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TABLE 2 -SECTION F <br />STRUCTURES <br />FACILITY/STRUCTURE DIMENSIONSISIZENOLUME MATERIAL <br />Sloping Wall Footing 8' x 50' x 2' Concrete <br />Sloping Walls 1.5' thick x 34'H do to grade x 50 I.f. Concrete <br />BREAKER BYPASS 8 GOB PILE <br />Cantilever Wall Footing 14' x 96' x 2.5' Concrete <br />Cantilever Walls 2' thick x 34' H x 94 I.f. Concrete <br />Sloping Wall Footing (2) 8' x 50' x 2' Concrete <br />Sloping Walls 1.5' thick x 34' H do to grade x 50 I.f. Concrete <br />84" STORAGE PILE FEED CONVEYOR 250' I.f. Conveyor <br />Footing (2) 15' x 15' x 2' w/36" Sq x 7' Pier Concrete <br />ROM STACKING TUBE #1 14' Dia.x 70' H (1' Walls) Concrete <br />Stacking Tube Head House #1 26' x 26' x 40' Steel <br />84" Pile Transfer Conveyor #1 171' I.f. Conveyor <br />ROM STACKING TUBE #2 14' Dia. x 70'H (1' Walls) Concrete <br />Stacking Tube Head House #2 26' x 26' x 40' Steel <br />84" Pile Transfer Conveyor #2 171' I.f. Conveyor <br />ROM STACKING TUBE #3 14' Dia. X 82'H (1' Walls) Concrete <br />Slacking Tube Head House #3 26' x 26' x 40' Steel <br />DRAINAGE STRUCTURES <br />5' X 5' Precast Concrete Box Culvert 1800 I.f. Precast Concrete <br />4' x 4' Precast Concrete Box Culvert 320 I.f. Precast Concrete <br />48" Precast Drop Intel with Grate NA NA <br />Culvert A Headwall 8 cu.yds. Concrete <br />Culvert B Headwall 13.5 cu.yds. Concrete <br />Culvert C Headwall 13.5 cu.yds. Concrete <br />Cast in Place Junction for Culverts A, B 8 C 12.5 cu.yds. Concrete <br />Energy Oissipator (2) 42 cu.yds. Concrete <br />Transfer Boxes (2) 7.5 cu.yds. Concrete <br />18" HDPE Pipe 150 I.f. ~ HDPE Pipe <br />24" HDPE Pipe 380 I.f. HDPE Pipe <br />60" ROM RECLAIM CONVEYOR 645 I.f. Conveyor , <br />ROM TRANSFER STATION (Incl. MCC Room) 35' x 29' x 37' + 18' x 35' x 14' Steel <br />Fooling (6) 8' x 8' x 2' w/24" Sq x 5' Pier Concrete <br />Footing (3) 6' x 6' x 1' w/24" Sq x 5' Pier Concrete <br />Slab on Grade 35' x 29' x 6" Concrete <br />Slab on Grade 18' x 35' x 6" Concrete <br />Thickened Slab at Tail Pulley 28' x 14' x 1.5' Concrete <br />exh69asecf.xls 4 September 1999 <br />