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3302 MCDOUGALL AVE SNO VALLEY PROCESS SOLUTIONS 2021-03-31
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3302 MCDOUGALL AVE SNO VALLEY PROCESS SOLUTIONS 2021-03-31
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Last modified
3/31/2021 11:54:46 AM
Creation date
2/24/2021 1:12:09 PM
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Address Document
Street Name
MCDOUGALL AVE
Street Number
3302
Tenant Name
SNO VALLEY PROCESS SOLUTIONS
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• i <br /> CITY OF EVERETT PUBLIC WORKS DEPARTMENT <br /> FIRE FLOW REPORT FORM <br /> Project: Unknown <br /> Location: 3310 McDougall Ave. <br /> Date of Report: September 5,2019 <br /> Demand Conditions: Build-Out Max Day -Steady State <br /> Prepared By: Mike Mendlik <br /> r <br /> Existing Structure ❑ Future Development Iii- <br /> Static Static Residual Available <br /> Location Elevation Model node ID# at Demand Pressure Test Flow Pressure Flow Residual <br /> (ft) location (gpm) @Hydrant Pressure(psi) <br /> (gpm) (psi) (psi) (gpm) <br /> 3310 McDougall Ave. 64.00 FJ415 0.0 82 - 0 2,538 69 <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 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 /> _-`� 3220 (P �� f . \., <br /> ia�3224J + • '8 ! \ t' <br /> r ¢ \ i <br /> ` t 3 3231 2107 - <br /> Li <br /> 3228 3228 I-- L. <br /> a _I a <br /> 0D8 t Y32 µu. • r°..f1 n 2121 �re Y . ° <br /> 32 LLL'�� <br /> b wax... <br /> 33 _ f .....DST..._ �' _ _ _..__.A..J t U 5T ✓ 33RD.-S�p'`w� _:, <br /> .o,..._._._.._ .. .: _. <br /> ( <br /> y,-a o v a r• <br /> ° zone _ �4 330„ - --. L node modeled(FJ415) s\• p .ri a <br /> z-+I``il n I • 3302 t N <br /> i q 3310 <br /> 3310 I a <br /> s <br /> n <br /> 3315 d °wux W a.: <br /> 3322 — S 'Q 'E'+ w • '1 I r- <br /> e unseen <br /> COggg n <br /> u— x I 3327 <br /> 6 — 3328 <br /> _ "" 1 ._1 3330 a .. <br /> µ" F <br /> Wuv <br /> e� <br /> F <br /> i <br /> .nc,a , w.0 ___3331 <br /> 3328 <br /> a <br /> :. n <br /> 3332 r%-1)' <br /> ,i iY <br /> ,/ • <br /> 3409 <br /> 34TH ST <br /> VI <br /> u.n. ..._.._... ,rri ._...._.K _I fsu uim,. <br />
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