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Mound Plan View <br /> 1/+ 10* Observation Pipe <br /> K <br /> O ❑Q A <br /> W I 1 <br /> B <br /> L <br /> Mound Component Dimensions <br /> Down slo toe extension made. <br /> A 6.98 ft E 6.00 in H 1.00 ft K 6.81 ft <br /> B 43.00 ft F 9.25 in i 5.31 ft L 56.63 ft <br /> Di 6.00 in is 0.50 ft J 1 5.311 ft W 1 17.61 ft <br /> 300.14 (if) Dispersal Cell Area 757.02 (fe) Basal Area Available <br /> 6.98 (gpd/ft) Linear Loading Rate 1 4.30 (ft) 1/10 B Obs. Pipe Placement <br /> Mound Cross Section View <br /> Aggregate Dispersal Area <br /> Finished Grade 98.77 (ft) --► © I �❑ <br /> 97.00 (ft)--11 <br /> rsalCell 19 97.50 (ft) Latera <br /> Invert 1 <br /> Dispersal Cell El <br /> Elevation D <br /> 96.50 (ft)Contour Elevation <br /> 0.0 %Site Slope <br /> Geotextile Fabric Cover <br /> Shading Key v $ Dispersal Cell See lateral details on <br /> 1❑Q Topsoil Cap1.5 ft Page 4 for number,size, <br /> Q Subsoil Cap +'COB <br /> O and spacing of laterals. <br /> ® B ASTM C33 Sand Laterals are equally <br /> Q Tilled Layer F spaced,from the <br /> © Q Aggregate 0 0 © distribution cells <br /> centerline in the <br /> A distribution cell(AxB). <br /> Project: Page 3 of 9 <br />