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FLOW TEST REPORT 2012 Stantec Project: 193802283 2012 FIRE HYDRANT FLOW TESTING PROGRAM Hydrant Flow Testing: April & May 2012 June 20, 20 File: 193802 Jennifer Lev City of Cotta 8635 W Poi Cottage Gro Reference: INTRODUC As requeste testing for a conducted t Cottage Gro future devel data will be Utility, Publi Figure 1 illu Flow Testin for measurin conducted w the flow equ FIRE HYDR The City of in the water completed t deposits. Fi quantity for and design developmen Photo 2: St 23 St Te Fa 012 2283 vitt age Grove int Douglas R ove MN 5501 2012 Fire Hy CTION ed, Stantec C approximately the week of A ove identified lopment or re used as a re ic Works, and strates all fire g Program. T ng residual pr with flows ran uipment used RANT FLOW Cottage Grov r system twice to improve wa re hydrant flo a specific loc of fire suppre nt or redevelo Hydrant Flowtantec Consult 335 Highway 36 t. Paul MN 551 el: (651) 636-46 ax: (651) 636-13 Road S 16-3318 ydrant Flow onsulting Ltd y 200 fire hydr April 23, 2012 23 locations edevelopment source for Cit d Economic D e hydrants tes The figure doe ressure. In to nging from 1,0 and hydrant TESTING ve water syste e a year and c ater quality in ow testing is c cation. Hydran ession system opment is anti w Rate Equip ting Services In 6 West 13 600 311 Testing Prog . completed f rants. Hydran and April 30, for hydrant flo t may occur. T ty staff, includ Development A sted as part o es not illustrat tal, 201 hydra 000 – 3,300+ location. em contains m conducts hyd the system b conducted to d nt flow test da ms. Therefore, icipated to oc A f hyd me ope Wa flus Sta de loc ga the dev pment nc. gram fire hydrant flo nt flow testing 2012. The C ow testing wh The hydrant f ding the Wate Authority. of the 2012 Hy te all hydrants ant flow tests gpm depend more than 1,4 rant maintena by removing s determine the ata is used for , hydrant flow ccur. fire hydrant flo drant to meas easure water en to record t ater system p sh to docume antec used an pending on th cation of the s uge setup use e test. Photo 2 vices used toow was City of here flow test er ydrant s used were ing on 400 fire hydra ance as need stagnant wate e approximate r construction w tests were c ow test includ sure flow rate pressure. The the maximum pressure is rec ent static and n assortment he type and s site. Photo 1 s ed to record p shows the h o record the flo Pho ants. City staff ded. Hydrant f er and accum e water syste n purposes, in conducted in a des two fire hy e and a nearb e selected hy m available flo corded before residual pres of flow meas size of hydran shows the res pressure befo hydrant flow r ow from the h oto 1: Residuf flush every h flushing is ulated minera em pressure a nsurance purp areas where n ydrants, the d y hydrant to ydrant is flush w at the hydr e and during t ssure. suring devices nt nozzles and sidual pressur ore, during, an rate measurin hydrant. ual Pressurehydrant al and flow poses, new desired hed fully rant. the sd the re nd after ng e Gauge June 20, 201 Page 2 of 3 Reference: The flow me nozzle pitot pressure at information standard hy rate. A key M17 – Insta The results Grove ident The flow tes provided aft photography The flow tes map of the t water syste and any fiel staff and a S DISCLAIME The results may or may hydrant flow collected at throughout t operation w2 2012 Fire Hyd easuring devi . Each device the center of the flow rate ydrant coeffici resource for h allation, Field of hydrant flo tified 23 locat st forms are in ter each tab d y for referenc st forms includ test location. m pressure b d notes recor Stantec empl ER of the field te y not be repre w test data co a single poin the year. All h without any kn Photo 3: Hydrant Flow Te ces used wer e has a pitot t f the hydrant f can be calcu ients were ap hydrant flow t Testing, and ow testing are ions for hydra ncluded after divider and be ce. de the locatio The measure before and du rded about th oyee with exp ests are depen esentative of t ntained in this nt in time and hydrant flow t own facility d ydrant Flow Tsting Program re a 4.5 inch n ube, blade or flow to be det lated using th pplied as appl testing is the A Maintenance e recorded on ant flow testin the tab divide efore the flow on of the fire h ed water flow ring the test. e test or cond perience com ndent on the ypical system s report. How water system test conducted owntime or m Test mnozzle flow d r tube with a s termined. Fro he Hazen-Wil icable to each American Wa e of Fire Hydra flow test form ng. These are er for the corr test forms to hydrants used rate with reco The test form dition of the fi mpleting 1,000 conditions of m performance wever, it is imp m conditions c d during this major water m Photiffuser, a han small diamete om the velocity liams formula h measureme ater Works As ants. ms included in eas are identif responding le o illustrate the d including Inf ording device ms also includ re hydrants. T 0s of hydrant f the water sys e. Stantec is portant to con change over t project were main closures. to 4: Measuri nd held pitot, a er hole, which y pressure an a for calculatin ent to determ ssociation Ma n this report. fied by a lette etter. An addit test area mo fraseek water e used is listed e the date an Tests were co flow tests thro stem at the tim confident of t nsider the test the course of completed du ing Water Syand a 2.5 inch h allows the ve nd hydrant no ng flow. Indus ine the report anual of Pract The City of C er label on Fig tional map is ore clearly wit r structure id d as well as t nd time of the onducted with oughout the U me of testing the accuracy t results were a day and uring typical s ystem Pressuhelocity ozzle stry ted flow tice Cottage gure 1. th aerial and a the test h City U.S. and of the esystem ure June 20, 201 Page 3 of 3 Reference: A few additi Sincerely, STANTEC C Jason K. Bo Tel: (651) 96 jason.bordew Attachment jkb v:\1938\active\12 2012 Fire Hyd ional photogra CONSULTIN ordewyk 7-4568 wyk@stantec.co s: Figure 1 Flow Tes 93802283\design\tankdrant Flow Te aphs are inclu G SERVICES om – Fire Hydra st Area Map a k farm fire flow feasibisting Program uded below to S INC. ants Flow Tes and Fire Hydr lity.docx mo document th ted during 20 rant Flow Teshe testing pro 012 Flow Test st Forms grouogram. ting Program uped by Flow Test Area ¬« ¬« ¬« ¬« 3 3 3 3 3 33 3 33 3 ¬« ¬«¬« ¬«¬« ¬« ¬« ¬« ¬« ¬«¬«¬« ¬« ¬« ¬« ¬« ¬« ¬«kj"K¬« «¬ «¬ ¬« ¬« ¬«¬« «¬ «¬ «¬ ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« «¬ «¬ ¬« ¬«¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬«¬« ¬«¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬«¬« ¬« ¬«¬« ¬« «¬ «¬ «¬ «¬ «¬ "K ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ «¬ ¬««¬ «¬ ¬« ¬« ¬« ¬«¬« ¬« «¬ «¬«¬ «¬ ¬« ¬« ¬« ¬««¬ «¬ ¬«¬« ¬«¬« ¬« ¬« ¬« «¬ «¬ «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬«¬« ¬« ¬« ¬« ¬««¬ «¬ «¬ «¬ «¬ «¬ «¬¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬««¬ «¬ «¬ «¬ ¬« ¬«¬« ¬« ¬« ¬«¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬«¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬«¬« ¬« ¬«¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬««¬ «¬ «¬ «¬ «¬ ¬«¬« ¬« ¬« ¬«¬«¬« ¬« ¬« ¬«¬«¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« «¬ «¬ ¬« ¬««¬ «¬ «¬ «¬ «¬ «¬ ¬« ¬« ¬««¬ «¬ ¬« ¬«¬« ¬«¬« ¬« ¬« ¬«¬« ¬« ¬«¬«¬« ¬«¬«¬« ¬«¬«¬« ¬«¬« ¬««¬ «¬ ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬«¬« ¬« ¬«¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬ ¬« ¬« ¬«¬«¬« ¬«¬«¬« ¬« ¬« ¬« ¬«¬«¬« ¬« ¬« ¬«¬«¬« ¬« ¬« ¬« ¬« ¬« ¬«¬«¬« «¬ «¬ ¬« ¬« ¬«¬« ¬« ¬«¬« ¬«¬«¬« ¬«¬«¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« «¬ «¬ «¬ ¬«¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬«¬« ¬« «¬ «¬ ¬« ¬« ¬« «¬ «¬ ¬«¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬«¬««¬ «¬«¬«¬ «¬ ¬«¬« ¬« ¬« ¬« ¬«¬«¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬««¬ «¬ ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬«¬« ¬« ¬« ¬««¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« «¬ «¬¬««¬ «¬«¬«¬ ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬«¬« ¬«¬« ¬«¬« ¬« ¬« «¬ «¬ «¬ ¬« «¬ «¬ «¬ «¬ «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬«¬«¬« ¬«¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« «¬ «¬ «¬ «¬ «¬ ¬« ¬« ¬« ¬««¬ «¬ «¬ «¬ «¬¬«¬« "K "K kjkjkj "K "K "K"K"K "K "K ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬«¬« ¬«¬« ¬« ¬« ¬« ¬« ¬««¬ «¬ ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« «¬ «¬ ¬« «¬ «¬¬« ¬«¬« ¬« «¬ «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ «¬ «¬ «¬ «¬ «¬ «¬ ¬« «¬ «¬ ¬«¬« «¬ «¬ «¬ «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ «¬ «¬ ¬«¬« ¬« ¬« ¬« ¬«¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« «¬ «¬ ¬« ¬« ¬«¬«¬« ¬«¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬«¬« ¬«¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬«¬« ¬« ¬«¬« ¬« ¬«¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬««¬ «¬ «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« «¬ «¬ «¬ «¬«¬ «¬ ¬« ¬«¬« ¬««¬ «¬ ¬« ¬« ¬« ¬«¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬«¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬«¬« ¬««¬ «¬ ¬« ¬« ¬«¬« ¬««¬ «¬ ¬«¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬«¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬««¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬«¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ «¬ ¬«¬«¬« ¬« «¬ «¬ «¬ «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« «¬ «¬ «¬ ¬«¬« ¬« «¬ «¬¬« ¬« ¬« ¬« ¬« «¬«¬ ¬«¬« ¬« « ¬«¬«¬«¬« ¬« ¬« ¬«¬« «¬«¬ ¬« ¬« ¬«¬« ¬«¬« ¬« ¬« ¬«¬« ¬« ¬« «¬ «¬ «¬ «¬ «¬ «¬ «¬ ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬«¬««¬ «¬ «¬ «¬ ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« «¬ «¬ ¬«¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« «¬«¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬«¬« ¬« «¬«¬ «¬ ¬« ¬«¬«¬« ¬« ¬« «¬ «¬ «¬ ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« «¬«¬«¬«¬ ¬« «¬ «¬ ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬«¬« ¬«¬« ¬« ¬« ¬« ¬« ¬«¬« ¬«¬«¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬«¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬«¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ «¬ «¬ ¬« ¬«¬«¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬«¬« ¬«¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« 3 ¬« ¬« ¬«¬«¬« ¬«¬« ¬« ¬« ¬«¬« ¬«¬«¬« ¬«¬« ¬« ¬« ¬« jk «¬ ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« «¬ «¬ «¬ ¬« ¬« «¬ «¬ "K kj ! ! !! !! ! ! ! ! ! ! ! ! !! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! !! ! ! ! ! ! !! !!! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !!! !! ! !! ! ! ! ! ! ! ! !! