HomeMy WebLinkAboutFire Flow Test ReportSCHULTZ ENGINEERING, LLC
FIRM #12327
WATER SYSTEM FIRE HYDRANT FLOW TEST REPORT
9-19-2013
Date:
Water System Owner: _Wellborn SUD
Saddle Creek Subdivision
Development Project:
Flow Test Location: Lot 139/140 Vintage Oaks Court
Nozzle size (in.): _2.5_
50
Pitot Reading (psi):
1190
Flowrate (gpm):
Discharge Coeff: (c) = 0.90
Flowrate Formula: Q=29.84cd2p1/2
c = discharge coeff.
d = orifice size (in)
P = pitot pressure (psi)
Pressure Gauge Location: Lot 141/142 Vintage Oaks Court
80
Static Pressure (psi):
Residual Pressure (psi): 45_
1592
Computed Discharge at 20 psi Residual Pressure: OR = _
Discharge Formula: QR = QF X (hr 0.54 /hf 0.54)
Note: The flow test and report were prepared in accordance with NFPA 291.
Joe Schultz
Report Prepared by:
Ricky Flores
w> PEE
OF F F
Others Present: Clenden Adams — Wellborn SUD
Britt Curless ...... °°°
q.i S-0
Wellborn Special Utility District
September 18,;2013
Joe -Scl iltz
Schultz Engineering, LLC
2730 Longmirer Suite A
College Station,'I'esas 77845
Dear Mr, Schultz,
Wellborn Special Utility District has inspected and approved thewater lines and facilities for Saddle
Creek Development Phase 6.
If you shontld need airy further information, please give me a call at 979-690 9799,
Sincerely,
Step Aen st
Genet Manager
P.O.Box 250 • 1118 Greens prairle Rd. #'Wellborn, TX 77881 4 979.690.9799 0 Fu 979.690.1260