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Designed By: Mound Design August 28, 1998 <br /> Septic Evaivations Inc. Ann Carpentier <br /> P perfor ted lateral Inspection pipe 301 Willow Drive <br /> Chanhassen, MN <br /> (612)470-4024 Orono, Hennepin Co. • <br /> Lic. #890 12 Cover rGeotextile fabric layer Slope of land 4.2 % <br /> Cover: getation(grass) 2"clean rock coverin i Mound sloe 4:1 <br /> 6"topsoil B P P <br /> 6"loamy svii 9" clean rock below pipe <br /> Rock should be clean and 3/4"to 2 1/2" <br /> Clean Sand <br /> Sand a 0lo a 1.4 <br /> P Sand downslope Roughened layer <br /> width width <br /> -- 10 + <br /> Upslope Width 10 <br /> idth of Rockbed - 17 <br /> Downslope Width <br /> 37 <br /> 2.0 Total Width <br /> Depth to mottling,etc. <br /> Water table,bedrock or mottling <br /> All measurements are in feet <br /> �`VL <br /> Lat Vj10 Upslope width <br /> f resx-10 <br /> hL Ups pe width 37 Upslope wi th <br /> 37 <br /> Rockbed length Total width <br /> 17 Downslope width <br /> 58 <br /> Total length 01997 Melonie L. Elvebak <br />