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5.0 Basis of Planning <br /> <br />5.1 Basts for Design <br /> <br />5,1.1 Existing Regulator] Requirements <br />The WPCF discharges to the Willamette River at river mile 178. The discharge is permitted <br />under an NPDES permit issued by the DEQ. DEQ issued a renewed NPDES permit for the <br />WPCF in May 2002. The previous permit expired in 1997, and the current NPDES perrrdt <br />(No. 102486) expires December 31, 2006. The discharge limitat/ons and requirements for the <br />WPCF's current NI~DES permit are summarized in Table 5.1.1-1. These discharge l'mxitations <br />and requffements are defined for three categories of wastewater sources: <br /> <br /> Treated effluent: ouffall 001 [diffuser and Ouffal100lA (ban~k ouffall)] <br />2.Recla/med water: ouffall 101 (Level II) and ouffall 102 (Level III) <br />3.Emergency SSOs: ouffalls 002 to 014 <br /> <br />TABLE 5.1.1-1 <br /> Existing NPDES D~scharge Requirements and bmitations for the WPCF <br /> MWMC Facilities Plan, Eugene-Springfield <br /> <br /> (1) Treated Effluent Outfall 001 and 001A (No discharge from Out[all 001A from May 22 through October 31 unless <br /> approved by the DEQ) <br /> <br /> May t - October 31: <br /> <br /> Average Effluent Monthly1 Weekly~ Daily~ <br /> Concentrations Average Average Maximum <br /> Parameter Monthly Weekly (lb/day) (~b/day) (lbs) <br /> <br /> CBOD5 10 mg/L 15 m~L 4,100 6,100 8,200 <br /> TSS 10 mg/L 15 mg/L 4,100 6,100 8,200 <br /> <br /> November 1 - April 30: <br /> <br /> Average Effluent I~onthly~ Weekly~ Daily1 <br /> Concentrations Average Average Maximum <br /> Parameter Monthly Weekly (lb/day) (lb/day) (lbs) <br /> <br /> CBODs 25 mg/L 40 mg/L 16,000 24,000 32,000 <br /> TSS 30 mg/L 45 mg/L 19,000 28,000 38,000 <br /> <br /> Year Round: <br /> <br /> Parameter Limitations <br /> <br /> E. co# Bacteda Shall not exceed 126 organisms per 100 mL monthly geometric <br /> mean. No single sample sha~l exceed 406 organisms per <br /> 100 mL. <br /> <br /> pH Shall be within the range of 6.0 - 9.0 <br /> <br /> <br />