Laserfiche WebLink
In-Ground of sorption for POWTS Component Manual Used <br /> Version 2.1 (May 2022-2027 <br /> 3 Number of Bedrooms <br /> 5.7 Percent Slope (%) <br /> 72 Depth to Soil Limiting Factor (in.) <br /> 0.7 In Situ soil application rate <br /> 300 Estimated Wastewater Flow (gpd) <br /> 450 Design Wastewater Flow (gpd) <br /> 1 Number of System Elevations <br /> 95 Proposed System Elevation #1 <br /> 95 Proposed System Elevation #2 <br /> Proposed System Elevation #3 <br /> 97.4 Original Grade #1 <br /> 97.4 Finished Grade #1 <br /> 97.1 Original Grade #2 <br /> 97.1 Finished Grade #2 <br /> Original Grade #3 <br /> Finished Grade #3 <br /> Wieser 1000 ISeptic Tank <br /> Tuf-Tite EF-6 jEffluent Filter <br /> Infiltrator Quick4 Plus Standard Chamber Type <br /> 12 Height of Chamber (in.) <br /> 20 sq.ft. per chamber(ESIA) <br /> 3.3 sq.ft. per end cap (EISA) <br /> 4 laying length of chamber(ft.) <br /> 1.5 length of endcap(ft ) <br /> 34 Chamber width(in.) <br /> 2 Rows of Chambers <br /> 4 Distance Between Cells (ft.) <br /> 16 Number of chambers in first row <br /> 16 Number of chambers in second row <br /> Number of chambers in third row <br /> 32 Proposed Number of Chambers Used <br /> 642.9 IMinimurn Distribution Cell Area Required (sq.ft ) <br /> 646.E IDistribution Cell Area Proposed (sq.ft.) <br /> Page 2 of 7 <br />