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CHAPTER III <br />ALTERNATIVES <br />Table 6 <br />Membrane lining data for Government Highline Canal <br />(Recommended nlan)1/ <br />Government Height Height <br />Highline Bottom to to Top <br />Canal Capacity Length width Depth Side lining bank width <br />section Beginning End (cfs) (miles) (feet) (feet) slope (feet) (feet) (feet) <br />East end portion Price-Stub Ditch <br /> Pumping Plant Lewis Wash 730 8.5 14 8.4 2.5:1:0 9.9 13.2 79.9 <br /> Lewis Wash Indian Wash 670 2.4 14 8.1 2.5:1:0 9.5 12.7 77.7 <br />Middle portion Indian Wash Persigo Wash 670 8.5 14 8.1 2.5:1:0 9.5 12.7 77.7 <br /> Persigo Wash Little Salt Wash 570 5.8 12 7.8 2.5:1:0 9.1 12.2 73.1 <br /> Little Salt Wash East Branch, Big <br /> Salt Wash 450 3.2 12 7.0 2.5:1:0 8.2 11.1 67.5 <br />East Branch, Big <br />Salt Wash Stage One <br />West end portion?./ End of Stage One East Salt Creek <br />East Salt Creek Badger Wash <br />1/ Appraisal-level data. <br />2/ Does not include a mile-long siphon under East Salt Creek. <br />390 2.4 12 6.5 2.5:1:0 1.7 10.5 64.5 <br />160 3.3 10 4.5 2.5:1:0 5.3 7.6 47.9 <br />120 4.1 10 3.9 2.5:1:0 4.7 6.8 43.8 <br />22 <br />