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<br />locations reported by the driller. Of these 170 wells, 150 are listed as active. Table 11-1 provides a <br />summary of the uses recorded for the wells within the study area, as reported by the Well Index (for <br />locations see Figure 11-1). Additional information on the wells, including the unique well numbers, can <br />be found in Appendix B. Many of the wells are active water quality monitoring wells, while many <br /> 4 <br />others have no specific information recorded. <br />Table 11-1. Well Uses within the AUAR Study Area <br />Well Use Number of Wells within Study Area <br />Sealed/Abandoned 20 <br />Monitoring Well 60 <br />Industrial 3 <br />Domestic 2 <br />Remedial 3 <br />Other 45 <br />Unknown 37 <br />b.D <br /> <br />ESCRIBE EFFECTS FROM PROJECT ACTIVITIES ON WATER RESOURCES AND MEASURES TO MINIMIZE OR <br />I..I... <br /> <br />MITIGATE THE EFFECTS IN TEM BI THROUGH TEM BIV BELOW <br />i.W-F,, <br /> <br />ASTEWATER OR EACH OF THE FOLLOWING DESCRIBE THE SOURCES QUANTITIES AND <br />,/ <br />COMPOSITION OF ALL SANITARY MUNICIPALDOMESTIC AND INDUSTRIAL WASTEWATER PRODUCED OR <br />. <br /> <br />TREATED AT THE SITE <br />1) I, <br />F THE WASTEWATER DISCHARGE IS TO A PUBLICLY OWNED TREATMENT FACILITY IDENTIFY ANY <br />PRETREATMENT MEASURES AND THE ABILITY OF THE FACILITY TO HANDLE THE ADDED WATER AND <br />,,, <br />WASTE LOADINGS INCLUDING ANY EFFECTS ON OR REQUIRED EXPANSION OF MUNICIPAL <br />. <br />WASTEWATER INFRASTRUCTURE <br />Metropolitan Council Environmental Services (MCES) operates the regional wastewater system. <br />MCES provides wastewater service to the AUAR study area via a lift station and a series of <br />interceptors. <br />The MCES lift station that serves the AUAR study area and southeast Mounds View is located <br />approximately one-third mile west of CR 10 on CR H. The City of Mounds View has a 21 inch trunk <br />sanitary sewer that runs to the northeast quadrant of the County Road I and County Road H <br />intersection. The City also has an 18-inch trunk sanitary sewer that continues east, under I-35W <br />and under Rice Creek in a dual inverted siphon, and into the AUAR study area. <br />The MCES lift station has a flow capacity of 5.8 million gallons per day (mgd). The average daily <br />flow pumped at this lift station between 2005 and 2010 ranged from 0.47 mgd to 0.57 mgd. The <br />corresponding allowable peak flow, reached during precipitation events, would be a maximum of <br />ximately 3.8 mgd. Based on <br />the MCES Sewer Available Charge (SAC) Program, the estimated peak flows generated by the <br />Zoning Scenario and Maximum Development Scenario are 2.42 mgd and 2.75 mgd, respectively. <br />Therefore, in the Maximum Development Scenario approximately 1.05 mgd of capacity would <br /> <br /> Minnesota Geological Survey & Minnesota Department of Health. County Well Index shapefile. Content last updated 1 <br />4 <br />December 2011. <br /> <br /> <br />July 2014 Final AUAR 11 <br />