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3620 W MUKILTEO BLVD H HARBORS EDGE TOWNHOMES 2025-08-13
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3620 W MUKILTEO BLVD H HARBORS EDGE TOWNHOMES 2025-08-13
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Last modified
8/13/2025 11:49:51 AM
Creation date
6/2/2025 7:21:46 AM
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Address Document
Street Name
W MUKILTEO BLVD
Street Number
3620
Unit
H
Tenant Name
HARBORS EDGE TOWNHOMES
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CITY OF EVERETT PUBLIC WORKS DEPARTMENT <br /> FIRE FLOW REPORT FORM <br /> Project: Unknown <br /> Location: 3618 W Mukilteo Blvd <br /> Date of Report: February 3,2023 <br /> Demand Conditions: Build-Out Max Day -Steady State <br /> Prepared By: Mike Mendlik <br /> Existing Structure ❑ Future Development p <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 /> pm <br /> 3618 W Mukilteo Blvd 132.13 J962 0.0 117 0 1,331 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 /> 3801'w`a �,,; '/�aY 14o ❑ ;�1 3593 <br /> mu. w-3009 l� <br /> 3815 node modeled (J962) <br /> 3821 3815 <br /> 3817 w.0 <br /> Cy„ ruin •'' v'na <br /> rr wr <br /> • •. .:' oon Tura <br /> ow <br /> MUK tE� <br /> �t <br /> » <br /> a.• <br /> 3808 <br /> 0 <br /> 3710 <br /> 49V. <br /> •,d, ti <br /> w 38004 <br /> 3814s ll�t IInG <br /> O 3725 a'Y 118 —12t line <br /> • �^ 5002 <br /> t _Solo <br /> 372477 <br /> '� 0 3e15 ®ey ' <br />
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