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Designed By: Mound Design September 17, 1998 <br /> Septic Evaluations Inc.- perfor ted lateral Ann Carpentier <br /> Chanhassen, MN Inspection pipe 301 Willow Drive <br /> (612)470-4024 <br /> _` Orono, Hennepin Co. <br /> Lie. #890 12" Cover rGeotextile fabric layer Slope of land 6 % <br /> Cover: 6 topsoil <br /> oet so,n(grass) 2"clean rock covering pi Mound slope 4:1 <br /> P <br /> 6"loamy sem►, 9" clean rock below pipe <br /> 1.00 Clean Sand <br /> 1 Rock should be clean and 3/4" to 2 1/2" <br /> Sand uppslope Sand downslope Roughened layer <br /> width width <br /> 10- 10 10 <br /> Upslope Width Width of Rockbed 19 <br /> Downslope Width <br /> 39 <br /> 2.0 Total Width <br /> Depth to Imottling,etc. <br /> Water table,bedrock or mottling <br /> All measurements are in feet <br /> 10 Upslope width <br /> o x-�i <br /> Ups pe width <br /> 37 Upslope wi Ith <br /> 39 <br /> Rockbed length Total width <br /> 19 Downslope width <br /> Total length © 1997 Melonie L. Elvebak <br /> a,�e�d ����a�� w•�c-� �or �.�� <br />