HomeMy WebLinkAboutWastewater Design ReportMarch 16, 2011
Mr. Alan Gibbs
Planning and Development Services
City of College Station
1101 Texas Avenue
College Station, Texas 77842
Re: Wastewater Design Report
Pi Beta Phi Sorority House Renovations & Addition
1601 Munson Avenue
College Station, Texas
Gessner Engineering Job No.: 11-0077
Dear Mr. Gibbs:
The peak wastewater flow was calculated in accordance with the B/CS Unified
Design Guidelines for Sanitary Sewer for the Pi Beta "Phi Sorority House
Addition.
The average demand values were determined using Method 9 —
Fixture Count Determination. The Fixture Count for the Addition &
Renovations was found to be 27. A value of 50.3 gallons per minute
(gpm) was calculated for the peak wastewater demand. Based on a
16 hour/ day usage, the peak wastewater flow is calculated as 48,288
gallons/ day.
Using the Manning equation with an n value of 0.013, the velocity of
the proposed sewer line was calculated as shown in Table One below.
Pipe
Pipe
Pipe
Full Pipe
Pipe Velocity (ft/s)
Section
Size (in)
Slope (%)
Capacity
(50.3 gpm flow)
(CIPM)
Bldg Tie-in
4 ::L1,-5—T
134.64
3.20
Table One: Pipe Size, Slope and Velocity
All pipe slopes are within the required range of minimum/maximum
pipe slopes for sanitary sewer from the Bryan/College Station Unified
Design Guidelines.
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Gessner
Engineering
2501 Ashford Drive
Suite 102
College Station, Texas 77840
P.O. Box 10763, 77842
979.680.8840
fax 979.680.8841
2204 S. Chappell Hill Street
Brenham, Texas 77833
979.836.6855
fax 979.836.6847
Please contact us if you have any questions or if we can be of further assistance.
Sincerely,
GESSNER ENGINEERING, F-7451
00
Melissa P. Thomas P.E.
* ' .........
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March 16, 2011
Mr. Alan Gibbs
Planning and Development Services
City of College Station
1101 Texas Avenue
College Station, Texas 77842
Re: Letter Acknowledging City Standards
Pi Beta Phi Sorority House Renovations & Addition
1601 Munson
College Station, Texas
Gessner Engineering Job No.: 11-0077
Dear Mr. Gibbs:
The purpose of this letter is to acknowledge that the construction plans for the
water, sanitary sewer, streets and drainage for the above -referenced project, to
the best of my knowledge, do not deviate from the BJCS Design Guideline
Manual. No alternate design or construction methodology was used.
I also acknowledge to the best of my knowledge, that the details provided in the
construction plans are in accordance with the Bryan/College Station Standard
Details.
Sincerely,
GESSNER ENGINEERING, LLC F-7451
1111)aT
Melissa P. Thomas, P.E.
Morgan S. Lund, P.E.
NL\Gessner'Eng Data lY\ll 0077 P;i Phi Sorou, H..u�8\Gtvil..O $1. ';002ZLeY�ee7AckC'
Gessner
Engineering
2501 Ashford Drive
Suite 102
College Station, Texas 77840
P.O. Box 10763,77842
979.680.8840
fax 979.680.8841
2204 S. Chappell Hill Street
Brenham, Texas 77833
979.836.6855
fax 979.836.6847