5 Young 40,260 ENTACT10/21/2006 2:06 PM Soil <50 ppm 30, 36 & 38 1 Young 39,720 ENTACT10/21/2006 2:07 PM Soil <50 ppm 22 Culvert 12 Young 29,900 SES10/21/2006 2:08 PM Soil <50 ppm 30, 36 & 38 36 Young 42,140 ENTACT10/21/2006 2:14 PM Soil <50 ppm 22 Culvert 6 Young 27,240 SES10/21/2006 2:15 PM Soil <50 ppm 30, 36 & 38 8 Young 39,580 ENTACT10/21/2006 2:23 PM Soil <50 ppm 22 Culvert 23 Young 27,600 SES10/21/2006 2:35 PM Soil <50 ppm 22 Culvert 12 Young 26,540 SES10/21/2006 2:44 PM Soil <50 ppm 22 Culvert 6 Young 32,300 SES10/21/2006 3:00 PM Soil <50 ppm 22 Culvert 23 Young 30,920 SES10/21/2006 3:04 PM Soil <50 ppm 22 Culvert 12 Young 31,840 SES10/21/2006 3:11 PM Soil <50 ppm 22 Culvert 6 Young 30,080 SES10/21/2006 3:24 PM Soil <50 ppm 22 Culvert 12 Young 31,300 SES10/21/2006 3:45 PM Soil <50 ppm 22 Culvert 23 Young 31,080 SES10/21/2006 3:46 PM Soil <50 ppm 22 Culvert 6 Young 28,160 SES
Daily Total 6,293,470
CRA 013968 (222)
46 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/23/2006 7:16 AM Soil <50 ppm 30, 36 & 38 26 Young 41,580 ENTACT10/23/2006 7:21 AM Soil <50 ppm 30, 36 & 38 11 Young 39,740 ENTACT10/23/2006 7:46 AM Soil <50 ppm 30, 36 & 38 1 Young 39,520 ENTACT10/23/2006 7:46 AM Soil <50 ppm 30, 36 & 38 5 Young 40,400 ENTACT10/23/2006 7:47 AM Soil <50 ppm 30, 36 & 38 9 Young 39,560 ENTACT10/23/2006 7:49 AM Soil <50 ppm 30, 36 & 38 34 Young 41,430 ENTACT10/23/2006 7:50 AM Soil <50 ppm 30, 36 & 38 37 Young 42,020 ENTACT10/23/2006 7:51 AM Soil <50 ppm 30, 36 & 38 8 Young 39,440 ENTACT10/23/2006 7:52 AM Soil <50 ppm 30, 36 & 38 12 Young 39,640 ENTACT10/23/2006 7:53 AM Soil <50 ppm 30, 36 & 38 35 Young 42,620 ENTACT10/23/2006 7:58 AM Soil <50 ppm 30, 36 & 38 22 Young 39,200 ENTACT10/23/2006 8:06 AM Soil <50 ppm 30, 36 & 38 36 Young 42,440 ENTACT10/23/2006 8:10 AM Soil <50 ppm 30, 36 & 38 11 Young 40,120 ENTACT10/23/2006 8:12 AM Soil <50 ppm 30, 36 & 38 26 Young 41,760 ENTACT10/23/2006 8:13 AM Soil <50 ppm 30, 36 & 38 1 Young 40,380 ENTACT10/23/2006 8:21 AM Soil <50 ppm 30, 36 & 38 5 Young 40,000 ENTACT10/23/2006 8:21 AM Soil <50 ppm 30, 36 & 38 9 Young 39,900 ENTACT10/23/2006 8:25 AM Soil <50 ppm 30, 36 & 38 34 Young 42,030 ENTACT10/23/2006 8:34 AM Soil <50 ppm 30, 36 & 38 12 Young 39,580 ENTACT10/23/2006 8:35 AM Soil <50 ppm 30, 36 & 38 8 Young 39,540 ENTACT10/23/2006 8:38 AM Soil <50 ppm 30, 36 & 38 37 Young 42,040 ENTACT10/23/2006 8:40 AM Soil <50 ppm 30, 36 & 38 35 Young 42,080 ENTACT10/23/2006 8:44 AM Soil <50 ppm 30, 36 & 38 22 Young 39,640 ENTACT10/23/2006 8:46 AM Soil <50 ppm 30, 36 & 38 36 Young 41,900 ENTACT10/23/2006 8:50 AM Soil <50 ppm 30, 36 & 38 1 Young 40,260 ENTACT10/23/2006 8:52 AM Soil <50 ppm 30, 36 & 38 11 Young 40,280 ENTACT10/23/2006 8:53 AM Soil <50 ppm 30, 36 & 38 26 Young 40,820 ENTACT10/23/2006 8:55 AM Soil <50 ppm 30, 36 & 38 5 Young 40,280 ENTACT10/23/2006 9:04 AM Soil <50 ppm 30, 36 & 38 9 Young 40,100 ENTACT10/23/2006 9:08 AM Soil <50 ppm 30, 36 & 38 34 Young 42,510 ENTACT10/23/2006 9:12 AM Soil <50 ppm 30, 36 & 38 12 Young 39,620 ENTACT10/23/2006 9:13 AM Soil <50 ppm 30, 36 & 38 8 Young 39,240 ENTACT10/23/2006 9:19 AM Soil <50 ppm 30, 36 & 38 35 Young 41,380 ENTACT10/23/2006 9:21 AM Soil <50 ppm 30, 36 & 38 37 Young 42,000 ENTACT10/23/2006 9:29 AM Soil <50 ppm 30, 36 & 38 36 Young 42,120 ENTACT10/23/2006 9:29 AM Soil <50 ppm 30, 36 & 38 22 Young 39,280 ENTACT10/23/2006 9:30 AM Soil <50 ppm 30, 36 & 38 11 Young 39,700 ENTACT10/23/2006 9:31 AM Soil <50 ppm 30, 36 & 38 1 Young 40,300 ENTACT10/23/2006 9:32 AM Soil <50 ppm 30, 36 & 38 26 Young 41,860 ENTACT10/23/2006 9:39 AM Soil <50 ppm 30, 36 & 38 5 Young 40,480 ENTACT10/23/2006 9:39 AM Soil <50 ppm 30, 36 & 38 9 Young 39,740 ENTACT10/23/2006 9:43 AM Soil <50 ppm 30, 36 & 38 34 Young 41,850 ENTACT10/23/2006 9:48 AM Soil <50 ppm 30, 36 & 38 8 Young 39,620 ENTACT10/23/2006 9:48 AM Soil <50 ppm 30, 36 & 38 12 Young 39,400 ENTACT10/23/2006 9:54 AM Soil <50 ppm 30, 36 & 38 35 Young 41,700 ENTACT10/23/2006 9:56 AM Soil <50 ppm 30, 36 & 38 37 Young 41,820 ENTACT10/23/2006 10:01 AM Soil <50 ppm 30, 36 & 38 36 Young 41,560 ENTACT10/23/2006 10:03 AM Soil <50 ppm 30, 36 & 38 1 Young 40,060 ENTACT10/23/2006 10:05 AM Soil <50 ppm 30, 36 & 38 22 Young 39,300 ENTACT10/23/2006 10:08 AM Soil <50 ppm 30, 36 & 38 11 Young 39,300 ENTACT10/23/2006 10:11 AM Soil <50 ppm 30, 36 & 38 26 Young 41,360 ENTACT10/23/2006 10:13 AM Soil <50 ppm 30, 36 & 38 5 Young 40,560 ENTACT10/23/2006 10:18 AM Soil <50 ppm 30, 36 & 38 9 Young 39,220 ENTACT10/23/2006 10:21 AM Soil <50 ppm 30, 36 & 38 34 Young 41,810 ENTACT10/23/2006 10:24 AM Soil <50 ppm 30, 36 & 38 8 Young 39,320 ENTACT10/23/2006 10:31 AM Soil <50 ppm 30, 36 & 38 12 Young 39,060 ENTACT10/23/2006 10:34 AM Soil <50 ppm 30, 36 & 38 35 Young 41,720 ENTACT
CRA 013968 (222)
47 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/23/2006 10:35 AM Soil <50 ppm 30, 36 & 38 37 Young 41,640 ENTACT10/23/2006 10:39 AM Soil <50 ppm 30, 36 & 38 36 Young 41,840 ENTACT10/23/2006 10:41 AM Soil <50 ppm 30, 36 & 38 22 Young 39,840 ENTACT10/23/2006 10:42 AM Soil <50 ppm 30, 36 & 38 11 Young 39,760 ENTACT10/23/2006 10:42 AM Soil <50 ppm 30, 36 & 38 1 Young 39,880 ENTACT10/23/2006 10:48 AM Soil <50 ppm 30, 36 & 38 26 Young 41,560 ENTACT10/23/2006 10:51 AM Soil <50 ppm 30, 36 & 38 5 Young 40,320 ENTACT10/23/2006 10:54 AM Soil <50 ppm 30, 36 & 38 9 Young 39,600 ENTACT10/23/2006 10:56 AM Soil <50 ppm 30, 36 & 38 34 Young 41,270 ENTACT10/23/2006 11:05 AM Soil <50 ppm 30, 36 & 38 8 Young 39,380 ENTACT10/23/2006 11:06 AM Soil <50 ppm 30, 36 & 38 12 Young 39,280 ENTACT10/23/2006 11:10 AM Soil <50 ppm 30, 36 & 38 37 Young 41,700 ENTACT10/23/2006 11:10 AM Soil <50 ppm 30, 36 & 38 35 Young 42,040 ENTACT10/23/2006 12:09 PM Soil <50 ppm 30, 36 & 38 36 Young 41,600 ENTACT10/23/2006 12:10 PM Soil <50 ppm 30, 36 & 38 22 Young 39,440 ENTACT10/23/2006 12:12 PM Soil <50 ppm 30, 36 & 38 11 Young 39,640 ENTACT10/23/2006 12:34 PM Soil <50 ppm 30, 36 & 38 9 Young 39,320 ENTACT10/23/2006 12:35 PM Soil <50 ppm 30, 36 & 38 5 Young 39,840 ENTACT10/23/2006 12:35 PM Soil <50 ppm 30, 36 & 38 34 Young 41,610 ENTACT10/23/2006 12:36 PM Soil <50 ppm 30, 36 & 38 12 Young 38,780 ENTACT10/23/2006 12:36 PM Soil <50 ppm 30, 36 & 38 8 Young 39,920 ENTACT10/23/2006 12:37 PM Soil <50 ppm 30, 36 & 38 37 Young 40,960 ENTACT10/23/2006 12:37 PM Soil <50 ppm 30, 36 & 38 35 Young 41,840 ENTACT10/23/2006 12:41 PM Soil <50 ppm 30, 36 & 38 22 Young 39,560 ENTACT10/23/2006 12:44 PM Soil <50 ppm 30, 36 & 38 11 Young 39,840 ENTACT10/23/2006 12:44 PM Soil <50 ppm 30, 36 & 38 36 Young 41,740 ENTACT10/23/2006 12:46 PM Soil <50 ppm 30, 36 & 38 1 Young 39,860 ENTACT10/23/2006 12:49 PM Soil <50 ppm 30, 36 & 38 26 Young 41,080 ENTACT10/23/2006 1:02 PM Soil <50 ppm 30, 36 & 38 9 Young 39,080 ENTACT10/23/2006 1:09 PM Soil <50 ppm 30, 36 & 38 5 Young 40,440 ENTACT10/23/2006 1:13 PM Soil <50 ppm 30, 36 & 38 34 Young 42,350 ENTACT10/23/2006 1:16 PM Soil <50 ppm 30, 36 & 38 12 Young 39,140 ENTACT10/23/2006 1:16 PM Soil <50 ppm 30, 36 & 38 8 Young 39,080 ENTACT10/23/2006 1:19 PM Soil <50 ppm 30, 36 & 38 37 Young 41,720 ENTACT10/23/2006 1:22 PM Soil <50 ppm 30, 36 & 38 35 Young 42,460 ENTACT10/23/2006 1:25 PM Soil <50 ppm 30, 36 & 38 22 Young 39,680 ENTACT10/23/2006 1:27 PM Soil <50 ppm 30, 36 & 38 11 Young 40,160 ENTACT10/23/2006 1:30 PM Soil <50 ppm 30, 36 & 38 36 Young 41,540 ENTACT10/23/2006 1:31 PM Soil <50 ppm 30, 36 & 38 26 Young 41,720 ENTACT10/23/2006 1:33 PM Soil <50 ppm 30, 36 & 38 1 Young 39,580 