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At-Grade POWTS Site Plan <br /> Kenny & Pat Anderson Residence <br /> SE1/4, SE1/4, Section 22, T6N, R7E <br /> Town of Springdale, Dane County, Wisconsin <br /> Test Site <br /> Location Map <br /> Scale 1'=400' w <br /> 40.2 Acre Parcel <br /> #2194 <br /> Erb Rd. <br /> Lingord Clove <br /> Note: At-Grade System Basal Areo & 15' L <br /> Down slope To Be Protected From Surface �- <br /> Disturbance, Compaction, Etc. Vehicular ° O1 \ <br /> Traffic Is Prohibited. D �O- <br /> 4" PVC Observation <br /> Pipes (ASTM D-2665) <br /> 22' x 85' At-Grade Absorption System B-2 12.5' From End of Ce C L <br /> Distribution Pipe Follows Contour El.=97.5' - - <br /> Distribution Pipe Set @ E1.=98.0' <br /> \\\\ <br /> Locate Well: �\ SIaPe <br /> >25' From Septic Tank �� <br /> >50' From Absorption ��\ <br /> Systems <br /> 8-3 <br /> Prof BR �` W <br /> 3 se <br /> B-1 <br /> 4" PVC <br /> (ASTM D-3034) <br /> Provide Frost <br /> Protection <br /> t"- <br /> 2" PVC Force Main <br /> (ASTM 0-2665) <br /> Provide Frost <br /> Protection <br /> 1000/600 Gallon Septic/Pump <br /> Tank With SIMTECH In-Line <br /> Filter On Pump Outlet <br /> NORM] <br /> 0 20 40 80 <br /> _■ I BM=Top of Phone Pedestal <br /> North of Driveway To #2194 <br /> El.=100.0' • <br /> Scale 1"=40' <br /> Page 2 of 6 <br />