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Mound Plan View <br /> 1 <br /> J <br /> Observation Pipe . . <br /> 10 B �. . .1/ T <br /> K A <br /> 6 <br /> W . .I . . . . . . . . . . . . . t.....• <br /> . . . . . . .• — <br /> B . <br /> 1 <br /> a <br /> . . . . . . . <br /> Mound Component Dimensions <br /> A 6.50ft EAft <br /> in H 1.00ft K 7.02ft <br /> B 50.00 ft Fin 1 6.71 ft L 64.03 ft <br /> D 0.00 in G J 4.58 ft W 17.79 ft <br /> 325.00 (fe) Dispersal Cell Area 1 660.51 (ftz) Basal Area Available <br /> 9.00 (gpd/ft)Linear Loading Rate 6" End of B Obs. Pipe Placement <br /> Mound Cross Section View <br /> GeoMat Dispersal Area <br /> Observation Pipe <br /> 12"ASTM C 33 sand as GeoMat Distribution Cell <br /> required for Geo Matt <br /> GeoMat+12"ASTM C-33 sand <br /> component <br /> H G <br /> 100.21 Finish Grade Cover Material <br /> 99.08 Lateral Invert Elevation ' F. . <br /> 98.00 Dispersal Cell E :� ? . Slope 4.0 <br /> Elevation <br /> Contour Elevation 98.00 <br /> r, Tilled Area <br /> Forcemain <br /> In situ soil ' <br /> In situ soil <br /> Shading Key <br /> I © Topsoil Cap <br /> Z Subsoil Cap <br /> 3 ASTM C 33 sand (F) <br /> 4 Q ASTM C 33 sand (D) <br /> S Q Tilled Layer <br /> 6 Geo Mat <br /> See details on page 4 for number,size,and spacing of laterals. <br /> Project: VOYAGER VILLAGE POA Page 3 of 14 <br />