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<br />4--;-- <br /> <br />~\'t:;76 <br />-'....._v. <br /> <br />... <br /> <br />9.908 respec-tively. A canal would convey the water to the Sugar Loaf Reser- <br /> <br />voir at eleva.tion 9.900. A 250 o.f.s. ca.nal would be needed to carry the <br /> <br />East Fork diversion a distance of 7-1/2 miles to the intersection with the <br /> <br />Tennessee Fork. At the Tennessee Fork the oanal would be changed to a 500 <br /> <br /> <br />c.f.s. canal. This canal would carry water a distanoe of 7-1/2 miles to the <br /> <br />Sugar Loaf Reservoir. <br /> <br />~he 250 c.f.s. cenal would be constructed at a cost of $222.000. <br />The 500 c.f.s canal would cost $260.000. <br /> <br />PIPE LINE TO SUPPLY PUEBLO WITH A MUNICIPAL WATER SUPPLY <br /> <br />Granerous to Salt Creek <br /> <br />38 inch pipeline at t>11.70 per foot <br />18 miles at $11.70 <br /> <br />.1.112.000 - <br /> <br />Salt Creek Reservoir to TCWIIl. <br /> <br />.,.., <br /> <br />52.800 feet 32 inch pipe at $5.00 per foot <br /> <br />261h 000 <br /> <br />Salt Creek Reservoir. <br /> <br />4.000 foot capa.city <br />502.061 cubic yards at $1.25 <br /> <br />627 .5'76 <br /> <br />Canal to Divert Salt Creek Around Dam: <br /> <br />1 mile of 600 c. f. s. oanal <br /> <br />10% Engineering <br /> <br />50.000 <br />$2.053.576 <br /> <br />410.715 <br />$2.464.291 <br /> <br />246.429 <br />$2.710.720 <br /> <br />*2.750.000 <br /> <br />20% Contingenoies <br /> <br />Estimated <br />