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6.2A <br /> Page 2 <br /> Recent flow meter readings and connection counts indicate that Woodside's current <br /> sewerage flow is less than 50% of the 100,000 gallons per day of treatment capacity <br /> previously purchased from the City. The addition of 3373 Woodside Road to the <br /> servi�e �rea is estimated to generate another 270 gallons per day, which is stili weli <br /> below the limit agreed upon of 100,000 gallons per day treatment capacity. <br /> Alternative <br /> Do not approve Amendment No. 4. The property owner will have to seek other <br /> alternative for sewer connection or abandon the property. <br /> Fiscal lmpact <br /> In accordance with the Sanitary Sewerage Treatment Capacity Righfs and Services <br /> {Town of Woodside) Agreement, Woodside will pay the City the metered costs as <br /> established by the agreement. The costs include sewage transmission, treatment, and <br /> capacity rental. The incrementa! increase generated by the additian of 3373 Woodside <br /> Road to the service area will be billed according to the agreement. <br /> ,� <br /> Grace , P.E. Chu Chang, P.E. <br /> Senior Civil Engineer Manager, Engineering & Construction <br /> -�'"� .;� E <br /> � �,,. �- _ <br /> �/ ) ,,�- <br /> 4 �/7 T y' <br /> . L'`�,,,'i, '' -.. <br /> Peter Ingram Ed Evere�C <br /> Community Deve opment Director City Manager <br /> Attachments <br /> Exhibit A— Map of Woodside Town Center Sewer Assessment District <br /> Exhibit B— Proposed Fourth Amendment to the Sanrtary Sewage Treatmenf Capacify Rights and <br /> Services Agreement <br /> GL:ce <br /> s/�ibrary/reports/GracelAmend4 Woodside Sewer <br /> Page 2 of 2 <br />