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<br />T A6LE 1 JOHN MARTIN RESERVOIR
<br /> ANNUAL OPERATION IAF)
<br /> COMPACT YEAR 1991
<br /> Contents Inflow to Storage Contents
<br />M2!lI!1 Beain Month ~ Eva DO ration ~ End Month
<br />Nov. '90 17,566.62 11,772.16 476.00 0.00 26,663.00
<br />Dec. 26,663.00 6.473.00 238.00 0.00 37,118.00
<br />Jan. '91 37,118.00 10,285.00 0.00 0.00 47.403.00
<br />Feb. 47.403.00 15,331.00 316.00 0.00 62.418.00
<br />Mar. 62.418.00 9,659.05 1,647.00 175.05 70,255.00
<br />Winter Subtotal ::::::~:$A~!t?X:::::::?:;~?~:.:9.9::::::::I?~::9.~:::
<br />Apr. 70,255.00 1,852.40 1,668.00 27,027.33 43.412.07
<br />May 43.412.07 0.00 2,074.00 6,349.67 34,988.40
<br />June 34,988.40 0.00 2, I 74.00 11,059.42 21,754.98
<br />July 21,754.98 7,648.16 1.477.00 16,570.54 I 1,355.60
<br />Aug. 11,355.60 0.00 1,025.00 204.58 10, I 26.02
<br />Sept. 10, I 26.02 0.00 895.00 38.01 9,193.01
<br />Oct. '91 9,193.01 0.00 662.00 144.43 8,386.58
<br />Summer Subtotal :::::::)AQQ:.:@:::::::::~:;~?~:.:9.9:::~:i;:~~~::~:~:::
<br />Year Total 65,020.79 12,654.00 61,569.03
<br /> NOTES
<br />[II Peak contents, 70,297 AF; reached on March 31, 1991.
<br />121 Source: Oper. Sec. 91 Report Tables I, II, VI, and VIII (includes City of Lamar
<br />temporary sub-account operations).
<br />
<br />The 1991 Arkansas River Compact Year and the winter season for JMR
<br />began at 0001 hours November 1, 1990 with 17,588.82 acre-feet in
<br />the reservoir distributed as shown in Table 2. Winter storage officially
<br />ended at 2400 hours on March 31, 1991 with a total inflow to the
<br />reservoir of 55,520.23 acre-feet. Conservation storage received
<br />29,170,11 acre-feet of water which was held for subsequent release
<br />to the various Section II accounts after March 31, pursuant to the
<br />Operating Plan. An additional 26,350.12 acre,feet was stored at JMR
<br />during the period November 15, 1990 to March 15, 1991 pursuant to
<br />::;ection III ot the 1 ~I:lU Uperating t-'Ian and the t-'ueblo Winter Water
<br />Storage Program ("WWSP"). as shown on Table 3.
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