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HomeMy WebLinkAbout02. Barron Crossing Drainage ReportIRAINAGE REPORT For BARRON CROSSING SUBVIVI 510N Pre ared for: \S\ N T z 4�0 UT I�Alulk/fu �r F7 81890. -06.tJ4� SuNey Reg. No. 101033-00 Due to a street name change, all referenced within this Drainage Report to Aurora Lane shall be taken as Yukon Lane. Drainage Report MBESI No. 10530027 DRAINAGE REPORT BARRON CROSSING SUBDIVISION PARI I — Executive Summary Repor ect on ontact n rMaL on rojec 5 & 'Y &� 1 1008 Woodcreek Drive, Suite 103 College Station, TX 77845 979�693-3838 College Station, TX 77845 (979)690-1222 The Barron Crossing Subdivision is part of a master planned community to be constructed in south College Station. The total area of the development is approximately 13.4 acres with a total of 78 planned townhome lots and I commercial lot. The plan is based on the cuff ently approved Preliminary Plan for this development. The Barron Crossing Subdivision is located in south College St on near the intersection of Barron Road and William D. Fitch Pkwy. The entire site is located within the city limits of College Station, year floodplain per FEMA Firm Map #48041CO325E dated May 16, 2012. Refer to Figure A Tor the FEMA FIRM map showing the location of the proposed development, e projec s e s mos y rees an un 1"o YY �"Y b F & Creek runs to the southeast of the site and the entire development drains to it via a detention pond currently under construction as part of the Bridgewood Subdivision, Phase 1. 4; Qfnv�xxr�+�v Mgnn emen will be discharged directly into the detention pond located on the southeast end of the project site. Two points of discharge are associated with this development. The primary discharge will be a 6011 pipe which will discharge into the detention pond via a submerged outlet. Due to the size of the discharge, location where the pipe enters the detention pond and safety consideration, the installation of a submerged outlet is deem to be the best design for this project. The other discharge point is from Alley 'E". The discharge from this area will also be discharge below the constant water surface of the proposed detention pond.