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Norbert Repko Site <br /> Lot 2 Certified Survey Map 5947 <br /> NE1/4, SE1/4, Section 28, T6N, R8E <br /> Town of Verona, Dane County, Wisconsin <br /> 70225 <br /> I <br /> I <br /> a <br /> 198.8e' <br /> 4 <br /> 702.25' <br /> Location Mop <br /> Scale 1".=200' o L`©'''. <br /> 575.51' <br /> NORTH <br /> 0 30 60 120 <br /> MEM — <br /> I 398.88' I Scale 1"=60" <br /> Locate Well: <br /> )25'From Septic Tank <br /> X50'From Absorption <br /> Systems <br /> li - <br /> Note: Mound Basal Area & 15'Downslope To Be h <br /> Proposed 111 Protected From Surface Disturbance, Compaction, <br /> cli <br /> rri <br /> 5 BR Etc. Vehicular Traffic Is Prohibited. <br /> House <br /> I *Note* <br /> —4"PVC (AS77lf D-3034) The Proposed Log Building Will <br /> Have Temporary Living <br /> Quarters With A 4"PVC <br /> L., 1000/600 Gallon Double Chamber Building Sewer Connected To <br /> N Septic Tank With Filter POWTS As Shown. This 4" <br /> N PVC Building Sewer Shall Be <br /> (1. ieanout With Removed At The Time The <br /> Frost Sleeve Building Sewer From The Main <br /> \ 750 Gallon Pump Chamber Residence Is Connected. <br /> *See Notes' <br /> I Proposed <br /> \\1 2-Cell Mound With Two 10'x 35'Gravel Cells <br /> Upslope Edge of Lower Grovel Cell Follows Contour EL-102.1' <br /> Log u oQ� Cell E1.=1031' <br /> Building R ci Upslope Edge of Upper Cell Follows Contour EL=1032' <br /> /0 /0� y .7O.. 06. Cell E1.=104.2' <br /> iO,` Y ` (A PVC Observation Pipes <br /> (ASRd D-2665) 1'From <br /> : A*Vititt, ,t End of Cell.,,,,,,..„,„.....:010. <br /> B-103" is } <br /> 1, rRR ��1 378.85' <br /> 2"PVC Force Main &Manifold <br /> BM=Top of Rebor (ASTM 0-2665) Page 2 of 7 <br /> El.=100.0' <br />