Laserfiche WebLink
CITY OF EVERETT PUBLIC WORKS DEPARTMENT <br /> FIRE FLOW REPORT FORM Pw��y.-��c j <br /> R�plaa 150'of 8" CI wkh 8" QI in Gnnd Aw. Run 3 hydrarMs simultanwusly. <br /> ?ropct: Polala VilWje • <br /> loc�tlon: 7315 Pacifw Ava.E� ri(�F • <br /> D�h oi Rport: December 30,2010 <br /> D�m�nd CoMlNons: BuilE-0ut Mu Day -SteaCy S4te <br /> Pfp�ml 8y: Mike Akrl0lik <br /> � <br /> Aqil�bl� <br /> El�vatlon MaA�I noM IM S� �° Tpt Fbw R�sIAuN F� R�sidual <br /> LouNon (R) N 1�� Wm�nA Pm�un (QPm) ���� �flydrant Pmsun(P��) <br /> (OPmI la•9 (vWl <br /> 1315 Pacific Ave. 124.19 10136 3.0 60 0 1 350 44 <br /> 1315 Pa Aic Ave. 124.65 9C80 0.0 60 0 2 500 l3 <br /> 1315 PacMK Ave. 174.47 912B 0.0 63 0 1 7W 52 <br /> FLN��tlM O(A�YIIM hNd1110{: <br /> Location-tM lastron of tha wrtanl projecl <br /> Ekvation-the grourW elevatbn at the naCe,as referanceE 10 the NAVD 88 datum <br /> Model noOe IDM-tM hydraulic moGal idmtiRer <br /> Static DemanC-The baseline tlemand at tne specified rwde. <br /> Static Pressure•T�e wlculate0 pressure tor the static CemanC. �C�- T irt �� � Ri L�S <br /> Test Flow-The mazimum flow Ihat is available w�ih maiNaining tM user-sFecifreC minimum residual piessure f�y,��J �T�' �n di L�'7�0 <br /> and maR ilow velaity o172 fVsec at lhe curcenl node,assuming ihat only t�is hyErant(noEe)is Oowing. <br /> ���y �,.�d 2GZ5 y�^� <br /> Ras�dual PlBssure•RasiCual pressure Celculated for Ihe availaDle�ow at the curtenl�ydnnt(n00e).This value �! <br /> should equal the resiCual pressure specifnd by tM usar unless ihe max vala�ty ol 12%Jsec is lM conslninL ����,.i ,� �7 ti�ru i-,7J` <br /> ✓ <br /> � ka <br /> 1) All elevatmns are given in reterence to ihe NAVD 88 venical datum <br /> 2) The pressure(in psi)at a noee is oDlained Ey sublracling the nodal elevation hom the hyCraulic grsEe line aM AiviOing Dy 2.308. <br /> 3) The Eala given are valiC cr.•v lor Ine localion,elevation,anA conditbns noted. Use of this Oata at other Iowtions musl account lor <br /> elevation EMerencas anE:ar Inc�ional losses <br /> 4) Flow data will c�ange in response lo luture changes in the water system wnfiguratbn anC luture c�angas in weter OemanC. <br /> Map ol Location __. . ._.. <br /> � - � � � � � . wKl.sl � � . _ W�LLST . <br /> �.. �.� _... .� <br /> .._ . _ ' .. . _ ....—_ . ....,,. � <br /> ... .� IJtU�` �'�.: ..n. - tati� � ' .- .� <br /> ' I' ��I I � � 1410 i �wu7 �t� <br /> � ��i � F� - w � �. t001 YI I r � „ <br /> ' I � ... ._J <br /> " ��r� i4 ' Jnon r �I 3007 - - <br /> � � � � �"C <br /> � � � u�,� � - � �� f node mo el d (9128)� �� � � <br /> , ±o,a `�b�ll w � � ��, � " __ __ �'� <br /> .... < � . - I L� i c <br /> � &' T � I J01< �I �C <br /> q3 , w:o � ; � ..I �n„ - �, �_.., � 1 $ <br /> , �a10 i � �3 . ' i .i � 5 , � � ' - .' . <br /> , <br /> � �.�.. , ��. . <br /> � .. , - , w�� � <br /> ..�. aoa:�� , ' +- � � , <br /> .� ._.� ,,.. .I � .. � � <br /> • �.. . �1�'W 8�� 11 111 � ' � . <br /> :�� , � i , �o.s ,-� � .,� <br /> -,�„ , �. � � .�.-- �_- ,o�a'_l - <br /> .. ..., <br /> ��. . �, <br /> . . . ... , ,. _. <br /> - — - .� <br /> — — . .�-- —�--- - --- <br /> _-- ,��,�w�,� <br /> PW:IF IC AVE <br /> i node modcied 1D134 <br /> ( 1.�. „ ���e modeled 94� SOl� <br /> ��_ 1�iR ��� � � �� . � � � <br /> i(1214 � 1.!10 �� I I � , <br />