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Mound Plan View <br /> 1/101 J <br /> ol,servation Pipe 3K <br /> O ❑Q A <br /> W I B I <br /> I <br /> I <br /> L <br /> Mound Component Dimensions <br /> Down slo a toe extension made. <br /> Al6.98 ft E 8.84 in H 1.00 ft K 7.42 ft <br /> B 43.00 ft F 9.25 in I 6.97 ft L 57.83 ft <br /> D 8.00 in G0.50 it J 1 5.64 ft W 19.60 ft <br /> 300.14 ( Dispersal Cell Area 1 600.00 (ft) 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 99.94 (ft) No ❑ �❑ <br /> I Ft Dispersal 98.67 (ft) Lateral <br /> 98.17 (ft)—► — Invert <br /> Dispersal Cell � D ❑ t <br /> Elevation <br /> 97.50 (ft)Contour Elevation <br /> 1.0 % Site Slope <br /> Geotextile Fabric Cover <br /> Shading Key o $ T Dispersal Cell PC See lateral details on <br /> Q Q Topsoil Cap a 1.5 ft Page 4 for number,size, <br /> 0 1171 <br /> Subsoil Cap 0 c and spacing of laterals. <br /> ASTM C33 Sand 10 Z Laterals are equally <br /> 0 Tilled Layer c 0.5 ft T 1 Lateral F spaced from the <br /> a� distribution cell's 5 0 Aggregate + o <br /> centerline in the <br /> A distribution cell(AxB), <br /> Project: Page 3 of 9 <br />