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r <br /> Mound Plan and Cross Section Views <br /> t J <br /> � Observation Pipe © l <br /> i — K — T <br /> O A <br /> W l 1 • <br /> I <br /> ©: : . <br /> r <br /> ! • <br /> • L • <br /> Mound Component Dimensions <br /> A 7.50 ft E 6.90 in H 1.00 ft K 6.99 ft <br /> B 60.00 ft F 9.50 in I 5.77 ft L 73.98 ft <br /> D 6.00 in G 0.50 ft J 5.22 ft W 18.49 ft <br /> 450.00 (ft2) Dispersal Cell Area 796.39 (ft2) Basal Area Available <br /> 7.50 (gpd/ft) Linear Loading Rate 6.00 (ft) 1/10 B Obs. Pipe Placement <br /> Mound Cross Section View <br /> Aggregate Dispersal Area <br /> Finished Grade 101.19 (ft) --IP. / <br /> G H <br /> I F Dispersal Cell 99.90 (ft) Lateral <br /> 99.40 (ft)—♦ — •• Invert <br /> •Dispersal Cell p <br /> Elevation • � ,�; <br /> Q. <br /> 98.90 (ft)Contour Elevation <br /> 1.0 %Site Slope <br /> Geotextile Fabric Cover <br /> Shading Key & n Dispersal Cell See lateral details on <br /> 0 Topsoil Cap i Z. 1.5 ft Page 4 for number,size, <br /> Subsoil Cap • c <br /> 2Q and spacing of laterals. <br /> ASTM C33 Sand a <br /> a Laterals are equally <br /> r3, Z F spaced from the <br /> d r I Tilled Layer Typical Lateral distribution cell's <br /> 21 :' Aggregate * o Q T centerline in the <br /> — A distribution cell(AxB). <br /> I <br /> Project: Plesums Page 3 of 7 <br />