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<br />within the Willamette River and along the greenway setback. Water Buality may also be affected <br />where impervious surfaces are added along the bridge approaches. Where areas are paved, water <br />cannot penetrate the soils so it rushes over the surface. This can increase erosion and the movement <br />of fine sediments and increase pollutant loads in watercourses. While construction of the <br />replacement bridges will result in some new impervious surfaces, overall the project will result in a <br />net decrease in impervious surface because ODOT will remove the approach roadway for the detour <br />bridge. <br /> <br />The applicant also proposes that water quality impacts will be mitigated through the use of effective <br />land-based stormwater treatment systems that include measures to preserve and restore mature <br />vegetation and maximize infiltration. The use of construction techniques that include temporary and <br />permanent Best Management Practices for erosion and sediment control and spill control and <br />prevention also can achieve compliance with clean water standards. Oregon Highway Plan 5A.l <br />directs ODOT to implement Best Management Practices. Based on these findings, water quality will <br />be maintained and mitigated, consistent with this goal. In addition, through the local permitting <br />process, Eugene and Springfield can impose appropriate conditions to ensure that Best Management <br />Practices are employed and that water quality is maintained, subject tg applicable approval criteria <br />and related standards. By doing so, Goal 6 is satisfied.2 <br /> <br />Regarding noise, a proj ect noise technical report was prepared as part of the Environmental <br />Assessment (as required by NEP A) to analyze potential noise impacts resulting from the project. <br />Per the ODOT Noise Manual (June 1996) analysis procedures, noise mitigation measures were <br />evaluated to reduce noise levels to nearby residences as a result of the project. Noise walls were <br />determined to meet the ODOT effectiveness and cost-effectiveness criteria in two locations and are <br />recommended as mitigation (see supplemental information, Figures 7-9). The final \valllocations <br />will be determined after public input is completed as part of the NEP A process. Additionally, as <br />stated on page 13 of the written statement, the applicant proposes the following general measures: <br />. Continue public involvement through design and construction <br />. limit work hours <br />. limit noise <br /> <br />Therefore, in the context of a plan amendment, the proposed amendments are consistent with <br />Statewide Planning Goal 6. Additionally, specific construction and operational details will be <br />appropriately addressed during local permitting processes, subject to applicable approval criteria <br />and related standards. <br /> <br />Goal 7 - Areas Subiect to Natural Disasters and Hazards: To protect life and property from natural <br />disasters and hazards. <br /> <br />Goal 7 requires that local government planning programs include provisions to protect people and <br /> <br />2 Currently, there is no stormwater treatment for the decommissioned and detour bridges. Providing water quality <br />treatment for the new bridges, which would be required through the applicant's proposed Best Management Practices, <br />would have a beneficial effect on water quality. The water quality report for the project noted that the amount of runoff <br />from the bridges would be so minor relative to the volume of flow in the Willamette River that the effect would be <br />negligible. v <br /> <br />Exhibit A - Findings <br />Page 16 <br />