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discharges north to the infiltration basin will not leave the site as t11e basin has been <br />designed to infiltrate stormwater from this site and the ERL's demolition landfill site. <br />The eastern discharge point will be to TH 169 ROW. The western portion of the landfill <br />will discharge through two different stormwater ponds to a wetland on the east side of the <br />abandoned railroad tracks. This wetland is connected to a wetland west of the railroad <br />tracks which eventually flows into the Rice Lake wetland complex. The discharge point <br />for the all pond discharges will be onto property owned by the ERL. <br />The drainage calculations are presented in Appendix B. <br />3.8 BUILDING ELEVATIONS AND FLOOR PLANS <br />There are not proposed buildings associated with the proposed project. <br />3.9 OUTDOOR STORAGE <br />No additional outdoor storage is proposed. Storage will occur within existing structures. <br />3.10 WETLAND DELINEATION AND MI'T'IGATION PLAN <br />There are no wetlands present or impacted by the proposed project. <br />3.11 EAW/EIS REQUIREMENTS <br />There are no EAW/EIS requirements for the proposed expansion. An EAW/EIS is not <br />required for the proposed expansion. An EAW/EIS was conducted in 2004-2006 that <br />included the proposed expansion as part of a larger expansion. <br />T:\0742\140!\CilyAppfeblFEB Reporl_final (2).doc ~-'7 <br />