Laserfiche WebLink
Mound Plan View <br /> J <br /> 1/y 10 B Observation Pipe 3 <br /> K T �T <br /> O to A <br /> w I I — <br /> B <br /> i <br /> ❑3 <br /> L <br /> Mound Component Dimensions <br /> Down slo toe extension made. <br /> A 6.98 ft E 9.00 in H 1.00 ft KLjklftft <br /> B 43.00 ft F 9.25 in z 6.06 ft L <br /> D 9.00 in G 0.50 ft J 6.06 ft w ft <br /> 300.14 (fe) Dispersal Cell Area 821.52 (fe) Basal Area Available <br /> 6.98 (gpd/ft) Linear Loading Rate 4.30 (ft) 1/10 B Obs. Pipe Placement <br /> Mound Cross Section View <br /> Aggregate Dispersal Area <br /> Finished Grade 100.62 (ft) ❑ I� <br /> � 1 <br /> ❑F Dispersal Cell 99.35 (ft) Lateral <br /> 98.85 (ft)--*I — Invert <br /> Dispersal Cell ❑Q E D t <br /> Elevation <br /> 98.10 (ft)Contour Elevation <br /> 0.0 % Site Slope Geotextile Fabric Cover <br /> Shading Key v $ T Dispersal Cell r See lateral details on <br /> 1❑ I Topsoil Cap 1.5 ft Page 4 for number, size, <br /> Q Subsoil Cap N 0 ❑5 O and spacing of laterals. <br /> ASTM C33 Sand '—° m F Laterals are equally <br /> Tilled Layer 0.5 ft T ical Lateral 5 spaced from the <br /> distribution cell's <br /> ❑5 Aggregate v o centerline in the <br /> --� distribution cell (AxB). <br /> Project: Page 3 of 9 <br />