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Instalter Summary <br /> 2250 galion Septic tank (minimum) Tank options: none <br /> �vro iaiger �anK wiin rnuuipie c.or��Ni�e�iKS <br /> 1300 galton Dose tank (minimum) at 24.49 gpi <br /> 36 GPM @ 26 ft. of head, Pump required <br /> 8.7 inch swing on Demand float which translates to roughly 5.4 inches of float tether tength <br /> if time dosing is required --> 5.9 minutes ON time� �hours OFF time <br /> 21 inches from bottom of tank ta"pump ON"float, or 12 inches Lo"timer ON"ftoat <br /> 24 inches from bottom of tank to"Hi Level Atarm"or 34 inches to"Hi level atarm" if time dosed <br /> 142 ft. of 2.0 inch supply line with end feed manifold connection <br /> (Tip: "top feed"manifold to controt drainback) <br /> 20 inch, or 1.7 ft. Sand tift Mound <br /> 10.0 ft. wide by 63.0 ft. tong Rock bed <br /> 3 taterals 2.00 inch diameter 61.0 ft. long 3.0 ft. laterat spacing <br /> 7/32 inch perfs 3.0 ft. perforation spacing <br /> No Efftuent fitter 8 alarm <br /> 3 clean out & valve box assemblies <br /> 20.0 ft.Totat sand ABSORPTION width (minimum) <br /> 0.0 ft. upstope and sideslope (sand beyond rockbed, minimum) <br /> 10.0 ft. Downslope �s3nd beyand rockbed, mmimun�! <br /> Specific slope ratios give BERM widths Itopsoil beyond r�ckbed)of: <br /> 4:1 upslope ratio 11 ft. upstope berm <br /> 3:1 sideslope 13 ft. sidestope berms <br /> 3:t downslope 22 ft. downslope berm <br /> 4" inspection pipe <br /> 18" caver on top <br /> U s(o e berm �� Downslo berm �2 <br /> -12"' cover on sides <br /> (6"laamy cap&6"topso�lj <br /> 1.7 Clean sand tift <br /> _ _ _. _ 1.3 °';:r''� ' : =�, r3ri�tk; <br /> _.. , _ _: _ ._ <br /> AbSor tion Width Zo.o <br /> Note: <br /> For 0 to 1�b stopes, .46sorption Width is measured from the Bedequalty in both direction5. <br /> For stopes >1�, Absorption Wrdth is rneasured downhill from the upstope ed�e af the Bed. <br /> Rock Bed: 21.0 yd3 or`1.4= 29 ton 6 inches under pipe <br /> Mound Sand: 200 yd�or"1.4= 280 ton calculation based on 3:1/4:t slope from top of rockbe, <br /> Loamy Cap: 74 yd'or'1.4= t04 ton b"deep <br /> Topsoit: g6 yd3 or'1.4= 120 ton 6"deep <br />