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Insta�ler Summary <br /> 2250 gallon Septic tank(minimum) Tank options: none <br /> wx�arger �anK witn rnu�up�e compi t,anKs <br /> 1300 gallon Dose tank (minimum) at 25.49 gpi <br /> 36 GPM @ 15 ft. of head, Pump required <br /> 7.6 inch swing on Demand float which translates to roughly 4.8 inches of float tether length <br /> if time dosing is requi�ed--> 5.4 minutes ON time& �hours OFF time <br /> 20 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"ftoat <br /> 23 inches from bottom of tank to"Hi Level Alarm"or 33 inches to"Hi level alarm'if time dosed <br /> 30 ft. of 2.0 inch supply line with end feed manifold connection <br /> (Tip: "top feed"manifold to control drainback) <br /> 12 inch, or 1.0 ft. Sand Lfft Mound <br /> 10.0 ft. wide by 63.0 ft. long Rock bed <br /> 3 laterals 2.00 inch diameter 61.0 ft. long 3.0 ft. lateral spacing <br /> 7/32 inch perts 3.0 ft. perforation spacing <br /> No Effluent filter&atarm <br /> 3 clean out&valve box assemblies <br /> 15.0 ft.Totat sand ABSORPTION width (minimum) <br /> 0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) <br /> 5.0 ft. Downslope Isand beyond rockbed, minimum) <br /> Specific slope ratios give BERM widths(topsoil beyond rockbed)of: <br /> 4:1 upslope ratio 8 ft. upslope berm <br /> 3:1 sidestope 13 ft. sideslope berms <br /> 3:1 downslope 23 ft. downslope berm <br /> 4"inspection pipe <br /> 18" cover on top <br /> U slo berm � po�� �� 23 <br /> 12" covee o� sides <br /> {6"bemy cap�c 6"toproiu <br /> 1.0 Clean sand lift <br /> , 2_0 Depth ta Limitin� <br /> ��mitingCond�tion — �----__ ______ <br /> tion Width 15.0 —__�`—_ __—___--__ <br /> Note: <br /> For 0 to 1�slopes, ,4bsorptlan WYdth is measured from the Bedequatly in both direttions. <br /> For slopes >1%, ,�sarptfon Wfdth is meawred downhill fram the upstope ec�e of the Brd <br /> Rock Bed: 21.0 Yd3 or`1.4= 29 ton 6 inches under pipe <br /> Mound Sand: 183 yd3 or•1.4= 256 ton calculation based on 3:1/4:1 stope from top of rockbe� <br /> Loamy Cap: 70 yd3 or•1.4= 98 ton 6"deep <br /> Topsoil: 82 yd3 or"1.4= 115 ton 6"deep <br />