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Heit Pit Substitute Water Supply Plan Page 2 of 5 <br /> April 17, 2023 <br /> the Heit Sand and Gravel Mine during the period of this SWSP will be replaced by fully consumable water <br /> released from the City and County of Broomfield. <br /> In accordance with the letter dated April 30, 2010 from the Colorado Division of Reclamation, Mining, and <br /> Safety ("DRMS"), all sand and gravel mining operators must comply with the requirements of the Colorado <br /> Reclamation Act and the Mineral Rules and Regulations for the protection of water resources. The <br /> attached April 30, 2010 letter from DRMS required that the applicant provide information to DRMS to <br /> demonstrate you can replace long term injurious stream depletions that result from mining related <br /> exposure of ground water. The DRMS letter identified four approaches to satisfy this requirement. <br /> A surety reduction was approved on March 23, 2010 by DRMS reducing the bond by $110,614 - representing <br /> the remaining 20% of the construction bond that was posted for the slurry wall. The remaining bond of <br /> $197,280 remains in place to cover the remainder of the reclamation plan. With the slurry wall installed <br /> and approved by DWR as meeting the State Engineers lining criteria for gravel pit, the Heit Mine is in <br /> compliance with the State Engineer's requirements pursuant to section 37-90-137(11). <br /> Depletions <br /> The Applicant estimates that currently there are up to 5.95 acres of groundwater surface exposed at the <br /> Heit Pit within the lined area. Net evaporative depletions were calculated using a gross annual <br /> evaporation of 44 inches from the exposed water surface, with a credit of 12.99 inches for effective <br /> precipitation based on data obtained from the Western Regional Climate Center (period of 1950-2000) and <br /> the monthly gross evaporation rate distribution factors from the State Engineer's General Guidelines for <br /> Substitute Water Supply Plans for Sand and Gravel Pits. Evaporative depletions were assumed to be zero <br /> for the months of December and January based on the mean temperatures below 32°F from the Fort <br /> Lupton and Brighton Weather Stations temperature data (period of 1950-2000). The net depletion of <br /> groundwater due to evaporation from the 5.95 acres of water exposed at the site, assuming ice cover, was <br /> calculated to be 16.3 acre-feet, as shown on attached Table 1. <br /> While no evaporative depletions were projected for the months during which ice cover was assumed, the <br /> Applicant shall replace the net evaporation depletions from the exposed groundwater surface area that <br /> may occur during the assumed ice-covered period (the months of January and December) for any time <br /> that the pit is not completely covered by ice. Computation of the net evaporation during any time that <br /> the pit is not completely covered by ice shall be determined as the pro-rata amount of the monthly gross <br /> evaporation rate distribution amount identified in the State Engineer's General Guidelines for Substitute <br /> Supply Plans for Sand and Gravel Pits, subtracting the pro-rata amount of the effective precipitation for <br /> that period. <br /> For this SWSP period, 3 acre-feet per year of exposed water from inside the approved slurry wall will be <br /> used for dust suppression under as shown on attached Table 2. No processing will occur on site and since <br /> the pit is lined, no depletions will occur from water lost from mined product or aggregate washing. <br /> Therefore, total depletions are 19.3 acre-feet. <br /> Since all depletions occur within the slurry liner, depletions are instantaneous. Since the Applicant <br /> proposes a 10% contingency, the replacement obligation under this SWSP is 21.2 acre-feet, as shown on <br /> attached Table 3. <br />