HomeMy WebLinkAboutFLOW REPORTEXHIBIT B
SCHULTZ ENGINEERING, LLC
FIRM #12327
WATER SYSTEM FIRE HYDRANT FLOW TEST REPORT
4 -4 -2013
Date:
Water System Owner: _Wellborn SUD
Saddle Creek Subdivision Phase 4
Development Project:
Flow Test Location: Between Lot 29 and 30, Block 3 on Prairie Dawn Trail
Nozzle size (in.): _2.5 Discharge Coeff: (c) = 0.90
Pitot Reading (psi): 65 Flowrate Formula: Q= 29.84cd
1340 c = discharge coeff.
Flowrate (gpm): d = orifice size (in)
P = pitot pressure (psi)
Pressure Gauge Location: Between Lot 51 and 52, Block 3 on High Meadow Trail
87
Static Pressure (psi):
65
Residual Pressure (psi): _
2440
Computed Discharge at 20 psi Residual Pressure: QR =
Discharge Formula: QR = QF X (h 0 /hf 0 . 54 )
Note: The flow test and report were prepared in accordance with NFPA 291.
Joe Schultz
Report Prepared by:
Ricky Flores
, T.,"`lS�j
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Others Present: _Clenden Adams — Wellborn SUD_ *s s*
A: .........................
JOSEPH P. SCHULTZ
Britt Curless
4150
r F -12327
SCHULTZ ENGINEERING, LLC.