ENTACT10/23/2006 1:41 PM Soil <50 ppm 30, 36 & 38 9 Young 39,940 ENTACT10/23/2006 1:43 PM Soil <50 ppm 30, 36 & 38 5 Young 40,480 ENTACT10/23/2006 1:51 PM Soil <50 ppm 30, 36 & 38 34 Young 41,970 ENTACT10/23/2006 1:57 PM Soil <50 ppm 30, 36 & 38 8 Young 39,580 ENTACT10/23/2006 1:58 PM Soil <50 ppm 30, 36 & 38 12 Young 38,980 ENTACT10/23/2006 2:03 PM Soil <50 ppm 30, 36 & 38 35 Young 41,900 ENTACT10/23/2006 2:04 PM Soil <50 ppm 30, 36 & 38 37 Young 41,620 ENTACT10/23/2006 2:07 PM Soil <50 ppm 30, 36 & 38 11 Young 40,000 ENTACT10/23/2006 2:08 PM Soil <50 ppm 30, 36 & 38 22 Young 38,920 ENTACT10/23/2006 2:12 PM Soil <50 ppm 30, 36 & 38 26 Young 41,240 ENTACT10/23/2006 2:15 PM Soil <50 ppm 30, 36 & 38 36 Young 41,940 ENTACT10/23/2006 2:17 PM Soil <50 ppm 30, 36 & 38 1 Young 40,500 ENTACT10/23/2006 2:22 PM Soil <50 ppm 30, 36 & 38 5 Young 40,580 ENTACT10/23/2006 2:23 PM Soil <50 ppm 30, 36 & 38 9 Young 39,480 ENTACT10/23/2006 2:30 PM Soil <50 ppm 30, 36 & 38 34 Young 41,550 ENTACT10/23/2006 2:30 PM Soil <50 ppm 30, 36 & 38 12 Young 39,040 ENTACT10/23/2006 3:15 PM Soil <50 ppm 30, 36 & 38 26 Young 41,840 ENTACT
CRA 013968 (222)
48 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/23/2006 3:17 PM Soil <50 ppm 30, 36 & 38 36 Young 42,140 ENTACT10/23/2006 3:19 PM Soil <50 ppm 30, 36 & 38 35 Young 42,060 ENTACT10/23/2006 3:20 PM Soil <50 ppm 30, 36 & 38 8 Young 39,860 ENTACT10/23/2006 3:21 PM Soil <50 ppm 30, 36 & 38 1 Young 40,620 ENTACT10/23/2006 3:21 PM Soil <50 ppm 30, 36 & 38 9 Young 39,280 ENTACT10/23/2006 3:22 PM Soil <50 ppm 30, 36 & 38 5 Young 40,760 ENTACT10/23/2006 3:22 PM Soil <50 ppm 30, 36 & 38 22 Young 38,880 ENTACT10/23/2006 3:24 PM Soil <50 ppm 30, 36 & 38 11 Young 39,820 ENTACT10/23/2006 3:27 PM Soil <50 ppm 30, 36 & 38 37 Young 41,100 ENTACT10/23/2006 3:27 PM Soil <50 ppm 30, 36 & 38 12 Young 39,640 ENTACT10/23/2006 3:28 PM Soil <50 ppm 30, 36 & 38 34 Young 41,430 ENTACT10/23/2006 3:44 PM Soil <50 ppm 30, 36 & 38 26 Young 41,820 ENTACT10/23/2006 NA Soil <50 ppm 30, 36 & 38 1 Young 40,000 ENTACT10/23/2006 NA Soil <50 ppm 30, 36 & 38 26 Young 41,060 ENTACT
Daily Total 5,192,310
CRA 013968 (222)
49 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/24/2006 7:45 AM Soil <50 ppm 30, 36 & 38 35 Young 41,380 ENTACT10/24/2006 7:46 AM Soil <50 ppm 30, 36 & 38 11 Young 40,200 ENTACT10/24/2006 7:47 AM Soil <50 ppm 30, 36 & 38 5 Young 40,120 ENTACT10/24/2006 7:49 AM Soil <50 ppm 30, 36 & 38 9 Young 39,640 ENTACT10/24/2006 7:50 AM Soil <50 ppm 30, 36 & 38 1 Young 40,120 ENTACT10/24/2006 7:50 AM Soil <50 ppm 30, 36 & 38 26 Young 41,480 ENTACT10/24/2006 7:51 AM Soil <50 ppm 30, 36 & 38 27 Young 41,580 ENTACT10/24/2006 7:52 AM Soil <50 ppm 30, 36 & 38 37 Young 41,020 ENTACT10/24/2006 7:57 AM Soil <50 ppm 22 Culvert 22 Young 29,800 SES10/24/2006 7:58 AM Soil <50 ppm 30, 36 & 38 34 Young 41,770 ENTACT10/24/2006 8:07 AM Soil <50 ppm 22 Culvert 12 Young 26,400 SES10/24/2006 8:15 AM Soil <50 ppm 30, 36 & 38 35 Young 42,060 ENTACT10/24/2006 8:17 AM Soil <50 ppm 22 Culvert 8 Young 34,700 SES10/24/2006 8:18 AM Soil <50 ppm 30, 36 & 38 11 Young 39,680 ENTACT10/24/2006 8:23 AM Soil <50 ppm 30, 36 & 38 36 Young 42,180 ENTACT10/24/2006 8:24 AM Soil <50 ppm 30, 36 & 38 5 Young 39,720 ENTACT10/24/2006 8:25 AM Soil <50 ppm 22 Culvert 22 Young 30,980 SES10/24/2006 8:25 AM Soil <50 ppm 30, 36 & 38 9 Young 39,000 ENTACT10/24/2006 8:29 AM Soil <50 ppm 30, 36 & 38 1 Young 40,060 ENTACT10/24/2006 8:32 AM Soil <50 ppm 22 Culvert 12 Young 33,420 SES10/24/2006 8:33 AM Soil <50 ppm 30, 36 & 38 26 Young 40,960 ENTACT10/24/2006 8:39 AM Soil <50 ppm 30, 36 & 38 27 Young 41,460 ENTACT10/24/2006 8:40 AM Soil <50 ppm 30, 36 & 38 37 Young 41,440 ENTACT10/24/2006 8:44 AM Soil <50 ppm 30, 36 & 38 34 Young 41,830 ENTACT10/24/2006 8:49 AM Soil <50 ppm 30, 36 & 38 35 Young 42,380 ENTACT10/24/2006 8:51 AM Soil <50 ppm 30, 36 & 38 11 Young 39,620 ENTACT10/24/2006 8:59 AM Soil <50 ppm 30, 36 & 38 5 Young 40,400 ENTACT10/24/2006 9:02 AM Soil <50 ppm 22 Culvert 12 Young 36,180 SES10/24/2006 9:03 AM Soil <50 ppm 30, 36 & 38 9 Young 39,660 ENTACT10/24/2006 9:04 AM Soil <50 ppm 30, 36 & 38 1 Young 40,220 ENTACT10/24/2006 9:10 AM Soil <50 ppm 22 Culvert 22 Young 33,600 SES10/24/2006 9:13 AM Soil <50 ppm 30, 36 & 38 36 Young 42,520 ENTACT10/24/2006 9:14 AM Soil <50 ppm 30, 36 & 38 26 Young 41,540 ENTACT10/24/2006 9:15 AM Soil <50 ppm 30, 36 & 38 27 Young 42,020 ENTACT10/24/2006 9:20 AM Soil <50 ppm 30, 36 & 38 37 Young 42,140 ENTACT10/24/2006 9:24 AM Soil <50 ppm 22 Culvert 12 Young 32,100 SES10/24/2006 9:24 AM Soil <50 ppm 30, 36 & 38 34 Young 42,230 ENTACT10/24/2006 9:30 AM Soil <50 ppm 30, 36 & 38 35 Young 42,480 ENTACT10/24/2006 9:31 AM Soil <50 ppm 30, 36 & 38 11 Young 39,940 ENTACT10/24/2006 9:38 AM Soil <50 ppm 30, 36 & 38 5 Young 40,200 ENTACT10/24/2006 9:39 AM Soil <50 ppm 22 Culvert 22 Young 31,100 SES10/24/2006 9:40 AM Soil <50 ppm 30, 36 & 38 1 Young 39,900 ENTACT10/24/2006 9:47 AM Soil <50 ppm 30, 36 & 38 9 Young 38,860 ENTACT10/24/2006 9:48 AM Soil <50 ppm 30, 36 & 38 26 Young 41,460 ENTACT10/24/2006 9:49 AM Soil <50 ppm 30, 36 & 38 36 Young 42,420 ENTACT10/24/2006 9:51 AM Soil <50 ppm 30, 36 & 38 27 Young 41,000 ENTACT10/24/2006 9:53 AM Soil <50 ppm 22 Culvert 12 Young 29,500 SES10/24/2006 9:54 AM Soil <50 ppm 30, 36 & 38 37 Young 42,040 ENTACT10/24/2006 10:02 AM Soil <50 ppm 30, 36 & 38 34 Young 41,890 ENTACT10/24/2006 10:04 AM Soil <50 ppm 30, 36 & 38 35 Young 41,620 ENTACT10/24/2006 10:07 AM Soil <50 ppm 22 Culvert 22 Young 32,620 SES10/24/2006 10:09 AM Soil <50 ppm 30, 36 & 38 11 Young 39,640 ENTACT10/24/2006 10:11 AM Soil <50 ppm 30, 36 & 38 5 Young 39,300 ENTACT10/24/2006 10:14 AM Soil <50 ppm 30, 36 & 38 1 Young 39,800 ENTACT10/24/2006 10:15 AM Soil <50 ppm 22 Culvert 12 Young 37,700 SES10/24/2006 10:17 AM Soil <50 ppm 30, 36 & 38 26 Young 40,980 ENTACT10/24/2006 10:23 AM Soil <50 ppm 30, 36 & 38 9 Young 39,160 ENTACT
CRA 013968 (222)
50 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/24/2006 10:27 AM Soil <50 ppm 30, 36 & 38 36 Young 41,980 ENTACT10/24/2006 10:29 AM Soil <50 ppm 22 Culvert 22 Young 41,080 SES10/24/2006 10:29 AM Soil <50 ppm 30, 36 & 38 27 Young 41,920 ENTACT10/24/2006 10:32 AM Soil <50 ppm 30, 36 & 38 37 Young 41,600 ENTACT10/24/2006 10:35 AM Soil <50 ppm 30, 36 & 38 34 Young 41,710 ENTACT10/24/2006 10:38 AM Soil <50 ppm 22 Culvert 12 Young 40,180 SES10/24/2006 10:43 AM Soil <50 ppm 30, 36 & 38 11 Young 40,360 ENTACT10/24/2006 10:43 AM Soil <50 ppm 30, 36 & 38 5 Young 40,280 ENTACT10/24/2006 10:45 AM Soil <50 ppm 30, 36 & 38 35 Young 42,380 ENTACT10/24/2006 10:46 AM Soil <50 ppm 30, 36 & 38 1 Young 40,380 ENTACT10/24/2006 10:50 AM Soil <50 ppm 30, 36 & 38 26 Young 41,220 ENTACT10/24/2006 10:51 AM Soil <50 ppm 22 Culvert 22 Young 38,880 SES10/24/2006 10:57 AM Soil <50 ppm 30, 36 & 38 9 Young 39,480 ENTACT10/24/2006 10:59 AM Soil <50 ppm 22 Culvert 12 Young 38,940 SES10/24/2006 11:02 AM Soil <50 ppm 30, 36 & 38 27 Young 41,560 ENTACT10/24/2006 11:03 AM Soil <50 ppm 30, 36 & 38 36 Young 41,600 ENTACT10/24/2006 11:07 AM Soil <50 ppm 30, 36 & 38 37 Young 41,500 ENTACT10/24/2006 11:12 AM Soil <50 ppm 30, 36 & 38 34 Young 42,610 ENTACT10/24/2006 11:13 AM Soil <50 ppm 22 Culvert 22 Young 40,600 SES10/24/2006 11:13 AM Soil <50 ppm 30, 36 & 38 11 Young 40,020 ENTACT10/24/2006 11:19 AM Soil <50 ppm 30, 36 & 38 35 Young 41,940 ENTACT10/24/2006 11:23 AM Soil <50 ppm 22 Culvert 12 Young 34,660 SES10/24/2006 12:06 PM Soil <50 ppm 30, 