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Project: <br />Location: <br />Date of Report: <br />Demand Conditions: <br />Prepared By: <br />CITY Or tJERETT PUBLIC WORKS DEPARTMENT <br />FIRE FLOW REPORT FORM <br />2025 Demands <br />Unknown <br />1002 Broadway <br />September 22, 2015 <br />Build-Out Max Day - Steady State <br />Mike Mendlik <br />Static Static Residual A�ailable <br />Elevation Model node ID# Test Flow Flow Residual <br />Location Demand Pressure Pressure <br />(ft) at location �gPm) (psi) �gpm� (psi) °eHydrant Pressure (psi) <br />m <br />1002 Broadwa 120 FJ383 0 60 0 0 >4000 >35 <br />Explantion of Column Headinqs: <br />Location - the location of the current project <br />Elevation - the qround 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 <br />and 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 />� �� _ � .� � � <br />� V <br />" =-------' <br />�. � j I i i <br />,�E ie-- L�__ , <br />-- 1 <br />_.._ 1 <br />— _� / �I <br />.__ .. - s � ^ � ,; I92t�i1 <br />X <br />co .. <br />....—_--- _ m _ V.5 E)6 I <br />_ <br />. a _ __-- _ -_. _1 �___--_ -., _ _ _ _ ���i__ <br />___ <br />31 <br />r ��� _ _ <br />= �--- � <br />I 931 <br />� rrs m <br />� . � z <br />g I <br />� � <br />pFEo _ - <br />e� oR ooa. � � � <br />�£i 'L' _—_—.. —"__—_.—.__._ _ _•.. � '�, � <br />_ -- - i' � �_ __. J <br />r.E _.__ 'IOTHST . : � �' - -- <br />._ �e� � �� �,oa�i - . _. K � <br />�� <;:s �z :ao �� ,z > E ... _. _ <br />- ------ ` �.. - 5. ..-wE,z �iDTH�g' <br />E ___ --__ - � Y� <br />J r...:. _ — '- . .\ F�.�. „ I _ <br />� � z o I � ��o�, � _ �.� <br />� ,00, � ���� r ; _ �- 3: <br />5 � 3%n j.�.l I <br />. L'Y'iE6d.-I 3. � <br />��_� <br />__— i� : 4: �^ <br />'t53-' �—.. I <br />-� noo� � i � ttiY c 6;- 1- <br />M�s es, <br />��r � � �" 1008 . � � � wsev� <br />. ��— . ,.. -'. _L " <br />_ I '— — <br />" 1009 � - ' �� <br />3"FESJi '�. IJOfi.._ __,.__. <br />F_. <br />-� .��0731. I I I µ,�� g_ .... ..; <br />� z i <br />. a_es, I_ I ' 1020 i <br />L1 n7 � , <br />r C� �OES � I �__wseoo ,� /;.i�/ <br />v.r '���__ .i cua � I '� � <br />.__ � C --i _ .. <br />t'SFB �' � <br />S�P e � <br />.� replace 3" main w���R� oP° �� <br />,� �� � <br />�te�s u � � �' <br />e- �. <br />B" ! <br />.._�s` 8.�.�I.IUEL9 —'�� . 'a,-. <br />_ ---,�. �� � � <br />de mode)�d (FJ383)_.� " ��� <br />�� Fis <br />10 � � <br />� - )i ���,aF G <br />n�s Nnm.ro� " ' <br />; i�� y��� .,' , m wrr, E.,ni nou o u <br />a r�_ , .a F., ' <br />i P� �� <br />ia� <br />�� , 4.,.,,. --- F�... <br />2 a;, <br />