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PAGE; E1; <br /> Michael & Cynthia darker Residence <br /> 4905 Champions Run <br /> Lot 3 Bridle Ridge <br /> NE1/4, $E1/4, Section 31, T8N, R8E <br /> Town of Springfield, Dane County, Wisconsin <br /> Note: Existing Upper Absorption Ce// <br /> Appears To Encroach Upon The Required <br /> 15' Setback. Abandon Upper Cell & <br /> Rep/oce It With one 3' x 110' EZ..Fiow <br /> Cell. Install A Diversion Valve & Install <br /> See Original Report <br /> of 7/2%2 For 8-1 Three 3' x 170' E'Z-Flow Cells For The <br /> Through B-5 Data <br /> Replacement System. <br /> •BM=Top of Rebar <br /> El.=100.0' <br /> 216.27' <br /> Proposed 3' x 110' Absorption Cells__\ _ <br /> Using EZ-Flow Gravelless Units <br /> Cell Bottom Elevations <br /> C-1 E/.=98.6' t <br /> 14 <br /> C-2 El.=99.0' / „ B-.102 <br /> C-3 E/.=98 o' <br /> 0, <br /> -,..: <br /> C-4 El.=98.0' <br /> \I, .....*4.1 <br /> 1001_8+01 .us�� m 8-1 <br /> 1000.00.111. - —011111 <br /> 102 L__ <br /> N.J - <br /> Found 4"PVC __,.....-^-- <br /> �• �i� <br /> Observation Pipe <br /> �� Distribution Box• <br /> Sam'j ;I <br /> With Vent <br /> Existing 6' x 84' Absorption Cells(3)� r V, N5D) <br /> 6-4 \, eAlk, <br /> \1 <br /> IB-S <br /> � •an•scaping, , <br /> R '•r�• g Wall Area <br /> CV <br /> i <br /> G, <br /> (3) / <br /> Existing 4 8R you Gs <br /> ii' <br /> jill Well <br /> 0 <br /> Existing 819/467 Gallon <br /> Double Chamber Septic <br /> Tank With Filter <br /> ` <br /> 5 ,0-1.2_ 1 <br />