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NOTE: THE EXISTING ROCKBED IS TO BE <br />EXTENDED 22' TO THE NORTH. THE <br />EXISTING NORTHERLY SIDESLOPE OF THE <br />MOUND IS TO BE REMOVED INCLUDING <br />THE SAND IN THE AREA OF THE <br />PROPOSED ABSORPTION AREA. THE <br />ABSORPTION AREA IS TO BE SCARIFIED <br />AND WASHED MOUND SAND IS TO BE <br />FILLED TO THE BOTTOM THE ROCKBED. <br />THE REMAINDER OF THE PROPOSED <br />MOUND ADDITION IS TO BE <br />CONSTRUCTED AS NORMAL. <br />w <br />z <br />w <br />CL <br />0 <br />W <br />CL <br />r -- <br />z <br />LU <br />w <br />cn <br />Q <br />w <br />:, <br />D <br />w <br />0 <br />d <br />z <br />d <br />tY <br />G <br />21.2' <br />(—got-- <br />—`–g0t–__ <br />105-- <br />105- <br />5. <br />5. <br />6, <br />APPROXIMATE MOUND ADDITION QUAN TI TIES <br />Rock Quantity = 8.1± yards <br />Sand Quantity = 65f yds. <br />Loamy Sand Quantity = 8f yds. <br />Top Soil Quantity = 25.± yds. <br />*Quantities are approximate <br />and do not include waste <br />Notes <br />Avoid compaction of rnound area before, during and after <br />construction. <br />Verify before construction that no wells are within 50 feet <br />of the proposed or existing septic tank. <br />Verify before construction that no shallow wells are within 100 feet, <br />or any deep wells within 50 feet of proposed treatment area. <br />All materials used for construction must meet or exceed the <br />M.P.C.A. Chapter 7080 requirements. <br />Divert surface drainage away or around the septic area. <br />All dimensions, quantities and elevation shown on plan are approximate <br />MILLER'S SEWAGE TREATMENT SOLUTIONS <br />A division of WRM Services Inc. <br />LEGEND <br />49 <br />denotes well location <br />ii� <br />denotes pert test location <br />0 <br />denotes soil boring location <br />( 97*8 <br />) denotes proposed elev. <br />97*8 <br />denotes existing elev. <br />- 0 <br />denotes surface drainage <br />Notes <br />Avoid compaction of rnound area before, during and after <br />construction. <br />Verify before construction that no wells are within 50 feet <br />of the proposed or existing septic tank. <br />Verify before construction that no shallow wells are within 100 feet, <br />or any deep wells within 50 feet of proposed treatment area. <br />All materials used for construction must meet or exceed the <br />M.P.C.A. Chapter 7080 requirements. <br />Divert surface drainage away or around the septic area. <br />All dimensions, quantities and elevation shown on plan are approximate <br />MILLER'S SEWAGE TREATMENT SOLUTIONS <br />A division of WRM Services Inc. <br />PROPERTY LOCATION <br />Lot 1, Block 1, Burgers Bayside, <br />Second Addition, Hennepin County, <br />Septic System Site Pian <br />PREPARED FOR: <br />Streeter & Associates <br />I hereby certify that this site plan wa- prepared by me or <br />under my direct supervision. <br />DATE <br />2/27/46 <br />JOB NO. <br />2005'28 <br />SCALE <br />11P20 <br />PO BOX 458 Kimball, MN 55353 <br />(320) 398-2705 cell (320) 980-1737 <br />Minnesota. <br />pid#517-117-23 21 0019 <br />[Fullerton Res.) <br />Bernie Miller D.R.P. M. P. C. A. License # 1921 <br />