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Ms. Katie Larsen <br />05/07/2025 <br />Page 3 <br />7. (WSB 4/2/2025) Check with Anoka County to see whether connecting to the existing <br />storm sewer on Lake Drive without crossing Market Place Drive is possible from <br />infiltration basin IB-1 (assumed INV 906.09) <br />(WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition <br />8. (WSB 4/2/2025) The spot elevations of the proposed entrances behind the curbline <br />differ from the spot elevations on the City plans. Coordinate what elevations will be <br />necessary beyond the sidewalk and apron. <br />(WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition <br />Stormwater Management <br />Stormwater management for the Lino Retail 2.0 site consists of infiltration basins for the <br />southern and northern lots. Additionally, some stormwater infrastructure is proposed for the <br />City realignment of Marketplace Drive. Existing and proposed discharge rates are <br />summarized below. <br />Pre- and Post- Development Discharge Rates (cfs) <br />Condition <br />2-Year <br />10-Year <br />100-Year <br />10-Day Snowmelt <br />Needed if basins <br />Existing <br />2.37 <br />5.53 <br />14.27 <br />landlocked <br />Currently <br />Needed if basins <br />1.65 <br />4.77 <br />10.86 <br />Proposed <br />landlocked <br />Java Properties - Lino Retail 2.0 Engineering Review <br />