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At-Grade POWTS Site Plan <br /> Barbara Grenlie Property <br /> 9973 Greenwald Road <br /> SE1/4, NWr/4, Section 26, T7N, R6E <br /> Town of Vermont, Dane County, Wisconsin <br /> NORTH <br /> oa <br /> S-° 0 20 40 80 <br /> oa <br /> oc <br /> Scale 1"=4.0 .____ <br /> '"PVC (ASTM D-3034) <br /> Provide Frost Protection <br /> B-1 <br /> 700/550 Gallon Septic/Pump <br /> Existing Shed Tank With SIMTECH In-Line <br /> With Convenience Filter On Pump Outlet <br /> Bathroom <br /> B,-2 <br /> 2"PVC Force Main <br /> (ASTM 0-2665) <br /> -BM=Bottom of Siding <br /> Grovel Driveway E1.=100.0' B7 <br /> 8�' -5 <br /> —� ' Qi <br /> Al041* <br /> 8S <br /> 8�86 <br /> 22' x 35' At-Grade Absorption System <br /> Distribution Pipe Follows Contour El.=873' = 44 86' <br /> B 4 Distribution Pipe Set 0 El.=87.8' B-9 <br /> A' <br /> ry; <br /> Note: At-Grade System Basal Area & <br /> 15' Downslope To Be Protected From 4"PVC Observation Pipes <br /> 0 0 Surface Disturbance, Compaction, Etc. (ASTM 0-2665) 4'From <br /> Vehicular Traffic Is Prohibited. End of Cell <br /> co cb <br /> � o <br /> 0 0 <br /> o� rn <br /> ry ti _ • <br /> `O (8 <br /> 0 /• • <br /> o sea <br /> O dsJ <br /> Grr- <br /> Test Site <br /> Location Mop <br /> Nt.a Scale 1"=400' <br /> NN <br /> .y u <br /> ou <br /> This Line As Shown on Access Dane <br /> Page 2 of 6 <br />