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HomeMy WebLinkAboutStormwater Report - 1679 OSGOOD STREET 7/8/2011 (2) 10S 21S Subcatch ent los 61 R 21 P Flow thru 10S Lot RG Subcatchment 21 S, Subcatc ment 20S Lot 16-4 RG 23S 4R Q 40S [ ] �atchment 23S 1 R 11 S 24R 23R Analysis Pt#4 Subcatchment 40S 2R Flow thru 20S 25P Analysis Pt#1 Subcatchment 11S Flow thru 21S Analysis Pt#2 Box ulvert FR50S Flow thru 20S \ 24P �— 24S 57S 22P o---- 22S Subc tchment 50S A Subcatchment 22S Lots 16-7,8 RG Subcatchment 24SSubcatchment 57S Lots 16-5,6 RG 58P 5R � [b6R outs Pond 51 S Analysis Pt#5 O 52S 54S Sto a ale O Subcatchment 51S / 30S �� Subcatchment 52S (Y 32S 51 P ce cs Subcatchment 54S C34 �Subcatchment 30S 7Sc/atchment 32S Gravel Wetlan / F31 S Sub tchment 34S CB 3 / CB 1 3R ce 58R ca cs Subcatc ment31S 32P ce ❑ 3P< �— 2P', Q- - — Analysis Pt#3 38R � 34R Flow t u 50S G Q\ CB 7 DMH 3% DMH 2 DMH 1 Flow thru 30S 31 P LY CB 5 37P cB Q� ACB cs c6 55P Infiltration Pond 2 Lot 1 RG 56S CB 2 DMH 5 DMH 4 cs Lot 16-1 RG CB 4 55S 33P 35P Subcatchment 56S 53S O O O Subcatchment 53S Subcatchment 55S CB 8 CB 6 33S 35S 37S Subcatchment 33S Subcatchment 35S Subcatchment 37S FHydroCroCAD@F rainage Diagram for 06163 POST-DEVELOPMENT 7-6-11 Subcat Reach Pon Link epared by Jones & Beach Engineers, Inc., Printed 7/8/2011 9.10 - s/n 03434 © 2009 HydroCAD Software Solutions LLC