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<br />I <br />1 <br />I <br />1 <br />1 <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br /> <br />in the filter to induce solenoids to activate small back flush <br /> <br />pumps. Discharge will be contained in an earthen pond (Note <br /> <br /> <br />Exhibit XIII f.). The water will then traverse through the <br /> <br /> <br />transmission and potential distribution line to the treated <br /> <br /> <br />water storage tank. An altitude sensing valve at the tank <br /> <br />will monitor supply with demand. Although the transmission <br /> <br /> <br />line is t24,400 linear feet in length, the operation and main- <br /> <br /> <br />tenance of it should be fairly easy. There is continual access <br /> <br /> <br />to it in all seasons as it lies along St~te and County Highways. <br /> <br />Construction: <br /> <br />Most easements are along State and County Highways. <br /> <br />In some instances the digging capacities are limited and "quarters <br /> <br /> <br />tight". However, the majority is open and little difficulty <br /> <br /> <br />should be incurred. Little rock is anticipated as most of the <br /> <br /> <br />ground is composed of shale. Water may be a problem and ground <br /> <br />water conditions may necessitate the use of gravel (approximately <br /> <br />50%) to secure a sound trench bottom. Drain lines may have to <br /> <br />be installed to divert the waste. <br /> <br />2. Alternate II: <br /> <br />Alternate II, as in Alternate I above, proposes an <br /> <br />alternate point of diversion with results as previously noted. <br /> <br />This Alternate will use subterranean flow via two 12" diameter <br /> <br />well casings of approximately 29 vertical feet of depth. A <br /> <br /> <br />sump pit of approximately 80 feet in diameter and 29 feet deep <br /> <br /> <br />will surround the casing. This will be filled with 1Y," diameter <br /> <br />18 <br />