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Mound Plan View <br /> lk 1/10 B � <br /> Observation Pipe <br /> K —` <br /> o p A <br /> W I I <br /> low <br /> B <br /> F31 I <br /> L low <br /> Mound Component Dimensions <br /> A 7.90 ft E 17.95 in H 1.00 ft K 9.74ft <br /> B 57.00 1 ft F 9.50 in I 8.62 ft L 76.49 ft <br /> D 17.00 in G 0.50 ft J 1 7.89 ft W 24.411 ft <br /> 450.30 (ft) Dispersal Cell Area 941.68 (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 101.61 (ft) ---► <br /> 1 F21 0 <br /> a Dispersal Cell F 100.32 (ft) Lateral <br /> 99.82 (ft) P, Invert <br /> Dispersal Cell 1 <br /> Elevation E D 0 <br /> a <br /> 98.40 (ft)Contour Elevation <br /> 1.0 %Site Slope <br /> Geotextile Fabric Cover <br /> Shading Key aT - Dispersal Cell See lateral details on <br /> Q <br /> Topsoil Ca �°- 1.5 ft Page 4 for number, i <br /> P P o g e ,s ze, <br /> F21 II Subsoil Cap a 0 7E (O and spacing of laterals. <br /> © Q ASTM C33 Sand :a Ell Laterals are equally <br /> [4] Q Tilled Layer �_ U - 1LIO.5 ft FTypical Laterad spaced from the <br /> Q Q Aggregate c H distribution cell's <br /> or centerline in the <br /> A distribution cell(AxB). <br />