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2014 - Soil & Percolation Testing
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2014 - Soil & Percolation Testing
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Last modified
8/22/2023 4:35:44 PM
Creation date
2/13/2020 10:24:49 AM
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x Address Old
House Number
2360
Street Name
Willow Hill
Street Type
Drive
Address
2360 Willow Hill Dr
Document Type
Septic
PIN
0311723230023
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OSTP Design Summary Worksheet UNIVERSITY <br /> Minnesota Pollution OF MINNESOTA <br /> Control Agency <br /> Mound Design Summary <br /> Absorption Area 625.0 ft2 Bed Length 63.0 ft Bed Width 10.0 ft <br /> Absorption Width 12.0 ft Clean Sand Lift 1.0 ft Berm Width (0-1%) ft <br /> Upslope Berm Width 11.0 ft Downslope Berm Width 15.0 ft Endslope Berm Width 10.0 ft <br /> Total System Length 83.0 ft Total System Width 36.0 ft Contour Loading Rate 12.0 gal/ft <br /> At-Grade Design Summary <br /> Absorption Bed Width ft Absorption Bed Length ft System Height ft <br /> Contour Loading Rate gal/ft Upslope Berm Width ft Downslope Berm Width ft <br /> Endslope Berm Width ft System Length ft System Width ft <br /> Level&Equal Pressure Distribution Summary <br /> No.of Perforated Laterals 3 Perforation Spacing 3 ft Perforation Diameter 7/32 in <br /> Lateral Diameter 2.00 in Min.Delivered Volume 0 gal Maximum Delivered Volume 188 gal <br /> Non-Level and Unequal Pressure Distribution Summary <br /> Elevation Pipe Volume Pipe Length Perforation Size <br /> (ft) Pipe Size(in) (gal/ft) (ft) (in) Spacing(ft) Spacing(in) <br /> Lateral 1 Minimum Delivered Volume <br /> Lateral 2 <br /> gal <br /> Lateral 3 <br /> Lateral 4 Maximum Delivered Volume <br /> Lateral 5 <br /> gal <br /> Lateral 6 <br /> 5. Additional Info for Type IV/Pretreatment Design <br /> A. Calculate the organic loading using option I or 2 <br /> 1. Organic Loading =Pounds of BOD X Units <br /> lbs/day X lbs BOD/day <br /> 2. Organic Loading to Pretreatment Unit =Design Flow X Estimated BOD in mg/L in the effluent X 8.35-1-1,000,000 <br /> gpd X mg/L X 8.35+1,000,000= lbs BOD/day <br /> B. Type of Pretreatment Unit Being Installed: <br /> C. Calculate Soil Treatment System Organic Loading: lbs.BOD/day Bottom Area =lbs/day/ft2 <br /> lbs/day= ft2= lbs/day/ft2 <br /> Comments/Special Design Considerations: <br /> I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws. <br /> Joseph J Olson �� 810 02/04/14 <br /> (Designer) (Signature) (License#) (Date) <br />
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