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Onsite sewage treatment system
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Last modified
8/22/2023 4:29:44 PM
Creation date
12/23/2019 11:43:41 AM
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x Address Old
House Number
4720
Street Name
Watertown
Street Type
Road
Address
4720 Watertown Road
Document Type
Septic
PIN
3111823220005
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OSTP Mound Materials <br /> UNIVERSITY - <br /> Minnesota Pollution Worksheet OF MINNESOTA <br /> Control Agency <br /> A. Calculate Bed (rock) Volume: Bed Length (2.C)X Bed Width (2.B)X Depth = Volume (ft3) <br /> 50.0 ft X 10.0 ft X 1.0 = 500.0 ft3 <br /> Divide ft3 by 27 ft3/yd3 to calculate cubic yards: <br /> 500.0 ft3 _ 27 = 18.5 yd3 <br /> Add 20%for constructability: 18.5 yd3 X 1.2 = 22.2 yd3 <br /> B. Calculate Clean Sand Volume: <br /> Upslope Volume: ((Upsiope Mound Height - 1)x 3 x Bed Length)_2=cubic feet <br /> (( 3.8 ft - 1) X 3.0 ft X 50.0 )=2= 212.5 ft3 <br /> Downslope Volume: ((Downslope Height- 1) x Downslope Absorption Width x Media Length)_2 =cubic feet <br /> (( 4.3 ft- 1) X 10.0 ft X 50.0 )_2= 833.3 ft3 <br /> Endslope Volume: (Downslope Mound Height- 1) x 3 x Media Width =cubic feet <br /> ( 4.3 ft- 1 ) X 3.0 ft X 10.0 ft = 100.0 ft3 <br /> Volume Under Rock bed:Average Sand Depth x Media Width x Media Length =cubic feet <br /> 2.1 2.1 ft X 10.0 ft x 50.0 ft = 1041.7 ft3 <br /> Total Clean Sand Volume: Upslope Volume +Downslope Volume +Endslope Volume + Volume Under Media <br /> 212.5 ft3 + 833.3 ft3 + 100.0 ft3 + 1041.7 ft3= 2187.5 ft3 <br /> Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 2187.5 ft3 : 27 = 81.0 yd3 <br /> Add 20%for constructability: 81.0 yd3 X 1.2 = 97.2 yd3 <br /> C. Calculate Sandy Berm Volume: 4.1 <br /> Total Berm Volume(approx): ((Avg. Mound Height- .5 ft topsoil)x Mound Width x Mound Length)-2=cu. ft. <br /> ( 4.1 _ 0.5 )ft x 43.0 ft x 76.0 )÷2= 5855.2 ft3 <br /> Total Mound Volume- Clean Sand volume-Rock Volume=cubic feet <br /> 5855.2 ft3 - 2187.5 ft3 - 500.0 ft3 = 3167.7 ft3 <br /> Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 3167.7 ft3 _ 27 = 117.3 yd3 <br /> Add 20%for constructability: 117.3 yd3 x 1.2 = 140.8 yd3 <br /> D. Calculate Topsoil Material Volume: Total Mound Width X Total Mound Length X.5 ft <br /> 43.0 ft x 76.0 ft X 0.5 ft = 1634.0 ft3 <br /> Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 1634.0 ft3 _ 27 = 60.5 yd3 <br /> Add 20%for constructability: 60.5 yd3 x 1.2 = 72.6 yd3 <br /> I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. <br /> Joseph J Olson 810 07/08/10 <br /> (Designer) (Signature) (License#) (Date) <br />
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