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Appendix G - Detailed Description of Altt:rnative 4: DOFJRL-2001-11<br />
^ Entombment with Internal and External Waste Disposal Rev.1 Draft li<br />
Redline/Strikeout<br />
1 would be to place some of the equipment either in cell 3 or into containers placed into the<br />
2 galleries.<br />
3<br />
4 G.lA.1.2 Demolition of the 271-U O[fice Bullding. The 271-U Oftice Building would be<br />
5 demolished in Alternative 4. The 271-U Office Building has a basement, three floors, and a<br />
6 reinforced concrete slab roof. There is a concrete masonry perimeter wall supported on a<br />
7 basement wall, with interior masonry walls within the building. The roof is a reinforced concrete<br />
8 slab similar to the floors. The third floor is a chemical makeup area with floor slabs up to 03 m<br />
9 (1 ft) thick that support chemical tanks.<br />
10<br />
11 Additional building features included in the demolition are a stack on the roof (296-U-10), an<br />
12 elevator, a second floor vault, and mechanical equipment in the basement. Demolition would<br />
13 use typical building demolition techniques. The resulting rubble would be left in place alongside<br />
14 221-U and the area filled and compacted as part of the clean fill around the canyon.<br />
15<br />
16 G.1.4.1.3 Decontamination and Decommissioning (D&D) of Stairways on 221-U Building.<br />
17 Eight stairwells on the northwest side of 221-U are light construction and would be demolished<br />
18 using typical building demolition techniques. Ten stairwells on the southeast side of 221-U are<br />
19 thick wall, lightly reinforced concrete construction. The heavy construction of these stairwells<br />
20 would be factored into the demolition costs. Any contamination found in the stairwells on the<br />
(0-'\ 21 canyon's southeast side would be fixed in place prior to demolition. All stairwell demolition<br />
22 waste would be disposed adjacent to 221-U where it would be protected from infiltration by the<br />
23 environmental barrier.<br />
24<br />
25 C.1.4.1A D&D Other Aboveground Structures. All other aboveground structures identified<br />
26 in Assumption 2 at the beginning of this appendix that are within the footprint of the 221-U<br />
27 environmental cap would be decommissioned as part of Alternative 4 activities.<br />
28<br />
29 G.1A.2 D&D of Buried Piping. Buried piping not already addressed in the preparation of the<br />
30 complex function would be ttrouted in place or removed prior to the placement of engineered Cill<br />
31 around 221-U . based on the outcome of risk assessment work . In addition to the miscellaneous<br />
32 piping to be removed, the exhaust ventilation tunnel would be removed. This tunnel is a<br />
33 reinforced tunnel connecting the canyon air ventilation tunnel to the stack and filter. The tunnel<br />
34 is approximately 60 m long and runs from the end of the ventilation tunnel in section 3 to the<br />
35 fans.<br />
36<br />
37 G.1.4.3 Confirm Remediated Waste <strong>Site</strong>s Within Environmental Cap Footprint-<br />
38 Altemative 4 includes covering 221-U with an environmental cap. It is assumed that the waste<br />
39 sites located within the environmental cap, as identified in Assumption 4 at the beginning of this<br />
40 appendix, would be remediated by other projects prior to the start of Alternative 4 and<br />
41 construction of the environmental cap. All remediation wastes would be disposed at ERDF.<br />
42<br />
43 G.1AA Confirm Well Decommissioning. Three wells are located within the footprint of the<br />
44 environmental cap. It Is assumed that these wells would be decommissioned by other projects<br />
Final Feasibility Studyfor the Canyon Disposition lnitietive (221-U Facility)<br />
)uno?003 G-14