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Project: <br />Location: <br />Date of Report: <br />Demand Conditions <br />Prepared By: <br />Location <br />3310 Cedar St. <br />CITY OF EVERETT PUBLIC WORKS DEPARTMENT <br />FIRE FLOW REPORT FORM <br />Unknown <br />3310 Cedar St. <br />July 16, 2015 <br />Build-Out Max Day - Steady State <br />Mike Mendlik <br />Elevation Model node I <br />(ft) at location <br />54.00 FJ733 <br />Static Static <br />Demand Pressure <br />(gpm) (psi) <br />0.0 85 <br />Test Flow <br />(9Pm) <br />Residual Flow y Residual <br />Pressure @Hydrant Pressure(psi) <br />(ps�) m <br />0 1,490 66 <br />Explantion of Column Headinqs: <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 specifed 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 <br />and 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 />s <br />WS F23 <br />��4., <br />3310 <br />.: E: <br />� _c._.-- --n--n��srr.r.vE <br />,, ex'o v��as –33RD"$T'----- – ---- – –�- – -- <br />,F� 8,. �.—......__—_ <br />FH GOS <br />� 6181-I <br />97 PSI <br />, ��� ' 6LG36 new node mo <br />6' ^ - _ <br />'".' D <br />`` <br />,� l �� <br />� o <br />:\ <br />ws za `, �, <br />�'\ 3/a" �, v <br />},' �o _ - . 1 N <br />� � -� <br />- � � T'� `� <br />� �`•.,t�Y � 2� � <br />2" � \ <br />V ''� �2 <br />�1 � <br />'t � <br />w<-��i { ' <br />a a � � t� <br />� _ =,-�� �`� . <br />�,,1 --�, , m� =, <br />� �l L <br />3320 ��, � T <br />` <br />l o <br />r- �-� ' -i ��1��__\� �.j-_�,' <br />WSK1 � a� ` ,1 <br />� a.. � <br />3330 1 �` � <br />27 <br />'33t0 � - <br />�, I tlU1y'J'vLOT -- <br />Th1L 201 <br />_... ___ <br />� FH G1� _--._... _.___ <br />� M MUELL <br />b.. w i:1�F'S'i--._..._— <br />� z �� ' VLG37 <br />33 <br />c� e ,y.�9>�` 3 � � __- <br />� Y� I WS G43 <br />I � <br />`� ' 3301 <br />Q : <br />K � � ' li <br />�� . _ L _ _ �� �� --_- _. ._ . . J <br />_ . ' <br />--3318` � <br />N5 GG . AV 3U4 <br />3I4 4 .. <br />�� � <br />t <br />� ` �- , <br />`�� 3323 <br />� <br />'� VJS K3 <br />3/4" - <br />"v3332 <br />3307 <br />