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, <br /> Mound System Site Plan <br /> Nate Snyder Property <br /> 2944 Hope Rood <br /> NE1/4, NE1/4, Section 30, 77N, R11E <br /> Town of Cottage Grove, Dane County, Wisconsin <br /> NORTH <br /> 0 20 40 80 <br /> NMI <br /> IMME �7 <br /> -Scale r=40' <br /> North P4 <br /> 4'PVC Combination Vent/Observation Pipe <br /> (ASTM 0-2665) 1'From End of Cell <br /> sc <br /> Limits of Flood Plain (E1.=855.9') Per Nflliomson Surveying &Associated Survey <br /> 856.9 <br /> 8-5 23'x 93'Mound With 8'x 75'Grovel Cell <br /> `.`. 856.0 Upslope Edge of Grovel Cell Follows Contour E1=856.68' <br /> 8-4 Cell E1.-857.6' <br /> ` ,\+735.15 .2.5' <br /> �5�5 Note: Mound Basal Area & 15'Oownslope To Be <br /> \_\s, Protected From Surface Disturbance, Compaction, <br /> . Etc. Vehicular Traffic Is Prohibited. <br /> 1250/750 G�Uoa._Ssptic/Pump <br /> Tank Wick' 1MTECH /Th e. <br /> Filter On Pump-Outlet___ <br /> Co <br /> Co <br /> Cr). <br /> 855. 'PVC(ASTM 0-3034) <br /> \.2''PVC Force Main 4* <br /> (ASTM D-2665) <br /> \ T B-1 4 <br /> Y.0 <br /> O <br /> 1 @a pd‘ <br /> C63'0°9366 <br /> BM=Bottom of Sidin• <br /> ,y E7.=856.6' <br /> N <br /> 4500 <br /> C:." <br /> 4111' <br /> ell <br /> 'Existing <br /> Storage <br /> Buildings <br /> a o <br /> 0 <br /> 4, <br /> 0 <br /> m <br /> -..40:k ib, <br /> Location Mop <br /> Scale 1"=200' <br /> Page 2 of 7 <br />