36 & 38 5 Young 40,300 ENTACT10/24/2006 12:07 PM Soil <50 ppm 30, 36 & 38 1 Young 39,760 ENTACT10/24/2006 12:08 PM Soil <50 ppm 30, 36 & 38 36 Young 41,900 ENTACT10/24/2006 12:09 PM Soil <50 ppm 30, 36 & 38 26 Young 41,360 ENTACT10/24/2006 12:10 PM Soil <50 ppm 30, 36 & 38 9 Young 39,700 ENTACT10/24/2006 12:11 PM Soil <50 ppm 30, 36 & 38 27 Young 41,460 ENTACT10/24/2006 12:13 PM Soil <50 ppm 30, 36 & 38 34 Young 42,050 ENTACT10/24/2006 12:15 PM Soil <50 ppm 30, 36 & 38 11 Young 40,180 ENTACT10/24/2006 12:17 PM Soil <50 ppm 30, 36 & 38 35 Young 42,660 ENTACT10/24/2006 12:23 PM Soil <50 ppm 30, 36 & 38 37 Young 41,760 ENTACT10/24/2006 12:42 PM Soil <50 ppm 30, 36 & 38 5 Young 39,880 ENTACT10/24/2006 12:44 PM Soil <50 ppm 30, 36 & 38 1 Young 39,900 ENTACT10/24/2006 12:45 PM Soil <50 ppm 30, 36 & 38 42 Young 41,160 ENTACT10/24/2006 12:50 PM Soil <50 ppm 30, 36 & 38 26 Young 41,440 ENTACT10/24/2006 12:53 PM Soil <50 ppm 30, 36 & 38 36 Young 42,140 ENTACT10/24/2006 12:55 PM Soil <50 ppm 30, 36 & 38 9 Young 39,660 ENTACT10/24/2006 12:55 PM Soil <50 ppm 30, 36 & 38 27 Young 41,600 ENTACT10/24/2006 12:56 PM Soil <50 ppm 22 Culvert 22 Young 36,040 SES10/24/2006 12:57 PM Soil <50 ppm 22 Culvert 8 Young 37,800 SES10/24/2006 1:02 PM Soil <50 ppm 30, 36 & 38 34 Young 41,610 ENTACT10/24/2006 1:06 PM Soil <50 ppm 30, 36 & 38 11 Young 39,640 ENTACT10/24/2006 1:11 PM Soil <50 ppm 22 Culvert 12 Young 35,540 SES10/24/2006 1:12 PM Soil <50 ppm 30, 36 & 38 35 Young 41,840 ENTACT10/24/2006 1:13 PM Soil <50 ppm 30, 36 & 38 37 Young 41,180 ENTACT10/24/2006 1:16 PM Soil <50 ppm 30, 36 & 38 5 Young 40,340 ENTACT10/24/2006 1:18 PM Soil <50 ppm 22 Culvert 22 Young 32,880 SES10/24/2006 1:18 PM Soil <50 ppm 30, 36 & 38 1 Young 39,600 ENTACT10/24/2006 1:22 PM Soil <50 ppm 30, 36 & 38 42 Young 40,880 ENTACT10/24/2006 1:23 PM Soil <50 ppm 30, 36 & 38 26 Young 41,960 ENTACT10/24/2006 1:27 PM Soil <50 ppm 22 Culvert 8 Young 33,360 SES10/24/2006 1:28 PM Soil <50 ppm 30, 36 & 38 9 Young 39,340 ENTACT10/24/2006 1:35 PM Soil <50 ppm 22 Culvert 12 Young 35,120 SES10/24/2006 1:35 PM Soil <50 ppm 30, 36 & 38 36 Young 41,960 ENTACT10/24/2006 1:37 PM Soil <50 ppm 30, 36 & 38 27 Young 41,980 ENTACT10/24/2006 1:38 PM Soil <50 ppm 30, 36 & 38 34 Young 41,990 ENTACT
CRA 013968 (222)
51 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/24/2006 1:39 PM Soil <50 ppm 30, 36 & 38 11 Young 39,760 ENTACT10/24/2006 1:44 PM Soil <50 ppm 30, 36 & 38 35 Young 42,540 ENTACT10/24/2006 1:45 PM Soil <50 ppm 22 Culvert 22 Young 32,660 SES10/24/2006 1:55 PM Soil <50 ppm 22 Culvert 8 Young 36,300 SES10/24/2006 1:58 PM Soil <50 ppm 30, 36 & 38 5 Young 39,180 ENTACT10/24/2006 1:58 PM Soil <50 ppm 30, 36 & 38 1 Young 40,400 ENTACT10/24/2006 1:59 PM Soil <50 ppm 30, 36 & 38 26 Young 41,300 ENTACT10/24/2006 2:01 PM Soil <50 ppm 30, 36 & 38 42 Young 41,280 ENTACT10/24/2006 2:04 PM Soil <50 ppm 22 Culvert 12 Young 37,480 SES10/24/2006 2:05 PM Soil <50 ppm 30, 36 & 38 37 Young 41,600 ENTACT10/24/2006 2:11 PM Soil <50 ppm 30, 36 & 38 11 Young 39,820 ENTACT10/24/2006 2:11 PM Soil <50 ppm 30, 36 & 38 9 Young 39,700 ENTACT10/24/2006 2:14 PM Soil <50 ppm 30, 36 & 38 36 Young 41,680 ENTACT10/24/2006 2:15 PM Soil <50 ppm 30, 36 & 38 27 Young 41,700 ENTACT10/24/2006 2:18 PM Soil <50 ppm 30, 36 & 38 34 Young 41,970 ENTACT10/24/2006 2:19 PM Soil <50 ppm 30, 36 & 38 35 Young 41,580 ENTACT10/24/2006 2:21 PM Soil <50 ppm 22 Culvert 22 Young 34,060 SES10/24/2006 2:24 PM Soil <50 ppm 30, 36 & 38 40 Young 41,990 ENTACT10/24/2006 2:26 PM Soil <50 ppm 30, 36 & 38 1 Young 40,020 ENTACT10/24/2006 2:31 PM Soil <50 ppm 22 Culvert 12 Young 36,800 SES10/24/2006 2:32 PM Soil <50 ppm 22 Culvert 8 Young 38,180 SES10/24/2006 2:35 PM Soil <50 ppm 30, 36 & 38 5 Young 39,660 ENTACT10/24/2006 2:36 PM Soil <50 ppm 30, 36 & 38 26 Young 41,760 ENTACT10/24/2006 2:37 PM Soil <50 ppm 30, 36 & 38 42 Young 41,440 ENTACT10/24/2006 2:40 PM Soil <50 ppm 30, 36 & 38 37 Young 41,700 ENTACT10/24/2006 2:42 PM Soil <50 ppm 30, 36 & 38 11 Young 39,840 ENTACT10/24/2006 3:02 PM Soil <50 ppm 22 Culvert 12 Young 36,680 SES10/24/2006 3:02 PM Soil <50 ppm 22 Culvert 22 Young 35,960 SES10/24/2006 3:03 PM Soil <50 ppm 30, 36 & 38 9 Young 40,040 ENTACT10/24/2006 3:03 PM Soil <50 ppm 30, 36 & 38 34 Young 42,290 ENTACT10/24/2006 3:04 PM Soil <50 ppm 22 Culvert 8 Young 40,160 SES10/24/2006 3:05 PM Soil <50 ppm 30, 36 & 38 40 Young 41,450 ENTACT10/24/2006 3:06 PM Soil <50 ppm 30, 36 & 38 36 Young 41,880 ENTACT10/24/2006 3:08 PM Soil <50 ppm 30, 36 & 38 35 Young 41,700 ENTACT10/24/2006 3:09 PM Soil <50 ppm 30, 36 & 38 37 Young 41,380 ENTACT10/24/2006 3:10 PM Soil <50 ppm 30, 36 & 38 27 Young 41,700 ENTACT10/24/2006 3:10 PM Soil <50 ppm 30, 36 & 38 5 Young 39,420 ENTACT10/24/2006 3:11 PM Soil <50 ppm 30, 36 & 38 1 Young 40,340 ENTACT10/24/2006 3:13 PM Soil <50 ppm 30, 36 & 38 26 Young 41,780 ENTACT10/24/2006 3:16 PM Soil <50 ppm 30, 36 & 38 42 Young 41,640 ENTACT10/24/2006 3:21 PM Soil <50 ppm 30, 36 & 38 11 Young 39,940 ENTACT10/24/2006 3:23 PM Soil <50 ppm 22 Culvert 12 Young 36,860 SES10/24/2006 3:45 PM Soil <50 ppm 22 Culvert 22 Young 36,540 SES10/24/2006 3:45 PM Soil <50 ppm 22 Culvert 8 Young 40,960 SES10/24/2006 3:47 PM Soil <50 ppm 30, 36 & 38 37 Young 41,660 ENTACT10/24/2006 3:48 PM Soil <50 ppm 30, 36 & 38 34 Young 42,190 ENTACT10/24/2006 3:50 PM Soil <50 ppm 30, 36 & 38 40 Young 41,470 ENTACT10/24/2006 3:51 PM Soil <50 ppm 30, 36 & 38 27 Young 41,580 ENTACT10/24/2006 3:54 PM Soil <50 ppm 30, 36 & 38 9 Young 39,320 ENTACT10/24/2006 3:54 PM Soil <50 ppm 30, 36 & 38 36 Young 42,260 ENTACT10/24/2006 3:56 PM Soil <50 ppm 30, 36 & 38 35 Young 42,500 ENTACT10/24/2006 4:08 PM Soil <50 ppm 30, 36 & 38 5 Young 40,520 ENTACT10/24/2006 4:13 PM Soil <50 ppm 30, 36 & 38 26 Young 41,700 ENTACT
Daily Total 6,650,390
CRA 013968 (222)
52 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/25/2006 7:21 AM Soil <50 ppm 30, 36 & 38 5 Young 40,260 ENTACT10/25/2006 7:23 AM Soil <50 ppm 30, 36 & 38 11 Young 39,320 ENTACT10/25/2006 7:51 AM Soil <50 ppm 30, 36 & 38 9 Young 39,720 ENTACT10/25/2006 7:52 AM Soil <50 ppm 30, 36 & 38 26 Young 41,560 ENTACT10/25/2006 7:52 AM Soil <50 ppm 30, 36 & 38 37 Young 41,640 ENTACT10/25/2006 7:53 AM Soil <50 ppm 22 Culvert 22 Young 33,040 SES10/25/2006 7:53 AM Soil <50 ppm 30, 36 & 38 1 Young 40,180 ENTACT10/25/2006 7:55 AM Soil <50 ppm 30, 36 & 38 34 Young 42,410 ENTACT10/25/2006 7:56 AM Soil <50 ppm 30, 36 & 38 27 Young 41,240 ENTACT10/25/2006 7:57 AM Soil <50 ppm 30, 36 & 38 35 Young 41,500 ENTACT10/25/2006 7:58 AM Soil <50 ppm 30, 36 & 38 42 Young 41,100 ENTACT10/25/2006 7:58 AM Soil <50 ppm 30, 36 & 38 40 Young 41,430 ENTACT10/25/2006 8:02 AM Soil <50 ppm 22 Culvert 8 Young 34,360 SES10/25/2006 8:11 AM Soil <50 ppm 22 Culvert 12 Young 33,440 SES10/25/2006 8:16 AM Soil <50 ppm 30, 36 & 38 5 Young 40,320 ENTACT10/25/2006 8:16 AM Soil <50 ppm 30, 36 & 38 11 Young 40,240 ENTACT10/25/2006 8:22 AM Soil <50 ppm 30, 36 & 38 9 Young 39,420 ENTACT10/25/2006 8:26 AM Soil <50 ppm 30, 36 & 38 26 Young 41,220 ENTACT10/25/2006 8:27 AM Soil <50 ppm 22 Culvert 22 Young 31,740 SES10/25/2006 8:28 AM Soil <50 ppm 30, 36 & 38 37 Young 41,220 ENTACT10/25/2006 8:30 AM Soil <50 ppm 30, 36 & 38 1 Young 40,160 ENTACT10/25/2006 8:37 AM Soil <50 ppm 22 Culvert 8 Young 39,540 SES10/25/2006 8:37 AM Soil <50 ppm 30, 36 & 38 34 Young 42,170 ENTACT10/25/2006 8:39 AM Soil <50 ppm 30, 36 & 38 27 Young 41,900 ENTACT10/25/2006 8:45 AM Soil <50 ppm 30, 36 & 38 35 