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2009-00423 - new septic
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2009-00423 - new septic
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Last modified
8/22/2023 5:09:35 PM
Creation date
7/24/2019 2:14:46 PM
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x Address Old
House Number
3045
Street Name
Watertown
Street Type
Road
Address
3045 Watertown Rd
Document Type
Septic
PIN
0411723220028
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7. APPROXIMATE MOUND MATERIAL CALCULATIONS: <br /> A. Calculate Bed (rock) Volum : Bed Length (2-C)X Bed Width (2.6)X Depth =Volume (ft3) <br /> 37.5 ft X 10.0 ft X 1.0 - 375.0 ft3 <br /> Divide ft?by 27 f3/yd3 to calculate cubic yards: <br /> 375.0 ft3 + 27 = 1 13.9 yd3 <br /> Add 20%for constructability: 13.9 yd3 X 1.2 = 16.7 yd3 <br /> B. Calculate Clean Sand Volume: <br /> Upslope Volume: ((Upstope Mound Height - 1)x 3 x Bed Length)+2=cubic feet <br /> (( 32 ft -1) X 3.O ft X 37.5 )+2= 121,9 ft3 <br /> Downslope Volume: ((Downslope Height- 1) x Downslope Absorption Width x Media Length)+2=cubic feet <br /> (( 4 0 ft-1) X 10`.0 ft X 37.5 )+2= 556.3 ft? <br /> Endstope Volume: (Downslope Mound Height- 1) x 3 x Media Width =cubic feet <br /> { 4.0 ft-1 ) X 3.0 ft X 10.0 ft = 89.0 ft3 <br /> Volume Under Rockbed:Average Sand Depth x Media Width x Media Length =cubic feet <br /> 1.6 ft X 10;0 ft X 3T.5 ft = 581.5 ft3 <br /> Total Clean Sand Volume:Upslope Volume +Downslope Volume +Endslope Volume +Volume Under Media <br /> 1211.9 ft? + 556.3 ft? + 89.0 ft3 + 587.5 lw= 1354.6 ft3 <br /> Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 1354.6 ft? + 27 50.2 yd3 <br /> Add 20%for constructability. 50.2 yd3 X 1.2 = 60.2 yd3 <br /> C. Calculate Sandy Berm Volume: <br /> Total Berm Volume(approx): ((Avg.Mound Height-.5 ft topsoil)x Mound Width x Mound Length)+2=cu.ft. <br /> 0.5 )ft X #ZO ft X 61;5 )+2= 3960.6 ft? <br /> Total Mound Volume- Clean Sand volume-Rock Volume=cubic feet <br /> 3960.6 ft? - 1354.6 ft? - 375.0 fe = 2231.O�ft3 <br /> Divide ft?by 27 ft?/V&to calculate cubic yards. 2231.0 1 ft3 + 27 = $2.6 y& <br /> Add 20%for constructability: 8Z6 yd3 x 1.2 = 99.2 yd3 <br /> D. Calculate Topsoil Material Volume: Total Mound Width X Total Mound Length X.5 ft <br /> 42.0 ft X 61.3 ft X 0.5 ft 1291.5 ft3 <br /> Divide ft?by 27 ft?/y&to calculate cubic yards: 1291.5 1 ft3 + 27 = 47.8 yds <br /> Add 20%for constructabitity: 47.8 yd3 x 1.2 = 57.4 yd3 <br /> I hereby certify that 1 have compiolad this work in accordance with all applicable ordinances,rules and laws. <br /> Joseph J Olson 810 6/25/09 <br /> (Designer) (Signature) (License#) (Date) <br />
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