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Item A-MWMC Facilities Plan
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Item A-MWMC Facilities Plan
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6/9/2010 1:11:10 PM
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5/12/2004 3:16:01 PM
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City Council
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Agenda Item Summary
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5/19/2004
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9. ENVIRONMENTAL REPORT <br /> <br />period could improve water quality in effluent discharge, thus reducing the potential for <br />adverse affects to wildlife, fish, and habitat in the river. <br /> <br />Construction Period <br />Construction impacts would be temporary and would be primarily related to the <br />installation of a third (bank) outfall on the Willamette River. Excavation and construction <br />activities at the outfall site could increase the potential for erosion and the dischar.~ge of <br />sediment into the river. Accidental spills of petrolettm product and hazardous material and <br />releases of debris and other materials used for site construction activities could also occur <br />during the construction period but sound practices would reduce/eliminate river impacts. <br /> <br />Operational Period <br />Compared to System Alternative 1, implementation of System Alternative 5 would likely <br />result in a net beneficial impact to water quality in the Willamette River. The quality of <br />effluent discharged to the Willamette River, and thus water quality in the Willamette River, <br />would be higher under System Alternative 5 than under System Alternative 1. <br />Implementation of System Alternative 5 would reduce the potential for untreated sewage <br />discharges to the river during peak flow periods. Additionally, under System Alternative 5, <br />water discharged from the WPCF would meet NPDES requirements for TSS and CBODs. <br />Table 9.4.2-1 compares NPDES permit limits for TSS and CBOD5 with predicted discharges <br />in treated effluent under System Alternative 5. <br /> <br />TABLE 9.4.2-1. <br />Comparison of WPCF NPDES Permit Conditions with Predicted Conditions <br />Under System Alternative 5 {Parallel Primary/Secondary Treatment) <br />MWMC Facilities Plan, Eugene-Springfield <br /> <br /> Permit Limit/Removal Predicted Discharge/Removal <br /> Parameter Requirements Efficiency <br /> <br />Maximum Week TSS 28,000 lb/day 20,550 lb/day <br />Maximum Week C BOD5 24,000 lb/day 14,160 lb/day <br />Maximum Month TSS Removal 85 percent 87.6 percent <br /> <br />Maximum Month CBODs 85 percent 86.5 percent <br />Removal <br /> <br />Mitigation <br /> <br />Construction best management practices (BMPs), including spill prevention, control, and <br />countermeasures (SPCC) planning and sediment and erosion control practices, will be <br />implemented to minimize and avoid erosion and the discharge of sediment, petroleum <br />products, hazardous materials, and construction debris from the project site. <br /> <br />9.4.3 Biological Resources <br />Wetland and riparian areas are the primary habitat types of concern in the vicinity of the <br />WPCF. Compared to System Alternative 1, System Alternative 5 could result in temporary, <br /> <br />MWMC_9.0._REV14.DOC 9-11 <br /> <br /> <br />
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