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1630 SCENIC DR 2025-12-12
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1630 SCENIC DR 2025-12-12
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Last modified
12/12/2025 10:40:41 AM
Creation date
10/24/2025 3:04:45 PM
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Address Document
Street Name
SCENIC DR
Street Number
1630
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CITY OF EVERETT PUBLIC WORKS DEPARTMENT <br /> FIRE FLOW REPORT FORM <br /> Project: Unknown <br /> Location: 1630 Scenic Dr <br /> Date of Report: January 29,2026 <br /> Demand Conditions: Build-Out Max Day -Steady Stale <br /> Prepared By: Mike Mendlik � <br /> Existing Structure ElFuture Development El <br /> Static Static Residual Available <br /> Location <br /> Elevation Model node ID# at Demand Pressure Test Flow Pressure Flow Residual <br /> (ft) location (gpm) (psi) (gpm) (psi) @Hydrant Pressure(psi) <br /> (npm) <br /> 1630 Scenic Dr 427.30 J1240 0.0 62 - 0 1,700 42 <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 fUsec 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 fUsec 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 /> 34 R O A, (J 2 <br /> F'ulvp D,r Pl qm Dr•. Nm Ckd, Dr Dne Cdt Alulvp AJ4luceti:n 76tlaell]n Clem Aex`egs <br /> 11ae Floe <br /> i .............................................................................. <br /> node modeled(J1240) <br /> i" <br /> TW <br /> Fj 610 ••:•: z 1E]EE ¢,EvxNl Wr•Mpter< g4 •I•,' `'Ir . <br /> .: ,GOB <br /> 17081626 <br /> nos ., -.__ - ..�-• -- <br /> 1714 <br /> f i <br /> .. Fi 7713 i <br /> 'S 7A G8�i-'� i7 771z <br /> nu :' <br /> q] 1704 7724 <br /> SO!. l— 7728 <br /> 1 1 \� .•� .-. 771E .. ... �.� <br />
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