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Kranig Excavating, Inc. <br /> 706 4 1h St. P.O. Box 343 <br /> 'Property owner IR A, 1 I n Albany,Wisconsin 53502 <br /> J Phone(608)862-3730 <br /> Fax(608)862-1730 <br /> Date <br /> CELL CROSS SECTIONS <br /> Cell length= SS- ' Stabilized observation well4 0e(4.+ <br /> 191 <br /> L _ 4" ASTM Perf. Dist. Pipe(2729)Topz4 61f8' cell <br /> y, width= ((j i <br /> �° Stabilized observation well System Elev.= 9 5, -3.s-'4" SDR35 solid pipe Dist. pipe 1 ' from ends <br /> i <br /> Cell length = c� e <br /> C�� Stabilized observation well4 Uo-.+ <br /> 14 i <br /> r <br /> Dist. ( — <br /> box I i, 4" ASTM Perf. Dist. Pipe (2729)TOP: 4q.j$' cell <br /> (I.,� n width= , ' <br /> " Stabilized observation well System Elev.= q g,3 s. <br /> eaiiS `� 4o 'F'e>rcem4 ,ti <br /> Air tight cap at final grade <br /> Minimum 12" <br /> cover 4" SCH40 observation well <br /> /Toilet Flange on bottom to stabilize <br /> Max. depth of <br /> excavation= 54 U - Fabric <br /> Min. depth of 2" aggreg. <br /> ank <br /> I <br /> excavation= (-la," over pipe 4 - 1/4" slits 6" long on bottom <br /> Minimum depth of 6" of 2 1/2" <br /> dist. pipe= 3a`' washed aggregate <br /> Maximum depth of under dist. pipe <br /> dist. pipe= 9 ke System Elevation = 9$.3z' 'ci, g 5'.35' <br /> Pc-r aof 7 <br />