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Table 2 <br />Fort Morgan Canal Augmentation Plan Structures (Plan ID 0102528) <br />Component WDID Comment <br /> Plan ID used to track total pumping, depletions, and water <br />Augmentation Plan 0102528 supplies. Water supplies include natural stream flow if the <br /> downstream call is junior or no call is active. <br />Recharge Site 0100514 Rch Reservoir ID used to store diversions to a Recharge site. <br />Recharge Seepage 0102528 <br />P1R Plan ID used to track lagged accretions from Recharge site <br /> _ see a e. <br />Canal Seepage 0102528 <br />P1C Plan ID used to track lagged accretions from canal <br /> _ seepage. <br />Reservoir 0103817 Reservoir ID used to replace depletions by a storage <br /> release directl to river. <br />Direct Right Bypass* 0100514 Diversion ID used to replace depletions by direct bypass <br /> of portion of direct flow right. <br />Augmentation Well* * Various Well ID used to track accretions from a ground water <br /> diversion directl to river. <br />* Direct flow bypass currently pending in Water Court recommended for inclusion in SPDSS model. <br />* * Ditch company representatives indicated Western Sugar augmentation well included in pending Water Court application <br />(Case No. 04CW72). No augmentation wells associated with Fort Morgan Canal augmentation plan ID in HydroBase (Version <br />20060816). <br />Lagged accretions to the South Platte River from recharge diversions are returned to the river <br />based on return flow factors and locations defined in StateMod input files. Lagged accretions <br />should be accounted in recharge accretions structures based on source of seepage water - <br />recharge site seepage (ID 0102528_P1R) or canal seepage (ID 0102528 P1C), as summarized in <br />Table 2. Canal seepage should be accounted based on simulated ditch losses from all diversions <br />to recharge when no other supplies (e.g., irrigation) are being run in the ditch. <br />One recharge water right is used to divert water from the South Platte River into the ditch and <br />multiple recharge sites (pits) off the Fort Morgan Canal. The capacity of the ditch and number <br />and capacities of the pits able to store recharge water is unknown; therefore, the demand for the <br />recharge water rights should be modeled at one recharge site located at the end of the Fort <br />Morgan Canal, as summarized in Table 3. <br />Table 3 <br />Fort Morgan Canal Augmentation Plan Recharge Water Rights <br />i <br />Di <br />h <br />C Recharge Site at end of Capacity / Su 1 <br />arr <br />er <br />tc Ditch Target Amount Admin. No. A .Date <br />Fort Morgan Fort Morgan Canal <br />Canal Recharge Area 19,860 ac-ft* 323 cfs 44699.0 5/19/1972 <br />(ID 0100514) (ID 0100514 Rch) <br />* Equal to 323 cfs * 1.9835 ac-ft/dy/cfs * 31 days <br />A-56 ofA-106 <br />