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! !!! ! ! ! ! ! ! ! ! ! ! !! ! ! ! !! ! ! ! !! ! ! ! ! ! !! ! ! ! ! ! ! !!!! !! ! ! !! !!! !! ! ! !!! ! ! ! ! ! ! !! ! ! ! ! ! ! !!! ! ! W Q F L S E J K H D R O T N M A G B P I U V C 95TH ST 90TH ST HARDWOOD AVE (C.S.A.H. 19A) INDIAN BLVD 80TH ST 85TH ST STATE HWY 61 100TH ST HINTON AVE HADLEY AVE HILLSIDE TRL HARKNESS AVE E. PT. DOUGLAS RD JAMAICA AVE HARDWOOD AVE JAMAICA AVE KEATS AVE. (C.S.A.H. 19) W. PT. DOUGLAS RD 65TH ST (CR 74) RD (C.S.A.H. 20) 70TH ST (C.S.A.H. 22) JAMAICA JAMAICA AVE LEGENDFLOW TEST AREA ! HYDRANTS FLOW TESTED WATER SYSTEM FACILITY kj WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN DIAMETER 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN BASE MAPPING PARCELS q 0 1,000 2,000 3,000 4,000 FEET V:\1938\active\193802283\GIS\Projects\Figure -Flow Test Area.mxd Thursday, June 07, 2012 9:44:45 AM FIGURE 1 -FIRE HYRDANTS FLOW TESTED DURING 2012 FLOW TESTING PROGRAM CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 ¬« ¬«¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ HEDGECROFT PINE ARBOR BLVD. S. PINE ARBOR LANE S. CREST TRAIL S. DRIVE CREST S. 65TH ST. S. 70TH ST. S. TIMBER RIDGE HARDWOOD HOLLOW S. PIN. AR. PINE ALC. S. S. AVE. PINE PINE ARB. CT. S. ARBOR DR. S. ¬« ¬«¬« ¬« ¬« ¬«¬« ¬«¬« ¬«¬« ¬« WS442 WS564 WS1006 WS1018 WS1019 WS1022 WS1023 WS1024 WS1025 WS1026 WS1027 WS1028 WS1029 WS1030 WS1031 WS1045 WS1047 WS1048 WS1049 WS1050 WS2852 WS3534 WS3554 WS3555 WS3667 WS3664 WS3663 WS3665 WS3666 WS2851 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 FEET V:\1938\active\193802283\GIS\Projects\Figure A -Flow Test Area.mxd Wednesday, June 20, 2012 3:48:05 PM AREA A FIGURE A -FIRE HYDRANTS FLOW TESTED IN AREA A CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7447 65TH ST. (SCHOOL ENTRANCE) WS1006 7447 65TH ST. (SCHOOL -NE CORNER) WS3663 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]A14.5" DIFFUSER 3,130 GPM 71 PSI 69 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 8:40 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7448 65TH ST. (SCHOOL -NW CORNER) WS3664 7448 65TH ST. (SCHOOL -NE CORNER) WS3663 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]A24.5" DIFFUSER 2,710 GPM 71 PSI 66 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 8:46 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7449 65TH ST. (SCHOOL -NE CORNER) WS3663 7448 65TH ST. (SCHOOL -NW CORNER) WS3664 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]A34.5" DIFFUSER 2,710 GPM 71 PSI 66 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 8:55 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7450 65TH ST. (SCHOOL -SW CORNER) WS3665 7448 65TH ST. (SCHOOL -NW CORNER) WS3664 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]A44.5" DIFFUSER 2,670 GPM 71 PSI 64 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 9:00 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7451 65TH ST. (SCHOOL -SOUTH SIDE) WS3666 7450 65TH ST. (SCHOOL -SW CORNER) WS3665 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]A54.5" DIFFUSER 2,710 GPM 71 PSI 64 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 9:11 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7452 65TH ST. (SCHOOL -SE CORNER) WS3667 7451 65TH ST. (SCHOOL -SOUTH SIDE) WS3666 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]A64.5" DIFFUSER 2,390 GPM 71 PSI 66 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 9:16 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 3 ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬«¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬«¬« ¬«¬« ¬«¬« PINE ARBOR BLVD. S. PINE ARBOR LANE S. CREST TRAIL S. ST. S. HYDE HOMESTEAD AVE. S. S. AVE. HINTON 72ND ST. S. TRAIL S. VALLEY HIDDEN LN. S. HID. VAL. S. CT. 72ND TRL. S. HID. VAL. S. 70TH ST. S. HINTON AVE. S. AVE. HOMESTEAD 67TH ST. S. 67TH ST. CT. S. 68TH ST. CT. S. IDEAL 69TH S T.CT.S. 69TH ST.S. PIN. AR. PINE ALC. S. HIDDEN VALLEY 73RD HIDDEN VALLEY LANE S. H.V. COVE S. POND S. TR. C. S. PINE PINE ARB. CT. S. ARBOR DR. S. AVE. S. WS442 WS950 WS955 WS958 WS961 WS962 WS1018 WS1019 WS1020 WS1024 WS1025 WS1026 WS1027 WS1030 WS1031 WS1046 WS1047 WS1048 WS1153 WS1422 WS2318 WS2319 WS2322 WS2324 WS2327 WS2328 WS2329 WS2331 WS2649 WS2651 WS2654 WS2656 WS2658 WS2850 WS2851WS2852 WS3344 WS3353 WS3666 WS443 WS956 WS2075 «¬ HYDRANTS FLOW TESTED WS2323 WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 FEET V:\1938\active\193802283\GIS\Projects\Figure B -Flow Test Area.mxd Wednesday, June 20, 2012 3:47:40 PM AREA B FIGURE B -FIRE HYDRANTS FLOW TESTED IN AREA B CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 6786 PINE ARBOR BLVD. WS1027 6939 PINE ARBOR DR. WS1018 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]B74.5" DIFFUSER 3,030 GPM 72 PSI 70 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 9:35 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 6936 PINE ARBOR DR. WS2851 6939 PINE ARBOR DR. WS1018 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]B84.5" DIFFUSER 2,780 GPM 72 PSI 66 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 9:40 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 6939 PINE ARBOR DR. WS1018 6936 PINE ARBOR DR. WS2851 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]B94.5" DIFFUSER 3,130 GPM 71 PSI 65 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 9:46 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 6921 PINE ARBOR DR. WS2850 6936 PINE ARBOR DR. WS2851 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]B10 4.5" DIFFUSER 2,630 GPM 71 PSI 59 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 9:50 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 6797 PINE ARBOR BLVD. WS2852 6795 PINE ARBOR BLVD. WS1046 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]B11 4.5" DIFFUSER 2,670 GPM 69 PSI 61 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 9:55 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 6795 PINE ARBOR BLVD. WS1046 6797 PINE ARBOR BLVD. WS2852 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]B12 4.5" DIFFUSER 2,470 GPM 70 PSI 61 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 10:00 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION «¬ «¬ ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ «¬ ¬«¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« S. AVE. JONATHAN ST. CIR. S. 74TH S. ST. 74TH S. AVE. JORDON S. AVE. JORGENSON BLVD S INDIAN S. 72ND ST JOLIET AVE. S. JOLIET AVE. S. CR. JOLIET JORGENSEN LN. S. JOPLIN AVE. S. 70TH ST. S. JORDON AVE. S. 71ST ST. S. ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«WS945 WS946 WS947 WS2144 WS2146 WS2147 WS2148 WS2196 WS2198 WS2251 WS2587 WS2588 WS2600WS2601 WS2610 WS2615 WS2616 WS2796 WS2798 WS2799WS2800 WS2801 WS2802 WS2803 WS2808 WS2809 WS2810 WS2816 WS2922 WS2923 WS2972 WS2973 WS2989 WS2992 WS2797 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 FEET V:\1938\active\193802283\GIS\Projects\Figure C -Flow Test Area.mxd Wednesday, June 20, 2012 3:48:26 PM AREA C FIGURE C -FIRE HYDRANTS FLOW TESTED IN AREA C CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7009 JORGENSEN LN. WS2796 7112 JORGENSEN LN. WS947 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]C13 4.5" DIFFUSER 2,670 GPM 69 PSI 65 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 10:14 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7170 JORGENSEN LN. WS945 7112 JORGENSEN LN. WS947 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]C14 4.5" DIFFUSER 2,670 GPM 69 PSI 65 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 10:18 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7112 JORGENSEN LN. WS947 7170 JORGENSEN LN. WS945 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]C15 4.5" DIFFUSER 2,630 GPM 69 PSI 63 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 10:25 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7115 JORGENSEN LN. WS946 7170 JORGENSEN LN. WS945 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]C16 4.5" DIFFUSER 2,510 GPM 69 PSI 62 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 10:30 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME JORGENSEN LN. AT KEATS AVE. WS2251 7170 JORGENSEN LN. WS945 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]C17 4.5" DIFFUSER 2,850 GPM 68 PSI 65 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 10:34 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION ¬« «¬ «¬ ¬« ¬« ¬« «¬ «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬«¬« ¬« ¬« S. AVE. S. 72ND INDIAN BLVD. S. ST. CIR. S. 74TH S. ST. 74TH S. AVE. JORDON S. JEWEL AVE. S. INDIAN BLVD. CT. S. 77TH ST. S. BLVD S INDIAN JOLIET AVE. S. CR. JOLIET ST. PLACE JOCELYN JOCELYN AVE. JORDON AVE. S. ¬«¬« ¬« ¬«¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« WS2057 WS2144 WS2587 WS2588 WS2589 WS2591 WS2592 WS2594 WS2595 WS2600WS2601 WS2604 WS2612 WS2615 WS2616 WS2617 WS2619 WS2621 WS2623 WS2626 WS2628 WS2630 WS2631 WS2636 WS2808WS2810 WS2816 WS2835 WS2916 WS2922 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 FEET V:\1938\active\193802283\GIS\Projects\Figure D -Flow Test Area.mxd Wednesday, June 20, 2012 3:49:18 PM AREA D FIGURE D -FIRE HYDRANTS FLOW TESTED IN AREA D CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 AREA E FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7460 JOCELYN AVE. WS2591 9574 INDIAN BLVD. WS2589 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]D18 4.5" DIFFUSER 2,670 GPM 78 PSI 70 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 10:47 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9525 INDIAN BLVD. (NORTH OF SCHOOL) WS2619 9574 INDIAN BLVD. WS2589 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]D19 4.5" DIFFUSER 2,740 GPM 78 PSI 70 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 10:52 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9574 INDIAN BLVD. WS2589 7460 JOCELYN AVE. WS2591 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\ [Hydrant_Flow_Data.xlsx]D20 4.5" DIFFUSER 2,850 GPM 79 PSI 73 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 11:01 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7500 JORDON AVE. WS2616 9525 INDIAN BLVD. (EAST OF SCHOOL) WS2615 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]D21 4.5" DIFFUSER 2,990 GPM 79 PSI 77 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 11:10 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9525 INDIAN BLVD. (EAST OF SCHOOL) WS2615 7500 JORDON AVE. WS2616 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]D22 4.5" DIFFUSER 2,710 GPM 78 PSI 73 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 11:18 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION «¬ «¬ ¬« ¬« ¬« «¬ «¬ «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬««¬ «¬ ¬« ¬«¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« INDIAN BLVD. S. ST. CIR. S. 74TH S. ST. 74TH S. AVE. JORDON JOLIET AVE. S. 77TH ST. S. 78TH ST. S. BLVD S INDIAN JOCELYN KEATS AVE. S. 77TH CT. S. JONATHAN AVE. S. 78TH ST. S. JORG. CIR. S. ¬«¬« ¬« ¬«¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« WS1208 WS2149 WS2601 WS2610 WS2612 WS2615 WS2616 WS2617 WS2619 WS2621 WS2623 WS2626 WS2628 WS2630 WS2631 WS2804 WS2805 WS2806 WS2811 WS2813 WS2814 WS2816 WS2844 WS2911 WS2912 WS2845 WS2846 WS2919 WS2920 WS2922 WS2923 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 FEET V:\1938\active\193802283\GIS\Projects\Figure E -Flow Test Area.mxd Wednesday, June 20, 2012 3:49:42 PM AREA E FIGURE E -FIRE HYDRANTS FLOW TESTED IN AREA E CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 AREA D FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9525 INDIAN BLVD. (SOUTH OF SCHOOL) WS2617 9525 INDIAN BLVD. (EAST OF SCHOOL) WS2615 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]E23 4.5" DIFFUSER 2,900 GPM 79 PSI 74 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 11:26 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9870 INDIAN BLVD. WS2612 9525 INDIAN BLVD. (EAST OF SCHOOL) WS2615 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]E24 4.5" DIFFUSER 3,150 GPM 79 PSI 74 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 11:32 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9775 INDIAN BLVD. (NE OF SCHOOL) WS2626 9775 INDIAN BLVD. (EAST OF SCHOOL) WS2623 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]E25 4.5" DIFFUSER 2,850 GPM 77 PSI 72 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 12:35 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9775 INDIAN BLVD. (SE OF SCHOOL) WS2621 9775 INDIAN BLVD. (EAST OF SCHOOL) WS2623 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]E26 4.5" DIFFUSER 3,000 GPM 77 PSI 70 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 12:41 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9775 INDIAN BLVD. (EAST OF SCHOOL) WS2623 9775 INDIAN BLVD. (SE OF SCHOOL) WS2621 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]E27 4.5" DIFFUSER 2,850 GPM 77 PSI 72 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 12:48 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9775 INDIAN BLVD. (SW OF SCHOOL) WS2628 9775 INDIAN BLVD. (SE OF SCHOOL) WS2621 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]E28 4.5" DIFFUSER 2,850 GPM 77 PSI 74 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 12:53 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9775 INDIAN BLVD. (WEST OF SCHOOL) WS2630 9775 INDIAN BLVD. (SW OF SCHOOL) WS2628 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]E29 4.5" DIFFUSER 2,850 GPM 77 PSI 74 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 1:03 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9775 INDIAN BLVD. (NW OF SCHOOL) WS2631 9775 INDIAN BLVD. (WEST OF SCHOOL) WS2630 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]E30 4.5" DIFFUSER 2,000 GPM 76 PSI 68 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 1:10 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION ¬« ¬« ¬« ¬« ¬« ¬« 3 3 ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« HADLEY AVE. S. HAMES HEATH AVE. EAST POINT DOUGLAS RD. S. HEARTHSIDE AVE.S. HARDWOOD AVE. S. S. ST. 80TH 79TH EAST DOUGLAS RD. S. RD. HEARTHSIDE S. S. POINT E. POINT DOUGLAS RD. S. HARDWOOD CT. S. OAKWOOD PARK DR. S. ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« WS384 WS389 WS391 WS423 WS424 WS427 WS428 WS505 WS509 WS512 WS516 WS517 WS710 WS712 WS719 WS831 WS832 WS918 WS973 WS1261 WS1363 WS1384 WS1724 WS1726 WS2203 WS2853 WS2854 WS2855 WS2860 WS2861 WS2862 WS2863 WS2864 WS2865 WS2866 WS2867 WS3048 WS3050 WS3381 WS3382 WS3640 WS3690 WS3692 WS3691 WS3693 WS3695 WS2868 WS3694 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 800 FEET V:\1938\active\193802283\GIS\Projects\Figure F -Flow Test Area.mxd Wednesday, June 20, 2012 3:50:39 PM AREA F FIGURE F -FIRE HYDRANTS FLOW TESTED IN AREA F CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 AREA K FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7500 80TH ST. WS712 7449 80TH ST. WS2203 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]F79 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 5:21 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,070 GPM 60 PSI 54 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7420 80TH ST. (SOUTH OF BUILDING) WS710 7449 80TH ST. WS2203 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]F80 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 5:25 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,670 GPM 60 PSI 54 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7180 E. POINT DOUGLAS RD. WS719 7449 80TH ST. WS2203 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]F81 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 5:31 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,470 GPM 60 PSI 54 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7135 E. POINT DOUGLAS RD. WS973 7180 E. POINT DOUGLAS RD. WS719 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]F82 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 5:40 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,710 GPM 70 PSI 62 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 6901 E. POINT DOUGLAS RD. WS427 6900 E. POINT. DOUGLAS RD. WS423 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]F184 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 6:41 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,710 GPM 72 PSI 56 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 6951 E. POINT DOUGLAS RD. WS428 6900 E. POINT. DOUGLAS RD. WS423 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]F185 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 6:46 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,510 GPM 72 PSI 66 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 6900 E. POINT DOUGLAS RD. WS423 6951 E. POINT DOUGLAS RD. WS428 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]F186 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 6:52 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,670 GPM 76 PSI 69 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7007 E. POINT DOUGLAS RD. WS424 6951 E. POINT DOUGLAS RD. WS428 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]F187 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 7:00 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,960 GPM 76 PSI 66 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7071 E. POINT DOUGLAS RD. WS831 7007 E. POINT DOUGLAS RD. WS424 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]F188 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 7:05 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,710 GPM 78 PSI 70 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME E. POINT DOUGLAS RD. SOUTH OF HARDWOOD AVE. WS2867 HARDWOOD AVE. AT E. POINT DOUGLAS RD. WS2855 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]F189 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 7:17 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,710 GPM 70 PSI 62 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7990 HARDWOOD AVE. (NORTH OF BUILDING) WS2866 HARDWOOD AVE. AT E. POINT DOUGLAS RD. WS2855 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]F190 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 7:21 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,710 GPM 70 PSI 64 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME HARDWOOD AVE. AT E. POINT DOUGLAS RD. WS2855 7990 HARDWOOD AVE. (NORTH OF BUILDING) WS2866 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]F191 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 7:27 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,820 GPM 67 PSI 62 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7990 HARDWOOD AVE. (NORTHEAST OF BUILDING) WS2864 7990 HARDWOOD AVE. (NORTH OF BUILDING) WS2866 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]F192 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 7:34 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,590 GPM 67 PSI 60 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7750 HARKNESS AVE. WS2865 7990 HARDWOOD AVE. (NORTHEAST OF BUILDING) WS2864 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]F193 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 7:41 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 1,910 GPM 62 PSI 54 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7990 HARDWOOD AVE. (EAST OF BUILDING) WS2863 7350 HARDWOOD CT. (WEST OF BUILDING) WS2868 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]F194 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 7:50 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,430 GPM 64 PSI 52 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7350 HARDWOOD CT. (SOUTHWEST OF BUILDING) WS2860 7350 HARDWOOD CT. (WEST OF BUILDING) WS2868 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]F195 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 7:55 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,710 GPM 64 PSI 56 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7350 HARDWOOD CT. (WEST OF BUILDING) WS2868 7350 HARDWOOD CT. (SOUTHWEST OF BUILDING) WS2860 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]F196 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 8:05 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 2.5" PITOT 1,130 GPM 68 PSI 64 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7350 80TH ST. WS2861 7350 HARDWOOD CT. (SOUTHWEST OF BUILDING) WS2860 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]F197 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 8:10 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,260 GPM 69 PSI 56 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7420 80TH ST. (NORTH OF BUILDING) WS2862 7350 80TH ST. WS2861 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]F198 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 8:19 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,070 GPM 62 PSI 44 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ «¬ ¬« ¬« ¬« ¬« HAMES HEATH AVE. HEMINGWAY AVE. S. HENSLOWE HENNA HOMES TE HEMINGWAY HEARTHSIDE AVE.S. S. 79TH ST. S. HINTON AVE. S. 79TH ST. S. HEMINGWAY AVE. S. 77TH ST BAY 77TH ST. S. RD. S. AVE. S. S. HEARTHSIDE RD. S. S. AVE. S. ¬«¬« ¬« ¬« ¬« «¬ «¬ «¬ «¬ ¬« ¬« ¬« ¬« WS509 WS512 WS712 WS587 WS899 WS1342 WS1349 WS1345 WS1350 WS1356 WS1358 WS1363 WS1365 WS1377 WS1384 WS2202 WS2200 WS2203 WS3001 WS3007 WS3008 WS3019 WS3020 WS3022 WS3025 WS3029 WS3030 WS3031 WS3033 WS3034 WS3035 WS3036 WS3037 WS3038 WS3045 WS3046WS3047 WS3048 WS3138 WS3485 WS3574 WS3599 WS3598 WS3597 WS3691 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 FEET V:\1938\active\193802283\GIS\Projects\Figure G -Flow Test Area.mxd Wednesday, June 20, 2012 3:51:09 PM AREA G FIGURE G -FIRE HYDRANTS FLOW TESTED IN AREA G CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 AREA K FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7702 80TH ST. WS2200 7606 80TH ST. WS2202 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]G76 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 5:03 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 1,500 GPM 48 PSI 40 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7516 80TH ST. WS587 7606 80TH ST. WS2202 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]G77 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 5:08 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 1,910 GPM 48 PSI 40 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7606 80TH ST. WS2202 7516 80TH ST. WS587 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]G78 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 5:12 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 1,970 GPM 49 PSI 42 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7620 79TH ST. WS3599 7690 79TH ST. WS3598 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]G199 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 8:30 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,390 GPM 49 PSI 42 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7740 79TH ST. WS3597 7690 79TH ST. WS3598 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]G200 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 8:34 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,390 GPM 49 PSI 42 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7690 79TH ST. WS3598 7740 79TH ST. WS3597 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]G201 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 8:41 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,260 GPM 50 PSI 43 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬ «¬ « ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« HENNA HOMES TE HEMINGWAY AVE. S. 81ST LANE 81ST ST. INGELSIDE IDEAL AVE. S. CT. S. HOMESTEAD HORNELL AVE. S. HYNES AVE. S. HYDE LANE S. HYDE AVE. S. HYDE CT. S. AVE. 80TH ST. 79TH INSKIP S. IDEAL S. ST. 77TH S. 77TH ST BAY 77TH ST. S. AVE. S. AVE. S. AD «¬ «¬ «¬ ¬« ¬« ¬« ¬« WS446 WS896 WS899 WS1281 WS1282 WS1283 WS3000 WS3001 WS3002 WS3003 WS3004 WS3005WS3010 WS3011 WS3014 WS3013 WS3018 WS3019 WS3023 WS3024 WS3054 WS3055 WS3058 WS3138 WS3300 WS3303 WS3306 WS3307 WS3315 WS3565 WS3567 WS3571 WS3572 WS3573 WS3584 WS3586 WS3685 WS3686 WS3687 WS3688 WS3017 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 FEET V:\1938\active\193802283\GIS\Projects\Figure H -Flow Test Area.mxd