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r ' f <br /> r <br /> Table 2: Flood Control Calculations <br /> Probable Excay. Tons Rip Rap Load & Load & Haul & Haul & <br /> Max Lin. Ft. yd3/ Total Cost 3' Deep Total Place Place Avg. Road Road <br /> Area Flood of Lin. Ft. Excay. Per Excay. 1.5T/yd3/ Tons Rip Rap Rip Rap Haul Ton Main. Main. <br /> Canal CFS Canal Canal d� 3 yd3 Subtotal Lin. Ft. Rip Rap Cost/Ton Subtotal Miles Miles Cost/Tbn Subt. Total <br /> Robinson <br /> Pend <br /> Canal 6,000 6,200 38 235,600 $2.50 $589,000 16 99,200 $0.30 $29,760 2.5 248,000 $0.16 $39,680 $658,440 <br /> Ten <br /> Mile <br /> Pond <br /> Canal 6,000 6,300 38 239,400 2.50 598,500 16 100,800 0.30 30,240 3.5 352,800 0.16 56,448 685,188 <br /> May- <br /> flower <br /> Pend <br /> Canal 10,100 18,200 50 910,000 2.50 2,275,000 19 345,800 0.30 103,740 5.5 1,901,900 0.16 304,304 2,683,044 <br /> Kokomo <br /> & Searle <br /> Creek <br /> Canal <br /> (May- <br /> flower) 3,800 5,600 26 145,600 2.50 364,000 13 72,800 0.30 21,840 5.0 364,000 0.16 58,240 444,080 <br /> (rand Total $4,470,852 <br />