Loading...
HomeMy WebLinkAbout11_Engineering Report Appendix BAppendix B – Post Development Basins STST ST ST>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>48064809481048114807480848094811 481248134812481248114812MAY 2022URBAN + FARM PHASE 1POST DEVELOPMENTSTORM BASINS May 16, 2022 - 11:45amCAD FILE: M:\203430\Drawings\PA 17, 26\EXHIBITS\STORM\STORM AREAS.dwg 0'50'100'150'1OF 1BASIN A(CONTINUES THROUGHNORTON RANCH PHASE 3 & 5)AREA = 4.69 ACC = 0.38TC = 33.6 MIN.Q 25-YR = 2.29 CFSBASIN BAREA = 4.38 ACC = 0.53TC = 16.8 MIN.Q 25-YR = 4.10BASIN CAREA = 0.82 ACC = 0.62TC = 13.5 MIN.Q 25-YR = 1.03 CFSBASIN DAREA = 3.48 ACC = 0.54TC = 13.3 MIN.Q 25-YR = 3.83 CFSBASIN EAREA = 0.42 ACC = 0.69TC = 8.8 MIN.Q 25-YR = 0.77 CFSPROPOSED SDI 2PROPOSED SDI 1SDI 3PROJECTBOUNDARYBASIN A RUNNOFF WILL BE COLLECTEDBY A CURB INLET LOCATED IN PHASE 5OF NORTON RANCHMAYFLY STREETFALLON STREETALLEY AS. ELDORADO S. RELIANCE S. LAUREL PARKWAY ALLEY B PIPE 1PIPE 2 PIPE 3