HomeMy WebLinkAboutFIRE FLOW REPORT4 Schultz Engineering, LLC
Office: 979.764.3900
Fax: 979.764.3910
May 24, 2013
Erika Bridges, EIT
Graduate Civil Engineer
City of College Station
1101 Texas Avenue
College Station, TX 77840
Re: WILLIAMS CREEK PH 6 (FP) —12- 00500224
Dear Ms. Bridges:
The public infrastructure for the above referenced project is the Wellborn SUD waterline. The
streets and drainage infrastructure are private. Attached is the email stating the approval and
acceptatnce of the waterline by Wellborn SUD and a hydrant flow test report showing the 1,000
gpm hydrant flow requirement is met. The street and drainage facilities are also substantially
complete and BTU has installed the electrical service for the Subdivision.
If you have any questions, please do not hesitate to call.
Very truly yours,
Schultz Engineering, LLC.
Joe S tz, P.E.
Civil ngineer
P.O. Box 11995 - College Station, Texas 77842
schultzengineeringllc.com
Joe Schultz
From:
Stephen Cast <wsud.sc @verizon.net>
Sent:
Thursday, May 09, 2013 3:16 PM
To:
Joe Schultz
Subject:
Re: Williams Creek - Phase 6
Joe Schultz, P.E.
The water line in Williams Creek Phase 6 are complete and meet the Districts requirements.
Stephen Cast
General Manager
Wellborn SUD
Original Message -----
FAN
I�ulfz
To: Stephen Cast
Sent: Tuesday, May 07, 2013 1:43 PM
Subject: Williams Creek - Phase 6
Stephen,
Is the waterline in Williams Creek — Phase 6 complete and ready for acceptance?
Thanks
Joe
Joe Schultz, P.E.
Schultz Engineering, LLC
2730 Longmire, Suite A
College Station, TX 77845
Office 979.764.3900
EXHIBIT B
SCHULTZ ENGINEERING, LLC
FIRM #12327
WATER SYSTEM FIRE HYDRANT FLOW TEST REPORT
4 -25 -2013
Date:
Water System Owner: _Wellborn SUD
Development Project:
Williams Creek Subdivision Phase 6
B
Flow Test Location: Between Lot 1 and 5
Nozzle size (in.): _2.5 Discharge Coeff: (c) = 0.90
Pitot Reading (psi): 50 Flowrate Formula: Q= 29.84cd
1190 c = discharge coeff.
Flowrate (gpm): d = orifice size (in)
P = pitot pressure (psi)
Pressure Gauge Location: At the Northeast Corner of Holden Circle Intersection
74
Static Pressure (psi):
Residual Pressure (psi); 42.5
Computed Discharge at 20 psi Residual Pressure: QR = 1592
Discharge Formula: QR = Q X (hr 0.54 /hf 0.54 )
Note: The flow test and report were prepared in accordance with NFPA 291.
Report Prepared by: Joe Schultz
Ricky Flores
Others Present: — Clenden Adams — Wellborn SUD
Britt Curless
E OF Tqr.•
...:.........................
JOSEPH P. SCHULTZ
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0 65889 J Y
F -12327
SCHULTZ ENGINEERING. LLC.