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Mound Plan and Cross Section Views <br /> —t <br /> 1110 B Observation Pipe <br /> W <br /> fB 1 <br /> -. . . . . . : . : : -- . . . - . . . . <br /> `: <br /> �l <br /> L <br /> Mound Component Dimensions <br /> Z H <br /> 57 00 ft <br /> D 16.00 n G 10.50 ft 1 7 43 ft W 24.21 ft <br /> 450.30 (ft') Dispersal Cell Area 956.57 (ft') Basal Area Available <br /> 7.89 (gpd/ft) Linear Loading Rate 1 5.70 (ft) 1/10 B ODs. Pipe Placement <br /> Mound Cross Section View <br /> Aggregate Dispersal Area <br /> Finished Grade 100.13 (ft) w„ <br /> M K yyyy <br /> H <br /> z <br /> Tr Dispe sal Cell 98.83 (ft) Lateral <br /> 98.33 (ft)--►• s � - , Invert <br /> Dispersal Cell %.::::f:E:E::Q:E:E:::: :;" :.:.:.: .:.::: <br /> Elevation ,,,,.'D. . . ,", x <br /> �---�— 97.00 (ft)Contour Elevation <br /> 2.0 a/Site Slope <br /> Geotex8le Fabric Cover <br /> Shading Key v n T Dispersal Cell See lateral details on <br /> 01 :Stied Topsoil Cap ° 1.5 ft " - Page 4 for number,size, <br /> 7 Subsoil Ca m ©''''"s,"�;.py.:.>q T and spacing of laterals. <br /> ❑ ASTM C33 Sanded Layer o O F Laterals <br /> from ualTilli m 0 5 ft Typical Lateral ' <br /> 0 Y _ m distribution cell's <br /> © Aggregate a'o ..,....?:....,._..... © . centedine in the <br /> A --i distribution cell(AxB). <br /> Project: ROBERT STELLRECHT Page 3 of 10 <br /> I <br />