the outer zone is consistent with the allowance of more unrestrictive uses in this zone, while still retaining <br /> important water quality functions. <br /> Evaluation Results <br /> This section, along with portions of Sections IV and V of this memo, includes a summary of the <br /> parcel/corridor impact evaluation results. Amore detailed data table including imperviousness by buffer <br /> management zone for each waterway corridor and tributary can be viewed at: <br /> \\Cesrv200\public\Shared\StormwaterManagementTeam\WQProtectedWaterways\SWMT 3-15- <br /> 06\Attach B ResultsDataTablexls. Exceedences of the impervious surface cover (ISC) thresholds in the three <br /> n management zones are indicated by shaded cells in the data table. <br /> A total of 60.5 miles of water quality waterways were below the threshold of impervious surface area for <br /> all three buffer zones (i.e. where imperviousness within each management zone was lower than the <br /> threshold ISC). This gives an indication of the degree to which the water quality waterways currently <br /> possess water quality function at a level deemed appropriate for water quality function within the potential <br /> <br /> i <br /> regulated area (67.5% or 60.5 miles/89.6 miles). A total of 29.1 miles of water quality waterways <br /> exceeded one or more of the ISC thresholds. One of the factors observed for waterways that scored <br /> consistently over the ISC threshold across all management zones was the presence of a waterside street <br /> parallel for most of the waterway's length. Examples of this situation include: <br /> • Highway 99 Channel (35% - 66%ISC, tota148%)) <br /> • North Beltline Floodway (42% - 52%ISC, total 26%)) <br /> • Roosevelt Channel (26% - 43%ISC, tota131%) <br /> • West Beltline Floodways (10% - 57%ISC, tota128%) <br /> • Debrick Slough/Delta Ponds -Delta Highway (4% - 39% ISC, total 11%) <br /> • Upper Amazon Creek, bounded on either side by East and West Amazon Drive (1.4% - 82% <br /> ISC, total 18%) <br /> Another unique situation was the Amazon Creek Main Stem between Bailey Hill Road and the concrete- <br /> . lined channel where existing high ISC is due to waterside development and the bike path. Although <br /> scoring relatively high in terms of exceedences of impervious surface area thresholds, reaches within the <br /> waterway corridor contained long and large chunks of pervious area, and contained a bike path portion <br /> which contributed to the high numbers but is a use that would be allowed within the buffer area under <br /> proposed water quality protections (i.e. the Center for Watershed Protection acknowledges provision of <br /> limited uses in certain zones including bike paths). <br /> Two other conditions were found that were unique to certain locations: incorrect classification of a private <br /> roadside ditch as a "waterway" (e.g. Highway 99 roadside channel functions as a roadside ditch) and very <br /> short tributaries (<SOOft in length). It is the Stormwater Management Team's recommendation that <br /> Highway 99, as with other roadside ditches, be removed from protect status. Waterways less than 500 feet <br /> in length were also removed from protect status. <br /> Figure 1 shows the number of acres of potentially regulated land by buffer management zone and the <br /> percent impervious surface cover by buffer management zone for all water quality protected waterways, <br /> excluding the Highway 99 roadside channel and its private roadside ditch tributaries. This provides a <br /> sense of the level of impact (as defined by ISC).. The overall ISC for all management zones combined is <br /> 3/28/06 4 <br /> <br />