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WSP05434
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Last modified
1/26/2010 2:18:20 PM
Creation date
10/12/2006 1:01:29 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8111.200
Description
Arkansas River Compact Administration
Basin
Arkansas
Water Division
2
Date
1/8/1954
Title
Notes for Revision of ARCA Rules and Regulation
Water Supply Pro - Doc Type
Report/Study
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<br />.";.." <br /> <br />o <br />en <br />o <br />f. <br /> <br />Page 3 <br /> <br />Janu.BI7 B, 19S4 <br /> <br />/ (2) Who should be responsible for reservoir regulation to effeot <br />) such accumulation concurrent with priority administration? <br />I, <br /> <br />The answer to the first question is essentially a matter of judgment <br />on the part of the Administration; As pointed out previously, a change-over <br />cushion pool as small as 2,000 AF would be impracticable. on the other hand, <br />experience indicates that it should not be as large as 20,000 AF. A cUlIhion <br />pool somewhere between these limits, possibly in the range of 10,000 AF, would <br />seem to be a reasonable criterion. Certainly, the Administration should have <br />no great difficulty in determining an acceptable figure. <br /> <br />The second question is not so simple to answer since it has some <br />,lllgal as well BS human aspects. Nonetheless, it too is susceptible of rational <br />analysis. The Attorney General's opinion gives legal sanction to the storage <br />of surplus inflow Khile COlorado is under priorit.y administration. The Arkansas <br />River Ditch Association's position, previollSly referred to, is that there <br />should be but one responsibility while the reservoir is "emptY" and that the <br />stilte Engineer should control the river and reservoir gates until the Admin- <br />istration discontinues priority administrstion by an official finding that <br />water is again available for release under Article V-F. Recognition of thue <br />principles would mean, in effect, that the State Engineer's organization should <br />exercise the required reservoir control by issuing instructions for manipulating <br />the John Martin gates during freshets. <br /> <br />That conclusion must be considarerl, necessarily, in the light of <br />the fact that the state Engineer, under Colorado laws, is not authorized to <br />impound water. But under the Compact, the AdJllinistration is vested tlith that. <br />authority. Then why couldn't. the Administration delegate its storage power <br />to the state Engineer during periods of "emptY" reservoir? Whether t.he state <br />Engineer would be willing to acoept such a delegation of authority would have <br />to be determi.!llld but, to !'orestall a legal objection, the delegation might be <br />termed for .detention" rather than "storage". In effect, then, the state t:ngi- <br />neer would not be violating his statutory limitations but would be acting on <br />behalf of and under the express authorization of the Administration. <br /> <br />Now, presuming the State Engineer's accept.ance of the delegation <br />of authority to detain surplus inflow. what would be the prooedure for dis- <br />oontinuing priority adminietration, i.e., for resumption of exclusive opera- <br />tional control by the Administration? Let's assume too, but merely' for the <br />sake of example, that the cllShion pool has been set at, say, 8,000 AF. The <br />State Engineer and his organization would, of course, have full knowledge of <br />precipitation and flow conditions--certainly as much knowledge as the Adm1n1s- <br />tratiows personnel might have--trom which to fonn estimates of potential yield <br />at John Martin. If and when these estimates indicated in the ju~nt of the <br />State Engineer that the 8,000 AF figure was likely to be attaine , he would be <br />required to give notice of such prediction to the Administration. Thereupon <br />the Administration would make an appropriate fin~, under Artiole V-F, of <br />the re-availability of water for release. In ot er words, the same procedure <br />that is now applied in the case of a predicted "empty" reservoir would be applied <br />to a predicted us~able reservoir. except that in the latter CBse the prediction <br />would emanate from the state Engineer. <br /> <br />// <br />
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