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IL, Mound Plan and Cross Section Views <br /> 1/10 B <br /> Observation Pipe <br /> lk- K 6 <br /> ❑; % :� %`. 11 <br /> c. : <br /> x <br /> L <br /> Mound Component Dimensions <br /> Down slo a toe extension made. <br /> 8 ft <br /> 4 9.50 in I <br /> A It <br /> D 68.00 in G 70.O ft J 18.13 ft W 25.57 ft <br /> 450.21 (ft') Dispersal Cell Area 7125.00 (112) Basal Area Available <br /> 6.98 (gpd/ft)Linear Loading Rate 6.45 (ft) 1/10 B Obs. Pipe Placement <br /> Mound Cross Section View <br /> Aggregate Dispersal Area } <br /> Finished Grade 103.29 (ft) —0 G• I H <br /> ♦11 1 <br /> 1 Fu <br /> Dispersal Cell 102.00 (ft) Lateral <br /> 701.50 (ft)�• — ,y9` t <br /> Invert <br /> Dispersal Cell Q . .. <br /> Elevation D7 ' <br /> 14 <br /> 4� 100.00 (ft)Contour Elevation <br /> 1.0 %Site Slope <br /> Geotextile Fabric Cover <br /> Shading Key d n Dispersal Cell See lateral details on <br /> 1�� Topsoil Cap o 1.5 ft - Page 4 for number,size, <br /> ❑2 Subsoil Cap„i� I' wig `©:(< '7"�"""`":' and spacing of laterals. <br /> O;:c <br /> ASTM C33 Sand 10 {::,_, ;y : ^. .;<. Laterals are equally <br /> ��'����' spaced from the <br /> I��+I 'v 2 ''" .qb F <br /> (�J � Tilled Layer d 0 � ; r:�TYDiwl.Lataral...;:.::.. � distribution cell's <br /> © Aggregate < o &ci3$'ii:i���+i Ynr`s,©;'i centerline in the <br /> �_—A` distribution cell(AxB). <br /> Project: DALE KIRCHNER Page 3 of 10 <br />