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CITY OF EVERETT PUBLIC WORKS DEF .TMENT <br />FIRE FLOW REPORT FORM <br />Prc;ecC <br />Unknown <br />Location: <br />2802 Hoyt Ave <br />Date of Report: <br />November 8, 2007 <br />Demand renditions: <br />Build -Out Max Day - Steady State <br />Prepared By: <br />Mike Mendlik <br />Available <br />Elevation <br />Model node ID# <br />Static <br />Static <br />Test Flow <br />Residual <br />Flow <br />Residual <br />Location <br />(it) <br />a! location <br />Demand <br />Pressure <br />(gpm) <br />Pressure <br />�Myd�anl <br />Pressure (psi) <br />(gpm) <br />(Psi) <br />IPsq <br />nr <br />2802 Ho Ave <br />110 10 <br />1 Nev: node <br />I 0 0 <br />I 60 <br />1 <br />30 <br />7 810 <br />26 <br />Ex Ian ion of Column Headlnns: <br />Localicn -the location of the current project <br />Elevation - the ground elevation at the node, as referenced to the NAVD 88 datum <br />Model node ID# - the hydraulic model identifier <br />Static Demand -The baseline demand at the specified ncda. <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 fdsec at the cunent 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 velocity of 12111sec is the constraint. <br />�{ylo�E 7N�t✓ <br />/isoo yyM okay <br />for i9re Pro? e, /Ian <br />_ K' <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;l;drauLc 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 line water system configuration and future changes In water demand. <br />�15 <br />