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Mound Plan View <br /> 1/�1J <br /> Observation Pipe Q <br /> K <br /> O A <br /> W I I <br /> B <br /> 3 <br /> L <br /> Mound Component Dimensions <br /> 2 <br /> ft <br /> D 18.00 in G 0.O ft J 7.68 ft W 25.57 ft <br /> 450.30 ( Dispersal Cell Area 1 1019.42 (ft?) Basal Area Available <br /> 7.89 (gpd/ft) Linear Loading Rate 1 5.70 (ft) 1/10 B Obs. Pipe Placement <br /> Mound Cross Section View <br /> Aggregate Dispersal Area <br /> Finished Grade 100.59 (ft) > ❑ <br /> I o G H <br /> I ❑F Dispersal Cell 99.30 (ft) Lateral <br /> 98.80 (ft)—► — Invert <br /> Dispersal Cell ❑3 t <br /> Elevation E D <br /> 97.30 (ft) Contour Elevation <br /> 3.0 % Site Slope <br /> Geotextile Fabric Cover <br /> Shading Key v a T Dispersal Cell See lateral details on <br /> �t 0 Topsoil Cap a 1.5 ft Page 4 for number,size, <br /> Q Subsoil Cap OR 0 and spacing of laterals. <br /> © � ASTM C33 Sand —mo Z F Laterals are equally <br /> M Tilled Layer m 0.5 ft T ical Lateral spaced from the <br /> ❑5 0 Aggregate a ❑5 distribution cell's <br /> centerline in the <br /> A distribution cell(AxB). <br /> Proles: Page 3 of 9 <br />