HomeMy WebLinkAboutWater Report 00
Exhibit B
Water System Flow Test Report
Date: August 7,2008
Water System Owner: Wellborn SUD
Development Project: Saddle Creek Subdivision,Ph 2
Flow Test Location: FH at corner of Prairie Dawn Tr and Wild Rose Ct
Nozzle size (in.): 2.5 Discharge Coef: (c): 0.9
Pitot Reading : 63 Flowrate formula: Q=29.84cdZp112
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c=discharge coef.
d=orifice size(in)
p=pitot pressure(psi)
Flowrate (gpm): 1332 computed
Pressure Guage Location: FH at corner of Saddle Creek Dr and Prairie Dawn Tr
Static (psi): 83
Residual (psi): 70
This flow test was conducted in accordance with NFPA 291. The system meets or exceeds
minim design s dards and flow requirements oft •Id the State of Texas.
Report prepared by:
signature
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Kent Laza
printed name
Others present: Steven Cast,Wellborn SUD t3 7
Meredith Carriker, CDL
Mike Marcus, Texcon