HomeMy WebLinkAbout70 A&M Consolidated Tennis CTS 00-25 105 Holik St.MUNICIPAL DEVELOPMENT GROUP
2551 Texas A ve. South , Ste. A •College Station, Texas 778 40 • 979-693-5359 •FA)(: 9 79-693-4243 •E-mail: mdgcs@gte.net
Con sulting Engi neers , Surveyo rs, P lanners a nd E nvironmental Consultants
March 17 , 2000
Jeff Tondre, P.E.
City of College Station
Development Services
Re: CSISD -A&M Consolidated Middle School -Tennis Courts
MDG Job No. 000575-3277
Dear Jeff
As you and Rabon discussed on the phone, January 11 , 2000, we would need to provide a simple
drainage letter stating the flow pattern, runoff quanities, and detentioning of the above referenced
project.
There are two (2) drainage patterns located at this site . The first area is approximately 24 ,000 sqft
of unimproved area being east half of the existing practice field . The use of this are will remain the
same , therefore no additional runoff will be created . The drainage pattern of this area is to the
northeast to the recently constructed drainage system of the new track and field . Ultimately this
runoff reaches the proposed detention facility that will be located west of Anderson Street and behind
the J.P . No . 6 building . The second area is the west half of the existing practice field , proposed
parking lot for the building addition, and the proposed tennis courts . This area, with its
improvements, will create an additional l. 95 cfs of runoff The drainage pattern of this runoff is
generally in the southward direction by either ground or the proposed 18"0 private storm sewer to
the existing bar-ditch located on the north side of Park Place. Runoff is thence carried in the ditch
to the east to a area inlet at the northwest corner of Park Place and Anderson Street The storm
sewer system then conveys water to the north, parallel to Anderson Street, and to the confluence of
Wolf Pen Creek.
Please feel free to call me if you have any questions or ifMDG can assist you in any fashion .
Sincerely,
,}~~d~t
North B. Bardell, Jr., P.E .
Project Manager
RM/tm
0005 75 .c.25 -77(3277).doc