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Po.ce y ©k \ 5 <br /> Mound Plan and Cross Section Views <br /> • 1/ios . • `1 T <br /> Observation Pipe .©: . : <br /> K — <br /> r•• <br /> ,5 <br /> ;���''''"';•'::1,' i• ':'{'ti' %` .:::i:•4.. —• <br /> �� �1.---4 <br /> • <br /> L <br /> Mound Component Dimensions <br /> Down slope toe extension made <br /> A 7.98 ft E 7.92 in H 1.00 ft K 7.11 ft <br /> B 115,00 ft F 9.50 in i j2 ft L 129.23 ft <br /> D 6.00 in G 0.50 ft J 5.07 ft W ^4S,09'ft <br /> 917.70I(ft2) Dispersal Cell Area 2300 (ft2) Basal Area Availablet r�►C- t C f LC) <br /> f 15.95 (gpd/ft) Linear Loading Rate 11.50 (ft) 1/10 B Obs. Pipe Placement <br /> Mound Cross Section View <br /> Aggregate Dispersal Area <br /> Finished Grade 96.99 (ft) ----► <br /> ,,V,4'. •Si F'�...9 H <br /> ,,,,,.,w/11 /, G I•I • . .••(iivii/ I!!//iii . nini (R <br /> FLT <br /> 95.20 (ft)--► �,4, Dispersal Cell "` 95.70 (ft) Lateral <br /> Dispersal Cell :� Fr. ;. fi � Invert <br /> Elevation ` `f:• <br /> D <br /> 'r' <br /> 4 94.70 (ft)Contour Elevation <br /> 2.0 % Site Slope <br /> Geotextile Fabric Cover <br /> Shading Key � o. <br /> 1 i'.:1•;:-..': �; ,_ I I Dispersal Cell See lateral details on <br /> ❑ , Topsoil Cap o a 1.5 ft <br /> /-//.... c .................•: � Page 4 for number,size, <br /> © •/////.//1 Subsoil Cap T L. :�SL]:, : ' ` and spacing of laterals. <br /> iii "2::-.?-'r-' ASTM C33 Sand b g `r"' •'.'�. ... '' Laterals are equally <br /> Tilled Layer e H 0. ft Typical Lateral F spaced from the <br /> ©f''"'%:� Aggregate • c • • E distribution cell's• centerline in the <br /> 1)--•—A —i distribution cell(AxB). <br /> Project: RED DOOR INN <br />