1605 SE EVERETT MALL WAY WALMART 2020-05-18

CITY OF EVERETT PUBLIC WORKS DEPARTMENT FIRE FLOW REPORT FORM (scenario 3) new 8"main to W Mall Dr Project: Bob's Burgers Location: 1605 SE Everett Mall Way Date of Report: October 16,2009 Demand Conditions: Build-Out Max Day -Steady State Prepared By: Mike Mendlik Static Static Residual Available Location Elevation Model node ID# Demand Pressure Test Flow Pressure Flow Residual (ft) at location (gpm) @Hydrant Pressure(psi) (gpm) (psi) (psi) (qpm) 1605 SE Everett Mall Way 525.00 7162 0.0 52 - 0 1,357 22 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 ID#-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 flowing. 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 ft/sec 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 frictional losses 4) Flow data will change in response to future changes in the water system configuration and future changes in water demand. Map of Location . ,g I node modeled(716 ,� 1 /new 8"main .1 I 77.:;17---' Iii...' L if''' , �_ /� • IAN 1 N , -,. ;77' E,'''''' .11=1 1 IS=