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Mound Plan and Cross Section Views <br /> -T <br /> 1110 <br /> 110 .i <br /> Observatmn Pipe <br /> K <br /> Sl <br /> A <br /> W F <br /> r—=— — B <br /> I <br /> l <br /> I. <br /> Mound Component Dimensions <br /> Z:22 ft <br /> 57 00 ft <br /> ft <br /> D 17.00 in G 10.50 ft J 7.65 ft W 24.71 k <br /> 450.30 (k') Dispersal Cell Area F971.73 (ft) Basal Area Available <br /> 7.89 (gpd/ft) Linear Loading Rate 5.70 (ft) 1/10 B Obs. Pipe Placement <br /> Mound Cross Section View <br /> Aggregate Dispersal Area <br /> Finished Grade 100.11 (ft) —� <br /> ua✓' <br /> y G H <br /> F "'�T Dspersal Cell ix `'� 98.82 (ft) Lateral� <br /> 98.32 (ft) `a. n.. Invert <br /> Dispersal Cell t , <br /> Elevation .,. D <br /> Q <br /> d s. 4� 96.90 (ft)Contour Elevation <br /> 2.0 % Site Slope <br /> Geotextile Fabric Cover <br /> Shading Key o $ T Dispersal Cell See lateral details on <br /> 1Q 0 Topsoil Cap 3. 1.5 ft - Page 4 for number,size. <br /> t""""r`� I and spacing of laterals. <br /> Q7 Subsoil Cap u a :©iic;O'r�:}SS `t,. - 9 <br /> ASTM C33 Sand r Laterals are equally <br /> yfyl a 2 F spaced from the <br /> Tilled Layer c h 0 5 ft �Tvo wl Lateral -'- : distribution cell's <br /> Aggregate a o cenledine in the <br /> }_ A_._h distribution cell(AxB). <br /> Project: KEN HOEFS Page 3 of 10 <br />