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HomeMy WebLinkAbout20140715 Plans/subcatchments - Plans - 500 GREAT POND ROAD 6/20/2014 m o z 1 0 O / z , k ! M ! O N r /•1\ti�., \\ '"fir��"���.<�� \` \ \��'. &'�' -9�. n � I J � ! �- )}} ej z I } ,—r—, — Al j /I i/r/lk+/Ia 1 I It F �}told FIGURE f3 EXISTING DRAINAGE The DATE: MAY 1, 2014 SUBCATCHMENTS Morin-Cameron � SCALE: 1" = 50' AT: RE415ED: 6J2p/14 400 GREAT`POND ROAD CMl ENGINEERS I ENVIRONMENTAL CONSULTANTS NORTH ANQOVER MASSACHUSETTS µ, S; F_� o,� Post Revision Watershed—areas Type ///24-hr WQ Rainfall=1.06" Prepared by The Morin-Cameron Group, Inc H droCADO 10.00 s/n 00401 O 2011 H droCAD Software Solutions LLC Summary for Reach DP: Design Point [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 109,537 sf, 38.93% Impervious, Inflow Depth > 0.03" for WO event Inflow — 0.01 cfs @ 20.17 hrs, Volume= 277 cf Outflow = 0.01 cfs @ 20.17 hrs, Volume= 277 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-36:00 hrs, dt= 0.01 hrs M m Z l D 4 :Qo 4 G II x 0 111111 p .Z •� t� � " r a � x; 1 l r � \ ����-�'�~� \�y �\���„�"-\' . .�„�/ ram-"' ��.�•-" --•' t ZT-rl lye � �, �� " t� �� �\��, t 1\��_ .•.�° .�J,� , ,. 111 r� �_ 7—/ /! ' '� l l r It fit'/ i It �•�` \ l�l I/r/A 71 k � t 1 t //ri �/ ',`\ 7 ���\y ` \ t/rill rt �t� -•�`��� \ 1 FlGURE #5 PROPOSED DRAINAGE The DATE: MAY 1, 2014 SUBCATCHMENTS Morin Cameron a o SCALE: 1' = % AL REVISED: 6/20/14 400 GREAT POND ROAD CML ENGINEERS[ENVIRONMENTAL CONSULTANTS NORTH ANDOVER, MASSACHUSETTS ��SURVEYORS�LAND USE PLANNERS M n 9P "7d ,F;UB)sen�kp7 W:Y9xwEmNINCAuflWq R51014V