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N\- <br /> Mound <br /> Mound Plan and Cross Section Views <br /> -T <br /> 1/1013 Obsarvalmn Pp <br /> K A <br /> W [ <br /> -- m m 4 7 B <br /> d. <br /> L <br /> Mound Component Dlmersdons <br /> 75 <br /> 7§52O2O ft <br /> 5f L 83 ft <br /> D 71.00 in <br /> G 20.50 ft J 17.94 ft W 26.69 ft <br /> 450.00 (ftz)Dispersal Cell Area 1406.25 (ft')Basal Area Available <br /> 6.00 (gpd/ft)Linear Loading Rate 1 7.50 (ft) 1/10 B Ohs. Pipe Placement <br /> Mound Cross Section View <br /> Aggregate Dispersal Area <br /> Finished Grade 104.93 (ft) <br /> G 1 Fi <br /> I F Dis arssl can 103.63 (ft)Lateral <br /> 103.13 (ft)-� Invert <br /> Dispersal Cell D . <br /> Elevation yn� . <br /> �a 'tip <br /> 101.30 (ft)Contour Elevation <br /> 6.0 % Site Slope Geotextile Fabric Cover <br /> Shading Key 9n Dispersal Cell See lateral details on <br /> 7 atk�3 To sail Cap n ` t Page 4 for number,size, <br /> 1.5ft •r.::....:.:...�:::: I 9 <br /> 0 P c and spacing of laterals. <br /> ia+ <br /> 7❑ Subsoil Cap mom;: Laterals are equally <br /> ASTM C33 Sand v t % F spaced from the <br /> ® Tilled Layer E e 0. ft ''Twcal.�atera�ii , <br /> distribution cell's <br /> © Aggregate a or2ri:P;tiS`��„L:: it' I centerline in the <br /> -- A' � distribution cell(AxB). <br /> Project: Shane Smith Replacement Mound System Page 3 of 8 <br />