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

CITY OF EVERETT PUBLIC WORKS DEPARTMENT FIRE FLOW REPORT FORM Project: Unknown Location: 3018 W Marine View Dr Date of Report: April 11, 2007 Demand Conditions: Build -Out Max D y -Steady State Prepared By: Mike Mendlik Available Static Static Residual Elevation Model node ID# Test Flow Flow Residual Location (R) at location Demand Pressure (gpm) Pressure @Hyd.anl Pressure (psi) (gpm) (psi) (psi) (gpm) 3018 W Manne View Or 122 50 New Node 00 1 61 702 33 702 33 Exolantlon 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 ma•irl Bow that is available while maintaining the user -specified minimum residual pressure and max flow velocity of 12 t1sec at the current node. assuming i',at only this hydrant (node) is flowing. Residual Pressure - Residual pressure calculated for the avair ible flow at the anent 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 am given in reference to the NAVU 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 try 2,308. 3) The data given are valid only for the location, e!evation. and conditions noted. Use of btis 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 configurabon and future changes In water demand.