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Mound Plan and Cross Section Views <br /> 1 j * J <br /> Obaervatlon Pipe <br /> :� <br /> K — <br /> w , — <br /> B <br /> I <br /> Mound Component Dimensions <br /> A 6.43 ft E 9.00 in HQ;ft <br /> ft KEaft <br /> ft <br /> B 70.00 ft F 9,50 in _ ft Lft <br /> D 9.00 in G 0.50 ft J W <br /> 450.10 (ft') Dispersal Cell Area 1307.60 (fe) Basal Area Available <br /> 6.43 (gpd/ft) Linear Loading Rate 7,00 (n) 1/10 8 ObS, Pipe Placement <br /> Mound Cross Section View <br /> Aggregate Dispersal Area <br /> Finished Grade 98.84 (ft) -► <br /> IF Dispersal Cell 97,55 (ft) Lateral <br /> 97.05 (ft)--* - Invert <br /> Dispersal Cell <br /> Elevation D <br /> f` <br /> "<` •ti.r'L.'L•' +..k�.f,.�.; .+.A;� •.�' )' •J�'i�l•..�. .S 1. l. ..,i i..! f+l .+ Xa. .�'`, 4 ,'..:',.-.'ti . <br /> 9 .30 (ft)Contour Elevation <br /> 0.0 %Site Slope <br /> Geotextile Fabric Cover <br /> Shading Key —T Dispersal Cell See lateral details on <br /> M_ Topsoil Cap a 1.5 ft Page 4 for number,size,and s <br /> Subsoil Cap :bp,r: `` <br /> • ••• •.�• . � pacing of laterals. <br /> ASTM G33 Sand ;' �aterais are equally <br /> Tilled Layer 0. Ift Typical t ateral spaced from the <br /> © [ Aggregate a distribution cell's <br /> centerline in the <br /> A -- distribution cell(AxB). <br /> Project: Page 3 of 7 <br /> fI <br /> I <br />