HomeMy WebLinkAboutSewer System Improvement Lettercp�SULTJN
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J 2009 O7
SEWER COLLECTION SYSTEM IMPROVEMENTS:
This property has accessibility to public sanitary sewer at the following location:
An existing 6" PVC public sanitary sewer line located at the rear of the proposed
hotel within the 24' PUE (9326/216) and connected to the existing 8" PVC public
sanitary sewer across the existing private driveway.
Projected daily sanitary sewer demands for this development are as follows (peaking factor
of 4.0).
An average daily waste water flow of 2,590 GPD and a peak flow of 10,362 GPD.
Commercial = 30 Capita/acre
Average Loading = 50 GPD/capita
Average Flow = 1.727 acres x 30 x 50 = 2,590 GPD
■ The proposed 6" sanitary sewer service line has an approximate capacity of 0.51
mgd and an approximate velocity of 4.05 fps at peak flow conditions.
The proposed development and correlating water and sanitary sewer improvements are designed
and analyzed in accordance with the criteria outlined in the B/CS UDGM of the City of College
Station.
Thank you and if you have any questions please feel free to call or email me.
Sincerely,
,'CE OF p
Khurshid A. Chishti, P.E. s KHURSHID A.
Project Engineer o'. 84534
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