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Oct. 1. 2004 11:48AM No. 1432 P. 2 <br /> Sep is System Site Plan <br /> Gerald & 'orothy Halverson Residence <br /> Lot 2 '- ified Survey Map 7645 . • . <br /> SW1/4, S /4, Section 18, T9N, R7E <br /> Town of Ro"ury, Dane County, Wisconsin <br /> • N CTR T H ro1.46' <br /> 0 20 40 80 <br /> Scale 1'! 40' <br /> 1000/600 Gallon Septic/°ump <br /> 4 Tank With S/MIECH In-Line <br /> Fifer On Pump Outlet <br /> • <br /> 2"PVC Force Main <br /> (A57111 D-2665) a PVC (ASIM 0-3034) <br /> tilt 440, ______________---------' <br /> BM=Top of 3/4"Rebar o4 Locate Well: <br /> EL=100.0' �� f Proposed 3 BR House / >25'From Septic Tank <br /> f >50'From Absorption Systems <br /> 8-1 ip■(({{ h <br /> M <br /> goo' O � ! .. <br /> B-4 <br /> / 1 <br /> , r <br /> • Ir r <br /> r <br /> 1 <br /> r r <br /> 6'x 63'Future f <br /> Replacement System 8_3 i i <br /> Ceis(3) 0 d.=96.5' <br /> r r <br /> I 1 <br /> , r <br /> y <br /> f <br /> 101' <br /> fOn +B-5 <br /> 5'x 100'Primary Absorption <br /> el <br /> Cells(2) 0 E!=96.5' <br /> 4"PVC Observation Pip IIIIIIIIIIIII°W4k <br /> (AS1M 0-2665) 10'From <br /> End of Grovel Cell <br /> (2 Per Cell) 700' 4"PVC Vent Pipes <br /> (RS1M 0-2665) <br /> 12"Above Grade <br /> With Vent Cap <br /> • f <br /> 167.90' <br /> Cou ty Highway "Y" . <br /> S.; 14.h.• . <br />