HomeMy WebLinkAbout20140715 Plans/subcatchments - Plans - 500 GREAT POND ROAD 6/20/2014 m
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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
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FlGURE #5 PROPOSED DRAINAGE The
DATE: MAY 1, 2014 SUBCATCHMENTS Morin Cameron
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REVISED: 6/20/14 400 GREAT POND ROAD CML ENGINEERS[ENVIRONMENTAL CONSULTANTS
NORTH ANDOVER, MASSACHUSETTS ��SURVEYORS�LAND USE PLANNERS
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