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RESPONSE TO COMMENTS, FINDINGS OF FACT, AND RECORD OF DECISION <br /> SILVER LAKE CENTER COMMERCIAL REDEVELOPMENT <br /> ENVIRONMENTAL ASSESSMENT WORKSHEET(EAW) <br /> • <br /> Because the site lacks steep slopes and BMPs will be implemented, significant adverse impacts <br /> from construction-related sediment and erosion are not expected. <br /> 8. Water Quality-Surface Water Runoff. The project will reduce peak runoff rates and improve <br /> runoff water quality relative to existing conditions. Modeling results predict a 26 percent reduction <br /> in phosphorus runoff from the 54-acre tributary watershed(a small portion of the drainage area is <br /> outside the subject property) following the construction of the first three ponds (Phase 1). The <br /> inclusion of the fourth basin will result in further stormwater discharge rate reductions and will <br /> provide a 45 percent total reduction in phosphorus discharge relative to existing conditions. All <br /> stormwater ponding will meet or exceed RCWD permitting standards and significant, negative <br /> downstream impacts are not anticipated. <br /> 9. Water Quality-Wastewaters. Wastewater will be typical of developments of this sort and the <br /> estimated maximum potential wastewater production is 31,963 gallons per day. All wastewater <br /> will be conveyed to the City's sanitary sewer system and no adverse impacts are anticipated. <br /> 10. Ground Water- Potential for Contamination. Although some groundwater beneath the <br /> southwest portion of the site is known to contain low levels of petroleum contaminants from an off- <br /> site source, the proposed project is not expected to increase the potential for future releases of <br /> contaminants that could impact groundwater below the site because (1) substantial site cleanup has <br /> and will occur as a direct result of this redevelopment, (2) the majority of the site will be covered <br /> by impervious surfaces, (3)the proposed underground storage tanks will be installed and monitored <br /> • in accordance with MPCA standards, and (4)all wastewater will be conveyed to the sanitary sewer <br /> system. <br /> 11. Solid Wastes; Hazardous Wastes; Storage Tanks. It is anticipated that solid waste generation <br /> will be typical of developments of this sort. The maximum potential solid waste generation for the <br /> ultimate development will likely be in the range of 1,000 to 1,500 tons per year. Source separation <br /> will be encouraged by the St. Anthony Village for the restaurants and retail businesses to be <br /> constructed on the site and these businesses will be expected to take advantage of recycling <br /> programs to reduce costs for solid waste trucking and disposal. Three to five USTs may be <br /> installed during site redevelopment. Appropriate measures to minimize environmental risks <br /> associated with solid wastes, hazardous wastes, and storage tanks are proposed. <br /> 12. Traffic. The proposed project will have no significant impact on the regional roadway system <br /> surrounding the project or on the signalized intersections near the project. The minor impacts to <br /> the local, unsignalized intersections will not cause significant environmental risks. <br /> 13. Air Quality. No significant impacts are expected. <br /> 14. Adverse visual impacts. No significant visual nuisances are expected. <br /> 15. Compatibility with Plans. The proposed project is consistent with existing zoning and no <br /> conflicts with adjacent land uses are anticipated. <br /> • <br /> PAGE 6 <br />