2018-01-16_PERMIT FILE - M2017036 (2)

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Second Submittal 8.0 CONCLUSIONS In addition to the objectives summarized in this section, this study describes just a few of the potential mitigation measures available, and emphasizes the collaborative strategies that LRM would implement toward neighbors if needed. LRM will work with neighbors to ensure that they have access to, and are able to interpret the well monitoring results available on the DRMS website, and will continue to collaborate directly with individual landowners as requested. LRM is committed to maintaining communication with neighbors, and has taken steps to share the results of this study with adjacent well owners as practical. The modeling efforts met the objectives as outlined in Section 1.2 as follows: • The conceptual model described in detail the groundwater system associated with LRM's Site • The numerical model mimicked existing conditions and then was used to predict impacts. It showed: — Changgs in:groundwater elevations affecting known well users, and provided maps of zones of potential drawdown impacts Grouridwaker flow paths were shown to be towards the dewatering sumps • Potential mitigation strategies were discussed and evaluated and a plan to monitor and implement corrective actions was provided. As with all models, this model is a numerical representation of the physical system that mimics trends and magnitudes of physical values. While great effort is taken to ensure the most accurate representation of the groundwater system, there are still uncertainties resulting from the required assumptions used during the modeling effort. Thus, the model is most useful in identifying areas of potential concern so that management plans can be made to mitigate any potential issues. Again, these areas are where groundwater is predicted to drawdown more than five feet or mound higher than 2 feet. Loveland Ready-Mix Concrete 27 Telesto Solutions, Inc. zniaoi iz_pi,�wwmmay_2iml%um,mt,A(10- Jan uary 2018