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� <br /> Installer Summary <br /> 2250` �ellon Septic t�nk{mfnimum) Tank options: none <br /> au�iarg�r cgnK w�cn mu�up�e compi canics <br /> 13Q0 ; �allan pose tAnk(miMmum) at 25.49 Qpi <br /> 29 I GPM!� 22 ft. of head, Pump requifed <br /> 6.4 ; inch swing on Demand float which t�anstates ta roughiy 4.2 inches of float tether tength <br /> if time dosing is rc►quired --? 5.6 minutes ON time& �hours OFF time <br /> 18 inthes from bottc�m of tank to"pump ON"ftoat, o� 12 inches to"tlmer ON"float <br /> 21 inches from bottom of tank to"Mi Level Atarm"or 31 inches to"Hi tervet atarm"if tim�dased <br /> 73 ';ft. of 2.0 inch suppty lin� with end fe�ed manifatd connection <br /> (Tip: "top feed"manifotd tc controt drainb�ck) <br /> 2Q inch, or 1.7 ft. Sand Lift Mound <br /> 10.0 ft. wide by 50.0 ft, long Rock b�d <br /> 3 laterats 2.00 ineh diameter 48.0 ft. tong 3.0 it. lateral sp,ndng <br /> 7/32 inch perfs 3.0 it. pe�foration spacing <br /> No Efftuent filter&nlarm <br /> 3 clean out&vatve box.assembties <br /> 27•0 ft.Totsi sand ABSORPTIQN width (minimum) <br /> 0.0 ft. upsiope and sideslope (sand beyond rockbed, minimum) <br /> 17.0 ft. Downstap� (sand beyond rockbed, minimuma <br /> ';Specific stope ratios ive BERM widths (topsait beyond rr�ckbed)of: <br /> 4:1 upslope ratio 9 ft. upslope berm <br /> 3:1 idestope 16 ft. sideslope berms <br /> 3:1 downslope 29 ft.�downslope k�rm <br /> 4" inspec�fon pipe <br /> ' 18" covef a� top <br /> U sI berm 0 �ov+rrist berm 29 <br /> ' -' . 12" cover on sides <br /> *�.,,, (6��loamY caP dt 6"tc2� <br /> 1.? Cte�n s�nd lift • <br /> �_�_.� 1.3 U�pth ca Lirniting <br /> i..irn�` , «.._.....w„ ,� <br /> kang �onditfa�� �'�' --—�_.�._�.�..� ,..._.�_.,. <br /> Absor tion Width 27. �.��W_�" �" —--—-�- — �_.__ <br /> Not�e. <br /> For 0 to 195 stapes, �fbscsrptPan N�+"dth is measured from kh� B�+deqt�ity in both directians. <br /> For;stopes >1�, .4bsaptlon N4►4th is measur+�ci downhitt from the upslope edge of the dP�a! <br /> Rock Bed: 17.0 yd�ar•9.4= 24 ton 6 inches under pipe <br /> Mound Send: 269 Yd3 or*1.4R g76 ton calculation kuased on 3:1/�4:1 stopr from top ot rockbe� <br /> Loamy CBp: 77 yd3 or'1.4� 108 ton 6"deep <br /> Topsoil; 8$ yd3 or"1.4= 123 ton b"de�p <br />