|
<br />e
<br />
<br />e
<br />
<br />e
<br />
<br />Deep Total Consumptive
<br />Return
<br />Percolation = Flows Use Factor
<br />
<br />consumptive use factor from the table shall be deliverable less any'
<br />amounts deducted by the Division Engineer for evaporation and
<br />transit loss, That portion identifiable as canal and lateral loss is to
<br />be dedicated to use of other water users within the ditch service
<br />area, The remaining tail-water and deep percolation components
<br />shall be released to the river by the Division Engineer to maintain
<br />historic return flow patterns within the succeeding 12 months,
<br />
<br />Canal and Tail
<br />
<br />Ditch
<br />
<br />Lateral Loss + Water
<br />
<br />+
<br />
<br />Bessemer
<br />Rocky Ford Highline
<br />Oxford
<br />Catlin
<br />Holbrook
<br />Fort Lyon
<br />Las Animas Consldtd,
<br />Keesee
<br />F or! Bent
<br />Amity
<br />Lamar
<br />Hyde
<br />Manvel
<br />X-V Graham
<br />Buffalo
<br />Sisson-Stubbs
<br />
<br />0,1348
<br />0,2313
<br />0,0916
<br />0,1113
<br />0,1208
<br />0,2783
<br />0,0967
<br />0,0662
<br />0,1208
<br />0,2389
<br />0,1068
<br />0,0662
<br />0,1068
<br />0,0916
<br />0,1018
<br />0,0611
<br />
<br />0,0523
<br />0,0427
<br />0,0566
<br />0,0547
<br />0,0537
<br />0,0380
<br />0.0561
<br />0,0592
<br />0,0537
<br />0,0419
<br />0,0551
<br />0,0592
<br />0.0551
<br />0,0566
<br />0.0556
<br />0,0597
<br />
<br />0,2212
<br />0,1536
<br />0,3644
<br />0,3431
<br />0,2102
<br />0,1307
<br />0,2550
<br />0,2223
<br />0.2102
<br />0,1442
<br />0,3459
<br />0,2036
<br />0,3459
<br />0,1949
<br />0,2177
<br />0,2054
<br />
<br />0.5916
<br />0,5725
<br />0.4874
<br />0.4909
<br />0.6152
<br />0.5531
<br />0.5921
<br />0,6523
<br />0,6152
<br />0.5750
<br />0.4921
<br />0,6710
<br />0.4921
<br />0.6569
<br />0,6249
<br />0,6738
<br />
<br />Rule 9,
<br />
<br />8,
<br />
<br />c,
<br />
<br />A.
<br />
<br />0.4084
<br />0.4275
<br />0.5126
<br />0.5091
<br />0.3848
<br />0.4469
<br />0.4079
<br />0.3477
<br />0.3848
<br />0.4250
<br />0.5079
<br />0.3290
<br />0.5079
<br />0,3431
<br />0,3751
<br />0.3262
<br />
<br />The State and Division Engineers shall apply these presumptive
<br />factors in approving and developing terms and conditions for
<br />proposed leases. loans, options and exchanges of water from the
<br />above ditch systems through the water bank in their determinations
<br />as set forth in Rule 7 for bank users within these systems, To claim
<br />values differing from those listed above. users must submit to the
<br />State and Division Engineers a historic consumptive use analysis
<br />for consideration,
<br />For water outside of the systems listed above. a historic
<br />consumptive use analysis must be submitted to the State and/or
<br />Division Engineers for consideration,
<br />
<br />Procedures for Delivering Water from Storage Facilities.
<br />
<br />The user of banked water must notify the Division Engineer at least
<br />24 hours prior to a request for delivery of water from the bank,
<br />Such notification must include the account number. date. time and
<br />location of release, The Division Engineer will administer the
<br />
<br />7
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