mxd Wednesday, June 20, 2012 3:51:54 PM AREA H FIGURE H -FIRE HYDRANTS FLOW TESTED IN AREA H CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8026 HYDE AVE. WS3010 8027 HYNES AVE. WS896 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]H73 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 4:34 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,960 GPM 86 PSI 82 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7957 80TH ST. WS3014 8027 HYNES AVE. WS896 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]H74 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 4:45 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,990 GPM 86 PSI 80 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8027 HYNES AVE. WS896 7957 80TH ST. WS3014 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]H75 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 4:55 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 2,780 GPM 89 PSI 75 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8040 80TH ST. (NE CORNER OF SCHOOL) WS3687 8040 80TH ST. (SE CORNER OF SCHOOL) WS3686 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]H83 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 5:55 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 2,070 GPM 84 PSI 68 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8040 80TH ST. (NW CORNER OF SCHOOL) WS3688 8040 80TH ST. (SE CORNER OF SCHOOL) WS3686 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]H84 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 6:01 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 2,020 GPM 84 PSI 74 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8040 80TH ST. (SW CORNER OF SCHOOL) WS3685 8040 80TH ST. (SE CORNER OF SCHOOL) WS3686 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]H85 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 6:08 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 2,470 GPM 84 PSI 72 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8040 80TH ST. (SE CORNER OF SCHOOL) WS3686 8040 80TH ST. (SW CORNER OF SCHOOL) WS3685 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]H86 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 6:18 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 2,470 GPM 84 PSI 70 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. "K ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« "K ¬« ¬« ¬« ¬« ¬«¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« CT. ST. 83RD IVYWOOD AVE. S. 82ND ST. CT. IVYSTONE CT. S. JAMAICA JANERO AVE. S. S. JEFFERY JEFFERY AVE. S. S. ST. 81 UPPER JASMINE AVE. S. 81ST S T. AVE. S. S. JANERO CT. 80TH ST. S. JASMINE AVE. S. S. AVE. JANERO ST. 78TH 79TH ST. S. IVERSON ISLETON AVE. S. ISLETON S. AVE. CT. S. IVYSTONE S. AVE. IVYSTONE S. AVE IRVIN 77TH ST. S. ¬« ¬« ¬« WS641 WS643 WS645 WS647 WS648 WS661 WS867 WS870 WS868 WS1399 WS1657 WS1664 WS1693 WS1695 WS1696 WS2032 WS2033 WS2035 WS2038 WS2040 WS2687 WS2689 WS2691 WS2694 WS2696 WS2697 WS2826 WS2825 WS2827 WS3252 WS3253 WS3254 WS3255 WS3256 WS3257 WS3259 WS3387 WS3388 WS3389 WS3390 WS3392 WS3393 WS3413 WS2828 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 FEET V:\1938\active\193802283\GIS\Projects\Figure I -Flow Test Area.mxd Wednesday, June 20, 2012 3:52:35 PM AREA I FIGURE I -FIRE HYDRANTS FLOW TESTED IN AREA I CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8979 80TH ST. WS868 8867 80TH ST. WS870 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]I31 4.5" PITOT 1,850 GPM 42 PSI 38 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 1:42 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8900 80TH ST. WS3387 7900 IVERSON AVE. WS3389 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]I324.5" DIFFUSER 3,350 GPM 82 PSI 78 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 1:53 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7900 IVERSON AVE. WS3389 8900 80TH ST. WS3387 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]I334.5" DIFFUSER 2,850 GPM 86 PSI 81 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 2:03 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION ¬« ¬« ¬« 3 ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« UT"K ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« LANE S. S. S. S. S. S. S. HADLEY AVE. S. GRANADA AVE. S. 85TH ST. S. GARY BLVD. S. BELDEN BLVD. S. SCOTT BLVD. S. HADLEY AVE. S. 81ST ST. S. GRAFTON AVE. 84TH ST. S. AVE. GRENADIER GRANGE BLVD. S. GRANGE BLVD. S. AVE. GREENE S. 84TH ST. S. EAST DOUGLAS RD. S. AVE. GRAFTON AVE. S. GRESHAM GRENADIER SCOTT BLVD. S. STATE HIGHWAY 61 80TH ST. S. POINT ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« WS421 WS422 WS424 WS428 WS432 WS485 WS1004 WS1270 WS1261 WS1725 WS1726 WS3144 WS3145 WS3146 WS3147 WS3148 WS3150 WS3153 WS3154 WS3156 WS3157 WS3158 WS3159 WS3160 WS3161 WS3162 WS3163 WS3164 WS3166 WS3167 WS3168 WS3170 WS3171 WS3174 WS3175 WS3200 WS3228 WS3229 WS3231 WS3232 WS3233 WS3234 WS3235 WS3236 WS3237 WS3239 WS3240 WS3241 WS3242 WS3628 WS3640 WS3637 WS3669 WS3673 WS3690 WS3238 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 800 FEET V:\1938\active\193802283\GIS\Projects\Figure J -Flow Test Area.mxd Wednesday, June 20, 2012 3:53:16 PM AREA J FIGURE J -FIRE HYDRANTS FLOW TESTED IN AREA J CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME HADLEY AVE. AT 80TH ST. WS1270 8201 HADLEY AVE. WS3690 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]J102 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 9:48 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 2,160 GPM 52 PSI 46 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8201 HADLEY AVE. WS3690 HADLEY AVE. AT 80TH ST. WS1270 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]J103 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 9:58 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,390 GPM 55 PSI 52 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8101 HADLEY AVE. WS485 8062 HADLEY AVE. WS3242 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]J104 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 10:07 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,070 GPM 56 PSI 54 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8062 HADLEY AVE. WS3242 8101 HADLEY AVE. WS485 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]J105 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 10:17 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 1,560 GPM 58 PSI 52 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8100 BELDEN BLVD. WS3669 8175 BELDEN BLVD. WS3145 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]J106 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 10:27 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 1,560 GPM 50 PSI 37 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8257 BELDEN BLVD. WS3144 8175 BELDEN BLVD. WS3145 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]J107 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 10:34 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 1,750 GPM 50 PSI 37 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8175 BELDEN BLVD. WS3145 8257 BELDEN BLVD. WS3144 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: Unique hydrant nozzles, smaller than all others Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]J108 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 10:41 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.0" PITOT 1,800 GPM 49 PSI 35 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8200 SCOTT BLVD. WS3241 6603 81ST ST. WS3234 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]J109 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 10:50 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 1,560 GPM 52 PSI 32 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8074 GARY BLVD. WS3232 6603 81ST ST. WS3234 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]J110 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 10:56 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 1,750 GPM 52 PSI 31 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 6603 81ST ST. WS3234 8074 GARY BLVD. WS3232 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]J111 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 11:04 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 2.5" PITOT 1,000 GPM 54 PSI 37 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME W. POINT DOUGLAS RD. AT BELDEN BLVD. WS432 6800 W. POINT DOUGLAS RD. WS422 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]J112 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 11:15 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 3,090 GPM 82 PSI 74 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 6950 W. POINT DOUGLAS RD. WS1261 7000 W. POINT DOUGLAS RD. WS1726 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]J113 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 11:21 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 3,030 GPM 82 PSI 75 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 6990 80TH ST. WS3628 8193 GRANGE BLVD. WS1004 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]J1314.5" PITOT 1,970 GPM 51 PSI 46 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 1:57 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8193 GRANGE BLVD. WS1004 6990 80TH ST. WS3628 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]J132 4.5" DIFFUSER 2,470 GPM 52 PSI 48 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 2:15 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« WEST POINT DOUGLAS RD. S. HAMES HEATH AVE. HEFNER HEMINGWAY EAST POINT DOUGLAS RD. S. HARKNESS 84TH ST. S. S. ST. 80TH RD. S. AVE. S. HEARTHSIDE S. E. POINT DOUGLAS RD. S. HARDWOOD CT. S. «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« WS505 WS509 WS512 WS516 WS517 WS710 WS712 WS719 WS741 WS831 WS832 WS918 WS973 WS1724 WS2203 WS2734 WS2735 WS2736 WS2737 WS2861 WS2862 WS3027 WS3028 WS3029 WS3046 WS3047 WS3048 WS3050 WS3380 WS3381 WS3382 WS3625 WS3692 WS3691 WS3693 WS3694 WS3695 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 FEET V:\1938\active\193802283\GIS\Projects\Figure K -Flow Test Area.mxd Wednesday, June 20, 2012 3:54:58 PM AREA K FIGURE K -FIRE HYDRANTS FLOW TESTED IN AREA K CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 AREA L FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7362 E. POINT DOUGLAS RD. WS3381 7300 E. POINT DOUGLAS RD. WS3382 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]K175 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 5:35 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 2.5" PITOT 1,350 GPM 79 PSI 76 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7130 E. POINT DOUGLAS RD. WS918 7300 E. POINT DOUGLAS RD. WS3382 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]K176 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 5:41 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,920 GPM 79 PSI 72 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7155 80TH ST. WS832 7130 E. POINT DOUGLAS RD. WS918 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]K177 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 5:47 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,850 GPM 80 PSI 74 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7300 E. POINT DOUGLAS RD. WS3382 7130 E. POINT DOUGLAS RD. WS918 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]K178 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 5:52 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 2.5" PITOT 1,370 GPM 80 PSI 76 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7135 E. POINT DOUGLAS RD. WS3694 7180 E. POINT DOUGLAS RD. WS3692 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]K179 