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1982-05-25 Septic System Site Report
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195 Brown Road South - PID: 03-117-23-21-0022
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1982-05-25 Septic System Site Report
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Last modified
4/16/2025 9:14:14 AM
Creation date
8/8/2024 12:50:29 PM
Metadata
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Template:
x Address Old
House Number
195
Street Name
Brown
Street Type
Road
Street Direction
South
Address
195 Brown Road S
PIN
031172321022
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fH€ - IBS' s, ^>eou>/0 <br />^ f=wt.ru»^ la.^€ - <br />« *. ^ <br />SITE EVALUATION REPORT <br />FOR CHARLES KROGKESS <br />OROKO, MINNESOTA <br /><-:i...I <br />W 2 61982 '^! <br />r — <br />5-25-62 iillLOl- ORONn <br />'ij- ■On May 7-8» 1962 six percolation holes were tested and three <br />I <br />soil borings taken on the above property to determine both a pri <br />mary and alternate drairfield site for a proposed new lot. On May <br />IH-lb* 1962 two additional holes and one soil boring were tested <br />for an alternate site for the existing house« and two percolation <br />holes and one soil boring were taken on the original site since <br />it appears that the new house would extend into the original pri <br />mary site and thus a new alternate site would be needed. <br />All of the percolation holes were dug 3-3*5 feet deep and 6 <br />inches in diameter while the soil borings were dug 6 inches in <br />diameter to the k foot depth and 3 Inches in diameter to the re <br />maining depth. The ■ sfSfl wore dug with both power and hand <br />augers while the soil borings were dug with bucket type hand aug <br />ers. <br />Since the house might extend into the original primary site <br />the new primary site will comprise of holes end 6 with the <br />alternate site being holes 7 and 8. Both had very fast percoLa-'.r <br />tlon rates which would enable standard or shallow trench systems <br />to be constructed. Because of the sandier layers a lot of water <br />seeps throxigh the ground causing a high seasonal water table that <br />follows the contours of the hill down to the pond. Thus, it will <br />be necessary to construct some type of diversion for this water <br />when the drainfleld is put in. This will be covered in more de <br />tail in a system design once the house size and location is * <br />known. <br />The alternate site for the existing house also had a fast <br />percolation rate enabling a standard system to be used if the . <br />need ever arises. If any other information is needed, please <br />contact me. <br />Sincerely, <br />PERCOR, INC. <br />At—
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