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C-1 00 cr.' <.. Reservoir, Crawford: Tot~l capacit,Y to EL 6553 . . . . . . . . . . . . .. . . . Active capacity....... .............. ..... Surface area. . . . . . . . . . . . . . . , . . . . . . . . . . . . . Dimension: Structural height. . . . . . . . . . . . . . . . . . . . . . . . . Top width. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Maximum base width ..................... Crest length............................. Crest elevation. ......................... Total volume, . . . . . . . . . . . . . . . . . . . . . . . . . . . Spillway: Uncontrolled concrete crest and concrete-lined chute at left abutment. Crest length............................. Crest elevation.. ......... ....... ...... ... Capacity at EI. 6562...................... Outlet works: Concrete circular and horse- shoe tunnel with 34-in steel pipe with four 2.25-ft-square high pressure gates. Capacity to Aspen Canal. . . . . . . . . . . . . . . . . . Diversion Facilities SMITH FORK DIVERSION DAM Type: Earth dike with concrete ungated ogee crest Location: On Smith Fork, 3 mi northeast of Crawford, Colo. Year completed: 1962 Modi/ied,I967 Sluiceway added lEI. 6708-]O-ftradialgatel. Dimensions: Height above streambed.......... ........ Crest length ftotaH ............... .... .... Crest length (weirl ... . . . . . . . . . . . . . . . . . . . . Crest elevation 'weir) . . . . . . . . . . . . . . . . . . . . . Volume ................................ Headworks: One 5- by 4-ft slide gate and concrete box Capacity... ... ..... ....... ....... ... ... Smith Fork Project 14,395 acre-ft 14,064 acre-ft 406.2 acres 162 It 30 It 1.020 It 580 It 6578.0 It 1,006,000 yd' 15 It 6553.0 It 1,400 ft3/s 125 ftJ/s 10 It 10 It 790 It 34.6 ft 6713.0 It 5,900 ydJ 80 ft3/s Carriage Facilities SMITH FORK FEEDER CANAL Location: Near Crawford, Colo., from Smith Fork Diversion Dam southwesterly to Crawford Reservoir. Construction period: ]961-62 Length ........................... Initial capacity. ......................... Typical maximum section, earth lined: Bottom width... .... ......... ........... Side slopes.. .... ... .......... ........... Water depth ....... ........ ........ ..... ASPEN CANAL Location: In the vicinity of Crawford, run. ning northerly from Crawford Dam. Construction period: 1961-62 Length................................ . Initial capacity. . . . . . . . . . . . . . . . . . . . . . . . . . Typical maximum section, earth lined: Bottom width. . . . . . . . . . . . . . . . . . . . . . . . . . . Side slopes.............................. Water depth ...................... CLIPPER CANAL Location: In the vicinity of Crawford, branch. ing from Aspen Canal to the west. Construction period: 1961-62 Length. ................................ Initial capacity. . . . . . . . . . . . . . . . . . . . . . . . . . Typical maximum section, earth lined: Bottom width...... .... .... ... .......... Side slopes........................... Water depth .... ........................ 2.4 mi 80 ftl/s 8 It 2,1 3 It 5.8 mi 125 ftl/s 10 It 1.5,] 4.6 It 0.5 mi 60 ftl/s 7 It 2,1 2.5 It