Young 42,280 ENTACT10/25/2006 8:47 AM Soil <50 ppm 30, 36 & 38 42 Young 41,240 ENTACT10/25/2006 8:49 AM Soil <50 ppm 30, 36 & 38 40 Young 41,670 ENTACT10/25/2006 8:51 AM Soil <50 ppm 22 Culvert 12 Young 32,140 SES10/25/2006 8:54 AM Soil <50 ppm 22 Culvert 22 Young 33,740 SES10/25/2006 8:54 AM Soil <50 ppm 30, 36 & 38 5 Young 40,000 ENTACT10/25/2006 8:57 AM Soil <50 ppm 30, 36 & 38 11 Young 39,540 ENTACT10/25/2006 8:58 AM Soil <50 ppm 30, 36 & 38 36 Young 41,740 ENTACT10/25/2006 9:07 AM Soil <50 ppm 22 Culvert 8 Young 35,220 SES10/25/2006 9:08 AM Soil <50 ppm 30, 36 & 38 26 Young 42,140 ENTACT10/25/2006 9:11 AM Soil <50 ppm 30, 36 & 38 9 Young 39,740 ENTACT10/25/2006 9:14 AM Soil <50 ppm 30, 36 & 38 37 Young 41,640 ENTACT10/25/2006 9:14 AM Soil <50 ppm 30, 36 & 38 1 Young 39,900 ENTACT10/25/2006 9:17 AM Soil <50 ppm 22 Culvert 12 Young 37,700 SES10/25/2006 9:18 AM Soil <50 ppm 30, 36 & 38 34 Young 41,290 ENTACT10/25/2006 9:18 AM Soil <50 ppm 30, 36 & 38 27 Young 40,920 ENTACT10/25/2006 9:22 AM Soil <50 ppm 30, 36 & 38 35 Young 41,300 ENTACT10/25/2006 9:25 AM Soil <50 ppm 30, 36 & 38 42 Young 41,280 ENTACT10/25/2006 9:27 AM Soil <50 ppm 30, 36 & 38 40 Young 41,250 ENTACT10/25/2006 9:30 AM Soil <50 ppm 22 Culvert 22 Young 39,700 SES10/25/2006 9:34 AM Soil <50 ppm 30, 36 & 38 36 Young 42,200 ENTACT10/25/2006 9:34 AM Soil <50 ppm 30, 36 & 38 5 Young 40,400 ENTACT10/25/2006 9:38 AM Soil <50 ppm 30, 36 & 38 11 Young 39,860 ENTACT10/25/2006 9:42 AM Soil <50 ppm 22 Culvert 8 Young 41,380 SES10/25/2006 9:44 AM Soil <50 ppm 30, 36 & 38 26 Young 41,000 ENTACT10/25/2006 9:48 AM Soil <50 ppm 30, 36 & 38 37 Young 41,380 ENTACT10/25/2006 9:51 AM Soil <50 ppm 30, 36 & 38 1 Young 39,860 ENTACT10/25/2006 9:51 AM Soil <50 ppm 30, 36 & 38 9 Young 39,300 ENTACT10/25/2006 9:53 AM Soil <50 ppm 30, 36 & 38 34 Young 41,910 ENTACT10/25/2006 9:54 AM Soil <50 ppm 22 Culvert 12 Young 37,060 SES10/25/2006 9:57 AM Soil <50 ppm 30, 36 & 38 27 Young 41,380 ENTACT10/25/2006 10:02 AM Soil <50 ppm 30, 36 & 38 35 Young 42,040 ENTACT10/25/2006 10:04 AM Soil <50 ppm 30, 36 & 38 40 Young 42,390 ENTACT
CRA 013968 (222)
53 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/25/2006 10:06 AM Soil <50 ppm 22 Culvert 22 Young 40,040 SES10/25/2006 10:11 AM Soil <50 ppm 30, 36 & 38 42 Young 40,980 ENTACT10/25/2006 10:14 AM Soil <50 ppm 30, 36 & 38 36 Young 41,840 ENTACT10/25/2006 10:16 AM Soil <50 ppm 30, 36 & 38 11 Young 39,800 ENTACT10/25/2006 10:17 AM Soil <50 ppm 30, 36 & 38 5 Young 40,120 ENTACT10/25/2006 10:21 AM Soil <50 ppm 22 Culvert 8 Young 41,120 SES10/25/2006 10:22 AM Soil <50 ppm 30, 36 & 38 26 Young 41,500 ENTACT10/25/2006 10:28 AM Soil <50 ppm 22 Culvert 12 Young 34,500 SES10/25/2006 10:31 AM Soil <50 ppm 30, 36 & 38 37 Young 41,780 ENTACT10/25/2006 10:32 AM Soil <50 ppm 30, 36 & 38 1 Young 40,180 ENTACT10/25/2006 10:35 AM Soil <50 ppm 30, 36 & 38 9 Young 39,620 ENTACT10/25/2006 10:38 AM Soil <50 ppm 30, 36 & 38 27 Young 40,940 ENTACT10/25/2006 10:38 AM Soil <50 ppm 30, 36 & 38 34 Young 41,610 ENTACT10/25/2006 10:41 AM Soil <50 ppm 30, 36 & 38 35 Young 41,860 ENTACT10/25/2006 10:42 AM Soil <50 ppm 22 Culvert 22 Young 37,820 SES10/25/2006 10:45 AM Soil <50 ppm 30, 36 & 38 42 Young 40,900 ENTACT10/25/2006 10:47 AM Soil <50 ppm 30, 36 & 38 40 Young 41,790 ENTACT10/25/2006 10:52 AM Soil <50 ppm 30, 36 & 38 36 Young 41,940 ENTACT10/25/2006 10:53 AM Soil <50 ppm 22 Culvert 8 Young 32,060 SES10/25/2006 10:54 AM Soil <50 ppm 30, 36 & 38 11 Young 39,220 ENTACT10/25/2006 10:59 AM Soil <50 ppm 30, 36 & 38 5 Young 40,460 ENTACT10/25/2006 11:02 AM Soil <50 ppm 30, 36 & 38 26 Young 41,700 ENTACT10/25/2006 11:06 AM Soil <50 ppm 22 Culvert 12 Young 35,840 SES10/25/2006 11:12 AM Soil <50 ppm 30, 36 & 38 9 Young 39,640 ENTACT10/25/2006 11:13 AM Soil <50 ppm 30, 36 & 38 27 Young 41,200 ENTACT10/25/2006 11:15 AM Soil <50 ppm 22 Culvert 22 Young 38,880 SES10/25/2006 11:16 AM Soil <50 ppm 30, 36 & 38 1 Young 39,880 ENTACT10/25/2006 11:24 AM Soil <50 ppm 30, 36 & 38 42 Young 41,560 ENTACT10/25/2006 12:09 PM Soil <50 ppm 30, 36 & 38 37 Young 41,180 ENTACT10/25/2006 12:09 PM Soil <50 ppm 30, 36 & 38 34 Young 42,130 ENTACT10/25/2006 12:10 PM Soil <50 ppm 30, 36 & 38 35 Young 41,740 ENTACT10/25/2006 12:13 PM Soil <50 ppm 30, 36 & 38 5 Young 40,260 ENTACT10/25/2006 12:14 PM Soil <50 ppm 30, 36 & 38 40 Young 41,750 ENTACT10/25/2006 12:15 PM Soil <50 ppm 30, 36 & 38 11 Young 39,540 ENTACT10/25/2006 12:16 PM Soil <50 ppm 30, 36 & 38 26 Young 40,880 ENTACT10/25/2006 12:17 PM Soil <50 ppm 30, 36 & 38 9 Young 39,440 ENTACT10/25/2006 12:17 PM Soil <50 ppm 30, 36 & 38 36 Young 42,460 ENTACT10/25/2006 12:19 PM Soil <50 ppm 30, 36 & 38 27 Young 41,100 ENTACT10/25/2006 12:20 PM Soil <50 ppm 30, 36 & 38 1 Young 40,420 ENTACT10/25/2006 12:20 PM Soil <50 ppm 30, 36 & 38 42 Young 41,180 ENTACT10/25/2006 12:46 PM Soil <50 ppm 30, 36 & 38 37 Young 41,460 ENTACT10/25/2006 12:48 PM Soil <50 ppm 30, 36 & 38 35 Young 42,240 ENTACT10/25/2006 12:49 PM Soil <50 ppm 22 Culvert 8 Young 39,680 SES10/25/2006 12:50 PM Soil <50 ppm 30, 36 & 38 34 Young 42,110 ENTACT10/25/2006 12:54 PM Soil <50 ppm 30, 36 & 38 40 Young 41,970 ENTACT10/25/2006 12:55 PM Soil <50 ppm 30, 36 & 38 5 Young 40,260 ENTACT10/25/2006 12:57 PM Soil <50 ppm 30, 36 & 38 26 Young 41,300 ENTACT10/25/2006 12:59 PM Soil <50 ppm 30, 36 & 38 11 Young 40,320 ENTACT10/25/2006 1:05 PM Soil <50 ppm 30, 36 & 38 9 Young 39,260 ENTACT10/25/2006 1:06 PM Soil <50 ppm 30, 36 & 38 27 Young 41,100 ENTACT10/25/2006 1:09 PM Soil <50 ppm 30, 36 & 38 36 Young 42,340 ENTACT10/25/2006 1:10 PM Soil <50 ppm 22 Culvert 12 Young 36,740 SES10/25/2006 1:12 PM Soil <50 ppm 30, 36 & 38 42 Young 40,600 ENTACT
CRA 013968 (222)
54 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/25/2006 1:13 PM Soil <50 ppm 30, 36 & 38 1 Young 40,360 ENTACT10/25/2006 1:17 PM Soil <50 ppm 22 Culvert 22 Young 36,180 SES10/25/2006 1:23 PM Soil <50 ppm 30, 36 & 38 37 Young 41,320 ENTACT10/25/2006 1:24 PM Soil <50 ppm 22 Culvert 8 Young 43,360 SES10/25/2006 1:26 PM Soil <50 ppm 30, 36 & 38 35 Young 42,480 ENTACT10/25/2006 1:28 PM Soil <50 ppm 30, 36 & 38 34 Young 42,390 ENTACT10/25/2006 1:32 PM Soil <50 ppm 30, 36 & 38 40 Young 42,050 ENTACT10/25/2006 1:35 PM Soil <50 ppm 22 Culvert 12 Young 37,540 SES10/25/2006 1:35 PM Soil <50 ppm 30, 36 & 38 5 Young 40,140 ENTACT10/25/2006 1:40 PM Soil <50 ppm 30, 36 & 38 26 Young 41,380 ENTACT10/25/2006 1:42 PM Soil <50 ppm 30, 36 & 38 11 Young 40,160 ENTACT10/25/2006 1:45 PM Soil <50 ppm 30, 36 & 38 9 Young 39,560 ENTACT10/25/2006 1:48 PM Soil <50 ppm 30, 36 & 38 27 Young 41,500 ENTACT10/25/2006 1:50 PM Soil <50 ppm 30, 36 & 38 36 Young 42,300 ENTACT10/25/2006 1:53 PM Soil <50 ppm 22 Culvert 22 Young 42,320 SES10/25/2006 1:53 PM Soil <50 ppm 30, 36 & 38 42 Young 41,200 ENTACT10/25/2006 2:01 PM Soil <50 ppm 30, 36 & 38 1 Young 39,640 ENTACT10/25/2006 2:02 PM Soil <50 ppm 22 Culvert 8 Young 45,040 SES10/25/2006 2:02 PM Soil <50 ppm 30, 36 & 38 37 Young 42,060 ENTACT10/25/2006 2:05 PM Soil <50 ppm 30, 36 & 38 35 Young 42,400 ENTACT10/25/2006 2:07 PM Soil <50 ppm 30, 36 & 38 40 Young 41,930 ENTACT10/25/2006 2:09 PM Soil <50 ppm 22 Culvert 12 Young 39,500 SES10/25/2006 2:12 PM Soil <50 ppm 30, 36 & 38 34 Young 42,150 ENTACT10/25/2006 2:13 PM Soil <50 ppm 30, 36 & 38 5 Young 40,520 ENTACT10/25/2006 2:16 PM Soil <50 ppm 22 Culvert 22 Young 42,380 SES10/25/2006 2:17 PM Soil <50 ppm 30, 36 & 38 26 Young 41,460 ENTACT10/25/2006 2:21 PM Soil <50 ppm 30, 36 & 38 