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Mound Plan and Cross Section Views <br /> • <br /> 1/ � © J <br /> Observation Pipe _ <br /> s K _ <br /> O 5 A <br /> W <br /> • B • <br /> I <br /> • L • <br /> Mound Component Dimensions <br /> A 6.43 ft E 6.00 in H 1.00 ft K 6.88 ft <br /> B 70.00 ft F 9.50 in = 5.38 ft L 83.75 ft <br /> D 6.00 in G 0.50 ft J 5.38 ft W 17.18 ft <br /> 450.10 (ft2) Dispersal Cell Area 1202.60 (ft2) Basal Area Available <br /> 6.43 (gpd/ft) Linear Loading Rate 7.00 (ft) 1/10 B Obs. Pipe Placement <br /> Mound Cross Section View <br /> Aggregate Dispersal Area <br /> Finished Grade 99.09 (ft) ---► • <br /> I H <br /> F Dispersal Cell 97.80 (ft) Lateral <br /> 97.30 (ft)—► — Invert <br /> Dispersal Cell <br /> • <br /> • <br /> Elevation E D Laj <br /> i: 1 <br /> 4 <br /> 4 96.80 (ft) Contour Elevation <br /> 0.0 % Site Slope <br /> Geotextile Fabric Cover <br /> _ Shading Key "r3 <br /> a I I�— Dispersal Cell See lateral details on <br /> 1 Topsoil Cap o E. 1.5 ft Page 4 for number, size, <br /> 7 Subsoil Cap 0 o O T <br /> and spacing of laterals. <br /> © ASTM C33 Sand16 R-0 �� Laterals are equally <br /> F spaced from the <br /> El Tilled Layer c ,5,m 0.5 ft Typical Lateral distribution cell's <br /> Aggregate •v o _ __1___ centerline in the <br /> A } distribution cell (AxB). <br /> Project: Page 3 of 7 <br />