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ATTACHMENT TWO <br /> REDWOOD CITY DESIGN CRITERIA <br /> FOR THE PRODUCTION AND DELIVERY OF RECYCLED WATER <br /> FACILITY CRITERIA DESCRIPTION INITIAL CAPACITY FUTURE CAPACITY <br /> Production • Maximum production • SBSA influent (in GPM) less 1,400 GPM, • SBSA influent (in GPM) less 1,400 <br /> Facilities* rate never to exceed 9,000 GPM GPM, never to exceed 9,000 GPM <br /> • Dual media filters • 4 @ 2,250 GPM each, • 4 @ 2,250 GPM each, <br /> plus 2 on stand-by plus 2 on stand-by <br /> Storage • Active or working • 2 @ 2.15 million gals = 4.3 million gals, • 3 @ 2.15 million gals = 6.45 million gals, <br /> Facilities volume — each with air gap at top with air gap at top <br /> reservoir <br /> Pumping • Variable pumping rate • Up to 8,000 GPM • Up to 13,000 GPM <br /> Facilities <br /> • Pressure at pump • Variable up to 70 PSI • Variable up to 70 PSI <br /> discharge <br /> • Stand-by pump • TBD • TBD <br /> * Production Facilities include filtration, interconnecting piping, and disinfection system designed and constructed to continuously <br /> meet Recycled Water quality standards pursuant to regulatory requirements, at 9,000 GPM. <br /> August 1, 2004 <br />