11 Young 39,540 ENTACT10/25/2006 2:26 PM Soil <50 ppm 30, 36 & 38 9 Young 39,720 ENTACT10/25/2006 2:30 PM Soil <50 ppm 22 Culvert 8 Young 42,220 SES10/25/2006 2:31 PM Soil <50 ppm 30, 36 & 38 27 Young 41,740 ENTACT10/25/2006 2:34 PM Soil <50 ppm 30, 36 & 38 42 Young 40,680 ENTACT10/25/2006 2:35 PM Soil <50 ppm 30, 36 & 38 36 Young 42,020 ENTACT10/25/2006 2:36 PM Soil <50 ppm 22 Culvert 12 Young 38,220 SES10/25/2006 2:41 PM Soil <50 ppm 30, 36 & 38 1 Young 39,760 ENTACT10/25/2006 3:01 PM Soil <50 ppm 22 Culvert 8 Young 37,140 SES10/25/2006 3:02 PM Soil <50 ppm 22 Culvert 22 Young 44,420 SES10/25/2006 3:03 PM Soil <50 ppm 30, 36 & 38 5 Young 40,240 ENTACT10/25/2006 3:04 PM Soil <50 ppm 30, 36 & 38 37 Young 41,800 ENTACT10/25/2006 3:05 PM Soil <50 ppm 22 Culvert 12 Young 44,500 SES10/25/2006 3:06 PM Soil <50 ppm 30, 36 & 38 26 Young 41,280 ENTACT10/25/2006 3:06 PM Soil <50 ppm 30, 36 & 38 11 Young 39,840 ENTACT10/25/2006 3:07 PM Soil <50 ppm 30, 36 & 38 35 Young 42,540 ENTACT10/25/2006 3:08 PM Soil <50 ppm 30, 36 & 38 9 Young 39,660 ENTACT10/25/2006 3:10 PM Soil <50 ppm 30, 36 & 38 27 Young 42,160 ENTACT10/25/2006 3:10 PM Soil <50 ppm 30, 36 & 38 40 Young 42,170 ENTACT10/25/2006 3:11 PM Soil <50 ppm 30, 36 & 38 34 Young 41,550 ENTACT10/25/2006 3:11 PM Soil <50 ppm 30, 36 & 38 36 Young 41,980 ENTACT10/25/2006 3:13 PM Soil <50 ppm 30, 36 & 38 42 Young 41,380 ENTACT10/25/2006 3:24 PM Soil <50 ppm 30, 36 & 38 1 Young 40,320 ENTACT10/25/2006 3:46 PM Soil <50 ppm 30, 36 & 38 35 Young 42,240 ENTACT10/25/2006 3:47 PM Soil <50 ppm 22 Culvert 22 Young 39,080 SES10/25/2006 3:47 PM Soil <50 ppm 22 Culvert 12 Young 34,180 SES10/25/2006 3:47 PM Soil <50 ppm 30, 36 & 38 27 Young 41,120 ENTACT10/25/2006 3:48 PM Soil <50 ppm 22 Culvert 8 Young 47,840 SES10/25/2006 3:52 PM Soil <50 ppm 30, 36 & 38 40 Young 42,050 ENTACT
Daily Total 6,676,670
CRA 013968 (222)
55 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/28/2006 7:44 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,360 ENTACT10/28/2006 7:45 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,540 ENTACT10/28/2006 7:46 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,720 ENTACT10/28/2006 7:46 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,580 ENTACT10/28/2006 7:47 AM Soil <50 ppm 30, 36, 38 & 39 34 Young 41,670 ENTACT10/28/2006 7:49 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,900 ENTACT10/28/2006 7:50 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,060 ENTACT10/28/2006 7:50 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,020 ENTACT10/28/2006 7:52 AM Soil <50 ppm 22 Culvert 6 Young 41,140 SES10/28/2006 7:54 AM Soil <50 ppm 30, 36, 38 & 39 27 Young 41,460 ENTACT10/28/2006 7:55 AM Soil <50 ppm 30, 36, 38 & 39 40 Young 41,370 ENTACT10/28/2006 8:02 AM Soil <50 ppm 22 Culvert 12 Young 39,060 SES10/28/2006 8:03 AM Soil <50 ppm 30, 36, 38 & 39 23 Young 39,880 ENTACT10/28/2006 8:04 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,240 ENTACT10/28/2006 8:16 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,060 ENTACT10/28/2006 8:20 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 41,880 ENTACT10/28/2006 8:21 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,320 ENTACT10/28/2006 8:22 AM Soil <50 ppm 22 Culvert 8 Young 44,180 SES10/28/2006 8:23 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 40,160 ENTACT10/28/2006 8:25 AM Soil <50 ppm 22 Culvert 6 Young 39,860 SES10/28/2006 8:26 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,320 ENTACT10/28/2006 8:27 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,020 ENTACT10/28/2006 8:30 AM Soil <50 ppm 30, 36, 38 & 39 34 Young 42,030 ENTACT10/28/2006 8:34 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 42,020 ENTACT10/28/2006 8:36 AM Soil <50 ppm 30, 36, 38 & 39 40 Young 41,870 ENTACT10/28/2006 8:37 AM Soil <50 ppm 30, 36, 38 & 39 27 Young 41,880 ENTACT10/28/2006 8:38 AM Soil <50 ppm 22 Culvert 12 Young 39,500 SES10/28/2006 8:38 AM Soil <50 ppm 30, 36, 38 & 39 23 Young 39,520 ENTACT10/28/2006 8:46 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 39,760 ENTACT10/28/2006 8:47 AM Soil <50 ppm 22 Culvert 8 Young 39,240 SES10/28/2006 8:49 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,540 ENTACT10/28/2006 8:54 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,260 ENTACT10/28/2006 8:55 AM Soil <50 ppm 22 Culvert 6 Young 37,020 SES10/28/2006 8:57 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,340 ENTACT10/28/2006 8:59 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,780 ENTACT10/28/2006 9:00 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 40,120 ENTACT10/28/2006 9:05 AM Soil <50 ppm 22 Culvert 12 Young 38,140 SES10/28/2006 9:06 AM Soil <50 ppm 30, 36, 38 & 39 34 Young 41,850 ENTACT10/28/2006 9:07 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,040 ENTACT10/28/2006 9:10 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 42,060 ENTACT10/28/2006 9:13 AM Soil <50 ppm 30, 36, 38 & 39 40 Young 41,490 ENTACT10/28/2006 9:14 AM Soil <50 ppm 30, 36, 38 & 39 23 Young 39,580 ENTACT10/28/2006 9:15 AM Soil <50 ppm 30, 36, 38 & 39 27 Young 41,700 ENTACT10/28/2006 9:16 AM Soil <50 ppm 22 Culvert 8 Young 39,700 SES10/28/2006 9:21 AM Soil <50 ppm 22 Culvert 6 Young 39,960 SES10/28/2006 9:25 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,360 ENTACT10/28/2006 9:26 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,740 ENTACT10/28/2006 9:27 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 39,620 ENTACT10/28/2006 9:29 AM Soil <50 ppm 22 Culvert 12 Young 38,040 SES10/28/2006 9:30 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,980 ENTACT10/28/2006 9:33 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,420 ENTACT10/28/2006 9:34 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 40,500 ENTACT10/28/2006 9:38 AM Soil <50 ppm 22 Culvert 8 Young 42,540 SES10/28/2006 9:38 AM Soil <50 ppm 30, 36, 38 & 39 34 Young 41,950 ENTACT10/28/2006 9:43 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,620 ENTACT
CRA 013968 (222)
56 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/28/2006 9:44 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 41,800 ENTACT10/28/2006 9:45 AM Soil <50 ppm 22 Culvert 6 Young 39,940 SES10/28/2006 9:46 AM Soil <50 ppm 30, 36, 38 & 39 40 Young 41,570 ENTACT10/28/2006 9:49 AM Soil <50 ppm 30, 36, 38 & 39 27 Young 41,860 ENTACT10/28/2006 9:50 AM Soil <50 ppm 30, 36, 38 & 39 23 Young 39,660 ENTACT10/28/2006 9:54 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,540 ENTACT10/28/2006 9:55 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 41,920 ENTACT10/28/2006 9:56 AM Soil <50 ppm 22 Culvert 12 Young 38,960 SES10/28/2006 10:01 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 40,640 ENTACT10/28/2006 10:03 AM Soil <50 ppm 22 Culvert 8 Young 40,560 SES10/28/2006 10:04 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,280 ENTACT10/28/2006 10:06 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,260 ENTACT10/28/2006 10:08 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,420 ENTACT10/28/2006 10:09 AM Soil <50 ppm 30, 36, 38 & 39 34 Young 41,730 ENTACT10/28/2006 10:11 AM Soil <50 ppm 22 Culvert 6 Young 39,960 SES10/28/2006 10:17 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,040 ENTACT10/28/2006 10:18 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,660 ENTACT10/28/2006 10:20 AM Soil <50 ppm 30, 36, 38 & 39 40 Young 42,150 ENTACT10/28/2006 10:21 AM Soil <50 ppm 22 Culvert 12 Young 41,320 