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• <br /> ITA10TACE <br /> TM <br /> . li b <br /> TANC N <br /> MIR V <br /> NALN LRDS ITV./ <br /> l BDX <br /> TYPICAL PLAN VIEW <br /> xm <br /> r 24.X 20' TRENCH <br /> FOR LATERAL LEAai LPE`, <br /> - '—C RIP) NATIVE BOIL BACKR-L <br /> I. n(TYr) <br /> SECTION A-A <br /> NATIVE BOIL DAORTILL <br /> -LTER MATERIAL <br /> PROTECTION <br /> 4'PERFERATED <br /> DISTRIBUTION PPE <br /> FILTER FABRIC ALL_ <br /> DEBIGNATED BY . <br /> -ICI 1i,,..e�_;.,. <br /> MI_ FILTER MATTPJAL <br /> MDI`TLRDED BOO- <br /> ABOVE HARDENED <br /> OR E5L <br /> DISPOSAL TRENCH GROSS SECTION <br /> NT.S. <br /> SEPTIC 5Y5TEM DESIGN <br /> NOTES: <br /> I— A 1000 gallon septic tank required. <br /> . 2— The Septic tank must be bedded on sand according to <br /> the manufacturer installation instructions. <br /> 3— A Rubber coupler must connect the influent effluent lines <br /> to the septic tank. <br /> 4— There must be a minimum of 5 feet solid pipe between the <br /> septic tank and the first drop box, and a minimum of 4 feet <br /> of solid header pipe between the boxes and the perforated <br /> distribution pipe. This applies to the infiltrated system also. <br /> 5— The bottom of the disposal trenches and the drain field <br /> distribution pipe (4 foot of solid and the perforated pipe) in <br /> the trenches must be centered and laid level and NOT <br /> floating in the air. The 4 foot of solid pipe will be bedded <br /> in soil, and the perforated pipe laid in 6 inches of gravel, <br /> with facing down and the lettering facing up. 614- <br /> ,il/� <br /> LOT 600 <br /> I(�31�z <br /> SWI/4, SEG 19, T85, R3W, WM <br /> MARION COUNTY, OREGON <br /> 9 <br /> O :, :F saNAY HAJAr-NIB 7 <br /> +r SN;YTIC SYSTEM P.O.sox av» °%"" `III'liL� <br /> DESIGN a amy OR �� s 111111 ® <br /> DIPTOD 202214.4/AP PIR POUSEIPIA SITE S0.2 11.2-22.pvd—11.022022—12:20 PM—Scale 1:080 <br />