Laserfiche WebLink
~: <br />Mr. Jae Intermill <br />May 6, 2005 <br />Page 2 _ <br />t.~~ . . <br />-CIVIL.RES'~URCES,LLC <br />Photo 1. - Photo 2 _. <br />South Discharge 8'x8' RCB . South Discharge 24° RCP <br />(Porter Seepage Ditch) (Porter Seepage Ditch) <br />The north discharge location (Ogilvie Seepage Ditch, see PhotosB and d) has a 36-loch diameterreinforced <br />concrete pipe and- an 8-foot high by 8•foot wide concrete box culvert. The approximate capacity of each <br />stricture is 50 cfs and 600 cfs respectively far a total of 650 cfs. <br />Photo 3 Photo 4 <br />Ndrth Discharge 8'x8'. RC8 Norfh Discharge 36° RGP <br />(Ogilvie Seepage Ditch) (Ogilvie Seepage Dinh) , <br />he box culverts are sWcturally~designed to convey water-in-a-pressurized condition. The proposed - <br />schargewould be unpressurized and therefore would not pose an erosional threat: <br />