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At-Grade POWTS Site Plan <br /> Ed & Faye O'Connor Residence <br /> Lot 1 Proposed Certified Survey Mop <br /> NW1/4, NW1/4, Section 29, T5N, R8E <br /> Town of Montrose, Dane County, Wisconsin <br /> 0" <br /> 4 <br /> Locate Well: .o 4 <br /> >25' From Septic Tank —0 <br /> >50' From Absorption Systems ` 'So 0� <br /> N <br /> te <br /> 4 4"PVC (ASTM D-3034) <br /> N <br /> 0 <br /> ,,ww'' 631 <br /> Vv <br /> r' <br /> / . \i„----------.... <br /> s 11/ <br /> 1000/600 on-SWic/P.uim 7 Tank SIMTECH /n-Line '. 09 BM=Top <br /> Filter On Pump Outlet l� of Rebar <br /> EL=100.Oj i S/o,e <br /> i <br /> 2"PVC Force Main <br /> (ASTM D-2665) <br /> w <br /> 0 <br /> 22' x 85' At-Grade Absorption System <br /> ti Distribution Pipe Follows Contour E1.=103.5' B <br /> Distribution Pipe Set ® E1.=104.0' - <br /> 4"PVC Observation Pipes <br /> o (ASTM 0-2665) 12.5' <br /> O o From End of Cell <br /> O� O <br /> Note: At-Grade System Basal Area & ion <br /> 15' Downslope To Be Protected From ,1,co'''Y <br /> Surface Disturbance, Compaction, Etc. <br /> Vehicular Traffic Is Prohibited. <br /> 0 <br /> 7/C;(0 II o <br /> a <br /> H. o Q <br /> A <br /> O <br /> 5 <br /> co <br /> O <br /> • 146.47' <br /> Feller Drive Page 2 of 6 <br /> ................... ............. <br />