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!01013 <br /> `t L 3 �v X c�3 peelabso S 3 .: <br /> �G /D ';Q' -t7 ��s4orE <br /> teer,wAI V19W <br /> t <br /> NoYSs. <br /> F/cam� ^ om►wi"�, <br /> LLAI <br /> �9 7.4 <br /> SOIL BORING ELEVATIONS <br /> ...-. r7YG.v"1 4y3•S1 9Y�oy �NDIA 1CYRr Y THA EL•`IG� 3 <br /> .WWK '�� �ts�e r Aft MUST u WD =oTH.02 EL--M3 <br /> 11.\5V cwura trNT SMA olw '%bg ,ew 4ft&M16 THA EL-J4,1,3 <br /> I-4t I-ALs �acs� THA EL-.24/3 <br /> �39. � JS EL• 34� <br /> AEL•�9. S <br /> SL=T.BACKS <br /> System must be: <br /> Tank)0, from property lines <br /> U,'trom wens <br /> A SLS QIV M UND JJL'firm Bldgs. <br /> 00w) Tnalment area,:,•,. from lakes, streams <br /> �YPB• iw psfcoWion tab„�ealA,lkkh tjdest�n.t�sq,R1�t Mbt>Nttt o b�� � