Loading...
HomeMy WebLinkAboutWater System Flow ReportGOODWIN — LASITER, INC. TBPE # F-413 Water System Flow Test Report Date: Water System Owner: Development Project: 211212013 Wellborn SUD The Barracks 11- phase 101 Flow Test Location: Intersection CullenjCapps Nozzle size (in): Pitot Reading (psi): Flowrate (gpm): Pressure Guage Location: Static (psi): Residual (psi): 2.5 Discharge Coef: ©: 0.9 50 1,190 CullenlHayes 75 55 Fiowrate Flormula: Q=29.84cdA2pAl/2 c = discharge coef. d= orifice size (in) P = pitot pressure (psi) This flow test was conducted in accordance with NFPA 291. The oysteir7 meets or exceeds Tioirmi m 4esign standards & flow requirements of the City and the State of Texas / OF T�\t Report Prepared by: 5i9natur—� yr, •i,}j ".: p* :...........................:.. JOHN RUSK e John Rusk, PE tr....:..............................� printed name (1 41 C Others Present: Mike Marks, Contractor t�; o'AL� ?- 2%f �2:a r3 2 Operators, Wellborn SUD