SES10/28/2006 10:21 AM Soil <50 ppm 30, 36, 38 & 39 27 Young 42,160 ENTACT10/28/2006 10:24 AM Soil <50 ppm 30, 36, 38 & 39 23 Young 39,500 ENTACT10/28/2006 10:28 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,620 ENTACT10/28/2006 10:29 AM Soil <50 ppm 22 Culvert 8 Young 40,420 SES10/28/2006 10:29 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,520 ENTACT10/28/2006 10:31 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,220 ENTACT10/28/2006 10:36 AM Soil <50 ppm 22 Culvert 6 Young 38,720 SES10/28/2006 10:36 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,320 ENTACT10/28/2006 10:42 AM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,420 ENTACT10/28/2006 10:42 AM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,220 ENTACT10/28/2006 10:43 AM Soil <50 ppm 30, 36, 38 & 39 34 Young 41,810 ENTACT10/28/2006 10:46 AM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,580 ENTACT10/28/2006 10:48 AM Soil <50 ppm 22 Culvert 12 Young 41,840 SES10/28/2006 10:54 AM Soil <50 ppm 30, 36, 38 & 39 40 Young 41,190 ENTACT10/28/2006 10:55 AM Soil <50 ppm 30, 36, 38 & 39 36 Young 41,800 ENTACT10/28/2006 10:57 AM Soil <50 ppm 30, 36, 38 & 39 27 Young 42,220 ENTACT10/28/2006 10:58 AM Soil <50 ppm 30, 36, 38 & 39 23 Young 39,520 ENTACT10/28/2006 10:59 AM Soil <50 ppm 22 Culvert 8 Young 42,560 SES10/28/2006 11:00 AM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,100 ENTACT10/28/2006 11:10 AM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,540 ENTACT10/28/2006 11:13 AM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,340 ENTACT10/28/2006 11:14 AM Soil <50 ppm 22 Culvert 6 Young 41,620 SES10/28/2006 11:14 AM Soil <50 ppm 30, 36, 38 & 39 1 Young 39,720 ENTACT10/28/2006 12:01 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,400 ENTACT10/28/2006 12:04 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,340 ENTACT10/28/2006 12:05 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,720 ENTACT10/28/2006 12:08 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,480 ENTACT10/28/2006 12:08 PM Soil <50 ppm 30, 36, 38 & 39 34 Young 41,870 ENTACT10/28/2006 12:11 PM Soil <50 ppm 30, 36, 38 & 39 27 Young 42,200 ENTACT10/28/2006 12:11 PM Soil <50 ppm 30, 36, 38 & 39 40 Young 41,550 ENTACT10/28/2006 12:12 PM Soil <50 ppm 30, 36, 38 & 39 23 Young 39,420 ENTACT10/28/2006 12:12 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,100 ENTACT10/28/2006 12:13 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,680 ENTACT10/28/2006 12:16 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,300 ENTACT10/28/2006 12:18 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 39,680 ENTACT10/28/2006 12:31 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 40,360 ENTACT
CRA 013968 (222)
57 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/28/2006 12:35 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,980 ENTACT10/28/2006 12:36 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,180 ENTACT10/28/2006 12:41 PM Soil <50 ppm 30, 36, 38 & 39 34 Young 41,810 ENTACT10/28/2006 12:42 PM Soil <50 ppm 30, 36, 38 & 39 27 Young 42,340 ENTACT10/28/2006 12:43 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,460 ENTACT10/28/2006 12:44 PM Soil <50 ppm 22 Culvert 12 Young 37,940 SES10/28/2006 12:45 PM Soil <50 ppm 30, 36, 38 & 39 40 Young 41,810 ENTACT10/28/2006 12:46 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,640 ENTACT10/28/2006 12:48 PM Soil <50 ppm 22 Culvert 8 Young 42,220 SES10/28/2006 12:48 PM Soil <50 ppm 30, 36, 38 & 39 23 Young 39,740 ENTACT10/28/2006 12:50 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,960 ENTACT10/28/2006 12:51 PM Soil <50 ppm 22 Culvert 6 Young 42,620 SES10/28/2006 12:53 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 42,080 ENTACT10/28/2006 12:56 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,680 ENTACT10/28/2006 12:57 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,460 ENTACT10/28/2006 1:10 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,200 ENTACT10/28/2006 1:11 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,080 ENTACT10/28/2006 1:14 PM Soil <50 ppm 30, 36, 38 & 39 34 Young 41,970 ENTACT10/28/2006 1:15 PM Soil <50 ppm 30, 36, 38 & 39 27 Young 41,720 ENTACT10/28/2006 1:17 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,380 ENTACT10/28/2006 1:19 PM Soil <50 ppm 22 Culvert 12 Young 41,540 SES10/28/2006 1:19 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,900 ENTACT10/28/2006 1:20 PM Soil <50 ppm 30, 36, 38 & 39 40 Young 41,870 ENTACT10/28/2006 1:21 PM Soil <50 ppm 30, 36, 38 & 39 23 Young 39,400 ENTACT10/28/2006 1:24 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,800 ENTACT10/28/2006 1:27 PM Soil <50 ppm 22 Culvert 8 Young 44,100 SES10/28/2006 1:30 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 41,800 ENTACT10/28/2006 1:30 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 39,500 ENTACT10/28/2006 1:33 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,500 ENTACT10/28/2006 1:37 PM Soil <50 ppm 22 Culvert 6 Young 38,660 SES10/28/2006 1:40 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,560 ENTACT10/28/2006 1:45 PM Soil <50 ppm 30, 36, 38 & 39 27 Young 42,280 ENTACT10/28/2006 1:46 PM Soil <50 ppm 22 Culvert 12 Young 41,100 SES10/28/2006 1:50 PM Soil <50 ppm 30, 36, 38 & 39 34 Young 42,110 ENTACT10/28/2006 1:50 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,080 ENTACT10/28/2006 1:51 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,960 ENTACT10/28/2006 1:54 PM Soil <50 ppm 30, 36, 38 & 39 40 Young 41,790 ENTACT10/28/2006 1:55 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 39,880 ENTACT10/28/2006 1:56 PM Soil <50 ppm 22 Culvert 8 Young 46,920 SES10/28/2006 1:56 PM Soil <50 ppm 30, 36, 38 & 39 23 Young 40,420 ENTACT10/28/2006 1:57 PM Soil <50 ppm 30, 36, 38 & 39 26 Young 41,220 ENTACT10/28/2006 2:02 PM Soil <50 ppm 22 Culvert 6 Young 41,360 SES10/28/2006 2:03 PM Soil <50 ppm 30, 36, 38 & 39 35 Young 41,560 ENTACT10/28/2006 2:06 PM Soil <50 ppm 30, 36, 38 & 39 9 Young 40,200 ENTACT10/28/2006 2:06 PM Soil <50 ppm 30, 36, 38 & 39 36 Young 42,140 ENTACT10/28/2006 2:08 PM Soil <50 ppm 30, 36, 38 & 39 1 Young 40,380 ENTACT10/28/2006 2:10 PM Soil <50 ppm 22 Culvert 12 Young 40,520 SES10/28/2006 2:16 PM Soil <50 ppm 30, 36, 38 & 39 27 Young 42,140 ENTACT10/28/2006 2:24 PM Soil <50 ppm 30, 36, 38 & 39 34 Young 41,550 ENTACT10/28/2006 2:27 PM Soil <50 ppm 30, 36, 38 & 39 37 Young 41,740 ENTACT10/28/2006 2:29 PM Soil <50 ppm 30, 36, 38 & 39 5 Young 40,040 ENTACT10/28/2006 2:32 PM Soil <50 ppm 30, 36, 38 & 39 11 Young 40,540 ENTACT
Daily Total 6,645,130
CRA 013968 (222)
