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Exhibit 7, Item 14, Table 1
<br />Summary of Ditch and Channel Design Parameters
<br />Revision Date: 09/12/12
<br />Exh. 7 -14 -6 Revision No. TR -96
<br />Gulch A Ditch, Sta 20 to 58
<br />95.1
<br />5 -10
<br />10.0
<br />3.0
<br />9.0
<br />0
<br />95.1
<br />11 -15
<br />10.0
<br />3.0
<br />12.0
<br />r
<br />95.1
<br />16 -18
<br />10.0
<br />3.0
<br />15.0
<br />ti
<br />Gulch A itc to 59 to 65
<br />7-
<br />t
<br />X
<br />Gulch A Ditch, Sta 65 to 79
<br />96.5
<br />8 -9
<br />10.0
<br />3.0
<br />9.0
<br />w
<br />96.5
<br />10 -12
<br />10.0
<br />3.0
<br />12.0
<br />Section 11 Ditch, Sta 0 to 10
<br />1.0
<br />10
<br />0.0
<br />3.0
<br />Veg.
<br />EM
<br />17H �;Obne'ralized Dituh,Desi n Procedures. See'Text
<br />Bottom
<br />Side Slope,
<br />111p Rip,
<br />r
<br />East Taylor Ditch
<br />Flow, Q
<br />Slope, °lo
<br />Width
<br />-H.1V
<br />D50, ln'
<br />X
<br />East Taylor Ditch, Sta 0 +00 to 19 +55
<br />53.0
<br />22.0
<br />12.0
<br />3.0
<br />18.0
<br />w
<br />Sta 19 +55 to 38 +33
<br />47.2
<br />1.5
<br />20.0
<br />3.0
<br />n /a; veg.
<br />Sta 38 +33 to 81+85
<br />35.1
<br />8.3
<br />12.0
<br />3.0
<br />18.0
<br />Bottom
<br />Side Slope,,
<br />,Rlp`Rap,
<br />Streeter Gulch Ditch
<br />Flow, Q
<br />Slope, %
<br />Width
<br />HIV
<br />...
<br />'1360, In
<br />w
<br />Streeter Gulch, Sta 0 to 188
<br />31.0
<br />8
<br />12.0
<br />3.0
<br />18.0
<br />a
<br />Bottom
<br />Side.Slope,
<br />Rip, Rap,
<br />t
<br />Taylor Ditch
<br />Flow, Q
<br />Slope, %
<br />Width
<br />HAV
<br />D50, In
<br />w
<br />Taylor Ditch, Sta 0 to 10 +67
<br />4.4
<br />13
<br />12.0
<br />3.0
<br />18.0
<br />a
<br />Bottom
<br />Side Slope,
<br />Rip Rap,
<br />r
<br />Buckskin Draw Dltch '
<br />Flow, Q
<br />Slope, %
<br />Width
<br />HAV
<br />D50, In
<br />W
<br />Buckskin Draw Ditch, Sta 0 to 35
<br />>1
<br />8
<br />12.0
<br />3.0
<br />18.0
<br />0
<br />Bottom
<br />Side Slope,
<br />Rip Rap,
<br />Section 16 Pond Ditch Extension
<br />Flow, Q
<br />Slope, %
<br />Width
<br />HAV
<br />D50, in
<br />X
<br />NA,
<br />Section 16 Pond Ditch Extension
<br />1 9.7
<br />2
<br />0.0
<br />3.0
<br />in rock
<br />a
<br />South Taylor Haul Road Ditch
<br />Bottom
<br />Side Slope,
<br />Rip Rap,
<br />Not Permanent
<br />Flow, Q
<br />Slope, %
<br />Width
<br />HAV
<br />D60, in
<br />w
<br />0,
<br />N /A,
<br />Ditch, Sta 0 to 46
<br />10.1 1
<br />8
<br />1 (V ditch)
<br />3.0
<br />in rock
<br />Revision Date: 09/12/12
<br />Exh. 7 -14 -6 Revision No. TR -96
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