HomeMy WebLinkAboutwater system flow test reportCIVIL DEVELOPMENT, Ltd. 'O
CIVIL ENGINEERING & DESIGN-BUILD SERVICES
P.O. Box 11929 - College Station, Texas 77842 • Phone: 979-764-7743 - Fax: 979-764-7759
Water System Flow Test Report
Date: January 5, 2010
Water System Owner: Wellborn SUD
Development Project: Meadowcreek Subdivision, Phase 4A
Flow Test Location: FH at Block 7, Lot 32, Phase 4A
Nozzle size (in.): 2.5 Discharge Coef: (c): 0.9
Pitot Reading (psi): 42 Flowrate formula: Q=29.84cd2p1/2
c = discharge Coef
d = orifice size (in)
p = pitot pressure (psi)
Flowrate (gpm): 1088 computed
Pressure Guage Location: 15133 Meredith Lane
Static (psi): 80
Residual (psi): 65
This flow test was conducted in accordance with NFPA 291. The system meets or exceeds
mini mu esign Stan ands and flow reequirements of the City and the State of Texas.
Report prepared by: 7
signature
Kent Laza
printed name
Others present: Steven Cast, Wellborn SUD