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Installer Summary <br /> � 2250 galton Septic tank (minimum) Tank options: none <br /> �un,�arger ianK wi�n rnuiupie c.oni�i�anK� <br /> 1300 gallon Dose tank (minimumj at 25.49 gpi <br /> 36 GPM C 19 ft. of head, Pump required <br /> 7.9 inch swing on Demand float which translates to roughty 5.0 inches of float tether tength <br /> if time dosing is required --> 5.6 minutes ON time£t �hours OFF time <br /> 20 inches from bottom of tank to"pump ON"ftoat> or 12 inches to'"timer ON"float <br /> 23 inches from bottom of tank to"Hi Levet Aiarm"or 33 inches to"Hi tevel alarm"if time dosed <br /> 85 ft. of 2.0 inch suppty line with end feed manifold connection <br /> (Tip: "top feed"manifold to controt drainback) <br /> 14 inch, or 1.2 ft. Sand Lift Mound <br /> 10.0 ft. wide by 63.0 ft. long Rock bed <br /> 3 taterats 2.00 inch diameter 61.0 ft. long 3.0 ft. lateral spacing <br /> 7/32 inch perfs 3.0 ft. perforation spacing <br /> No Efftuent fitter E�alarm <br /> 3 ctean out&valve box assembties <br /> 27.0 ft.Totat sand ABSORPTION width (minimum) <br /> 0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) <br /> 17.0 ft. Downstope isand beyor,L rockbed, ,r�in����,m� <br /> Specific slope ratios give BERM widths (topsoil beyond rockbed)of: <br /> 4:1 upstope ratio 9 ft. upslope berm <br /> 3:1 sideslope 13 ft. sidestope berms <br /> 3:1 downslope 21 ft. downstope berm <br /> 4" inspection pipe <br /> 18" cover on top <br /> U slo e berrn 0 Downslo berm Z� <br /> 12" cover an sides <br /> , (6"loamy cap&6"topsoil} <br /> 1.2 Clecsn ���;td i;ft <br /> --- <br /> 1.8 ��� � ~��. <br /> € -,,. __,.. � <br /> ,,��t ��c� �;;;� u t�;�� � � _ _ <br /> Absor tion Width 27•0 <br /> Note: <br /> _._.______.. <br /> For 0 Ea 1�;stopes, Abso�ption width is measured from Che Bedequatty in both directions. <br /> For stopes >1�, .4bsorption Width is measured downhiU from the upslope edge of the Bed. <br /> Rock Bed: 21.0 yd3 or"1.4= 29 ton 6 inches under pipe <br /> Mound Sand: 164 yd3 or"1.4= 229 ton calcutation based on 3:1/4:1 slope from top of rockbe� <br /> Loamy Cap: 68 yd3 or•1,4= 95 ton 6"deep <br /> Topsoil: gp yd3 or�1.4= 112 ton 6"deep <br />