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SECTION 6 Integrated Stormwater Management Strategy <br />Footnote to Summary of Strategy Implementation and Costs: Public outreach conducted in <br />October 2009 included comments regarding the size and scope of the flood control capital <br />projects based upon the basin planning modeling and recommended by the RR -SC Plan. The <br />current model is the best fit based upon the best available information and professional <br />engineering judgment, and is likely somewhat conservative for reasons notes in Section 3 as well <br />as the degree of "informal" infiltration in the RR -SC basin. Resource and data limitations <br />inherently limit the level of detail and resolution of the model, and further model refinement <br />would not be appropriate in the absence of better data and additional resources to refine the <br />model. The City and County believe that further refinement to the model based upon measured <br />flow data would be beneficial to confirm capacity issues on the major system related to the larger <br />capacity enhancement and storage CPs. Installation of a flow meter is planned in the RR -SC <br />basin, and would realistically precede detailed design and implementation of these larger CPs. <br />0:\25695978 Eugene RR -SC Final Basin P1an\Master P1an\FINAL 2- 2010\Master_Plan 3-11-10 FINAL Word Version AW Sec 2 Corr.doc < —O <br />Capital Project <br />Identification <br />Total Estimated Capital Project <br />Implementation <br />Cost <br />WO -2 — Willamette Overflow Flood Control East of Edgewood Dr. <br />$22,500 <br />WO -3 — Willamette Overflow Flood Control East of Yvonne St. <br />$27,800 <br />WO -4 — Willamette Overflow Open Channel Improvements <br />$521,200 <br />WO -5 — Willamette Overflow Flood Control (Storage) at River Avenue <br />$15,630,200 <br />WO- I -UIC — <br />UIC Decommissioning Green UIC Cluster <br />$111,000 <br />WO -2 -UIC — <br />Cluster <br />UIC Decommissioning Corliss /Carolyn/Onyx UIC <br />$537,700 <br />WO -3 -UIC — <br />Cluster <br />UIC Decommissioning Autumn/Ross/Moore -Oak UIC <br />$1,337,100 <br />WO -4 -UIC — <br />UIC Decommissioning Taz UIC Cluster <br />$124,500 <br />WO -5 -UIC — <br />UIC Decommissioning Silver Meadows UIC Cluster <br />$404,400 <br />WO -6 -UIC — <br />UIC Decommissioning Poplar UIC Cluster <br />$390,600 <br />WO -7 -UIC — <br />UIC Decommissioning Kendra UIC Cluster <br />$75,600 <br />WO -8 -UIC — <br />UIC Decommissioning Kent UIC Cluster <br />$397,000 <br />WO -9 -UIC — <br />UIC Decommissioning Baywood UIC Cluster <br />$138,000 <br />WO -10 -UIC <br />— UIC Decommissioning Greenwood UIC Cluster <br />$138,000 <br />WO -1I -UIC <br />— UIC Decommissioning Warrington UIC Cluster <br />$138,000 <br />Subtotal: <br />$20,139,200 <br />TOTAL: <br />$66,156 <br />Footnote to Summary of Strategy Implementation and Costs: Public outreach conducted in <br />October 2009 included comments regarding the size and scope of the flood control capital <br />projects based upon the basin planning modeling and recommended by the RR -SC Plan. The <br />current model is the best fit based upon the best available information and professional <br />engineering judgment, and is likely somewhat conservative for reasons notes in Section 3 as well <br />as the degree of "informal" infiltration in the RR -SC basin. Resource and data limitations <br />inherently limit the level of detail and resolution of the model, and further model refinement <br />would not be appropriate in the absence of better data and additional resources to refine the <br />model. The City and County believe that further refinement to the model based upon measured <br />flow data would be beneficial to confirm capacity issues on the major system related to the larger <br />capacity enhancement and storage CPs. Installation of a flow meter is planned in the RR -SC <br />basin, and would realistically precede detailed design and implementation of these larger CPs. <br />0:\25695978 Eugene RR -SC Final Basin P1an\Master P1an\FINAL 2- 2010\Master_Plan 3-11-10 FINAL Word Version AW Sec 2 Corr.doc < —O <br />