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Mound System Site Plan <br /> . Nancy Hyibert Residence <br /> NE1/4, NW1/4, Section 26, T6N, R7E <br /> Town of Springdale, Dane County, Wisconsin <br /> G 5"2 3 /624:3 <br /> BM=Nail in Scrub 5"Box <br /> Elder, 1' Above Grade / <br /> E1.=100.0' j' / <br /> a <br /> 4" PVC Observation Pipes (ASTM 0-2665) i <br /> 9.5' From End of Gravel Cell B- <br /> I / ,°'' <br /> /// <br /> .� <br /> qy <br /> / // <br /> . 26' x 76' Mound With 8' x 57' Gravel Cell /Upslope Edge of Gravel Cell Follows Contour E1.=99.0' /j Cell El.=100.0" ,/• Note: Mound Basal Area & 15'Downslope To Be Protected From GS Surface Disturbance, Compaction, Etc. 0 � / j <br /> Vehicular Traffic Is Prohibited. <br /> B-1/ / <br /> //-..-- 2" PVC Force Main <br /> 0) / . / (ASTM D-2665) <br /> C • /'•7 "/ <br /> 2 •/ <br /> �F) <br /> O <br /> co <br /> Proposed 3 BR House 1000/600 Gallon Sep tic/Pump <br /> Kig Tank With SIMTECH In-Line <br /> Filter On Pump Outlet <br /> b <br /> v <br /> Opt _u `'7P-1 4" PVC (ASTM D-3034) <br /> to <br /> 2 0 <br /> N <br /> Locate Well: <br /> >25' From Septic Tank <br /> o >50' From Absorption Systems <br /> ./- <br /> Location Map <br /> Scale 1"=400' TP-2- - <br /> 40.2 Acre Parcel <br /> i / <br /> 165' Wide 1/4 Mile '7 J Test Site <br /> Access Strip to Erb Rd. / West P/L <br /> ..e•-"------9-1 <br /> Page 2 of 6 <br />