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CITY OF EVERETT PUBLIC WORKS DEPARTMENT <br /> FIRE FLOW REPORT FORM <br /> Project: Unknown <br /> Location: 101 E. Marine View Dr. <br /> Date of Report: June 24,20'16 <br /> Demand Conditions: Build-Out Max Day -Steady State <br /> Prepared By: Mike Mendlik <br /> Existing Structure ❑ Future Development ❑� <br /> Static Static Residual Available <br /> Elevation Model node ID# at Test Flow Flow Residual <br /> Location Demand Pressure Pressure <br /> (ft) location (gpm) (ps�) (gpm) (ps�� @Hydrant Pressure(psi) <br /> m <br /> 101 E. Marine View Dr. 14.00 J172 0.0 99 - 0 1,880 70 <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 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 /> Ma of Location <br /> - � i <br /> _ �� ��� � <br /> __ ` � \ <br /> � � <br /> , �� � .. � �� � � <br /> �' � � \ <br /> � �o, �''� l � � �� �;�I;�n�� I,I�:rl(_I-'I; <br /> 7 <br /> n / � i � <br /> - , i� / -.� �� �'\ <br /> ���` ' `\ / �>� ,1 I�i � <br /> - L � ,�.',.,'S�;f..,..` � � � '�,` - <br /> .. ... �'� r' j � . ! - <br /> .�� � . _ � , . �'�.' r ' - � <br /> \ � � � � <br /> � �_ �:� � �'�- � � ���� _ <br /> _ � � , � � �,R �, i' <br /> sJyy� �lr .�� ��,c 4�� i 1`�\ <br /> / � � �.i �;' �� <br /> � ,\ � , � � ;, \ `\ <br /> � ---���..�.:�.�'� � '�: °' i - 1� �\\ <br /> ` � ' r„ `- -\ � <br /> �� � ,��� . R a:, `: <br />