58 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/30/2006 8:15 AM Soil <50 ppm 28, 30, 36, 38 & 39 34 Young 41,230 ENTACT10/30/2006 8:19 AM Soil <50 ppm 22 Culvert 12 Young 36,400 SES10/30/2006 8:19 AM Soil <50 ppm 28, 30, 36, 38 & 39 11 Young 40,400 ENTACT10/30/2006 8:20 AM Soil <50 ppm 28, 30, 36, 38 & 39 37 Young 41,800 ENTACT10/30/2006 8:24 AM Soil <50 ppm 28, 30, 36, 38 & 39 5 Young 40,160 ENTACT10/30/2006 8:25 AM Soil <50 ppm 28, 30, 36, 38 & 39 1 Young 39,620 ENTACT10/30/2006 8:26 AM Soil <50 ppm 28, 30, 36, 38 & 39 27 Young 41,380 ENTACT10/30/2006 8:26 AM Soil <50 ppm 28, 30, 36, 38 & 39 23 Young 39,400 ENTACT10/30/2006 8:27 AM Soil <50 ppm 22 Culvert 8 Young 36,000 SES10/30/2006 8:27 AM Soil <50 ppm 28, 30, 36, 38 & 39 26 Young 41,600 ENTACT10/30/2006 8:30 AM Soil <50 ppm 28, 30, 36, 38 & 39 22 Young 39,160 ENTACT10/30/2006 8:31 AM Soil <50 ppm 28, 30, 36, 38 & 39 36 Young 42,160 ENTACT10/30/2006 8:31 AM Soil <50 ppm 28, 30, 36, 38 & 39 11 Young 39,700 ENTACT10/30/2006 8:35 AM Soil <50 ppm 22 Culvert 6 Young 36,940 SES10/30/2006 8:35 AM Soil <50 ppm 28, 30, 36, 38 & 39 35 Young 42,420 ENTACT10/30/2006 8:35 AM Soil <50 ppm 28, 30, 36, 38 & 39 5 Young 40,580 ENTACT10/30/2006 8:37 AM Soil <50 ppm 28, 30, 36, 38 & 39 9 Young 39,540 ENTACT10/30/2006 8:38 AM Soil <50 ppm 28, 30, 36, 38 & 39 26 Young 42,040 ENTACT10/30/2006 8:39 AM Soil <50 ppm 28, 30, 36, 38 & 39 34 Young 42,310 ENTACT10/30/2006 8:40 AM Soil <50 ppm 28, 30, 36, 38 & 39 1 Young 39,960 ENTACT10/30/2006 8:42 AM Soil <50 ppm 22 Culvert 12 Young 35,240 SES10/30/2006 8:45 AM Soil <50 ppm 22 Culvert 6 Young 33,760 SES10/30/2006 8:46 AM Soil <50 ppm 28, 30, 36, 38 & 39 22 Young 39,400 ENTACT10/30/2006 8:48 AM Soil <50 ppm 28, 30, 36, 38 & 39 35 Young 42,240 ENTACT10/30/2006 8:48 AM Soil <50 ppm 28, 30, 36, 38 & 39 27 Young 41,580 ENTACT10/30/2006 8:49 AM Soil <50 ppm 28, 30, 36, 38 & 39 23 Young 39,840 ENTACT10/30/2006 8:51 AM Soil <50 ppm 28, 30, 36, 38 & 39 36 Young 41,860 ENTACT10/30/2006 8:55 AM Soil <50 ppm 22 Culvert 12 Young 36,260 SES10/30/2006 8:56 AM Soil <50 ppm 28, 30, 36, 38 & 39 9 Young 39,620 ENTACT10/30/2006 8:56 AM Soil <50 ppm 28, 30, 36, 38 & 39 34 Young 42,110 ENTACT10/30/2006 8:57 AM Soil <50 ppm 22 Culvert 8 Young 35,220 SES10/30/2006 8:57 AM Soil <50 ppm 28, 30, 36, 38 & 39 11 Young 39,840 ENTACT10/30/2006 8:57 AM Soil <50 ppm 28, 30, 36, 38 & 39 5 Young 40,520 ENTACT10/30/2006 8:58 AM Soil <50 ppm 28, 30, 36, 38 & 39 37 Young 41,780 ENTACT10/30/2006 9:00 AM Soil <50 ppm 28, 30, 36, 38 & 39 27 Young 41,900 ENTACT10/30/2006 9:02 AM Soil <50 ppm 28, 30, 36, 38 & 39 23 Young 39,920 ENTACT10/30/2006 9:03 AM Soil <50 ppm 22 Culvert 6 Young 30,220 SES10/30/2006 9:03 AM Soil <50 ppm 22 Culvert 8 Young 33,040 SES10/30/2006 9:04 AM Soil <50 ppm 28, 30, 36, 38 & 39 26 Young 41,980 ENTACT10/30/2006 9:06 AM Soil <50 ppm 28, 30, 36, 38 & 39 1 Young 39,840 ENTACT10/30/2006 9:08 AM Soil <50 ppm 28, 30, 36, 38 & 39 22 Young 39,720 ENTACT10/30/2006 9:09 AM Soil <50 ppm 28, 30, 36, 38 & 39 35 Young 42,140 ENTACT10/30/2006 9:11 AM Soil <50 ppm 22 Culvert 6 Young 36,220 SES10/30/2006 9:11 AM Soil <50 ppm 28, 30, 36, 38 & 39 9 Young 40,000 ENTACT10/30/2006 9:12 AM Soil <50 ppm 28, 30, 36, 38 & 39 36 Young 42,180 ENTACT10/30/2006 9:13 AM Soil <50 ppm 28, 30, 36, 38 & 39 11 Young 39,960 ENTACT10/30/2006 9:14 AM Soil <50 ppm 22 Culvert 12 Young 36,020 SES10/30/2006 9:15 AM Soil <50 ppm 28, 30, 36, 38 & 39 26 Young 41,520 ENTACT10/30/2006 9:16 AM Soil <50 ppm 28, 30, 36, 38 & 39 5 Young 40,060 ENTACT10/30/2006 9:21 AM Soil <50 ppm 22 Culvert 8 Young 41,140 SES10/30/2006 9:22 AM Soil <50 ppm 28, 30, 36, 38 & 39 1 Young 40,060 ENTACT10/30/2006 9:30 AM Soil <50 ppm 28, 30, 36, 38 & 39 22 Young 39,280 ENTACT10/30/2006 9:31 AM Soil <50 ppm 22 Culvert 6 Young 36,960 SES10/30/2006 9:31 AM Soil <50 ppm 28, 30, 36, 38 & 39 35 Young 42,680 ENTACT10/30/2006 9:33 AM Soil <50 ppm 28, 30, 36, 38 & 39 9 Young 39,980 ENTACT10/30/2006 9:34 AM Soil <50 ppm 28, 30, 36, 38 & 39 34 Young 42,410 ENTACT10/30/2006 9:37 AM Soil <50 ppm 22 Culvert 12 Young 38,800 SES10/30/2006 9:42 AM Soil <50 ppm 28, 30, 36, 38 & 39 37 Young 41,760 ENTACT10/30/2006 9:42 AM Soil <50 ppm 28, 30, 36, 38 & 39 27 Young 41,540 ENTACT10/30/2006 9:43 AM Soil <50 ppm 28, 30, 36, 38 & 39 23 Young 39,960 ENTACT10/30/2006 9:46 AM Soil <50 ppm 22 Culvert 8 Young 42,520 SES
CRA 013968 (222)
59 of 60TABLE 2.1A
DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/30/2006 9:47 AM Soil <50 ppm 28, 30, 36, 38 & 39 36 Young 42,500 ENTACT10/30/2006 9:48 AM Soil <50 ppm 28, 30, 36, 38 & 39 11 Young 39,420 ENTACT10/30/2006 9:53 AM Soil <50 ppm 28, 30, 36, 38 & 39 1 Young 40,720 ENTACT10/30/2006 9:54 AM Soil <50 ppm 28, 30, 36, 38 & 39 26 Young 41,500 ENTACT10/30/2006 9:55 AM Soil <50 ppm 28, 30, 36, 38 & 39 5 Young 39,780 ENTACT10/30/2006 10:00 AM Soil <50 ppm 22 Culvert 6 Young 36,120 SES10/30/2006 10:07 AM Soil <50 ppm 22 Culvert 12 Young 33,840 SES10/30/2006 10:08 AM Soil <50 ppm 28, 30, 36, 38 & 39 34 Young 41,610 ENTACT10/30/2006 10:09 AM Soil <50 ppm 28, 30, 36, 38 & 39 22 Young 39,180 ENTACT10/30/2006 10:14 AM Soil <50 ppm 28, 30, 36, 38 & 39 35 Young 42,160 ENTACT10/30/2006 10:18 AM Soil <50 ppm 28, 30, 36, 38 & 39 37 Young 41,340 ENTACT10/30/2006 10:19 AM Soil <50 ppm 22 Culvert 8 Young 36,980 SES10/30/2006 10:19 AM Soil <50 ppm 28, 30, 36, 38 & 39 9 Young 39,860 ENTACT10/30/2006 10:21 AM Soil <50 ppm 28, 30, 36, 38 & 39 27 Young 42,200 ENTACT10/30/2006 10:27 AM Soil <50 ppm 28, 30, 36, 38 & 39 11 Young 40,300 ENTACT10/30/2006 10:28 AM Soil <50 ppm 22 Culvert 6 Young 32,800 SES10/30/2006 10:32 AM Soil <50 ppm 28, 30, 36, 38 & 39 26 Young 41,120 ENTACT10/30/2006 10:34 AM Soil <50 ppm 28, 30, 36, 38 & 39 1 Young 39,580 ENTACT10/30/2006 10:35 AM Soil <50 ppm 22 Culvert 12 Young 34,360 SES10/30/2006 10:35 AM Soil <50 ppm 28, 30, 36, 38 & 39 36 Young 42,720 ENTACT10/30/2006 10:41 AM Soil <50 ppm 28, 30, 36, 38 & 39 5 Young 40,520 ENTACT10/30/2006 10:41 AM Soil <50 ppm 28, 30, 36, 38 & 39 23 Young 39,720 ENTACT10/30/2006 10:42 AM Soil <50 ppm 28, 30, 36, 38 & 39 34 Young 41,550 ENTACT10/30/2006 10:44 AM Soil <50 ppm 22 Culvert 8 Young 34,560 SES10/30/2006 10:45 AM Soil <50 ppm 28, 30, 36, 38 & 39 22 Young 38,800 ENTACT10/30/2006 10:49 AM Soil <50 ppm 28, 30, 36, 38 & 39 35 Young 41,640 ENTACT10/30/2006 10:50 AM Soil <50 ppm 22 Culvert 6 Young 34,920 SES10/30/2006 10:57 AM Soil <50 ppm 28, 30, 36, 38 & 39 9 Young 39,620 ENTACT10/30/2006 10:58 AM Soil <50 ppm 28, 30, 36, 38 & 39 37 Young 42,120 ENTACT10/30/2006 11:00 AM Soil <50 ppm 28, 30, 36, 38 & 39 27 Young 41,800 ENTACT10/30/2006 11:04 AM Soil <50 ppm 28, 30, 36, 38 & 39 11 Young 40,260 ENTACT10/30/2006 11:05 AM Soil <50 ppm 22 Culvert 12 Young 36,380 SES10/30/2006 11:06 AM Soil <50 ppm 28, 30, 36, 38 & 39 26 Young 41,140 ENTACT10/30/2006 11:07 AM Soil <50 ppm 28, 30, 36, 38 & 39 36 Young 42,260 ENTACT10/30/2006 11:12 AM Soil <50 ppm 28, 30, 36, 38 & 39 1 Young 40,560 ENTACT10/30/2006 11:16 AM Soil <50 ppm 22 Culvert 8 Young 30,060 SES10/30/2006 11:23 AM Soil <50 ppm 22 Culvert 6 Young 27,380 SES10/30/2006 12:03 PM Soil <50 ppm 28, 30, 36, 38 & 39 23 Young 39,820 ENTACT10/30/2006 12:05 PM Soil <50 ppm 28, 30, 36, 38 & 39 5 Young 40,120 ENTACT10/30/2006 12:06 PM Soil <50 ppm 28, 30, 36, 38 & 39 34 Young 41,950 ENTACT10/30/2006 12:10 PM Soil <50 ppm 28, 30, 36, 38 & 39 37 Young 40,980 ENTACT10/30/2006 12:11 PM Soil <50 ppm 28, 30, 36, 38 & 39 22 Young 39,240 ENTACT10/30/2006 12:13 PM Soil <50 ppm 28, 30, 36, 38 & 39 35 Young 42,180 ENTACT10/30/2006 12:15 PM Soil <50 ppm 28, 30, 36, 38 & 39 27 Young 41,840 ENTACT10/30/2006 12:16 PM Soil <50 ppm 28, 30, 36, 38 & 39 9 Young 39,820 ENTACT10/30/2006 12:20 PM Soil <50 ppm 28, 30, 36, 38 & 39 26 Young 41,360 ENTACT10/30/2006 12:22 PM Soil <50 ppm 28, 30, 36, 38 & 39 11 Young 39,800 ENTACT10/30/2006 12:23 PM Soil <50 ppm 28, 30, 36, 38 & 39 1 Young 40,300 ENTACT10/30/2006 12:26 PM Soil <50 ppm 28, 30, 36, 38 & 39 36 Young 42,480 ENTACT10/30/2006 12:34 PM Soil <50 ppm 28, 30, 36, 38 & 39 23 Young 39,660 ENTACT10/30/2006 12:37 PM Soil <50 ppm 28, 30, 36, 38 & 39 5 Young 39,980 ENTACT10/30/2006 12:40 PM Soil <50 ppm 28, 30, 36, 38 & 39 34 Young 42,030 ENTACT10/30/2006 12:42 PM Soil <50 ppm 28, 30, 36, 38 & 39 37 Young 41,500 ENTACT10/30/2006 12:47 PM Soil <50 ppm 28, 30, 36, 38 & 39 27 Young 42,120 ENTACT10/30/2006 12:47 PM Soil <50 ppm 28, 30, 36, 38 & 39 22 Young 39,420 ENTACT10/30/2006 12:54 PM Soil <50 ppm 28, 30, 36, 38 & 39 35 Young 42,660 ENTACT10/30/2006 12:55 PM Soil <50 ppm 28, 30, 36, 38 & 39 9 Young 39,400 ENTACT10/30/2006 12:57 PM Soil <50 ppm 28, 30, 36, 38 & 39 26 Young 41,240 ENTACT10/30/2006 1:00 PM Soil <50 ppm 28, 30, 36, 38 & 39 11 Young 39,880 ENTACT10/30/2006 1:02 PM Soil <50 ppm 22 Culvert 12 Young 34,320 SES10/30/2006 1:02 PM Soil <50 ppm 28, 30, 36, 38 & 39 1 Young 40,520 ENTACT