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 6:03 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,590 GPM 75 PSI 68 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7210 E. POINT DOUGLAS RD. (NORTH OF BUILDING) WS3692 7180 E. POINT DOUGLAS RD. WS3691 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]K180 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 6:10 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,590 GPM 75 PSI 68 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7210 E. POINT DOUGLAS RD. (EAST OF BUILDING) WS509 7210 E. POINT DOUGLAS RD. (SOUTHEAST OF BUILDING) WS512 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]K181 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 6:14 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,300 GPM 76 PSI 60 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7210 E. POINT DOUGLAS RD. (SOUTH OF BUILDING) WS517 7210 E. POINT DOUGLAS RD. (SOUTHEAST OF BUILDING) WS512 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]K182 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 6:22 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,120 GPM 76 PSI 56 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7210 E. POINT DOUGLAS RD. (SOUTHEAST OF BUILDING) WS512 7210 E. POINT DOUGLAS RD. (EAST OF BUILDING) WS509 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]K183 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 6:28 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,470 GPM 75 PSI 60 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. ¬« ¬« ¬« ¬« ¬« 3 3 ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« "K ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« UT AVE. HARKNESS AVE S. HADLEY AVE. S. 84TH ST. S. LANE CT. S. S. HAMLET AVE. S. WEST POINT DOUGLAS RD. S. HAMES HEATH AVE. HEFNER HEFNER HEFNERHENNA AVE. S. HEMINGWAY AVE. S. HENSLOWE EAST POINT DOUGLAS RD. S. HENNA HEMINGWAY HILLSIDE TRAIL S. HINTON AVE. S. HARKNESS RD. S. PT. DOUGLAS HERON AVE. S. HILO TRAIL S. HILO TRAIL S. 84TH ST. S. HALE AVE. HAMLET AVE. S. HALLMARK AVE. S. 89TH ST. S. EAST POINT DOUGLAS INGBERG HARKNESS RD. IDEN AVE. S. HINTON AVE. S. S. HEMINGWAY AVE. HEMINGWAY AVE. S. 92ND ST. S. RD. S. AVE. S. CT. S. AVE. S. S. HEARTHSIDE RD. S. S. AVE. S. HILO S. STATE HIGHWAY 61 S. EAST POINT DOUGLAS RD. S. E. POINT DOUGLAS RD. S. ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« WS407 WS408 WS505 WS509 WS512 WS516 WS545 WS546 WS547 WS741 WS827 WS1724 WS1725 WS1726 WS1783 WS2120 WS2202 WS2734 WS2735 WS2736 WS2737 WS2738 WS2739 WS2741 WS2744 WS2745 WS2746 WS2752 WS2753 WS3007 WS3008 WS3027 WS3028 WS3029 WS3030 WS3031 WS3032 WS3034 WS3033 WS3035 WS3036 WS3037 WS3038 WS3040 WS3043 WS3044 WS3045 WS3046 WS3047 WS3048 WS3050 WS3078 WS3081 WS3112 WS3113 WS3114 WS3116 WS3117 WS3118 WS3119 WS3120WS3121 WS3122 WS3125 WS3126 WS3174 WS3175 WS3200 WS3201 WS3207WS3208 WS3209 WS3210 WS3380 WS3381 WS3382 WS3485 WS3625 WS3640 WS517 WS3039 WS3042 WS3206 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 250 500 750 1,000 FEET V:\1938\active\193802283\GIS\Projects\Figure L -Flow Test Area.mxd Wednesday, June 20, 2012 3:56:20 PM AREA L FIGURE L -FIRE HYDRANTS FLOW TESTED IN AREA L CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 AREA K FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7050 W. POINT DOUGLAS RD. WS1724 7000 W. POINT DOUGLAS RD. WS1726 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]L114 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 11:29 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,990 GPM 82 PSI 76 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7000 W. POINT DOUGLAS RD. WS1726 7050 W. POINT DOUGLAS RD. WS1724 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]L115 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 11:35 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,740 GPM 82 PSI 76 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7100 W. POINT DOUGLAS RD. WS2734 7150 W. POINT DOUGLAS RD. WS2735 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]L116 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 11:43 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,740 GPM 82 PSI 76 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7200 W. POINT DOUGLAS RD. WS2736 7150 W. POINT DOUGLAS RD. WS2735 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]L117 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 1:05 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,740 GPM 82 PSI 78 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7150 W. POINT DOUGLAS RD. WS2735 7200 W. POINT DOUGLAS RD. WS2736 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]L118 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 1:12 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,850 GPM 82 PSI 76 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7300 W. POINT DOUGLAS RD. WS2737 7400 W. POINT DOUGLAS RD. WS2738 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: hydrant would not open fully Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]L119 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 1:19 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 1,500 GPM 80 PSI 77 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7500 W. POINT DOUGLAS RD. WS2739 7400 W. POINT DOUGLAS RD. WS2738 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]L120 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 1:26 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,920 GPM 80 PSI 71 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7400 W. POINT DOUGLAS RD. WS2738 7500 W. POINT DOUGLAS RD. WS2739 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]L121 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 1:35 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,920 GPM 78 PSI 69 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7600 W. POINT DOUGLAS RD. WS2741 7700 W. POINT DOUGLAS RD. WS2744 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]L122 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 1:42 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,740 GPM 77 PSI 72 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7900 W. POINT DOUGLAS RD. WS2745 7700 W. POINT DOUGLAS RD. WS2744 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]L123 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 1:48 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,890 GPM 77 PSI 69 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7700 W. POINT DOUGLAS RD. WS2744 7900 W. POINT DOUGLAS RD. WS2745 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]L124 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 1:58 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,670 GPM 75 PSI 68 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8100 W. POINT DOUGLAS RD. WS2753 8300 W. POINT DOUGLAS RD. WS2752 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]L125 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 2:08 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,890 GPM 76 PSI 69 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8500 W. POINT DOUGLAS RD. WS2746 8300 W. POINT DOUGLAS RD. WS2752 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]L126 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 2:15 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 3,060 GPM 76 PSI 69 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8300 W. POINT DOUGLAS RD. WS2752 8500 W. POINT DOUGLAS RD. WS2746 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]L127 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 2:22 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,850 GPM 74 PSI 68 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. 3¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« "K "K "K ¬« «¬ «¬ «¬ ¬« ¬« AVE. S. HINTON AVE. S. S. AVE. HYDE CT.S. INDAHL AVE. S. INGBERG INGBERG TRAIL S. INDY BLVD. S. INGERSOLL AVE. S. INGLESIDE AVE. S. 87TH ST. 88TH S T. INGELSIDE CT. S. HOMESTEAD IMPERIAL AVE. S. HARKNESS RD. IDEN AVE. S. HYDE CT. S. 83RD ST. S. 85TH ST. S. HILLSIDE TRAIL S. HYDE AVE. S. IDEAL AVE. S. S. ¬« ¬« ¬« ¬« «¬ «¬ ¬« WS2120 WS2151 WS2154 WS2155 WS2157 WS2160 WS3006 WS3064 WS3065 WS3067 WS3081 WS3083 WS3085 WS3086 WS3087 WS3088 WS3105 WS3106 WS3108 WS3109 WS3123 WS3127 WS3128 WS3129 WS3132 WS3133 WS3136 WS3137 WS3139 WS3140 WS3141 WS3142 WS3143 WS3513 WS3082 WS3094 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 FEET V:\1938\active\193802283\GIS\Projects\Figure M -Flow Test Area.mxd Wednesday, June 20, 2012 3:57:13 PM AREA M FIGURE M -FIRE HYDRANTS FLOW TESTED IN AREA M CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8536 INDAHL AVE. WS2155 8500 IDEAL AVE. WS2154 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]M169 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 12:50 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 2,260 GPM 73 PSI 66 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8534 IMPERIAL AVE. WS2151 8500 IDEAL AVE. WS2154 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]M170 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 12:57 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 2,340 GPM 73 PSI 64 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8065 HILLSIDE TRL. WS3132 8240 HILLSIDE TRL. WS3137 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]M171 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 1:24 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 2,550 GPM 71 PSI 58 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8188 HILLSIDE TRL. WS3136 8240 HILLSIDE TRL. WS3137 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]M172 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 1:29 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 2,120 GPM 71 PSI 52 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8240 HILLSIDE TRL. WS3137 8188 HILLSIDE TRL. WS3136 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]M173 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 1:37 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 1,970 GPM 70 PSI 50 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8500 IDEAL AVE. WS2154 8534 IMPERIAL AVE. WS2151 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]M174 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 1:00 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 2,340 GPM 74 PSI 66 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬«¬« ¬« ¬«¬«¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« EAST PO INT DOUG LAS R D. S. ISLAY AVE. S. 91ST ST S. 91ST IRONWOOD AVE. S. IRA AVE. S. ISLE AVE. S. CT. S. IRISH AVE. IRONWOOD AVE. HILLSIDE TRAIL 89TH 88TH ST. S. ISLE AVE. INWOOD AVE. S. 90TH ST. S. INDAHL 87TH S T. S. INMAN AVE. INMAN AVE. S. 88TH S T. S . AVE. S. S. S. S. ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬«¬« ¬« WS779 WS801 WS989 WS990 WS1842 WS2267 WS2292 WS2291 WS2303 WS2725 WS2780 WS2786 WS2789 WS3068 WS3069 WS3070 WS3071 WS3075 WS3076 WS3077 WS3089 WS3091 WS3092 WS3099 WS3100 WS3102 WS3103 WS3104 WS3106 WS3107 WS3109 WS3111 WS3292 WS3293 WS3294 WS3295 WS3296 WS3297 WS3696 WS3697 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 FEET V:\1938\active\193802283\GIS\Projects\Figure N -Flow Test Area.mxd Wednesday, June 20, 2012 3:57:52 PM AREA N FIGURE N -FIRE HYDRANTS FLOW TESTED IN AREA N CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 AREA S FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8575 90TH ST. WS2725 8575 90TH ST. (PARKING LOT) WS1842 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]N163 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 11:03 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,780 GPM 72 PSI 67 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9010 JAMAICA AVE. WS3295 8575 90TH ST. (PARKING LOT) WS1842 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]N164 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 11:08 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,740 GPM 72 PSI 68 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8575 90TH ST. (PARKING LOT) WS1842 8575 90TH ST. WS2725 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]N165 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 11:14 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,300 GPM 72 PSI 69 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8908 INWOOD ST. WS3100 8800 INWOOD ST. WS3099 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]N166 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 11:23 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 2,430 GPM 72 PSI 66 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8736 IRA AVE. WS3077 8800 INWOOD ST. WS3099 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]N167 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 11:29 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 2,630 GPM 72 PSI 68 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8800 INWOOD ST. WS3099 8908 INWOOD ST. WS3100 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]N168 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 11:35 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 1,860 GPM 72 PSI 66 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« 90TH ST. S. BAY S. JORGENSEN JOLIET AVE. S. JORGENSEN AVE. S. JORGENSEN HILLSIDE TR. RAVINE PARKWAY KEATS AVE. S. 85TH ST. S. S. ¬« ¬« WS519 WS1142 WS1144 WS1146 WS1173 WS1799 WS1820 WS1823 WS1878 WS3510 WS3645 WS3646 WS3653 WS3654 WS3656 WS3657 WS3658 WS1177 WS1815 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 FEET V:\1938\active\193802283\GIS\Projects\Figure O -Flow Test Area.mxd Wednesday, June 20, 2012 3:58:27 PM AREA O FIGURE O -FIRE HYDRANTS FLOW TESTED IN AREA O CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME KEATS AVE. BIKE TRAIL, SOUTH OF 85TH ST. WS3646 85TH ST. AT KEATS AVE. WS3645 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]O34 4.5" DIFFUSER 2,670 GPM 72 PSI 62 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 2:13 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 85TH ST. AT KEATS AVE. WS3645 KEATS AVE. BIKE TRAIL, SOUTH OF 85TH ST. WS3646 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]O35 4.5" DIFFUSER 2,670 GPM 75 PSI 66 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 2:23 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« UT S. 94TH ST. S. AVE. S. HALE AVE. S. HAMLET AVE. S. HAMES AVE. 94TH ST. S. HALLMARK HARKNESS AVE S. 92ND ST. S. HADLEY AVE. S. S. AVE. HADLEY HAMLET AVE. S. HALE AVE. S. 90TH ST. S. 89TH ST. S. ¬« ¬« WS1783 WS1976 WS1979 WS1983 WS1984 WS1986 WS1990 WS1992 WS1993 WS2001 WS1995 WS2003 WS2063 WS2793 WS3193 WS3196 WS3197 WS3198 WS3204 WS3205 WS3207 WS3243 WS3626 WS3627 WS3662 WS3206 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 FEET V:\1938\active\193802283\GIS\Proj ects\Figure P -Flow Test Area.mxd Wednesday, June 20, 2012 3:58:59 PM AREA P FIGURE P -FIRE HYDRANTS FLOW TESTED IN AREA P CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9015 HADLEY AVE. WS1979 6968 90TH ST. WS3197 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]P100 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 9:16 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,340 GPM 47 PSI 44 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9000 HADLEY AVE. WS1976 6968 90TH ST. WS3197 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]P101 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 9:26 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 2.5" PITOT 1,000 GPM 47 PSI 45 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. ¬« 3 ¬« ¬« ¬« "K¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« 95TH IDEAL AVE. S. 95TH ST. S. S. AVE. HEATH HEMINGWAY AVE. S. 92ND ST. S. ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬«¬« ¬« ¬« ¬« ¬« ¬«¬«¬« ¬«¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« WS545 WS547 WS546 WS548 WS549 WS550 WS551 WS552 WS553 WS984 WS992 WS994 WS995 WS996 WS2112 WS2945WS2943 WS3689 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 800 FEET V:\1938\active\193802283\GIS\Projects\Figure Q -Flow Test Area.mxd Wednesday, June 20, 2012 3:59:29 PM AREA Q FIGURE Q -FIRE HYDRANTS FLOW TESTED IN AREA Q CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9250 IDEAL AVE. WS995 9450 IDEAL AVE. WS994 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]Q70 RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 11:20 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,260 GPM 60 PSI 57 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 95TH ST. AT IDEAL AVE. WS992 9450 IDEAL AVE. WS994 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]Q71 RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 11:26 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,340 GPM 60 PSI 56 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9450 IDEAL AVE. WS994 95TH ST. AT IDEAL AVE. WS992 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]Q72 RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 11:33 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,400 GPM 59 PSI 54 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7769 95TH ST. WS3689 7699 95TH ST. WS996 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]Q87 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 7:03 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 2,550 GPM 62 PSI 54 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7700 95TH ST. WS984 7699 95TH ST. WS996 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]Q88 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 7:21 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,510 GPM 62 PSI 58 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7699 95TH ST. WS996 7769 95TH ST. WS3689 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]Q89 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 7:25 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,630 GPM 62 PSI 54 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7500 95TH ST. WS2112 HEMINGWAY AVE. AT 95TH ST. WS553 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]Q90 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 7:37 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,630 GPM 61 PSI 58 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9400 HEMINGWAY AVE. WS552 HEMINGWAY AVE. AT 95TH ST. WS553 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]Q91 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 7:43 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,740 GPM 61 PSI 58 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME HEMINGWAY AVE. AT 95TH ST. WS553 9400 HEMINGWAY AVE. WS552 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]Q92 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 7:55 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,740 GPM 60 PSI 55 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9375 HEMINGWAY AVE. WS551 9350 HEMINGWAY AVE. WS550 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]Q93 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 8:04 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,600 GPM 58 PSI 54 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9275 HEMINWAY AVE. WS549 9350 HEMINGWAY AVE. WS550 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]Q94 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 8:14 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,590 GPM 59 PSI 56 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9350 HEMINGWAY AVE. WS550 9275 HEMINWAY AVE. WS549 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]Q95 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 8:21 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,740 GPM 58 PSI 55 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9200 HEMINGWAY AVE. WS548 9275 HEMINWAY AVE. WS549 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]Q96 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 8:26 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,670 GPM 58 PSI 55 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 91ST ST. WEST OF HEMINGWAY AVE. WS547 HEMINGWAY AVE. AT 91ST ST. WS546 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]Q97 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 8:32 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 1,860 GPM 55 PSI 53 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9075 HEMINGWAY AVE. WS545 HEMINGWAY AVE. AT 91ST ST. WS546 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]Q98 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 8:40 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,470 GPM 55 PSI 52 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME HEMINGWAY AVE. AT 91ST ST. WS546 9200 HEMINGWAY AVE. WS548 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]Q99 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 8:46 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,670 GPM 56 PSI 54 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. 3 ¬« ¬«¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« «¬ «¬ ¬« ¬« EAST POINT DOUGLAS WEST POINT DOUGLAS RD. S. IDEAL AVE. S. 90TH ST. S. INDAHL INMAN EAST POINT DOUGLAS RD. S. INGBERG AVE. AVE. S. ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬«¬« ¬« ¬« WS477 WS811 WS813 WS814 WS931 WS995 WS2010 WS2110 WS2111 WS2746 WS2747 WS2748 WS3080 WS3091 WS3092 WS3104 WS3111 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 FEET V:\1938\active\193802283\GIS\Projects\Figure R -Flow Test Area.mxd Wednesday, June 20, 2012 3:59:59 PM AREA R FIGURE R -FIRE HYDRANTS FLOW TESTED IN AREA R CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 AREA S FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8585 W. POINT DOUGLAS RD. WS2747 8601 W. POINT DOUGLAS RD. WS2748 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]R128 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 2:32 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,710 GPM 74 PSI 69 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8611 W. POINT DOUGLAS RD. WS2110 8601 W. POINT DOUGLAS RD. WS2748 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]R129 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 2:37 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,740 GPM 74 PSI 69 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8601 W. POINT DOUGLAS RD. WS2748 8611 W. POINT DOUGLAS RD. WS2110 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]R130 RESIDUAL HYDRANT INFRASEEK ID April 26, 2012 2:44 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,960 GPM 74 PSI 69 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8617 W. POINT DOUGLAS RD. WS2111 8611 W. POINT DOUGLAS RD. WS2110 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]R133 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 7:37 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,780 GPM 72 PSI 68 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8619 W. POINT DOUGLAS RD. WS477 8617 W. POINT DOUGLAS RD. WS2111 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]R134 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 7:47 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,390 GPM 71 PSI 68 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«¬« «¬ «¬ ¬« ¬« ¬« EAST POINT DOUG LAS R D. S. ISLAY AVE. S. WEST POINT DOUGLAS RD. S. NESSEL