1 - the Envirostor
1 - the Envirostor
1 - the Envirostor
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
After <strong>the</strong> excavation had been completed, <strong>the</strong> bucket areas of <strong>the</strong> backhoe<br />
arm that came in contact with <strong>the</strong> contaminated soil were steam cleaned over<br />
a plastic berm. This rinsate was collected in a 55-gallon drum. Air<br />
monitoring was performed prior to and during <strong>the</strong> excavation operation. The<br />
procedures and results of <strong>the</strong> air monitoring are provided in Section 4.5.<br />
2.5.3 Loadinq. Transoortation and Disoosal<br />
Excavated soil was loaded directly into waiting dump trucks (as described<br />
in Section 2.5.2) for transportation to <strong>the</strong> disposal facility. The<br />
equipment and personnel used to perform <strong>the</strong>se tasks were as provided for in<br />
Section 5.0 of <strong>the</strong> Work Plan and/or listed in <strong>the</strong> project financial<br />
reports. Transportation of loaded soils was carried out in accordance with<br />
<strong>the</strong> transportation plan provided in Section 3.0 of <strong>the</strong> Work Plan.<br />
During <strong>the</strong> excavation activities, <strong>the</strong> presence of vinyl chloride was<br />
suspected because of air monitoring results. Increased Health and Safety<br />
precautions, project standby time, and o<strong>the</strong>r delays resulted during <strong>the</strong><br />
period that <strong>the</strong> presence or absence of vinyl chloride was being evaluated.<br />
The procedures and results of <strong>the</strong> air monitoring for vinyl chloride are<br />
presented in Section 4.5.<br />
Laboratory analyses on <strong>the</strong> soils for determination of vinyl chloride are<br />
provided in Appendix C.<br />
2.5.4 Backfill Placement<br />
Backfill operations were performed as required by Section 02200 of <strong>the</strong><br />
technical specifications or as described herein.<br />
Backfilling began in <strong>the</strong> vacant lot, where <strong>the</strong> deep PCB pit was first<br />
brought up to <strong>the</strong> same grade as <strong>the</strong> excavation in <strong>the</strong> residential lot.<br />
Backfill soil in <strong>the</strong> vacant lot was placed in 8-inch thick lifts and