Villages of CC 6-CS 940817 TIPTON ENGINEERING, INC.
F-~N'GINEERING * SURVEYING * PLA.~'ING 4040
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August 17, 1994 [12~t.---- ....
Mr. Ken Griffin, P.E.
CITY OF COPPELL
255 Parkway Bivd
Coppell, TX 75019
Dear Mr. Griffin:
We calculate the water and sanitary sewer demand for the above memioned project as follows;
SANITARY SEWER:
184 lots (100 gal/person/day)(3.3 people/lo0(3.1 pf) .188 MGD
WATER DISTRIBUTION:
Average Daily Use
184 lots (150 gal/person/day)(3.3 people/lo0 .091 MGD
Maximum Daily Use (2 times average) .182 MGD
If you have any questions or if we can be of any further assistance, please do not hesitate to
contact our office.
Sincerely,
TIPTON~/~x~E~INEERING, INC
Richard Hovas, P.E.
Vice President
RH/ce