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Mound POWTS Site Plan <br /> Re!sell LLC Property <br /> Lot 1 Certified Survey Map 14330 <br /> NW1/4, SW1/4, Section 32, T6N, R6E <br /> Town of Blue Mounds, Done County, Wisconsin <br /> 272.50' <br /> io <br /> c <br /> ` n <br /> I <br /> 85.7'x 55'Mound With Two 10'x 30' Gravel Cells <br /> Upslope Edge of Gravel Cells Follows Contour El.=89.4' <br /> Cell E/,=90.4'-\ <br /> A <br /> BM=Top of 3/4"Rebar <br /> E1.=100.0' <br /> _ � Q <br /> r_ =-2 2"PVC Force Main <br /> Note: A Min. of 7' of '7" , N��� (ASTM D-2665) <br /> Dimension To Consist of Mound ,\ ;-4 <br /> Sand To Satisfy Basal Area III`III ; 1250/750 Gallon CD <br /> Absorption Requirement; The , Septi�k <br /> Balance of The '7"Dimension With MTECH Jn Aine <br /> May Consist of Other Soil '\\‘`, Filter n'�P-ump Outlet <br /> Material O <br /> 114% / C) <br /> 4. <br /> B-1 .41 Slope 4" ;lrC (ASTM 0-3034) Cl <br /> u r0 <br /> Note: Mound Soso, Area & 15' , ' (I �� <br /> Downslope To Be Protected From Slope ; , <br /> Surface Disturbance, Compaction, ;j <br /> Etc. Vehicular Traffic Is f; <br /> Prohibited. <br /> III pro4 9R,, o <br /> N <br /> \ House o <br /> 4"PVC Observation Pipes \\ <br /> o <br /> (ASTM D-2665) 1'From <br /> End of Cell <br /> o \ <br /> Locate Well: <br /> >25'From Septic Tank <br /> u ,, >50'From Absorption Systems <br /> 0 <br /> 0 184.39' <br /> 0 <br /> u= <br /> u, <br /> O <br /> O <br /> O <br /> Page 2 of 7 <br />