Laserfiche WebLink
FLOW CALCULATIONS <br />Frederickshaven Second Addition <br />City of Little Canada, Minnesota <br />Page -2- <br />LOCATION <br />A <br />Acres <br />i <br />t 100 -yr <br />min 24 -hr <br />cfs <br />max. <br />flow <br />Ditch Drain, W. side <br />Edgerton, S. of new <br />street <br />7.32 <br />45 3.75 <br />13.6 <br />18" RCP Apron - 18" RCP @ 1.6% <br />to CB 1 -A (ditch drains from 450 <br />450 ft. S. of Sunset Dr. Possibl, <br />future storm sewer by County) <br />CB-1A S. side new street <br />60 ft. W. of <br />Edgerton <br />+0.68 <br />45 3.75 <br />15.0 <br />18" RCP @ 2.0% <br />8.00 <br />CB-M1 N. side of new street, <br />60 feet W. of Edgerton <br />+ future storm flow <br />from N. (950' + N.) <br />+ future E. 1/2 <br />Edgerton from 450' <br />S. of Sunset Dr. <br />+0.50 <br />+2.50 <br />+0.84 <br />Possible future Edgerton storm <br />sewers by County <br />12.34 <br />45 3.75 <br />23.1 <br />24" RCP @ 1.0% to Pond in wetland <br />GL 16 N. of New Road W. of <br />Edgerton <br />Pond Overflow <br />208.0 <br />4.0 <br />64 L.F. 12" RCP 1.2% (future by <br />County) <br />(wetland GL -16) across <br />Edgerton 150' North of <br />proposed road. <br />40 Acres <br />40 Acres <br />76 Ac -ft outlet control <br />Overflow r 860.4 <br />100 -yr. HW r 864.6 <br />Future 100 -yr HW = 862.9 <br />(Source: Barr Engineering) <br />Page 60 <br />