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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 />II <br />I <br />I <br />I <br />I <br />I <br /> <br />.' . <br /> <br />C') <br />r: -, <br />N Mr. Steven J. Witte, Division Engineer <br />(Xl March 11,1999 <br />f\.~ Page 3 <br />o <br /> <br />to them, and then all the water will be taken by LAWMA until the rotation has been <br />completed. This rotational procedure will be modified when LAWMA acquires the Spady <br />and Waldrop shares. <br /> <br />4) Mr. Howland will record the daily flows attributable to LAWMA's ownership and <br />calculate the daily consumptive use and return flow credits. <br /> <br />We understand that Mr. Howland is presently performing this function. and we expect that <br />he will continue with it in the future. The consumptive use and return now credits will be <br />calculated on the LAWMA-Highland water that flows over the Highland Diversion Dam, <br />Obviously, the LAWMA-Highland water will not include that being passed to satisfy senior <br />water rights in Water District 67 or water that occurs in the river in excess of the total <br />Highland demand. Mr. Howland can make these calculations in m,uch the same way as is <br />presently done, but different monthly percentages will be used since the ditch will be <br />operated only part of the time. The attached table derives percentages that are appropriate <br />for this situation; it is similar to Table 6 in our April 30, 1998 memorandum which sets forth <br />the percentages that are presently used. The table is based on the average diversions into <br />the canal during 1950-93, with prorations by stock ownership and delivery and use <br />efficiencies patterned after the H-I Model. Rows 1 through 4 derive the water that would <br />have been delivered to the non-LAWMA owners under this proposal and the canal losses <br />that would have been required to make the deliveries. Rows 5 through 18 show a water <br />budget for the LAWMA-Highland water. Rows 19 through 22 show return nows from the <br />LAWMA-Highland water, and Rows 23 <lnd 24 show stream depletion. The monthly stream <br />depletion percentages in Row 24 range from 4.1 in February to 83.1 in August. We <br />propose to simplify the procedure by limiting LAWMA's use of the water rights to the <br />months of April through October for which a single percentage of 75.3 would be applied. In <br />this situation, it will not be necessary to account for winter return nows since the stream <br />depletions in November, February, and March exceed the stream accretions in December <br />and January. Volumetric limitations to apply to the total LAWMA-Highland water as <br />measured at the Highland Diversion D<lm are not more than 12,021 acre-feet in anyone <br />year and not more than 101,940 acre-feet in any 10-year period. <br /> <br />Please let me know if you have any questions or need additional information. <br /> <br />Sincerely yours, <br /> <br />HELTON & WILLIAMSEN, P.C. <br /> <br />#~.4-.;W'~ <br /> <br />rDuane D. Helton <br /> <br />DDH/mlc <br /> <br />Enclosure <br /> <br />I cc: Hal D. Simpson w/enc. <br />,EJ. 4- Dale Straw w/enc. <br />I (::\') Donald F. Higbee w/enc. <br /> <br />C:\L.101\0311H.DOH <br />
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