Laserfiche WebLink
Project: <br />Location: <br />Date of Report: <br />Demand Conditions: <br />Prepared By: <br />Existing Structure <br />CITY OF EVERETT PUBLIC WORKS DEPARTMENT <br />FIRE FLOW REPORT FORM <br />Unknown <br />3618 W Mukilteo Blvd <br />February 3, 2023 <br />Build -Out Max Day - Steady State <br />Mike Mendlik <br />❑ Future Development p <br />Available <br />Elevation <br />Model node ID# at <br />Static <br />Static <br />Test Flow <br />Residual <br />Flow <br />Residual <br />Location <br />(ft) <br />location <br />Demand <br />Pressure <br />(gpm) <br />Pressure <br />@Hydrant <br />Pressure (psi) <br />(gpm) <br />(psi) <br />(psi) <br />pm <br />3618 W Mukilteo Blvd <br />132.13 <br />J962 <br />0.0 <br />117 <br />0 <br />1,331 <br />53 <br />Explantion of Column Headings: <br />Location - 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 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 and <br />max flow velocity of 12 ft/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 velocity of 12 ft/sec 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 />Map of Location <br />an z <br />3801a ; aY 140 ❑ , �1 3593 <br />m�u. w-3809 <br />l� <br />3815 � node modeled (J962) 1L�-�r e'' `"• <br />3821 •. 3815 <br />••. ••. . '., as . ' � � 3509 v. a h ,w,�N <br />3817 w.0 <br />Cy„ wiu •'' v'n�a <br />rr wr <br />ow <br />MUK tE� <br />�t <br />a.• <br />3606 <br />a 0 <br />..e. w 'Yam 371021 `i wxu ru3810 - ------ <br />49 <br />.V. <br />101 <br />•, d, ti <br />w 38004 <br />381_37lit �IOG <br />O 3725 a'Y w18 C-7- <br />5002 <br />t m5010 <br />372477 <br />'� 0 3e15 ®ey ' <br />