Villages of CC P5-CS 940817 TIPTON ENGINEERING, INC.
ENGINEERING * SURVEYING · PLANNING 3950
August 17, 1994
Mr. Ken Griff'm, P.E.
CITY OF COPPELL
255 Parkway Blvd
Coppell, TX 75019
RE: C-'"~ .... ~ ~~]~ ~[~~:.
Dear Mr. Griffin:
We calculate the water and sanitary sewer demand for the above mentioned project as follows;
SANITARY SEWER FLOW:
57 lots (100 gal/person/day)(3.3 people/lot)(3.1 PO .58 MGD
WATER DISTRIBUTION:
Average Daily Use
57 lots (150 gal/person/day)(3.3 people/lot) .085 MGD
Maximum Daily Use (2 times average) .169 MGD
If you have any questions or if we can be of any further assistance, please do not hesitate to
contact our office.
Sincerely,
RING~ INC.
Richard Hovas, P.-~..
Vice President
RH/ce