Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP201800082 Other 2018-08-17
- ,!3r: " '1" • • n , " ,;0 )07‘44—‘7-11 " ' • •' `_113:;1‘ • - TO At/1.) ^ • '` '" ' r" • ° P f ga.r n m2= N•J • , " -1)1 8/17/2018', 3 • • Ph!„,c! e or ir4* ' lrTc1 LI •-rj= • ;1;'5•„..e. ,140,; Location ;Country Green ; - Date and Time of Test ; 8/17/2018 10:07:00 AM Minutes of Flow 1_ _ Pipe Size(Inches) 121 Pressure Hydrant 1 11572 Static Pressure(psi) 70' Residual Pressure(psi) 1 591 Q20 Looped I=1 Q20 Multiple Inline Hydrants 0 Q20 Single Flow 0 Sprinkler Test Single Flow Flow Hydrant#1 11573 Pitot Pressure#1(psi) 641 Test Flow 1 1118 Flow Hydrant#2 Pitot Pressure#2(psi) Test Flow 2 r Flow Hydrant#3 , Pitot Pressure#3(psi) i ; Test Flow 3 Total Estimated Flow(gpm) 11181 r—-AWWA Q20 Calculation(gpm) 253311 (Value of zero In Q20 Indicates insufficient pressure drop for calculation) Comments For method of calculating pitot flow with a diffuser:see eq.13,Walski and Lutes article 1990 Journal Management and Operations AWWA (All tests conducted using 2.5 discharge outlet unless otherwise specified). Estimated Consumption(gal) 2236' For use for water audit Signature of Tester: (jrz .7.4111#7178/73117--..'-'44c!nt:s•:1,-,.7 aiel . :'''''-•---,, --1(-43.1e i / ta? 111111101111111‘jr.-.... - ,,....„. •,- ...,,,,.:-; z.40111;eilik. •---.1 .4,ii," % pi,,szp ..j..1,,:::::..'"'1.4'11:11"...1. ..-fr 484 1 co -----.:-.---'4,•-•:..,,,.61a. LIC----..-.--p. '4-7, - -' -,-s'-'77"•7-7-,....-__•'•=,-- ' 4107 p: • 2‘. •••• . - 2 - •.---,..-...:,---. - - - ,-.• ---...) z---:- ; •---- • -4. - . _., .,-,-,:. ...-..----7,--- •;-- '.. '''/ ti .C.,- •os • ..c, //il ..s• . . ,, vs, :-.*•.--- .'..-' -:.... • .. . - - _ , N-p • ------_-:-::--_-''' _, . . . - ..... • . _, . . 40 0.8 )./ ,;, --, _ \..•-•s.:-:::::. ___•., Test Hydrant ',''. -:"'A`•1!„.-..' =.• ' ( , '"1411111111111.1111111' &le' .. ,. ,..,./P. c ::25 .. (.... 11411)1114 111644141 ...... 9° 2 11572 ...............01°( ;...._ -a...••••'EEN RD ..,. ......-- ..-- _.- _ ., ..9ttrr,Ry G 2 ..: i 11, -:-.,.,-, • =c1V-134,1 0iI C..,. .--,411111110 I..,.,'---,,'.-.•-f',::,..1,::--::-,.,-:1-...-.'.-•-.-:.-:f::7.-:,:,:,-':-!•-2:::,.:.:::'.--:'--.,z..'r.;‘;'',:-'f!-„;,F:.E.:$!42.:-:r_2:.s...„.-':=:::.:-",-:j . .,,..t....,.,...,.„,'' ---•- 1157355P ' 1 Flow Hydrant ".. . • ,,.-."-:.:.:- •-......,; ..._ , .., • '::=-2,-,-,----. T:254-41w 4..'4,4 iii.12234 . , ,..1321'.-"--- '‘-....w.t.4,7 - 1.03f,",-,''' ,;•-,- ,..lovir I, 4 C:1.2 671 4-,Y.0-.4",s.- -,,.'ir ."-,-,,,•,1225 VIP 0 # InServic.e,Ovinership ae Eft 1234 1232 :'-... 1224 - ..._655 te.'' CI Not In Service,ACSA Owned '''''',..,..................../ •'.....; 1230 . :I • ..0%, 0- ..,N. -,c.- • , .,. ev v:00 OV" 40'-,'1.1 V j. IC> Not In Sentice,Private Ownership/W.5.4'2z .124041 1 646 ,.,..' ...24? 447• 4- 0%,.‘s • , , , In Service,ACSNOwned . OS '1111114Crilli. •••P 0 590 • (....- -RWSA Water Main 1......... tit636 ,417.- / •,6 Utility Type :k 4. .,- WM Potable VVater 41e63_],2 -- a. 7? . • ••••Raw Water ACSAVVater Main 628_16,,e..z21 '633;••••• .---4.111.11;111V%-1 ' ,,,--''' -Ownership 624.. 114. 41!"4"' ,.3`: • V";4k 0..... ,ACSA ......--Z..„."-..\:_ ....„ :1.,•.--. 6294 589 =En Private Ownership _ DISCLAIMER N Utilities,structures,lot lines,and all appurtenances indicated on this map are Intended for general layout and reference location only.This printout 14`A AWN&Covnty is not intended for any other use than for preliminary planning and general W—---V7 B it n purpos ,The utiliti shown on this map are believedto be W accurate,however,recent utility improvements andior system changes 1..k r:- Servi• locatio es esce Autherity may have been updated in our mapping since the time of this printout S • ContactACSA directly for specific utility locations 0 90 180 270 360 '-•—c-^------,— : [ Aerial Imagery CP ComMonwealth of Vinglnla Planimetric Data Property of County of Albemarle Feet SlIfingeCot4rink3 •