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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 />;1 <br />:1 <br />I <br /> <br />TABLE 3 <br />REPu\CEMENT REQUIREMENTS FOR 2ND CONSECUTIVE DRY YEAR <br />ARKANSAS RIVER SEGMENTS <br />LOWER ARKANSAS WATER MANAGEMENT ASSOCIATION <br />(values in acre-feet) <br /> <br /> Above J Martin Dam Drains above Lamar Canal <br />Month J Martin Dam to Lamar Canal Amity Canal to Stateline Total <br />(1) (2) (3) (4) (5) (6) <br />Apr 31 200 171 1,155 1,557 <br />May 35 330 195 1 ,420 1,980 <br />Jun 40 447 224 1,754 2,465 <br />Jul 44 504 243 1,995 2,786 <br />Aug 50 624 276 2,373 3,323 <br />Sep 57 710 306 2,717 3,790 <br />Oct 58 667 309 2,769 3,803 <br />Nov 55 169 101 1,034 1,359 <br />Dec 47 103 85 816 1,051 <br />Jan 40 82 77 686 885 <br />Feb 37 68 71 589 765 <br />Mar 32 59 66 514 671 <br />Total 526 3,963 2,124 17,822 24,435 <br /> <br />Notes: <br />1) Mainstem irrigation pumping for dry year is 100,000 ac-ft. <br />2) Depletions estimated using Colorado accounting model. <br />3) Replacement requirements adjusted for wells used as alternate points of diversion, <br />pre-compact wells and usability factors applied to depletions at Stateline. <br /> <br />6/16/98 L110, RPLCMT.xls, Table 3 <br />