ST. S. JAMAICA AVE. S. IRVIN AVE S. ISLAY AVE. S. 91ST ST S. 91ST IRONWOOD AVE. 90TH ST. S. INDAHL INMAN AVE. S. AVE. S. DOUGLAS EAST POINT 92ND ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬«¬«¬« WS477 WS811 WS813 WS814 WS925 WS926 WS931 WS989 WS990 WS998 WS999 WS1248 WS1842 WS2010 WS2110 WS2111 WS2113 WS2116 WS2119 WS2276 WS2289 WS2292 WS2291 WS2293 WS2294WS2295 WS2298 WS2299 WS2300 WS2303 WS2504 WS2725 WS2780 WS2786 WS2787 WS2789 WS3091 WS3092 WS3100 WS3104 WS3111 WS3292 WS3295 WS3296 WS3297 WS3444 WS3696 WS3697 WS1721 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 800 FEET V:\1938\active\193802283\GIS\Projects\Figure S -Flow Test Area.mxd Wednesday, June 20, 2012 4:00:40 PM AREA R FIGURE S -FIRE HYDRANTS FLOW TESTED IN AREA S CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 AREA S AREA N FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8611 E. POINT DOUGLAS RD. (NORTHEAST OF BUILDING) WS2787 8611 E. POINT DOUGLAS RD. (SOUTHEAST OF BUILDING) WS926 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]S142 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 8:44 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 3,030 GPM 74 PSI 71 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8611 E. POINT DOUGLAS RD. (SOUTHEAST OF BUILDING) WS926 8611 E. POINT DOUGLAS RD. (NORTHEAST OF BUILDING) WS2787 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]S143 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 8:52 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 3,030 GPM 74 PSI 72 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8655 E. POINT DOUGLAS RD. (SOUTHEAST OF BUILDING) WS2289 8655 E. POINT DOUGLAS RD. (SOUTHWEST OF BUILDING) WS2300 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]S144 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 9:04 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 3,030 GPM 73 PSI 70 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8655 E. POINT DOUGLAS RD. (WEST OF BUILDING) WS2298 8655 E. POINT DOUGLAS RD. (SOUTHWEST OF BUILDING) WS2300 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: hydrant would not open fully Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xl sx]S145 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 9:10 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 1,560 GPM 73 PSI 72 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8655 E. POINT DOUGLAS RD. (SOUTHWEST OF BUILDING) WS2300 8655 E. POINT DOUGLAS RD. (SOUTHEAST OF BUILDING) WS2289 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]S146 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 9:15 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,920 GPM 73 PSI 70 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8655 E. POINT DOUGLAS RD. (NORTH OF BUILDING) WS2299 8611 E. POINT DOUGLAS RD. (WEST OF BUILDING) WS2276 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]S147 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 9:18 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,920 GPM 74 PSI 69 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8617 E. POINT DOUGLAS RD. WS2293 8611 E. POINT DOUGLAS RD. (WEST OF BUILDING) WS2276 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]S148 4.5" DIFFUSER 2,670 GPM 74 PSI 70 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 9:27 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8611 E. POINT DOUGLAS RD. (WEST OF BUILDING) WS2276 8617 E. POINT DOUGLAS RD. WS2293 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]S149 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 9:33 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,550 GPM 73 PSI 70 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8690 E. POINT DOUGLAS RD. WS2786 8617 E. POINT DOUGLAS RD. WS2293 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]S150 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 9:38 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,850 GPM 73 PSI 71 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8647 E. POINT DOUGLAS RD. WS2294 8639 E. POINT DOUGLAS RD. WS2295 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]S151 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 9:50 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,850 GPM 76 PSI 71 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8639 E. POINT DOUGLAS RD. (NORTH OF BUILDING) WS2292 8639 E. POINT DOUGLAS RD. WS2295 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]S152 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 9:55 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,470 GPM 76 PSI 71 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8621 E. POINT DOUGLAS RD. WS2291 8639 E. POINT DOUGLAS RD. WS2295 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]S153 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 10:01 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 3,030 GPM 73 PSI 66 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8639 E. POINT DOUGLAS RD. WS2295 8647 E. POINT DOUGLAS RD. WS2294 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]S154 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 10:08 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,670 GPM 73 PSI 66 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8240 E. POINT DOUGLAS RD. WS931 8944 90TH ST. WS3092 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]S155 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 10:42 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,780 GPM 72 PSI 67 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8442 90TH ST. WS3111 8944 90TH ST. WS3092 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]S156 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 10:47 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 2,430 GPM 71 PSI 68 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8944 90TH ST. WS3092 8442 90TH ST. WS3111 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]S157 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 10:55 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" PITOT 2,430 GPM 72 PSI 66 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8490 E. POINT DOUGLAS RD. WS990 8610 E. POINT DOUGLAS RD. WS989 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]S158 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 4:45 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,780 GPM 79 PSI 78 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8610 E. POINT DOUGLAS RD. WS989 8690 E. POINT DOUGLAS RD. WS2786 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]S159 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 5:00 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,850 GPM 78 PSI 76 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9030 INWOOD AVE. (SOUTH HYRDANT) -9030 INWOOD AVE. (NORTH HYRDANT) -FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: stop sign placed directly next to hydrant prevent fully opening hydrant Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx ]S160 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 5:10 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 1,560 GPM 76 PSI 73 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9030 INWOOD AVE. (NORTH HYRDANT) -9030 INWOOD AVE. (SOUTH HYRDANT) -FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]S161 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 5:16 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,590 GPM 76 PSI 73 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8461 E. POINT DOUGLAS RD. -9030 INWOOD AVE. (SOUTH HYRDANT) -FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]S162 RESIDUAL HYDRANT INFRASEEK ID May 3, 2012 5:21 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,990 GPM 76 PSI 73 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬««¬ «¬ ¬« ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬«JARROD AVE. S. JARVIS AVE. S. JAREAU AVE. S. JARROD AVE. S. 91ST ISLAY WEST POINT DOUGLAS RD. S. ALLEY ALLEY MILLER RD. S. RICE ST. S. FU RBE R ST. S. NESSEL ST. S. IRVIN AVE S. ISLAY AVE. S. 96TH ST. S. JANERO JANIE 91ST ST 91ST ST 91ST ST. S. DOUGLAS E. PT.CT. S. DOUGLAS RD. S. EAST POINT 92ND ST. S. ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬««¬ «¬ ¬« ¬« ¬«¬« WS834 WS925 WS926 WS999 WS1248 WS1249 WS1251 WS1252 WS1253 WS1254 WS1255 WS1256 WS1712 WS1721 WS1944 WS2113 WS2116 WS2259 WS2274 WS2275 WS2261 WS2276 WS2280 WS2281 WS2284 WS2287 WS2285 WS2289 WS2290 WS2291 WS2293 WS2298 WS2299 WS2300 WS2301 WS2311 WS2504 WS2786 WS2787 WS3503 WS3504 WS3505 WS3526 WS1942 WS1943 WS2189 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 FEET V:\1938\active\193802283\GIS \Projects\Figure T -Flow Test Area.mxd Wednesday, June 20, 2012 4:01:10 PM AREA U FIGURE T -FIRE HYDRANTS FLOW TESTED IN AREA T CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 AREA S AREA V AREA T FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9000 E. POINT DOUGLAS RD. (EAST OF BUILDING) WS2285 9000 E. POINT DOUGLAS RD. (SOUTHEAST OF BUILDING) WS2284 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]T135 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 7:59 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,390 GPM 71 PSI 63 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9000 E. POINT DOUGLAS RD. (SOUTHEAST OF BUILDING) WS2284 9000 E. POINT DOUGLAS RD. (SOUTH OF BUILDING) WS2301 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]T136 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 8:06 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,780 GPM 74 PSI 72 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9000 E. POINT DOUGLAS RD. (SOUTH OF BUILDING) WS2301 8770 E. POINT DOUGLAS RD. WS2290 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]T137 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 8:15 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,850 GPM 73 PSI 72 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9000 E. POINT DOUGLAS RD. (WEST OF BUILDING) WS2287 8770 E. POINT DOUGLAS RD. WS2290 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]T138 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 8:20 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,670 GPM 74 PSI 72 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8800 E. POINT DOUGLAS RD. WS1721 8770 E. POINT DOUGLAS RD. WS2290 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]T139 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 8:25 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,670 GPM 74 PSI 73 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8770 E. POINT DOUGLAS RD. WS2290 8800 E. POINT DOUGLAS RD. WS1721 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: hydrant would not open fully Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]T140 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 8:30 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,120 GPM 73 PSI 72 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8811 92ND ST. WS1248 8800 E. POINT DOUGLAS RD. WS1721 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]T141 RESIDUAL HYDRANT INFRASEEK ID May 2, 2012 8:35 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 4.5" DIFFUSER 2,740 GPM 74 PSI 71 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. «¬ «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« WEST POINT ALLEY ALLEY MILLER RD. S. LAKE ST. S. RICE ST. S. FU RBE R ST. S . NESSEL ST. S. JAMAICA IRVIN AVE S. ISLAY AVE. S. JAMAICA AVE. S. 96TH S T. S. GLENDENING RD. S. DOUGLAS RD. S. EAST POINT 92ND ST. S. ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« WS925 WS926 WS986 WS998 WS999 WS1248 WS1249 WS1252 WS1721 WS2113 WS2116 WS2119 WS2276 WS2281 WS2287 WS2289 WS2290 WS2294 WS2298 WS2299 WS2300 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 FEET V:\1938\active\193 802283\GIS\Projects\Figure U -Flow Test Area.mxd Wednesday, June 20, 2012 4:01:38 PM AREA U FIGURE U -FIRE HYDRANTS FLOW TESTED IN AREA U CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 AREA S AREA T FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME ISLAY AVE. AT W. POINT DOUGLAS RD. WS2113 8635 W. POINT DOUGLAS RD. WS999 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]U43 4.5" DIFFUSER 2,430 GPM 72 PSI 66 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 7:40 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8635 W. POINT DOUGLAS RD. (SHOP YARD HYDRANT) WS2116 8635 W. POINT DOUGLAS RD. WS999 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]U44 4.5" DIFFUSER 2,020 GPM 72 PSI 66 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 7:44 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8635 W. POINT DOUGLAS RD. WS999 8625 W. POINT DOUGLAS RD. WS2119 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]U45 4.5" DIFFUSER 2,430 GPM 72 PSI 68 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 7:49 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« S. JAR ROD AVE. S. JARROD AVE. S. JAREAU AVE. S. 93RD JEFFREY JASMINE AVE. WEST POINT DOUGLAS RD. S. ALLEY LAKE ST. S. RICE ST. S. FURBER ST. S. EAST POINT DOUGLAS 96TH ST. S. STATE HIGHWAY 61 DOUGLAS E. PT.CT. S. DOUGLAS RD. S. BAY S. ST. S. ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬««¬ «¬ ¬« ¬« WS834 WS1256 WS1929 WS1932 WS1935 WS1939 WS1944 WS1948 WS2103 WS2281 WS2284 WS2287 WS2285 WS2290 WS2301 WS2311 WS3503 WS3504 WS3684 WS1942 WS1943 WS2189 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 FEET V:\1938\active\193802283\GIS\Projects\Figure V -Flow Test Area.mxd Wednesday, June 20, 2012 4:03:41 PM AREA V FIGURE V -FIRE HYDRANTS FLOW TESTED IN AREA V CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 AREA T FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9100 E. POINT DOUGLAS RD. WS3504 9191 E. POINT DOUGLAS RD. WS1942 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]V36 4.5" DIFFUSER 2,960 GPM 77 PSI 73 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 2:53 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9192 E. POINT DOUGLAS RD. WS2311 9191 E. POINT DOUGLAS RD. WS1942 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]V37 4.5" DIFFUSER 2,710 GPM 76 PSI 70 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 2:59 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9191 E. POINT DOUGLAS RD. WS1942 9192 E. POINT DOUGLAS RD. WS2311 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]V38 4.5" DIFFUSER 2,850 GPM 77 PSI 70 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 3:04 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9214 E. POINT DOUGLAS RD. WS1944 9235 E. POINT DOUGLAS RD. WS1943 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]V39 4.5" DIFFUSER 2,630 GPM 76 PSI 68 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 3:11 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9250 E. POINT DOUGLAS RD. WS1948 9235 E. POINT DOUGLAS RD. WS1943 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]V40 4.5" DIFFUSER 2,960 GPM 76 PSI 74 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 3:18 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9235 E. POINT DOUGLAS RD. WS1943 9214 E. POINT DOUGLAS RD. WS1944 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]V41 4.5" DIFFUSER 2,780 GPM 76 PSI 67 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 3:23 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9260 E. POINT DOUGLAS RD. WS3684 9250 E. POINT DOUGLAS RD. WS1948 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]V42 4.5" DIFFUSER 2,820 GPM 76 PSI 73 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 24, 2012 3:37 PM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION 3 ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬ «¬ « ¬« ¬« ¬« ¬«¬« ¬« ¬« ¬« ¬«¬« ¬«¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« JAMAICA AVE. S. 100TH ST. S. HEATH AVE. S. S. AVE. HEATH HEMINGWAY AVE. S. 97TH ST. S.¬« ¬« ¬« ¬« ¬« ¬« ¬« ¬« «¬ «¬ «¬ ¬« ¬« ¬« «¬ «¬ «¬ ¬«¬«¬« ¬« ¬« ¬« ¬«WS532 WS533 WS534 WS535 WS536 WS537 WS539 WS975 WS974 WS985 WS986 WS987 WS991 WS993 WS997 WS1182 WS1184 WS1183 WS2730 WS2731 WS2732 WS2733 WS2758 WS2759 WS2945WS2943 ¬« HYDRANTS FLOW TESTED WATER SYSTEM FACILITY UT WATER STORAGE "K SUPPLY WELL 3 PRESSURE REDUCING VALVE ¬« OTHER FIRE HYDRANT WATER MAIN 6-INCH 8-INCH 10-INCH 12-INCH 16-INCH 18-INCH 20-INCH 24-INCH 30-INCH 36-INCH UNKNOWN q 0 200 400 600 800 1,000 FEET V:\1938\active\193802283\GIS\Projects\Figure W -Flow Test Area.mxd Wednesday, June 20, 2012 4:04:10 PM FIGURE W -FIRE HYDRANTS FLOW TESTED IN AREA W CITY OF COTTAGE GROVE 2012 HYDRANT FLOW TESTING PROGRAM 193802283 JUNE 2012 AREA W FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8100 100TH ST. WS1182 8300 100TH ST. WS1184 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W46 4.5" DIFFUSER 2,470 GPM 54 PSI 48 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 8:01 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8300 100TH ST. WS1184 JAMAICA AVE. AT 100TH ST. WS1183 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W47 4.5" DIFFUSER 2,390 GPM 55 PSI 50 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 8:08 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9900 JAMAICA AVE. WS991 JAMAICA AVE. AT 100TH ST. WS1183 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W48 4.5" DIFFUSER 2,470 GPM 55 PSI 50 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 8:14 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME JAMAICA AVE. AT 100TH ST. WS1183 9900 JAMAICA AVE. WS991 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W49 4.5" DIFFUSER 2,120 GPM 62 PSI 55 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 8:20 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9900 JAMAICA AVE. (EAST OF BUILDING) WS2730 9900 JAMAICA AVE. WS991 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W50 4.5" DIFFUSER 2,000 GPM 62 PSI 52 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 8:25 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9900 JAMAICA AVE. (SOUTH OF BUILDING) WS2731 9900 JAMAICA AVE. WS991 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W51 4.5" DIFFUSER 1,970 GPM 62 PSI 52 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 8:30 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9900 JAMAICA AVE. (WEST OF BUILDING) WS2732 9900 JAMAICA AVE. (NORTH OF BUILDING) WS2733 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W52 4.5" DIFFUSER 2,210 GPM 56 PSI 46 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 8:40 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8300 97TH ST. (SE CORNER) WS2759 9900 JAMAICA AVE. (NORTH OF BUILDING) WS2733 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W53 4.5" DIFFUSER 2,210 GPM 56 PSI 48 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 8:46 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9900 JAMAICA AVE. (NORTH OF BUILDING) WS2733 8300 97TH ST. (SE CORNER) WS2759 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W54 4.5" DIFFUSER 2,260 GPM 62 PSI 58 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 8:52 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME JAMAICA AVE. AT 97TH ST. WS993 8300 97TH ST. (SE CORNER) WS2759 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W55 4.5" DIFFUSER 2,670 GPM 62 PSI 57 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 8:58 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8300 97TH ST. (SW CORNER) WS2758 8200 97TH ST. WS997 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W56 4.5" DIFFUSER 2,390 GPM 60 PSI 52 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 9:09 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8200 97TH ST. (SW CORNER) WS985 8200 97TH ST. WS997 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W57 4.5" DIFFUSER 2,470 GPM 60 PSI 54 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 9:15 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8200 97TH ST. WS997 8200 97TH ST. (SW CORNER) WS985 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W58 4.5" DIFFUSER 2,260 GPM 60 PSI 55 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 9:25 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 8200 97TH ST. (NW CORNER) WS2943 7900 97TH ST. (NE CORNER) WS2945 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W59 4.5" DIFFUSER 2,120 GPM 60 PSI 58 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 9:35 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7900 97TH ST. (NE CORNER) WS2945 8200 97TH ST. (NW CORNER) WS2943 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W60 4.5" DIFFUSER 2,260 GPM 62 PSI 58 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 9:44 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7900 97TH ST. (SW CORNER) WS974 7700 97TH ST. WS975 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W61 4.5" DIFFUSER 2,210 GPM 58 PSI 52 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 9:54 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7600 97TH ST. WS532 7700 97TH ST. WS975 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W62 4.5" DIFFUSER 2,260 GPM 56 PSI 52 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 10:00 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7700 97TH ST. WS975 7600 97TH ST. WS532 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W63 4.5" DIFFUSER 2,390 GPM 54 PSI 50 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 10:10 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 7550 97TH ST. WS533 7600 97TH ST. WS532 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W64 4.5" DIFFUSER 2,120 GPM 54 PSI 51 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 10:16 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 97TH ST. AT HEMINGWAY AVE. WS534 9800 HEMINGWAY AVE. WS535 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W65 4.5" DIFFUSER 2,160 GPM 53 PSI 50 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 10:28 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9850 HEMINGWAY AVE. WS536 9800 HEMINGWAY AVE. WS535 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W66 4.5" DIFFUSER 2,160 GPM 53 PSI 49 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 10:33 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9800 HEMINGWAY AVE. WS535 9850 HEMINGWAY AVE. WS536 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W67 4.5" DIFFUSER 2,160 GPM 50 PSI 46 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 10:45 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 9900 HEMINGWAY AVE. WS537 9850 HEMINGWAY AVE. WS536 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W68 4.5" DIFFUSER 2,210 GPM 52 PSI 48 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 10:50 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION FLOW AND PRESSURE TEST FORM TEST DATE TEST TIME 100TH ST. AT HEMINGWAY AVE. WS539 9850 HEMINGWAY AVE. WS536 FLOW HYDRANT DATA (FLOW) FLOW EQUIPMENT CALCULATED FLOW RATE RESIDUAL HYDRANT DATA (PSI) STATIC PRESSURE RESIDUAL PRESSURE NOTES: NONE Disclaimer: V:\1938\active\193802283\Design\[Hydrant_Flow_Data.xlsx]W69 4.5" DIFFUSER 2,020 GPM 51 PSI 49 PSI The results of this field test are dependent on the conditions of the water system at the time of testing and may or may not be representative of typical system performance. RESIDUAL HYDRANT INFRASEEK ID April 25, 2012 10:58 AM FLOW HYDRANT LOCATION FLOW HYDRANT INFRASEEK ID RESIDUAL HYDRANT LOCATION