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CITY OF EVERETT PUBLIC WORKS DEPARTMENT <br />FIRE FLOW REPORT FORM <br />Project: <br />Unknown <br />Location: <br />3018 W Manna View Dr <br />Dale of Report: <br />April 5, 2007 <br />Demand Conditions: <br />Build -Out Max Day - Steady Stale <br />Prepared By: <br />Mike Mendlik // <br />Available <br />Static <br />Static <br />Residual <br />Location <br />Elevation <br />Model node IC p <br />Demand <br />Pressure <br />Teat Flow <br />Pressure <br />Flow <br />Residual <br />(ft) <br />at location <br />(gpm) <br />Ca Hydrant <br />Pressure (pal) <br />(gpm) <br />(psi) <br />(psi) <br />m <br />301E W laaflne View Dr <br />137 10 <br />1 9982 <br />0 0 <br />55 <br />1,500 <br />50 <br />2 479 <br />45 <br />Expla0on of Column Readings' <br />Location - the location of the current protect <br />Elevation - the ground elevation at the node, as referenced to the NAVD 88 datum <br />Model node IDk - the hydraulic model identifier <br />Static Demand - The baseline demand at the specified node. <br />Static Pressure- The calculated pressure for the static demand. <br />Test Flow- The maximum flow that is available while maintaining the user -specified minimum residual pressure <br />and max flow velocity of 12 h/sec at the current node. assuming that only this hydrant (node) is flowing. <br />Residual Pressure - Residual pressure calculated for the available flow at the current hydrant (node). This value <br />should equal the residual pressure specified by the user unless the max ve" of 12 f1sec is the constraint. <br />Notes: <br />1) All elevations are given in reference to the NAVD 88 vertical datum <br />2) The pressure (in psi) at a node is obtained by subtracting the nodal elevation from the hydraulic grade line and dividing by 2.308. <br />3) The data given are valid only for the location, elevation, and conditions noted Use of this data at other locations must account for <br />elevation differences and for frictional losses <br />4) Flow data will change in response to future changes in the water system configuration and future changes in water demand. <br />lL+n- zeaas a 3013 <br />3016 <br />723 <br />3018 W Marine Vicw Dr <br />39}8 r <br />J vi Ni 2µ1pyIDp7] . <br />191) 30•pB - 30 <br />3019 <br />it <br />M 837 i.1 <br />3025 3[ <br />vr. VP�OLLY <br />.P 1111 1 _ <br />227a7 1118s 11117 �3 1 <br />19W 19 1 i <br />in <br />.e:J w$Bre <br />co <br />1207 s,ETER 121 <br />m, 1201 + 7, s]s <br />In <br />Pacific Ave <br />---------- _ <br />`VI.UNode Modeled <br />x- 54 r U w <br />isMEW <br />r 3102 r " ws es. 141d ' <br />s se <br />1904 2 <br />+a• coP 121 Jn <br />M 119P4 1� i 1 iwi 9 i <br />� 9]a ea ' 1920 19Te � <br />' ; 1 <br />91I10 ' 1 � 1 <br />19 <br />