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1993-07-12 Septic System Site Eval & Testing
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1400 Bracketts Point Road - PID: 11-117-23-32-0025
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1993-07-12 Septic System Site Eval & Testing
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Last modified
8/22/2023 3:30:03 PM
Creation date
4/5/2023 3:16:24 PM
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x Address Old
House Number
1400
Street Name
Bracketts Point
Street Type
Road
Address
1400 Bracketts Point Road
Document Type
Septic
PIN
1111723320025
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SITE EVALUATION REPORT <br />For Kraus Anderson <br />Sewage Treatment System <br />GENERAL INFORMATION <br />This design is for a Type 1, 4 bedroom home and in accordance wish the Minnesota Pollution <br />Control Agency Standards and local ordinances. <br />A seasonally high Hater table was evidenced at 24 inches of depth in Soil Boring 7. The slope <br />is about 3%. <br />The soils at a dcpt-i of 12 in Test Isole 8 has a percolation rate of 13 minutes per inch. All <br />neighboring wells i,rc located more than 100' away from the proposed treatment area. <br />NOTES: <br />Keep all heavy equi )ment off the proposed treatment area before and after construction as much <br />as possible. The tn:atment arca should be ma:;ccd off before construction. <br />With proper installation and maintenance this system should have no problem in treating septic <br />effluent effectively. <br />It is recommended t!iat the septic tanks be pumped every 2 years. <br />MOUND SYSTEM: <br />Flow: 4 bedroom = 50 gallon/day/bedroom 150 x 4 = 600 gallons per day. <br />600 GPD x .83 = 500 square feet. <br />10—foot wide rock beu 50 feet long = 500 square feet <br />CONSTRUCTION ECUIPMENT: <br />A rubber—tired tractor nay be used for plowing or disking to prepare the soil surface but in no <br />case shall a rubber—tirtid 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 fro•n 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 s;:epage of effluent. <br />PAGE 2 <br />
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