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WATER SUPPLY ANALYSIS <br /> Static: 73 . 00 psi Resid: 59 . 00 psi Flow: 2000 . 0 gpm <br /> 80 . 0 _ N� <br /> 1 1111 Avai±anElee pressure <br /> A 61.90 psi @ 1764.2 gpm <br /> 70 . 0 <br /> 2 Required pressure <br /> 51.02 psi @ 1764.2 gpm <br /> 1 <br /> A <br /> 60 . 0 <br /> A. Source Supply Curve <br /> 50 . 0 B. Sys Demand Curve <br /> 40 . 0 <br /> R 30 . 0 <br /> E — <br /> ( <br /> 20 . 0 <br /> s <br /> ) 10 . 0 <br /> 0 . 0 <br /> -14 . 7 <br /> 410 AU 830 1100 1100 1100 1100 1100 2d00 <br /> FLOW (GPM) <br /> 411 Note: (1) Dashed Lines indic extrapolated values from Test Results <br /> (2) On Site pressures based on hose stream deduction at the sou' <br />