HomeMy WebLinkAboutFire Flow Test EXHIBIT B
SCHULTZ ENGINEERING, LLC
FIRM #12327
WATER SYSTEM FIRE HYDRANT FLOW TEST REPORT
11 -16 -2016
Date:
Water System Owner: _Wellborn SUD
Saddle Creek Subdivision
Development Project:
East of the intersection of Latigo Court and Stirrup Drive
Flow Test Location:
Nozzle size (in.): _2.5 Discharge Coeff: (c) = 0.90
62 z i/z
Pitot Reading (psi): Flowrate Formula: Q= 29.84cd p
1320 c = discharge coeff.
Flowrate (gpm): d = orifice size (in)
P = pitot pressure (psi)
South of the intersection of Saddle Creek Drive and Stirrup Drive
Pressure Gauge Location:
90
Static Pressure (psi):
60
Residual Pressure (psi):
2085
Computed Discharge at 20 psi Residual Pressure: QR =
0 54 0.54
Discharge Formula: QR = QF X (h� ' /hf )
Note: The flow test and report were prepared in accordance with NFPA 291.
Joe Schultz
Report Prepared by:
Ricky Flores
oF r
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Others Present: _ Clenden Adams — Wellborn SUD_ ti 1*
JOSEPH P. SCHULTZ
_ Britt Curless •'�,.....65889, , I
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F -12327 /2
SCHULTZ ENGINEERING. LLC.