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Table 9-1 Minnesota Noise Standards NAC-1 <br /> Daytime Nighttime <br /> Lso Lio Lso Lio <br /> 60 d BA 65 d BA 50 d BA 55 d BA <br /> The Site will comply with the state noise standards by maintaining the setback areas and <br /> constructing perimeter berms within the setback areas to provide shielding and reduce sound <br /> emissions from the Site at nearby receptors. The equipment will be operated at recessed areas on <br /> the mine floor. The surrounding excavation slopes provide additional shielding for sound emissions <br /> from the equipment. All structures, equipment, and processing plants will be maintained in proper <br /> working order, undergo regular maintenance and be kept in a neat condition. Operating equipment <br /> will use standard noise control features such as mufflers. On-site equipment will be fitted with <br /> broad band back up alarms where practical. <br /> Crushing equipment is fitted with spray bars to mitigate the generation of dust during processing. <br /> Unpaved internal haul roads will be watered on a regular basis and routine street and entrance <br /> sweeping will be conducted to reduce fugitive dust emissions. The processing equipment operates <br /> under a MPCA Non-metallic Mining General Air Permit and is subject to certain operating standards <br /> which include limits on the amount of emissions, opacity standards, establishes minimum moisture <br /> content of feed material, fugitive dust control measures, equipment controls, record keeping and <br /> reporting requirements. Processing operations are established at recessed portions of the Site which <br /> further reduces fugitive dust emissions associated with the processing equipment. Perimeter berms <br /> and vegetated screening help to further reduce any dust traveling offsite. <br /> Weeds and other unsightly or noxious vegetation will be controlled as necessary to preserve the <br /> appearance of the area.The Site will be operated in a manner to minimize any land use conflicts and <br /> to comply with all applicable local, state, and federal permits, standards, and regulations. <br /> 10. Geology, soils and topography/land forms: <br /> a. Geology - Describe the geology underlying the project area and identify and map any <br /> susceptible geologic features such as sinkholes, shallow limestone formations, <br /> unconfined/shallow aquifers, or karst conditions. Discuss any limitations of these features for <br /> the project and any effects the project could have on these features. Identify any project <br /> designs or mitigation measures to address effects to geologic features. <br /> The surficial deposits and topography of the Site result from past regional glacial events. Larger <br /> landforms are the result of the advance of the St. Croix phase of the Superior Lobe which <br /> deposited a red sandy till across the area. A northwest-southeast trending terminal moraine <br /> formed at the edge of the Superior Lobe resulting in large geomorphic features in the area. <br /> Later, the advance of the Grantsburg Sublobe of the Des Moines Lobe, deposited a calcareous <br /> gray till with shale fragments. The Grantsburg till was the last major depositional event in the <br /> region. As the Grantsburg Sublobe melted, an esker complex was formed which provides thick <br /> sand and gravel deposits characteristic of the area.' <br /> 3 City of Elk River, Elk River Gravel Mining District Environmental Impact Statement, 1994. <br /> Environmental Assessment Worksheet Page 10 <br /> Elk River Sand and Gravel Mines:Tiller Corporation and Max Steininger, Inc. <br />