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SECTION 6 <br />Integrated Stormwater Management Strategy <br />SC -I -UIC: <br />Zinnia 1 UIC Clusters Pipe and Pre -treat <br />SC -2 -UIC: <br />Zinnia 2 UIC Clusters Pipe and Pre -treat <br />SC -3 -UIC: <br />Zinnia 3 UIC Cluster Rain Garden <br />SC -4 -UIC: <br />Countryside UIC Pipe and Pre -treat <br />SC -5 -UIC: <br />Lodenquai UIC Cluster Pipe and Pre -treat <br />SC -6 -UIC: <br />Byron UIC Cluster Rain Garden <br />SC -7 -UIC: <br />Stark UIC Cluster Rain Garden <br />SC -8 -UIC: <br />Castrey UIC Cluster Rain Garden <br />SC -9 -UIC: <br />Calumet UIC Cluster Rain Garden <br />FC -I -UIC: <br />Willowbrook 1 UIC Cluster Rain Garden <br />FC -3 -UIC: <br />Willowbrook 3 UIC Cluster Rain Garden <br />FC -2 -UIC: <br />Willowbrook 2 UIC Cluster Pipe and Pre -treat <br />FC -4 -UIC: <br />Maesner UIC Cluster Rain Garden <br />The second category of water quality capital projects includes line items in the City's annual <br />budget towards the construction of projects to address stream bank stabilization, the reduction of <br />existing pollutant loads, and outfall stabilization. The three capital projects under this category <br />are as follows: <br />RRSC -1 Stream Bank Stabilization — Use bioengineering techniques to stabilize the creek <br />bank at locations where problems have been observed or are expected to <br />occur as a result of future development. <br />RRSC -2 Structural Facilities to Reduce Pollutant Loads in High Source Areas — The <br />following ten locations were identified as potential sites for locating <br />underground structural water quality facilities: <br />1) Node 68485 - 18" diameter pipe that runs south along River Road <br />2) Nodes 58315, 58314, 58313 and 58312 - 27" diameter pipe that <br />runs east along Division Avenue <br />3) Nodes 72406 and 66531 - 24" diameter pipe that runs east along <br />Division Avenue <br />4) Node 58319 - 12" diameter pipe along Division Avenue <br />5) Node 67014 - 15" diameter pipe south of Beltline Road <br />6) 48" pipe east of River Road, north of River Loop 2, south of Swain <br />Lane <br />7) Nodes 72206, 72210, 72215, 72218, 72223 - 24" diameter pipe <br />south of Irvington Drive <br />8) Node 72321 - 18" diameter pipe along Zinfandel Lane <br />9) Node 72326 - 10" diameter pipe along Napa Valley Lane. <br />10) Nodes 59020, 59021 - 54" diameter pipe that runs west along <br />Maxwell between Bushnell Ln. and N. Park Ave. <br />RRSC -3 Outfall Stabilization — Identify and retrofit storm drainage system outfalls which <br />are creating localized erosion and bank stability problems. <br />0:\25695978 Eugene RR -SC Final Basin P1an\Master P1anTINAL 2- 2010\Master_Plan 3- 11- 10_FINAL_ Word _Version.doc 6 -3 <br />