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® TABLE 2~ECTION F <br />STRUCTURES <br />FACILITYISTRUCTURE DIMENSIONS/SIZENOLUME MATERIAL <br />Grade Beam 1' x 5' x 164 I.f. Concrete <br />ROM TRANSFER STATION SUBSTATION <br />Transformer Pad (2) 14' x 14' x 2' Concrete <br />Chain Link Fence w/ 3 strand barbed wire 7' H ~ 160 1. f. Chain Link <br />8' Wide Double Gate 1 Gale Chain Link <br />3' Wide Single Gate 1 Gale Chain Link <br />6" Layer Washed Gravel 40' x 40' x 6" Washed Gravel <br />ROM RECLAIM TUNNEL 13'-6" W x 14'-6" H x 532' L Concrete <br />Floor 18' x 2'-6" x 532 I.f. Concrete <br />Walls (2) 14.5' x 1'-6" x 532 I.f. Concrete <br />Roof 16.5' x 2'-6" x 532 I.f. Concrete <br />End Wall 13.5' x 14.5' x 1'-6" Concrete <br />Escape Tunnel 48" Dia. CSP x125 I.f. CSP <br />VAULT FOR ROM STACKING TUBE #1 <br />Vault 18' x 18' x 14.5' (Inside Dimensions) Concrete <br />Vault Floor 25' x 25' x 2'-6" Concrete <br />Vault Walls 2' thick x 14.5' H x 50 I.f. Concrete <br />Vault Roof 22' x 22' x 4' Concrete <br />VAULT FOR ROM STACKING TUBE #2 <br />Vault 18' x 18' x 14.5' (Inside Dimensions) Concrete <br />Vault Floor 25' x 25' x 2'-6" Concrete <br />Vault Walls 2' thick x 14.5' H x 50 I.f. Concrete <br />Vault Roof 22' x 22' x 4' Concrete <br />VAULT FOR ROM STACKING TUBE #3 <br />Vault 18' x 18' x 14.5' (Inside Dimensions) Concrete <br />Vault Floor 25' x 25' x 2'-6" Concrete <br />Vault Walls 2' thick x 14.5' H x 50 !.f. Concrete <br />Vault Roof 22' x 22' x 4' Concrete <br />60" OVERLAND CONVEYOR 3,600 I.f. Conveyor <br />Truss End Footing 6' x 12' x 1.5' w/24" sq x 5' Pier Concrete , <br />10' Truss Footing 8' x 16' x 1.5' w/24" sq x 5' Pier Concrete <br />20' Truss Footing (3) 10' x 24' x 1.5' w/24" sq x 5' Pier Concrete <br />30' Truss Footing 10' x 28' x 1.5' w/24"sq x 5' Pier Concrete <br />40' Truss Footing (2) 10' x 10' x 1.75' w/24" Sq x 5' Pier Concrete <br />Gallery Truss Ends Footing (4) 6' x 18' x 1.5' w/24" Sq x 5' Pier Concrete <br />20' Gallery Truss Footing (2) 10' x 22' x 2' w/24" sq x 5' Pier Concrete <br />exh69asecf.xls 5 September 1999 <br />