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10/19/2015 Workspace Webmail::Print <br /> > <br /> >Sent from my iPhone <br /> >On Oct 13,2015,at 3:01 PM,Tuggle,Jason<tuggle.jason @countyofdane.com>wrote: <br /> >From:Tuggle,Jason <br /> >Sent Tuesday,October 13,2015 3:00 PM <br /> >To:'jmeyerhofer @dofrio.cc' <br /> >Cc:'ericschutt@aol.com' <br /> >Subject Schutt Driveway Review Comments <br /> >Josh, <br /> > I've completed my review of this application and have the following comments: <br /> > 1.The narrative references a 1900'x 14'driveway The driveway appears to be--700 LF on the plan and profile. Please <br /> clarify and provide a breakdown of the total new impervious proposed with this development <br /> >2.The driveway corridor crosses property lines currently under common ownership.Has a driveway easement been <br /> executed for this parcel?Although not required at this time, I would suggest that a driveway easement be executed in the <br /> event that the other parcel is sold. <br /> >3.The erosion control plan includes silt fence that runs perpendicular to the slope,which can cause channelization and <br /> is not recommended.Please remove the silt fence on the west side of the driveway from the 924'contour upsiope to the <br /> rock check dam. <br /> >4.The rock check dams are not adequately spaced for the slope.The number of check dams should be doubled and <br /> installed at 50'intervals. <br /> >5.The cost estimate is missing items like erosion mat and restoration. Please revise the cost estimate to include these <br /> items and incorporate the changes above. <br /> >Let me know if you have any questions or would like to discuss.Revisions can be sent to me via email. <br /> >Thanks, <br /> >Jason Tuggle <br /> >Urban Erosion Control Analyst <br /> >Dane County Land&Water Resources <br /> >Water Resource Engineering Division <br /> >(o)(608)224-3735 I(m)(608)516-2275 <br /> >http://lwrd.countyofdane.com/wred/ <br /> Copyright©2003-2015.All rights reserved. <br /> htt psi/email24.secureserver.net/viewyrint multi.php?uidArray=458111INBOX8aEm!Part=O 2/2 <br />