HomeMy WebLinkAboutFire Hydrant Flow TestJanuary 16, 2012
Erika Bridges, EIT
Graduate Civil Engineer
Department of Public Works
1101 Texas Avenue
College Station, TX 77840
Re: TDI BROOKS INTERNATIONAL CENTER (FP) —11- 00500106
Dear Ms. Bridges:
Attached is a Hydrant Flow Test conducted on 1 -13 -2012, which shows the maximum hydrant flow exceeds
2,500 gpm. Wellborn SUD has accepted the waterline construction. Also attached are two copies of the record
drawings for this project.
If you have any questions, please do not hesitate to call.
Very truly yours,
Schultz Engineering, LLC.
Joe Sq ultz, P.E.
Civil gineer
P.O. Box 11995 • College Station, Texas 77842
schultzengineeringllc.com
Sc hultz Engineering, LLC
Office: 979.764.3900
Fax: 979.764.3910
Water System Owner:
Development Project:
Flow Test Location:
Nozzle size (in.):
0 54 0.54
Discharge Formula: QR = QF X (h ' /hf )
Date: 1/13/2011
Residual Pressure (psi): 52
Report Prepared by:
Others Present: James Alexander
Exhibit B
SCHULTZ ENGINEERING, LLC
FIRM #4538
WATER SYSTEM FIRE HYDRANT FLOW TEST REPORT
Wellborn SUD
TDI- Brooks International Lab and Office
Lot 1 Block 1 TDI- Brooks International Center
2 1/2"
Pitot Reading (psi): 57 Flowrate Formula: Q= 29.84cd /2
1260 c = discharge coeff.
Flowrate (gpm): d = orifice size (in)
Cu P = pitot pressure (psi)
Pressure Gauge Location: r n 1
Static Pressure (psi): 60
Computed Discharge at 20 psi Residual Pressure: QR = 3005 g pm
Note: The flow test and report were prepared in accordance with NFPA 291.
Ricky Flores
Joseph P. Schultz
Britt Curless
Discharge Coeff: (c) = 0.90
Op /I
7 k
P
NELAC Certificate #:
T104704299
Tut results meet all requirements of
NELAC unless stated otherwise.
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201 North Texas Avenue
Bryan, TX 77803
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City of College Station Mandrel Test Log
Contractor: > e;zs
Project: 572y// S/ ���`�!�-
Comments:
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