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Poudre Pits Combined SWSP <br />Plan IDs 3218, 3589 Et 4585 <br />January 16, 2018 <br />Page 4 of 10 <br />the stated recharge that occurred, the lagged depletions to be replaced in 2018 equal 0.66 acre- <br />feet. Combined, the dewatering operations at the Firestein/Tigges/Roberts Pit have resulted in a <br />lagged depletion of 4.37 acre-feet that must be replaced in 2018. <br />Dewatering operations at the La Poudre Pit occurred from January 1995 through December <br />2002, and during October and November of 2014. The Lee Parcel is projected to be dewatered at <br />an initial rate of 500 gpm for the first three months (March - May 2018), decreasing to 250 gpm for <br />the following seven months (June - December 2018). Fifty percent (50%) of the dewatering water <br />delivered to recharge in the West Lake and fifty percent (50%) will be delivered directly to the <br />river. Combining the lagged depletions and net accretions from the stated recharge with projected <br />dewatering depletions and accretions, dewatering activities at the La Poudre Pit site will create a <br />net accretion of 83.91 acre-feet during 2018. At the North La Poudre site, dewatering operations <br />occurred from September 2002 through March 2003 and recommenced from April 2012 through July <br />2014. The 2012 dewatering was not metered therefore no recharge credit was given. Instead, all <br />2012 dewatering was assumed to be discharged directly to the river creating no lagged accretions. <br />The operator installed meters at this site by January 2013 and starting January 2013 the actual <br />meter readings are used in the dewatering analysis. Dewatering that occurred throughout 2013 was <br />returned directly to the river through an unnamed slough located above the Whitney Ditch. With <br />the stated recharge that occurred in the past, the lagged depletions to be replaced in 2018 equal <br />5.85 acre-feet. Combined, the dewatering/recharge operations at the La Poudre and North La <br />Poudre pits will result in a net accretion of 78.06 acre-feet. <br />For this SWSP and any future approvals, actual monthly meter readings must be used to <br />determine the true dewatering rate, and to determine how much water was delivered to recharge <br />versus being directly returned to the river. <br />Table D below summarizes the impacts past and projected dewatering operations at each pit <br />will have on the stream system during this SWSP period. <br />Table D - Summary of Dewaterinia Impacts (acre-feet) <br />Site Name <br />2018 Direct <br />Accretions <br />2018 Lagged <br />Accretions <br />2018 Lagged <br />Depletions <br />Net Balance <br />Firestein <br />- <br />0 <br />-0.60 <br />-0.60 <br />Tigges <br />- <br />5.58 <br />-8.69 <br />-3.11 <br />Roberts <br />- <br />1.99 <br />-2.65 <br />-0.66 <br />North La Poudre <br />- <br />4.27" <br />-10.12 <br />-5.85 <br />La Poudre <br />219.38 <br />134.10 <br />.269.57 <br />83.91 <br />Total <br />219.38 <br />1 145.94 <br />1 -291.63 <br />73.68 <br />Excludes accretions from any dewatering recharge that may have occurred in 2012 <br />AWAS was used to determine the lagged depletions to the Cache La Poudre River from past <br />and projected dewatering operations at each site. The following parameters were used in the <br />model with the infinite aquifer boundary condition: the distance (X) from the centroid of the <br />exposed ground water surface to the river; the transmissivity (T); and the specific yield (S). The <br />Glover parameters used for each pit are shown in Table E below. <br />Office of the State Engineer <br />1313 Sherman Street, Room 821, Denver, CO 80203 P 303.866.3581 <br />www.water. state. to. us <br />rets <br />