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Report (2) 5/7ZC22-5c)ov V 7 ., eoso 144-y TUALATIN VALLEY WATER DISTRICT Test#: 1361 FIRE HYDRANT FLOW TEST REPORT Hydrant ID #: 2S1W01A25FH50 Location: SW 72ND AVE & SW ELMHURST ST Date: 4/9/2019 Test made by: PAUL &COLTON RECEIVED Witness: Time: 11:14 DEC 3 0 2021 Project name: CITY OF TIGARD BUILDING DIVISION Discharge coefficient: .54816 Inside dia. of outlet = 4.5 inches Pitot reading = 50 psi Pitot 2 = 0 psi Observed flow rate= 2340.6 gpm Flow method: HOSE MONSTER Static pressure: 110 psi Residual pressure: 68 psi Flow at 20psi residual pressure (calculated): 3532 gpm Location map: To be attached to test report and to show which hydrants were used to monitor residual pressure and flow. y��7 Gage information: //<< Static and residual pressure gage: 120997-2C Pitot gage: 9864E1 Hydrant information: Hydrant ID Year Make Notes Flow hydrant: 2S1W01A25FH50 2006 MUELLER see map for location Read hydrant: 2S1W01A26FH50 2012 MUELLER see map for location Remarks: The mapping, flow or pressure information contained herein reflects conditions on the date and time of the test. Tualatin Valley Water District makes no representation as to the system's ability to meet specific fire flow requirements. Future system capability may differ from the flows reported herein because of subsequent modifications to the district's system and/or because flow and pressure may vary by time of day and season. Test gage callibration information available upon request. I e 66 22GV; . [...- 'j' 6'GY70� 2.80 co 6 g m pm tiZ, 2 6`DCDA xe. y ¢ '� DARTiv OUT- it GV ST. A ry r 16,32V 16.81V m N .`s1 •'6-GV 16 RED 4. 498 00 2.ORP 1 Li / in6•GV Q 6-DCOA pi/1 1 6., 2 < ____ ..Ng 6:01 :.CV l' V.I G,' ELMHURST ST• gob, �MHURST OPTS r a � .. iv 6•GV DCDA tic II r 0 I 12._ P--/-1Ric ::: LUBY11 .•,e ,- ,� ( .-{tSW 6c,Qe lila - o II: FR/ DC. III 6 UML-Li O NIw -� 12 6N 6.G, R�x6 2-gFy 0, U . D all! cv , 12.8N I BEVEL/AND ST ' r TUALATIN VALLEY WATER DISTRICT Test#: 1361 FIRE HYDRANT FLOW TEST REPORT Hydrant ID #: 2S1W01A25FH50 Location: SW 72ND AVE & SW ELMHURST ST Date: 4/9/2019 Test made by: PAUL &COLTON Witness: Time: 11:14 RECEIVED Project name: DEC 3 0 2021 CITY OF TIGARD Discharge coefficient: .54816 BUILDING DIVISION Inside dia. of outlet = 4.5 inches Pitot reading = 50 psi Pitot 2 = 0 psi Observed flow rate = 2340.6 gpm Flow method: HOSE MONSTER Static pressure: 110 psi Residual pressure: 68 psi Flow at 20psi residual pressure (calculated): 13532 gpm I 74.-i Location map: To be attached to test report and to show which hydrants were ,, � aczi used to monitor residual pressure and flow. V/` `7 Gage information: /` Static and residual pressure gage: 120997-2C Pitot page: 9864E1 Hydrant information: Hydrant ID Year Make Notes Flow hydrant: 2S1 W01A25FH50 2006 MUELLER see map for location Read hydrant: 2S1W01A26FH50 2012 MUELLER see map for location Remarks: The mapping, flow or pressure information contained herein reflects conditions on the date and time of the test. Tualatin Valley Water District makes no representation as to the system's ability to meet specific fire flow requirements. Future system capability may differ from the flows reported herein because of subsequent modifications to the district's system and/or because flow and pressure may vary by time of day and season. Test gage callibration information available upon request. f V/ II I U V 1 7C , - 22GV�� D 0Fr Ircy 6•DC-$6.6V m� '' $ "�" 6 �c>i 2'80 m^ m Nj� I DARTIOUTH Zf2 6V ST. U q > 16�FV m '�mv ry 16'ifi V "WV i6•x12' _ u�. �u 'O 16•DI RED ;1 426 2:O /'r 12'BN'.1 o 4 r 498 2•CV;.i CV 6•DCDh I; m'2 ORP LiJ i 1 in6•C_V Q e DCDA < ... _____ K .. _. :,... g -"f 7, Ile C. I wm6CV 6•CV `' M H U R S T I Cr'S ELMHURST ST. GV6 ice. ,y Z I r� m �_� I I I , Li ocoA1 •I mss ON • / 6-0,C- .77 _________. 1.15.4Rt O ■ _ L .e.z.. 1.84 1z• /z sw „a. � m R�12BN ►►EVELANDal I [3EVELAND ST • A,.... >.00DA .- NI'��1