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argued by the opponents of the application. The applicant’s video is very clear in its depiction of <br />the mining operation and the fact that the mine wall contains significant amounts of groundwater <br />and is in a continual wet condition. The video also clearly demonstrates that the mining of that <br />wet wall produces virtually no dust. The video also contains a clear demonstration that the <br />watered haul roads (as required by the LRAPA ACDP) from the extraction site to the rock <br />crusher do not produce significant amounts of dust. <br /> <br />Finally, we note that the applicant has testified that its request is merely to add the <br />expansion area’s additional aggregate material to its current inventory and that the processing <br />facility (the rock crusher and associated facilities) will remain at its current LRAPA-regulated <br />location and will not produce finished aggregate material in excess of its current LRAPA ACDP- <br />mandated levels. The location of the processing facility and its production level is strictly <br />regulated by the ACDP. The applicant has testified that the location of that facility and its <br />production levels will not change as a result of approval of this application. Therefore, the entire <br />Delta site, and all activities thereon, will continue to be regulated by the ACDP. By law, Delta’s <br />ongoing compliance with the ACDP requirements ensures that any potential dust conflicts from <br />any of those activities is and will be minimized. <br /> <br /> We find that the applicant’s requirement to operate all expansion area mining and <br />processing activities in conformance with the current LRAPA ACDP (modified to add the <br />expansion area to the existing permit and its requirements), and the applicant’s demonstration <br />that it will operate within the expansion area in conformance with the permit requirements <br />provides a legal basis to conclude and find that any potential dust conflicts from the proposed <br />mining of the expansion area have been, and will be, minimized as required by Goal 5. <br /> <br />Flooding <br /> <br />EGR has concluded that the Delta Sand and Gravel Company method of mining will <br />create no obstructions or other physical features that could impede flood flows across the <br />proposed expansion area. Essentially that conclusion means that flood flows should not be <br />impeded across the proposed expansion area if no fill within the floodway occurs. All mining <br />activity proposed for the expansion area will occur as excavation taking place below existing <br />ground surfaces. Within that mining methodology overburden will be removed and stockpiled in <br />areas higher in elevation than base flood elevations and/or stockpiled at locations on company <br />property that are below existing ground elevations. EGR concludes that the proposed mining <br />methodology on the proposed expansion area will not impede flood flow, reduce flood storage <br />volume within the flood plain or increase the velocity of water flowing across the proposed <br />expansion area. EGR further concludes that the proposed mining methodology completely <br />avoids all potential flood impacts. <br /> <br />Opponents of the application argue that the existence and operation of the aquaclude (see <br />subsequent discussion and findings regarding the aquaclude) will cause flooding on adjacent <br />residential lands because groundwater will be prevented by the aquaclude from migrating from <br />those lands to the mining site during heavy rain events. EGR has addressed that argument and <br />has demonstrated, in its rebuttal materials provided during the planning commission joint public <br />hearing and deliberation, that the movement of groundwater is not connected to surface water <br />that constitutes flooding during such events. Nonetheless, in response to the opponents’ <br />argument, the applicant and EGR have provided a modified aquaclude construction that leaves <br />the top elevation of the clay-filled aquaclude one foot below the measured elevation of the <br />wetland that exists on the meandering scar, approximately six to eight feet below ground surface. <br />While continuing to impede the rate of flow of groundwater from the adjacent property to the <br />expansion area (and mining pit), the aquaclude would allow the passage of a limited amount of <br />groundwater from the adjacent property, over the clay material and into the mining area during <br />heavy rain events. That elevation will also ensure that the aquaclude has no negative impact on <br />the water level of the wetland at different times during the year. We find that EGR has provided <br />significant evidence to support it conclusion that the aquaclude will minimize potential conflicts <br />Ordinance - 19 <br /> <br />