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117 1 1. • I5.61.6" <br /> S.3 <br /> 16 I� 11,1X11.3 ajd.O[O 9 <br /> 4 _43L. /D * le /0 96 saorE <br /> eRoll SfcTMAI VIFw <br /> Muss. <br /> too <br /> L wcsj ras�o * a.n►� <br /> ftoo <br /> FWa2 _... w.rr_era <br /> i1 'g." II ' LILLAL <br /> 9�rc./ SOIL BORING ELEVATIONS <br /> M_ • <br /> — g ya.,1 , i-.2`INA pores h co' TM./1 EL'9'yy v <br /> :Dom �dYl: •zoo ,tvPitr Mt to w K toll to 'MA EL-Z. .. •o <br /> /3w taut 3w /3c0 ca TIC' t.ak~ars.WAr S.w . TKO EL-....... <br /> i3, This EL <br /> 1.A/4ktLS LA LS ' . ."'3 <br /> !3G•I + <br /> a IS EL- <br /> SETBACKS <br /> System must be: <br /> Tankla'from property lines <br /> Q'from wefts <br /> JAL•from bidgs. <br /> smiulliallatiLdnata ntarsaPergdTnabaentarea - 'from Was,._..streams <br /> Tt'!0 z OtOR00Mt Amp paeol�on rate_a nJ t(design A pa' dds�►swage flow) Treatment area Q„'from Y <br /> Una <br /> R IMO of ♦ <br /> 762, x.N aq�ltpsl.ft,�amt.of treatment arta (110 tl.�wfdlb a� �io �from <br /> vans <br /> sky t aaan. .to 1 x 3,�,h ights,�R.x 8?R lawn area needed) �•to t 112"d�+ s Z"of rocfc above pipet <br /> GW fedi naaded- agfh Nnt area a • ,, of rock•( cuAlbnq ack approx.,topsoil ti"�cu.yd.Ave?,sand depth.i <br /> Coarse whet!dean sand Rif below rock . . Me-••yds.approx. .c+ndY loam ay.yo <br /> N of tanks regrinda.+1st tank l3L<i g� .tank. al.minimums plus pumping�c 60 OapgR,7st�pal.*pipe back drainage- • ��`S�� <br /> drainage- <br /> pumping dumber ply-26%of daily sewage flow of gal."L gal,+ � of a-•dia. Itn.ft.needed a- al. <br /> ouzips . 00 Unit Of— pipe. �' g L7 d 1-4 Ph. 763-498-8779 <br /> d�00 Hrtfi.of dia.supply pipe gn.R.needed�Ly,.gal+manifold SZ� Date:_..!!.1 <br /> ford opacity needed lagaL(phis area for pump)use min.�gai.cap. PROPERTY OF: Ni N ik S N n N Rusty Olson's Soil and Percolation Testing <br /> 001,00npipe .t•di*. .Unit..11•dia.perforationsa-"apart a 2.00 w,LLO,.., kit\ bRtvd Designed — <br /> Float eek at 9.04 Odoea. .limes Per Dey. o 11- CO)N <br /> From ears Zit.Ode/Ma.L Fest Reed Pasaura. <br />