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HomeMy WebLinkAboutSewer System Report Sewer System Report for Castlegate II Subdivision College Station, Texas February 2011 Prepared By: Phillips Engineering 4490 Castlegate Drive College Station, Texas 77845 (979) 690 -3141 TPBE FIRM #13130 ��P�E OF • , .. KE 13; ....i i A ipr 2/8/2 GENERAL INFORMATION The Castlegate II Subdivision is a 202 -acre residential subdivision being developed immediately southwest of the existing Castlegate Subdivision in College Station. The recently approved Preliminary Plat shows a total of 629 lots in the whole development. The first phase will be Section 200, which is located adjacent to Castlegate Section 7 at the terminus of Victoria Avenue and will contain 47 lots. The construction of Section 200 will include the extension of the existing 12" sewer line in Castlegate and the installation of some of the trunk lines that will carry wastewater flows from many future phases. As a result, it is critical that these lines be designed to accommodate all anticipated flows from the subdivision. The analysis that follows reviews all lines in the 202 acre subdivision to determine their ability to function properly under fully developed conditions. The tract of land that comprises this subdivision lies across a drainage divide that cannot be crossed using gravity lines. As a result, a lift station is being planned in a later phase of the development. The force main from this development will empty into one of the trunk lines that serves much of the rest of the development. On the spreadsheet shown in Exhibit B, the force main is shown as a 12" gravity line for computational purposes. Design Criteria: Primary Sewer Outfall: 12" sewer line at existing terminus of Victoria Avenue Domestic Demand: Avg. Pop Density: 2.67 people per lot Average Flow: 100 gpd/cap or 267 gpd per lot Peaking Factor: 4 Pipe: PVC D3034 SDR 26 Applicable Exhibits: Exhibit A — Overall Sewer System Layout Exhibit B — Sanitary Sewer Analysis Spreadsheet Conclusion: The sewer system shown in Exhibit A has been laid out using the criteria in the Bryan/College Station Design Guidelines. It is analyzed assuming peak flow conditions when the subdivision is fully developed. The spreadsheet in Exhibit B shows all lines depicted in Exhibit A to be capable of carrying of the flows that come to them under these conditions. This analysis will be used as the basis for all subsequent sewer line designs in the subdivision. The system will function as intended as long as the line sizes and slopes are equal to or greater than those shown herein. 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