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Installer Summary <br /> 2250 gallon Septic tank (minimum) Tank options: none <br /> �ux �arger �anK wi�n rnuiupie compi[.anKs <br /> 750 gallon Dose tank (minimum) at �gpi <br /> 36 GPM C� ##### ft. of head, Pump required <br /> ######inch swing on Demand float which transtates to roughly ##### inches of float tether length <br /> if time dosing is required --> ##### minutes ON time£t ##### hours OFF time <br /> ###### inches from bottom of tank to "pump ON"float, or 12 inches to"timer ON"float <br /> ###### inches from bottom of tank to "Hi Level Alarm"or ##### inches to"Hi level alarm" if time dosed <br /> �ft. of 2.0 inch supply line with end feed manifold connection <br /> (Tip: "top feed" manifold to controt drainback} <br /> 18 inch, or 1.5 ft. Sand Lift Mound <br /> 10.0 ft. wide by 63.0 ft. long Rock bed <br /> 3 laterals 2.00 inch diameter 61.0 ft. tong 3.0 ft. lateral spacing <br /> 7/32 inch perfs 3.0 ft. perforation spacing <br /> No Effluent filter 8 alarm <br /> 3 ctean out tt valve box assemblies <br /> 20.0 ft.Total sand ABSORPTION width (minimum) <br /> 0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) <br /> 10.0 ft. Downslope (sand beyond rockbed, minimum) <br /> Specific slope ratios give BERM widths (topsoil beyond rockbed) of: <br /> 4:1 upslope ratio 10 ft. upslope berm <br /> 3:1 sideslope 14 ft. sideslope berms <br /> 3:1 downslope 20 ft. downslope berm <br /> 4" inspection pipe <br /> 18" cover on top <br /> U slo e berm �� Downsla e berm Z� <br /> 12" cover on sides <br /> —�` (6"loamy cap&6"topsoily <br /> 1.5 , Ctean sand ;ift ''�-�.�,, <br /> — � 1.5 Depth t� _�n�atiri� <br /> _�__ <br /> —_�___._._ <br /> �i�nitir�� ;�unclittor ^` — `�— --- —-- __ ____ ___ <br /> • 20.0 —._ <br /> pbsQr tion Width �--'__ ---- __ _. _ _. _ ____ — <br /> Note: <br /> For 0 to 1�slopes, Absorptron W/dth is measured from the Bedequally in b�oth d�reckions. <br /> For slopes >1�, .4Gsorptron Wldth is measured dawnhitl fram the upslope ed�e vf the Bed. <br /> Rock Bed: 21.0 yd3 or'1.4= 29 ton 6 inches under pipe <br /> Mound Sand: 205 yd3 or"1•4= 286 ton calculation based on 3:1/4:1 slope from top of rockbe� <br /> Loamy Cap: 70 yd3 or`1.4= 98 ton 6"deep <br /> Topsoil: 81 yd3 or"1.4= 113 ton b"deep <br />