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4. The Division requested that the Applicant explain any mitigation measures to be implemented if trigger points aze met. <br />The WWE report indicates what mitigation measures should and could be taken, but does not commit the Operator to <br />implement any single one or combination of these measures. Please commit to what measures will be taken should the <br />trigger points be reached. <br />5. The Applicant has proposed to provide the baseline groundwater data to the Division via a Technical Revision, between <br />the time that the slurry wall is installed and before mining commences below the water table. The Operator and <br />Applicant should be aware that the slurry wall is the feature that may disrupt the groundwater r8gime, and not mining <br />below the water table inside the slurry wall. Therefore, one yeaz's worth of groundwater data must be acquved and <br />submitted to the Division for review, prior to installation of the slurry wall. <br />6. In a letter from the Operator dated January 7, 2005, the Operator has proposed to "continue to collect data for at least 12 <br />months, or until just prior to the start of disturbance in amendment area, and the fmal pre-mining baseline averages will <br />then be calculated from all data collected." To clarify, the Division is in agreement with the W WE report, which states, <br />"It is recommended that LGE continue to measure groundwater in the existing monitoring wells...throughout the life of <br />the existing mine. Groundwater should also be monitored throughout the life of the expansion area..." <br />7. The January 7th letter also states, "...we propose that a change in the preliminary and then final baseline average monthly <br />groundwater level in the vicinity of the amendment azea of greater than 5 feet, and documentation of a complaint caused <br />by this change, would trigger an investigation to confirm that L. G. Everist, Ina (LGE) was responsible for the lowering <br />of groundwater... Further, if there is a complaint prior to reaching the 5 foot trigger, it would be investigated to <br />determine its causes, and if it is found that that LGE operations are responsible, then LGE would work with the affected <br />party to implement measures agreed to in order to resolve the complaint. We are basing our proposed trigger point on <br />the preliminary pre-mining baseline average data, which has shown natural fluctuations of groundwater levels of 3 feet. <br />With this natural fluctuation, the trigger of 5 feet is actually reduced to 2 feet of change, an amount noted as acceptable <br />to DMG" The Division does not agree with the 5-foot trigger point proposed by the Operator. This trigger is based on <br />an average water level and does not account for seasonal fluctuations in groundwater. The Division has approved plans <br />that set a trigger point of a 2 foot drop in the seasonal water level, but not based on an average groundwater level, plus an <br />additional 2 foot drop. As mentioned under item 8 in this letter, a drop of 5 feet in groundwater levels during irrigation <br />season has a much higher potential for negatively impacting well production and subirrigation than would a two foot <br />drop during the seasonal groundwater highs. The Division does agree with the Operator's proposal to investigate any <br />complaint received, regardless of the change in goundwater elevation. <br />8. The Division requested that the Applicant describe how the shadow effect will impact, among other things, the activities, <br />which rely on groundwater in the vicinity of the site; vegetation on or near the site, including the cottonwood trees in the <br />riparian azea neaz the South Platte River; and the wetlands located on the site. The information contained in the WWE <br />report raises concems with the Division regarding these issues. The WWE report indicates that the expected shadow <br />effect north of WCR 18 is as great as four to five feet lower than current levels, versus the current shadow effect of the <br />existing slurry wall in this area of 1 foot lower or less. In that a nursery is known to operate in this azea, and no specifics <br />have been submitted to the Division with regard to this operation and its reliance on subirrigation and its well, the <br />Division needs further information regarding the potential impacts to the nursery operation. The well belonging to the <br />nursery is projected to experience a 16 percent reduction in the saturated thickness in and azound the well. The report <br />projects that this degree of reduction may fall within the natural range of groundwater fluctuations, and therefore, should <br />have impacts too small to impact yields from the well. The Division does not agree with the conclusion contained in the <br />W WE report without quantified evidence. Although the 16 percent reduction may fall within the seasonal fluctuations of <br />the groundwater level in this well, the user is more likely to rely on greater amounts of water coincident to the growing <br />season, and therefore, the irrigation season and higher goundwater levels. Although the well may have as much as a 16 <br />percent reduction in the saturated thickness during non-irrigation periods, the user will likely not be pumping large <br />amounts from the well at this time. If the user did attempt to extract the same amount of water as during the irrigation <br />season, when the water levels were lower, the well may not produce the needed quantities of water. The Division <br />requves more quantified data regarding this well and the owner's reliance on subirrigation to assure that the user will not <br />be negatively impacted by the operation. <br />9. The Division expressed concerns in the first adequacy review that there may be effects on the amount of water conveyed <br />in the irrigation structures that aze located among and adjacent to the proposed phases. As the Division stated, if these <br />structures leak and the groundwater level around the structures is lowered as a result of mining activities there is likely to <br />