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Journey Ventures Pit SWSP Page 3 of 6 <br />March 21, 2017 <br /> <br />Dewatering <br /> <br />Dewatering began in October 2015 and is expected to continue up to the completion of the <br />repair of the slurry wall, estimated to be March 2017. Dewatering water that is pumped to the silt <br />pond and the recharge pond will be assumed to return to the stream in the same timing as the <br />dewatering depletions. Dewatering is projected to occur at a rate of 1,000 gpm (135 acre -feet per <br />month), with a total capacity of 4,000 gpm (540 acre-feet) from the dewatering sump to the silt <br />pond and recharge pond. The configuration of the recharge pond within the pit is shown in attached <br />Map 3. Dewatering operations must be measured by totalizing flow meters that can accurately show <br />the monthly volume of water dewatered into the silt pond and the recharge. Any dewatering water <br />placed into silt pond and recharge pond cannot be used for any purpose by the operator, and must <br />be allowed to accrete to the stream. Should it be determined by the water commissioner or <br />division engineer that water within the silt pond and the recharge pond is being diverted for <br />any purpose by the operator and accounting is not adequate to show the recharge of <br />dewatering is occurring the Applicant will need to account for any lagged dewatering depletions <br />at the site once dewatering stopped. <br /> <br />Replacements <br />The operator proposes to provide replacement for this pit using fully consumable water <br />leased from the City of Greeley (“Greeley”). A copy of the lease agreement with Greeley for 39.74 <br />acre-feet for the period of April 1, 2017 through March 31, 2018 of fully consumable effluent from <br />Greeley’s wastewater treatment plant was provided to this office with the SWSP request and is <br />attached to this letter. The leased water includes additional water to cover transit looses. Transit <br />losses were estimated at 0.25 percent per mile for six miles from the Greeley’s WWTP to the <br />Journey Venture Pit. Ideally the transit loss should be based on 0.25 percent per mile for five miles <br />from the Greeley’s WWTP to the confluence of the South Platte and Cache La Poudre rivers and <br />0.25 percent per mile during the non-irrigation season and 0.50 percent per mile during the <br />irrigation season along the South Platte for 1 mile from the confluence to the Journey Venture Pit. <br />Due to the small variation in the transit loss numbers for the irrigation and non-irrigation season, <br />the estimated transit loss of 0.59 acre-feet is accepted in this SWSP. <br /> <br />The point of delivery for the Greeley lease replacement water is the Greeley Wastewater <br />Treatment Plant (“WWTP”) outfall. However the point of delivery for the Greeley lease water may <br />also be one or more of the following locations: <br /> Cache La Poudre River immediately below Greeley’s existing WWTP, at the outlet of <br />the Flatiron Reservoir Nos. 1-5 (aka Poudre Ponds at Greeley), or at delivery stations <br />from the Greeley Canal No. 3 <br /> In Lonetree Creek, a tributary to the South Plate River, immediately below the Swift <br />WWTP outfall <br /> In the Big Thompson River at delivery stations or release structures from Greeley <br />Loveland Canal and related structures <br /> Other points to the Cache La Poudre or Big Thompson River at delivery stations or <br />release structures owned and operated by Greeley or available for Greeley’s use <br />where Greeley had augmentation water legally and physically available. <br /> <br /> Greeley must notify the District 3 Water Commissioner when releases are made at locations <br />other than the WWTP. The Ogilvy Ditch headgate on the Cache La Poudre River is a potential