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Mound Plan View <br /> —t <br /> . . . . . . . . . . . . . . . . . . . . . . . J <br /> . . <br /> 1/10 B Observation Pipe QK . <br /> •'• — <br /> d [ A <br /> TI <br /> ' : : : : : : : : . . . . . . . . . : : : . : : : : : - : -':': I <br /> Mound Component Dimensions <br /> A 6.00 ft E 30.96 in H 1.00 ft K 11.50 ft <br /> B 75.00 ft F1E 9.50 in I 25.25 ft L 97.99 ft <br /> D 18.00 in G 0-50 ft J 5.44 ft W 36.69 ft <br /> 450.00 ( Dispersal Cell Area 1 2343.75 (ft)Basal Area Available <br /> 6.00 (gpd/ft)Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement <br /> Mound Cross Section View <br /> Aggregate Dispersal Area <br /> Finished Grade 104.29 (ft) Oa <br /> H <br /> G <br /> F ::;:;/l Dispersal Cell r, 103.00 (ft) Lateral <br /> 102.50 (ft)-1101— Invert <br /> Dispersal Cell <br /> Elevation <br /> 1 1 : <br /> J J - I- J <br /> I J <br /> Q w <br /> 101.00 (ft)Contour Elevation <br /> 1&0 %Site Slope <br /> Geotextile Fabric Cover <br /> Shading Key ro a T Dispersal Cell See lateral details on <br /> 10 Topsoil Cap c 1.5 ft � Page 4 for number,size, <br /> Subsoil Cap a 3 l and spacing of laterals. <br /> © ASTM C33 Sand v Z F Laterals are equally <br /> ® {` Tilled Layer � 0.5 ft Typical Lateral spaced from the <br /> Q ��;`; Aggregate v o z, 5 , center fine in he <br /> - - centerline in the <br /> �--A distribution cell(AxB)- <br /> Project: Todd and Laura Knutson Mound Page 3 of 8 <br />