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<br />25. The applicant specifies that the operator is in the process of filing an augmentation plan with <br />the Office of the State Engineer (OSE) to replace water lost to the mining operation including <br />evaporative losses from lakes in the reclaimed areas. Please note that prior to initiation of the <br />vazious uses of alluvial-groundwater at the Mamm Creek Sand & Gravel Pit the operator may be <br />required by the OSE to obtain either a gravel pit or other type of well permit and prior to <br />obtaining such permit, an approved temporary substitute supply plan or decreed plan for <br />augmentation will be required. Therefore, prior to exposing alluvial-groundwater at the mined <br />pit(s), the operation must be in compliance with all requirements of the Office of [he Slate <br />Engineer (OSE) or the operator must post sufficient bond to cover the cost of backfilling the pit <br />with inert material to an elevation that is at least two (2) feet above the groundwater surface. The <br />applicant will need to commit to either demonstration of compliance with all applicable OSE <br />requirements or posting sufficient bond for backfilling prior to exposure of groundwater at the <br />Mamm Creek Sand & Gravel Pit. <br />26. Based on the information provided in the Regular 112 Application ("The mining operations <br />are expected to affect the groundwater in the alluvial deposits associated with the Colorado <br />River") and the hydrologic concerns raised by an objector, there is potential For adverse impacts <br />to the alluvial-groundwater system within the affected and in the surrounding area. The <br />seriousness of this potential is unknown at this time. Therefore, in accordance with Rule <br />6.4.7(b), the applicant will need to identify all known aquifers within the affected area, down to <br />the first aquitazd. Also, the applicant will need to provide a chazacterization of the aquifer(s). <br />Also, the depth to groundwater, below the surface, will need to be provided based on actual <br />measurements and defined as to time of yeaz when the measurements are taken. Since the <br />applicant proposes to operate and mine within analluvial-groundwater sytem, it is likely that the <br />water table will fluctuate significantly during various times or seasons of the yeaz. The <br />chazacterization of the aquifer and water table to be provided by the applicant will need to define <br />seasonal vaziations to be expected and should also include a discussion on the water levels in the <br />adjacent Colorado River since the river and azeas to be mined aze part of an interrelated, dynamic <br />system. (For example, it is likely that the river may recharge the surrounding alluvium during <br />certain times of the year, and the alluvium may recharge the river at other times of [he yeaz. This <br />dynamic should be explained or defined as much as possible by the applicant prior to a decision <br />of recorrtmendation by the Division). Please address. <br />27. Please identify the direction and hydraulic gradient of groundwater flow for the alluvial- <br />groundwater aquifer to be intercepted during mining at the Mamm Creek operation. Also, please <br />slate the source and date of the information and any assumptions used to chazacterize the aquifer. <br />23. Based upon the direction and gradient of groundwater flow, hydraulic conductivity, and other <br />pertinent aquifer characteristics, please provide an analysis of the shape, direction of travel, and <br />rate of movement of a potential contaminant plume leaving the permit area as a result of (I) a <br />continuous point source, such as fuel storage tank leaking over an extended period, and (2) an <br />instantaneous point source, such as an isolated spill event. Also, please provide a map which <br />clearly identifies and show the location of the closest (offsite) downgradient alluvial well and its <br />assumed capture zone that is located within the projected contaminant flow path. <br />