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i Mound System Site Plan �/ <br /> ■ . Dale Miller Residence <br /> 3854 Deerfield Road <br /> ,- SE1/4, NE1/4, Section 24, UN, R11E <br /> ' Town of Cottage Grove, Dane County, Wisconsin <br /> GreeK <br /> Qnon9 <br /> hK <br /> co <br /> Ko9 <br /> n <br /> t II <br /> 0 <br /> 0 <br /> o �" <br /> 0 <br /> 7 Acres Total: 0.7 Ac. in Sec. 24 Tn. Cottage Grove, 6.3 Ac. in Sec. 19 Tn. Deerfield <br /> Locate New Well: <br /> >25' From Septic Tank <br /> >50' From Absorption Systems <br /> 000/600 Gallon Septic/Pump <br /> Tank With SIMTECH In-Line <br /> Filter On Pump Outlet <br /> Note: Tank To Be Waterproofed <br /> & Anchored <br /> Limits of Floodplain <br /> +B-4 <br /> 1 Existing Septic Tank <br /> 1 To Be Properly <br /> Abandoned <br /> 1 <br /> o Existing Shed <br /> IBM=Concrete Floor <br /> I V <br /> El.-=100.0' <br /> I <br /> I 4" PVC Existing Shed ovej Ory� <br /> ^' I (ASTM 0-3034) , <br /> V. I <br /> + i <br /> I Power Pole <br /> ■ <br /> i0i. do Guldewire <br /> Notts Sec. 19 Tn.._Deerfield <br /> lip <br /> osed 2 B 102 Sec. 24 Tn. Cottage Gro o Id <br /> Prof B- R <br /> B_ Culvert 1 <br /> 2" PVC Force Main , r 18 ^�� <br /> (ASTM D-266.5) / �� �' <br /> i02 i <br /> i <br /> p33 <br /> Well To Be t04 (� <br /> Houseg / Relocated R eid R00 R/�" <br /> House a Be peerf i <br /> / 4"PVC Observation Pipes <br /> 0 / (ASTM D-2665) 8' From <br /> 01111 / End of Grovel Cell <br /> / 21.5' x 66' Mound With <br /> Note: Mound Basal Area & 15' 9' x 50' Gravel Cell <br /> / W Downslope To Be Protected From Cell EL=1026' <br /> / R1 Surface Disturbance, Compaction, Etc. <br /> Vehicular Traffic Is Prohibited. Page ,o� f 6/ <br /> iflt <br />