HomeMy WebLinkAbout10-00500052- 00074979KLING ENGINEERING & SURVEYING
Consulting Engineers • Land Surveyors
4101 S. Texas Avenue, Suite A
Bryan, Texas 77802
Telephone 979/846-6212
Fax 979/846-8252
B.J. Kling, P.E., R.P.L.S. - Inactive
S.M. Kling, R.P.L.S.
Fred Paine, P.E.
City of College Station, Development Engineering
c/o Josh Norton, P.E.
Re: River Rock Estates Subdivision
Fire Flow Test Report
Dear Mr. Norton,
Post Office Box 4234
Bryan, Texas 77805
May 19, 2010
On May 19, 2010, 1 observed flow tests performed in accordance with NFPA 291. The installed
hydrants meet the City of College Station's minimum design standards.
Static Pressure: 88 psi.
Residual Pressure: 60 psi
Pitot Reading: 60 psi
Calculated flow rate was found to be 1300 gpm
Attached to this memo is the flow test data sheet. Should you have any questions, please do not
hesitate to call.
aF 7-
• •
•
ALFRED A. PAINE
~o . 97221
Sincerely,
Fred Paine, P.E.
r yv
qfllzoio
KLING ENGINEERING & SURVEYING
Consulting Engineers • Land Surveyors
4101 S. Texas Avenue, Suite A
Bryan, Texas 77802
Telephone 979/846-6212
Fax 979/846-8252
B.J. Kling, P.E., R.P.L.S. - Inactive
S.M. Kling, R.P.L.S.
Fred Paine, P.E.
City of College Station, Development Engineering
c/o Josh Norton, P.E.
Re: River Rock Estates Subdivision
Fire Flow Test Report
Dear Mr. Norton,
Post Office Box 4234
Bryan, Texas 77805
May 19, 2010
On May 19, 2010, I observed flow tests performed in accordance with NFPA 291. The installed
hydrants meet the City of College Station's minimum design standards.
Static Pressure: 88 psi.
Residual Pressure: 60 psi
Pitot Reading: 60 psi
Calculated flow rate was found to be 1300 gpm
Attached to this memo is the flow test data sheet. Should you have any questions, please do not
hesitate to call.
r
ALFRED A. PAINE
97221
Sincerely,
AP
Fred Paine, P.E.
61 E1111ZOID
PROJECT INFORMATION
Date: OS 11C(I-t7
Time: /0tys'¢A-!
Project Name: 46K, ate ~ p~y
Project Address/Location: 4r=~W.04 'J N IZX e ~ L
Test by: S
Witness by:
GENERAL WATER SYSTEM INFORMATION
Location of Nearest Fire Hydrant: N 14 iscit
Looped System or Dead End Water Main?
Size of Water Main Supplying Fire Flow
Static Hydrant: I Y-- I
.t
Static: 0s psi Residual: ~~Z psi
Flow Hydrant: -4j--Z -
Pitot: (60, psi Flow
Nozzle Size:
~Z
SKETCH & NOTES
/1Z n, vwz- ROCAk S vp bl v iaAJ -
13M -13Z4D gpm