3018 W MARINE VIEW DR 2018-01-02 MF Import

CITY OF EVERETT PUBLIC WORKS DEPARTMENT FIRE FLOW REPORT FORM Project: Unknown Location: 3117 Notion Ave Date or Report: September 25, 2006 Demand Conditions: Buildout Max Day -Steady State Prepared By: Souhell Nast Static S tatic Residual Elevation Model node IDp Test Flow Location Demand Pressure Pressure (It) allocation (gPm) Igam) Insil (psi) 3117 Nonon Ave 137 1 9982 0 0 55 2 463 46 Explantion of Column Headings: Location -the location of the current project Elevation - the ground elevation at the node, as referenced to the NAVD 88 datum Model node IDp - the hydraulic model identifier Static Demand - The baseline demand at the specified node. Static Pressure - The calculated pressure for the static demand Test Flow - The maximum flow that is available while maintaining the User -specified minimum residual pressure and max flow velocity of 12 ft sec at the current node• assuming that only this hydrant (node) Is flovnng Residual Pressure - Residual pressure calculated for the available flow at the current hydrant (node). This value should equal the residual pressure specified by the user unless the max velocity of 12 RISK is the constraint Notes: 1) All elevations are given in reference to the NAVD 88 vertical datum 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 3) The data given are valid only for the location, elevation, and conditions noted. Use of this data at other locations must account for elevation differences and for fncbonal losses 4) Flow data will change m respr -se to future changes in the water system configuration and future changes in water demard. Map of Location /rn ... o.i.i a •w. rr xe 111+10;�1 _I �J 1pl^_+'nlNl ;`L1rM;Pl n I d el o)�) s; rq. �IwlnlwlUA NA!!l Ln bJJ ItVI`� J .� II .11127 .WL I � i r :1 i