HomeMy WebLinkAboutSanitary Sewer ReportSanitary Sewer Report
for
Tower Point Infrastructure Development
Private Drive A & B - Lots 7, 8, & 9
College Station, Texas
Prepared for:
Weiner Development Corporation
Prepared by:
Walter P. Moore & Associates, Inc.
920 Main Street, 101h Floor
Kansas City, Missouri 65104
TBPE Firm Registration No. 1856
June 7, 2010
Revised Aug 17" °, 2010
Revised Oct 1V.: 2010
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SANITARY SEWER OVERVIEW
Introduction
The sanitary sewer line has been prepared for the Tower Point Infrastructure Development Lots
7, 8, and 9 along Private Drive "A" located in College Station Texas.
The sanitary sewer has been prepared in general conformance with the requirements of
College Station and TOOT.
The purpose of the report is to verify adequate capacity of the proposed sanitary sewer line for
the drainage area discharging into the system for the commercial development.
The sanitary sewer analysis consists of a narrative plan with exhibits included in the
appendices_
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Location and Outfall Information
The site is located at approximately Latitude 30' 33' 31" N and Longitude 960 15' 40" W
determined using the USGS map in the Wellborn SE Quadrangle Brazos County, Texas. The
site slopes to the west and northwest of the property.
Existing Conditions
The site of the project is located approximately just north of the west corner of the intersection
of Highway 6 and Highway 40 in College Station, Texas. The site is bounded by Highway 6 to
the north, Highway 40 to the east and private development to the south and west.
The project size is approximately 16.5 acres in size and is currently not developed (See Exhibit
2). The site consists of primarily clayey/rocky soil with minimal vegetation.
Tower Point Infrastructure Development Lots 7, 8, and 9 Page 2
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The proposed capacity and velocity calculations are provided in the appendix for the sanitary
sewer extension along Drive A and B.
FUTURE DEVELOPMENT
The sanitary sewer for the future development to the north of Private Drive "A" will be designed
and submitted to the city for approval as lots are developed for each phase.
CONCLUSION
The existing sanitary sewer system has adequate capacity to handle the new sanitary sewer
flows discharging to the existing system at the connection point located north of the existing
round -about.
Sanitary Sewer Report
Tower Point Infrastructure Development Lots 7, 8, and 9 Page 4
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