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• In-Ground POWTS Site Plan <br /> Bill & Sheryl Rickerman Residence <br /> Lot 2 Certified Survey Map 2849 <br /> NW1/4, NE1/4, Section 32, T7N, 811E <br /> Town of Cottage Grove, Dane County, Wisconsin <br /> 4"PVC Observation Pipes BM=Nail in Triple 15" Ook <br /> (ASTM 0-2665) 1' From 1' Above Grade <br /> End of Cell o El.=100.0' 494.76' <br /> 9gWA <br /> 3 x 75' Future Replacement <br /> 97System Cells(3) <br /> --"NNIammummor ;s4-111111.01.1.11111 <br /> 96' <br /> 95' �` , Distribution Box <br /> 94' '__teCtj�` llimmimm! • <br /> 93' tirriimminenr,44 ���� "� 2" PVC Force Main <br /> o B-3 :: � r te (ASTM D-2665) <br /> 8 <br /> ^: I Existin <br /> o Be 9 Drain f e/d To - <br /> __- Abandoned Cell Botton Elevations <br /> 3' x 75' Primary Absorption ----- Well <br /> Cells(3) Using EZ-Flow Grovellers osed C-2 El.=91.6' <br /> Units ® 2' Depths prop <br /> 3 BR ;�+ C-3 El.=92.4' <br /> House C-4 El.=93.2' <br /> C-5 El.=94.0' <br /> Gravel Drive C-6 El.=94.8' <br /> Existing C-7 EI.=95.6' <br /> 2940 <br /> 1000/600 Gallon Septic/Pump <br /> Tank With SIMTECH In-Line <br /> Proposed Driveway Filter On Pump Ou tle t <br /> (>25' From Well) <br /> 4" PVC (ASTM 0-3034) / <br /> Proposed NORTH <br /> Shed <br /> 0 20 40 80 <br /> Scale 1''=40' <br /> Zone A <br /> Mapped Wetland <br /> 494.76' <br /> b Test Site o <br /> N O <br /> 294 / O <br /> 0f' <br /> lap <br /> 092 <br /> S ywy '? & le Location Map <br /> /lj/wy 40 & Scale 1"-300' <br /> Page 2 of 5 <br />