Common Contracts
1 similar null contracts
Septic System Management Plan AgreementOctober 14th, 2021
For a Mound on a slope from 0-1% Volume from Length = ((Upslope Mound Height - 1) X Absorption Width Beyond Bed X Media Bed Length) 3.00 ft - 1) X 5.00 X 50 ft = 500.00Volume from Width = ((Upslope Mound Height - 1) X Absorption Width Beyond Bed X Media Bed Width) 3.00 ft - 1) X 5.00 X 10 ft = 100.00Total Clean Sand Volume : Volume from Length + Volume from Width + Volume Under Media500.0 ft3 + 100.0 ft3 + 600 ft3 = 1200.0 ft3 For a Mound on a slope greater than 1% Upslope Volume : ((Upslope Mound Height - 1 ) x 3 x Bed Length ) ÷ 2 = cubic feet(( 3.0 ft - 1) X 3.0 ft X 50.0 ) ÷ 2 = 147.5 ft3Downslope Volume : ((Downslope Height - 1) x Downslope Absorption Width x Media Length ) ÷ 2 = cubic feet(( 3.1 ft - 1) X 10.0 ft X 50.0 ) ÷ 2 = 516.7 ft3Endslope Volume : (Downslope Mound Height - 1) x 3 x Media Width = cubic feet( 3.1 ft - 1 ) X 3.0 ft X 10.0 ft = 62.0 ft3Total Clean Sand Volume : Upslope Volume + Downslope Volume + Endslope Volume + Volume Under Media147.5 ft3 + 516.7 ft3 + 62.0
