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Last modified
1/26/2010 2:21:51 PM
Creation date
10/12/2006 1:30:49 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8143.800
Description
John Martin Reservoir - Water and Contracts
State
CO
Basin
Arkansas
Water Division
2
Date
12/1/1999
Title
Report of the Colorado State Engineer - Concerning Accounting of the Operations of an Offset Account in John Martin Reservoir for Colorado Pumping - 1998 -- Part 2 of 2
Water Supply Pro - Doc Type
Report/Study
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I.J.s....~ 4 <br />I <br /> <br />/(J AJ\(J.,~,<J-- <br /> <br />RECEIVED <br />c.') 99 <br />'. 'MAR 1 5 19 <br />~ ONISlON tNGlNfER <br />.... PUEll\.O. COLOAAOO <br />00 <br /> <br />HELTON & WILLIAMSEN, P,C. <br />CONSULTING ENGINEERS IN WATER RESOURCES <br />384 INVERNESS DRIVE SOUTH, SUITE 144 <br />ENGLEWOOD, COLORADO 80112-5822 <br />PHONE (303) 792-2161 <br />FAX (303) 792-2165 <br /> <br />March 11, 1999 <br /> <br />Mr. Steven J. Witte, Division Engineer <br />Colorado Division of Water Resources <br />310 E. Abriendo, Suite B <br />Puebio, Colorado 81004 <br /> <br />Subject: Administration and Operation <br />Highland Canal Water Rights <br /> <br />Dear Steve: <br /> <br />We have prepared this proposal for a procedure for administering and operating the <br />Highland water rights in response to your letter of February 12, 1999. Pursuant to your instructions <br />in this letter, we have assumed that (1) a gaging station has been established at the Highland <br />Diversion Dam, (2) a Parshall flume has been installed on the canal a short distance from the <br />headgate, and (3) both measuring points are connected to a data collection platform so that flow <br />data are available to both your personnel and LAWMA on a real-time basis. We have also <br />assumed that the Highland Diversion Dam has been repaired so that the canal can sweep the <br />river. Finally, we understand that Bill Howland presently administers these water rights and <br />performs the accounting of consumptive use and return flow credits for LAWMA's portion of them, <br />and have assumed in this proposal that Mr. Howland will continue to perform these functions. <br /> <br />The general administration and operational procedure will not need to be varied when <br />different flow rates are available or desired under the Highland water rights and therefore we have <br />not specified different procedures for different flow rates. The administration of these water rights <br />in relation to other rights on the Purgatoire and Arkansas Rivers does change to some extent with <br />different flow rates, but this is the present situation and is the result of the relative priorities of the <br />water rights involved; the Arkansas River Compact and the decree in Case No. 1325 in the Bent <br />County District Court, which as you know specifies a sort of futile call condition. <br /> <br />Our proposed procedure involves four steps Which are listed and discussed in the following <br />paragraphs: <br /> <br />1 ) <br /> <br />LAWMA will inform Mr. Howland of the demand under the Highland water rights. <br /> <br />LAWMA will consult with the non-LAWMA stockholders and will notify Mr. Howland of the <br />date when the stockholders wish to tum the ditch on in the spring, of the demands for water <br />under the Highland rights and changes in demands that may occur during the irrigation <br />season, and the date when they wish to shut the ditch off in the fall. The ditch will usually <br />be turned on sometime in March and be operated into November. Nonnally, the <br />stockholders will want all the water that is available to them under the priority system as has <br />been the historical practice. Exceptions will occur when occasional freshets occur in the <br />Purgatoire River that reduce the water demand and when LAWMA is not wanting its full <br />amount of water. Outside of the April-through-Dctober period, when only non-LAWMA <br />owners are wanting water, Ihe diversions Into the canal will be Ilmiled 10 4.5 cfs, which is <br />based on prorated historical delivery rates and a 3.00 cfs allowance for canal losses. <br />
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