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DISPOSAL SUMMARY OF < 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
WasteDate Time Description Source Truck # Transporter Weight (lb) Contractor
10/30/2006 1:03 PM Soil <50 ppm 22 Culvert 8 Young 31,680 SES10/30/2006 1:06 PM Soil <50 ppm 28, 30, 36, 38 & 39 36 Young 42,240 ENTACT10/30/2006 1:07 PM Soil <50 ppm 28, 30, 36, 38 & 39 23 Young 39,660 ENTACT10/30/2006 1:12 PM Soil <50 ppm 28, 30, 36, 38 & 39 5 Young 40,660 ENTACT10/30/2006 1:15 PM Soil <50 ppm 22 Culvert 6 Young 33,220 SES10/30/2006 1:16 PM Soil <50 ppm 28, 30, 36, 38 & 39 34 Young 42,670 ENTACT10/30/2006 1:19 PM Soil <50 ppm 28, 30, 36, 38 & 39 37 Young 41,760 ENTACT10/30/2006 1:22 PM Soil <50 ppm 28, 30, 36, 38 & 39 27 Young 41,920 ENTACT10/30/2006 1:24 PM Soil <50 ppm 22 Culvert 12 Young 29,620 SES10/30/2006 1:25 PM Soil <50 ppm 28, 30, 36, 38 & 39 22 Young 39,340 ENTACT10/30/2006 1:30 PM Soil <50 ppm 22 Culvert 8 Young 29,520 SES10/30/2006 1:31 PM Soil <50 ppm 28, 30, 36, 38 & 39 35 Young 42,600 ENTACT10/30/2006 1:32 PM Soil <50 ppm 28, 30, 36, 38 & 39 9 Young 40,500 ENTACT10/30/2006 1:37 PM Soil <50 ppm 28, 30, 36, 38 & 39 11 Young 40,000 ENTACT10/30/2006 1:37 PM Soil <50 ppm 28, 30, 36, 38 & 39 26 Young 41,500 ENTACT10/30/2006 1:38 PM Soil <50 ppm 22 Culvert 6 Young 31,380 SES10/30/2006 1:38 PM Soil <50 ppm 28, 30, 36, 38 & 39 1 Young 39,880 ENTACT10/30/2006 1:40 PM Soil <50 ppm 28, 30, 36, 38 & 39 36 Young 42,260 ENTACT10/30/2006 1:45 PM Soil <50 ppm 28, 30, 36, 38 & 39 23 Young 39,800 ENTACT10/30/2006 1:49 PM Soil <50 ppm 28, 30, 36, 38 & 39 34 Young 42,590 ENTACT10/30/2006 1:50 PM Soil <50 ppm 22 Culvert 12 Young 35,700 SES10/30/2006 1:52 PM Soil <50 ppm 28, 30, 36, 38 & 39 5 Young 40,620 ENTACT10/30/2006 1:55 PM Soil <50 ppm 28, 30, 36, 38 & 39 27 Young 41,380 ENTACT10/30/2006 1:55 PM Soil <50 ppm 28, 30, 36, 38 & 39 37 Young 42,240 ENTACT10/30/2006 1:58 PM Soil <50 ppm 22 Culvert 8 Young 35,900 SES10/30/2006 2:01 PM Soil <50 ppm 28, 30, 36, 38 & 39 22 Young 39,720 ENTACT10/30/2006 2:05 PM Soil <50 ppm 28, 30, 36, 38 & 39 35 Young 42,780 ENTACT10/30/2006 2:06 PM Soil <50 ppm 28, 30, 36, 38 & 39 9 Young 40,180 ENTACT10/30/2006 2:07 PM Soil <50 ppm 22 Culvert 6 Young 30,340 SES10/30/2006 2:10 PM Soil <50 ppm 28, 30, 36, 38 & 39 11 Young 40,460 ENTACT10/30/2006 2:13 PM Soil <50 ppm 28, 30, 36, 38 & 39 1 Young 39,880 ENTACT10/30/2006 2:13 PM Soil <50 ppm 28, 30, 36, 38 & 39 26 Young 41,500 ENTACT10/30/2006 2:17 PM Soil <50 ppm 22 Culvert 12 Young 32,080 SES10/30/2006 2:21 PM Soil <50 ppm 28, 30, 36, 38 & 39 23 Young 39,780 ENTACT10/30/2006 2:22 PM Soil <50 ppm 28, 30, 36, 38 & 39 36 Young 42,240 ENTACT10/30/2006 2:25 PM Soil <50 ppm 28, 30, 36, 38 & 39 34 Young 41,870 ENTACT10/30/2006 2:29 PM Soil <50 ppm 28, 30, 36, 38 & 39 5 Young 40,240 ENTACT10/30/2006 2:32 PM Soil <50 ppm 28, 30, 36, 38 & 39 27 Young 41,840 ENTACT10/30/2006 2:36 PM Soil <50 ppm 28, 30, 36, 38 & 39 37 Young 41,840 ENTACT10/30/2006 2:39 PM Soil <50 ppm 28, 30, 36, 38 & 39 22 Young 39,960 ENTACT
Daily Total 6,401,230
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TABLE 2.1B
DISPOSAL SUMMARY OF > 50 PPM PCB WASTE MATERIAL - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
Date Waste Waste LandfillShipped Load No. Manifest No. Description Source Truck No. Transporter Weight (lbs) Contractor
10/6/2006 1584316 11631WAS Soil > 50 ppm Parcel 22 Rock M-9 U.S. Bulk Transport Inc. 37,220 SESDaily Total 37,220
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)
1 of 2TABLE 3.1
ENTACT TREATMENT SYSTEM SAMPLING RESULTS - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
Sample Date Analysis Influent After Settling Tanks
After Sand Filters (Pre-Carbon 1, Combined
Flow)
Between Carbons 1 & 2 After Carbon 2
After Sand Filters (Pre-
Carbon 3, Combined
Flow)
Between Carbons 3 & 4 After Carbon 4 Effluent (after bag filters)
10/20/2006 PCB (ug/L) 1.20 / 1.10 - - - - 0.064J ND(0.073) - - ND(0.073) ND(0.073) ND (0.073)Turbidity (NTU 6.72 / 6.14 - - - - 0.96 0.12 - - 0.43 0.15 0.10
Notes:ND - Non detectJ - Method blank contamination. The associated method blank contains the target analyte at a reportable level.ENTACT did not run their water treatment system during the weeks of October 2, 9, and 23, 2006.
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)
)
)
)
)
TABLE 3.2
SES TREATMENT SYSTEM SAMPLING RESULTS - OCTOBER 2006GM POWERTRAIN BEDFORD FACILITY
BEDFORD, INDIANA
Sample Date Analysis Influent After Sand Filter 1
After Sand Filter 2 Between Carbons 1 & 3 Between Carbons 2 &
4 After Carbons Effluent (after bag filters)
10/2/2006 PCB (ug/L) 1.70 1.30 1.50 / 1.40 0.13J ND(0.073) 0.17J ND(0.073)Turbidity (NTU 7.28 1.49 2.80 / 2.31 0.96 1.52 0.71 0.95
10/12/2006 PCB (ug/L) 1.80 - - - - 1.60 - - - - ND(0.073)Turbidity (NTU 2.32 - - - - 1.12 - - - - 0.00
10/16/2006 PCB (ug/L) 2.50 - - - - ND(0.073) / ND(0.073) 0.082J - - ND(0.073)Turbidity (NTU 2.85 - - - - 0.19 / 0.00 0.00 - - 0.00
10/24/2006 PCB (ug/L) 3.20 - - - - ND(0.073) ND(0.073) - - ND(0.073)Turbidity (NTU 6.89 - - - - 2.58 2.17 - - 0.00
10/30/2006 PCB (ug/L) 3.20 - - - - ND(0.073) - - - - ND(0.073)Turbidity (NTU 5.04 - - - - 0.00 - - - - 0.00
Notes:ND - Non detectJ - Method blank contamination. The associated method blank contains the target analyte at a reportable level.
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APPENDIX A
DELIVERABLES SUMMARY
MONTHLY PROGRESS REPORT – OCTOBER 2006
GM Powertrain Bedford Facility
APPENDIX A
DELIVERABLES SUMMARY
Date: November 14, 2006 Section: Monthly Progress Report
Deliverable Reference DeadlineDeliverable Due Date Status
Final Parcel 22 Workplan AOC IV.23; VIII.34.a Approved July 23, 2003 July 23, 2003 complete
Final Upstream Workplan AOC IV.25; VIII.34.b Approved July 23, 2003 July 23, 2003 complete
Designation of Contractors andProject Coordinator
AOC VII.30; VII.31 CRA & McGuigan – Effective Date of Order July 31, 2003 complete
Other contractors – 5 business days prior to commencement of work
Contractor HASP'U.S. EPA Approval Letter, July 23, 2003' before work is to begins complete
QAPP AOC VIII.34.c; VIII.37.a QAPP – 10 business days AED * August 14, 2003 complete
OMMPAOC VIII.38
OMMP – 30 business days after completion of each portion of Work in Paragraph 34. Final OMMP due with Final Report
Downstream Workplan AOC VIII.34.d; VIII.35.a 90 days AED October 29, 2003 complete
Site Source Control Workplan AOC VIII.34.e; VIII.35.a Approved November 11, 2003 August 21, 2003 complete
Monthly Progress ReportsAOC VIII.39.a 1st 30 days AED August 30, 2003 complete
15th of each month thereafter November 15, 2006 submitted November 14, 2006
Final Report AOC VIII.40Within 90 days after required info is received and work completed
Note:
AED = After Effective Date of Administrative Order on Consent
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APPENDIX B
CONSTRUCTION MEETING MINUTES