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Mound Plan and Criss Section Views <br /> •Observation Pipe .15j•:•'•: l <br /> t L S4 4 A <br /> W •t• <br /> I I <br /> • L • <br /> Mount! Component Dimensions <br /> A 7.90 ft E 8.95 in H 1.00 ft K 7.49 ft <br /> B 57.00 ft F 9.50 in I 6.30 ft L 71.99 ft <br /> D 8.00 in G 0.50 ft J 5.70 ft W 19.90 ft <br /> 450.30 (ft2) Dispersal Cell Area 809.46 (ft2) 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 99.86 (ft) ---® <br /> fi r...m ,,,,,,,,: , G I <br /> H <br /> e .,,........,..2 ,,,,,,,,,,,. <br /> F Dispersal Cell : 98 (ft) Lateral <br /> 98.07 (ft)-- ' —Y: ;•...•.. :.. ..•.•. .•. .•• :::::: :•:• • • • •.•.•.•.•:• : ',: oli Invert <br /> Dispersal Cell • g <br /> Elevationy.• • • . . D 3.: <br /> 4 t ' , '4"'k5 r°: ; .` <br /> 41 97.40 (ft) Contour Elevation <br /> 1.0 % Site Slope <br /> Geotextile Fabric Cover <br /> Shading Key Q. I Fir-- <br /> Dispersal Cell See lateral details on <br /> I" "`. ; Topsoil Cap c a 1.5 ft .: : Page 4 for number,size, <br /> � """'f 0 o ❑5 a and spacing of laterals. <br /> ,,,,,,.,� Subsoil Cap j `ti ti'; <br /> .31 ASTM C33 Sand 1° '° T /� F Laterals are equally <br /> •' spaced from the <br /> • i.: Tilled Layer = : 0.5 ft Tvpical Lateral roe` <br /> '` distribution cell's <br /> ] •"•..•.nv. Aggregate �r c _, centerline in the <br /> 4 A } distribution cell(AxB). <br /> Project: AUDREY JOHNSON REVOCABLE TRUST Page 3 of 9 <br />