Laserfiche WebLink
Installer Summary <br /> 2250 gallon Septic tank (minimum) Tank options: nane <br /> �vb�arger tanK wun mu�c�pte compi tanics <br /> 1300 gallon Dose tank(minimum) at 25.49 gpi <br /> 38 GPM @ 19 ft. of head, Pump required <br /> 7.8 inch swing on Demand float which translates to roughly 4.9 inches of float tether length <br /> if time dosing is required --> 5.3 minutes ON time& �hours OFF time <br /> 20 inches from bottom of tank to"pump ON"float, or i2 inches to"timer ON"float <br /> 23 inches from bottom of tank to"Hi Level Alarm"or 33 inches to"Hi level alarm"if time dosed <br /> 73 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 J ft. Sand Lift Mound <br /> 14.0 ft. wide by 31.3 ft. long Rock bed <br /> 3 laterals 2.00 inch diameter 29.3 ft. long 3.0 ft. lateral spacing <br /> 7/32 inch perfs 3.0 ft, pertoration spacing <br /> No Effluent filter tt alarm <br /> 3 clean out fx valve box assembl9es <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 !sana beyond rockbec, minimuma <br /> Specific slope ratios give BERM widths (topsoil beyond rockbed)of: <br /> 4:1 upslope raltio 0 ft. upslope berm <br /> 3:1 sideslope 12 ft, sideslope berms <br /> 4:1 downsiope 20 ft. downslope berm <br /> 4" inspection pipe <br /> 18"cover on top <br /> U sto berm 0 Downslo berm 20 <br /> ,�,,,_•- 12" cover on sides <br /> .�`• ' <br /> � � �`'�� (6"]oa�y cap&6"topso� <br /> �.7 L��:�i�f �,;lf�f.f ;1f� � <br /> A. <br /> _ ' ` ' � •_�-3 ...,.�- •_ _�_'•.-_Y ; -...• <br /> Absor tion Width 20.0 - '--�' �- - -- ..-___ -_-�-_ <br /> Note_, <br /> For 0 to i 46 slopes, ,4bsarption Width is measured from the Bed equal[y i»bath direckions. <br /> For stopes >1�, �4,bsarpt�ort 1NYc/th is measured downhill from the upslope edge of the B�a! <br /> Rock 8ed: 14.0 Yd3 or"1.� 20 ton 9 inches under pipe <br /> Mound Sand: 106 yd3 or"1.4- 148 ton catculation based on 3:1/4:1 slope from top of rockbe� <br /> Loamy Cap: 30 yd3 or"1.� 42 ton 6"deep <br /> Topsoil: 37 yd3 or"9.4a 52 ton b"deep <br />