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<br /> PUMP FAClLllY Calculations <br /> Intake <br /> Toe Wan 6.86 Cy 8'1l32'll8" /15 6.86 . <br /> FS Slab 512.00 SFCA 8'1l32'1l2 512.00 <br /> Base Slab 4.72 CY (12 II 9'-8" II 8") + (6'llI0'1l8")/15 4.72 <br /> FS Slab 54.94 SFCA (32+ 15 + 15 +4+4+ 12) II .67 54.94 <br /> WaDs 6.72 Cy . (15'1l8'll.67) + (15'lll'll.67) + (3'-8"1l8' 112 118") + (12'1l8'x 8") /15 5.90 <br /> FS Wan 346.72 SFCA . (IS' + 15' + 4'-8" + 4'-8" + 12') 118'x2 661.44 <br /> Sump <br /> Base Slab 11.65 Cy. (15'-4"x 12'-8"1l1'-6")/15 11.65 <br /> FS Slab 42.00 SFCA . ((15'-4" II 2)+ (12'-8" x 2)) 111'-6" 114.00 <br /> WaDs 18.10 Cy. . ((IS'-4'1l2) +(12'-8'x 2)) II 5 x 1'-6' + (8'llS'X 2') /15 17.46 <br /> FS Wan 640.00 SFCA . (IS'-4'+ 15'-4'+12'-8'+12'-8'+8'+8') xS'x 2 720.00 <br /> Top Slab 1l.6S Cy. (IS'-4'll 12'-8'll 1'-6")/15 11.65 <br /> FS Elevated Slab 291.35 . ((IS'-4'x 2)+ (12'-8" x 2)) x 1'-6' + (15'-4" X 12'-8") 2'78.23 <br /> D~charge <br /> Base Slab 7.61 Cy. (13'-9' X 13'-10" X 1) /15 7.61 <br /> FS Slab 84.74 SFCA . (13'-9' + 13'-9" + 13'-10' + 13'-10") X 2 68.99 <br /> WaDs 3.34 Cy. . ((7' + 13'-10 + 7') x 2'-10'1l8") + (6'-3'1l2'-10'x8") I2S 2.58 <br /> FS Wan 640.00 SFCA . (7'+13'-10+7+6'-3"+6'-3) x 2'-10" x2 228.27 <br /> Top Slab 2.39 Cy, . (7' X 13'-10' X 8") /15 2.59 <br /> FS Elevated Slab 29.63 SFCA . (7'+7'+13'-10'+ 13'-10" X 8") 27.91 <br /> Flume 9.11 Cy . (11'-6" + 1.5" + 1.5") x24'x8'/15 9.33 <br /> FS Wan 220.98 SFCA . 1'-6'x24112 12.00 <br /> Cut off Wan 2.0S Cy. (4'x 12'-10" x 1') /15 2.0S <br />, <br />\ FS Wan 102.64 SFCA 12'-IO'1l4'x2 102.64 <br />