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<br />VI, Laterals
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<br />Each lateral was designated with the letter prefix of the canal which
<br />it is under, followed by either a mile station or another letter symbol,
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<br />Cj)
<br />CJl
<br />-J
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<br />-- A. South Canal Laterals
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<br />There are seven existing laterals under the South Canal, AB, AC, Al.5,
<br />AH, AG, AM and Cedar Creek Lateral, which would be piped with either concrete
<br />or PVC pipe, The capacities range from 70 to 2 cubic feet/second and the total
<br />'length will be 60 miles. This includes a combination of AM lateral that will
<br />result in a 3 mile reduction in length for AM Lateral,
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<br />Several changes will be made to the alignments which will result in
<br />~reduction of length of laterals as well as more efficient water delivery, For
<br />example, the map on page (not vet complete) shows the proposed alignments for
<br />some of the laterals, AM lateral will be modified to take out of the South
<br />Canal in 5 different locations and use small pipes to make the deliveries now
<br />carried' by AM Lateral, This re-alignment will result in the reduction of 3
<br />miles of lateral as well as provide the water users with additional head by
<br />ta\,ing Water directly out of the South Canal. AMA will be relocated as shown
<br />on this map.
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<br />B, Loutzenhizer Canal Laterals
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<br />There eleven existing laterals under the Loutzenhizer Canal, Dl.58, Dl,60, .
<br />,D4,30, D6,40, DA, DB, DC, DE, DF, DG, and DK, which would be placed in
<br />concrete or PVC pipe. The 11 laterals total 25 miles in length and would have
<br />capacities ranging from 85 to 2 cubic feet/second, The locations of the
<br />laterals are shown on Drawing No. 1244-417-1414,
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<br />C, Selig Canal Laterals
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<br />There are 11 existing laterals under the Selig Canal, EC, ED, EF, EE,
<br />EH, EJ, ,EK" EL, EM, EO, ED which would be placed in concrete or PVC pipe.
<br />Modifying EO lateral by adding 3 siphons as indicated on the map on page (Not
<br />vet comolete) will result in being able to completely eliminate EQ lateral.
<br />Total length of the remaining laterals will be approximately 35 miles.
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<br />D, East Canal Laterals
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<br />There are six existing laterals under the East Canal, GB, GD, GE, GF,
<br />GH, AND GK, which would be placed in concrete or PVC pipe. The six laterals
<br />total 47 miles in length and would have capacities ranging from 85 to 4 cubic
<br />feet/second, The locations of the East Canal laterals are shown on Drawing
<br />No, 1244-417-1416,
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<br />E, Garnet Canal Laterals
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<br />There are nine existing laterals under the Garnet Canal, HA, HB, HC,
<br />HD, HE, HF, HG, HH, AND HI, which would be place in concrete or PVC pipe, The ~
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