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SITE EVALUATION REPORT <br />For Dr. Hamad Sajjadi <br />Sewage Treatment System <br />GENERAL INFORMATION <br />This design is for a Type 1, 4 bedroom home and in accordance with the Minnesota Pollution <br />Control Agency Standards and local ordinances. <br />A seasonally high water table was evidenced at 29 inches of depth in Soil Borings 1, 2 & 3. The <br />slope is about 8%. <br />The soils at a depth of 12 in Test Holes 1, 2 and 3 have a percolation rate of 10 minutes per <br />inch. All neighboring wells arc located more than 100' away from the proposed treatment area. <br />NOTES: <br />Keep all heavy ^quipment off the proposed treatment area before and after construction <br />as much as possible. The treatment area should be marked off before construction. <br />With proper installation and maintenance this system should have no problem in tmating <br />septic effluent effectively. <br />It is recommended that the septic tanks be pumped every 2 years. <br />MOUND SYSTEM: <br />Flow: 4 bedroom = 150 gallon/day/bedroom 150 x 4 = 600 gallons per day. <br />600 GPD x 0.83 = 500 square feet. <br />10—foot wide rock bed 50 feet long = 500 square feet <br />CONSTRUCTION EQUIPMENT: <br />A rubber —tired tractor may be used for plowing or disking to prepare the soil surface but in no <br />case shall a rubber —tired tractor be used after the surface preparation is completed. A crawler <br />or tract —type tractor shall be used for mound construction. <br />SOIL SURFACE PREPARATION: <br />The discharge pipe from the pump to the mound area shall be installed prior to soil surface <br />preparation. The trench excavated to install the discharge pipe shall be carefully backfilled and <br />compacted to prevent seepage of effluent. <br />PAGE 2 <br />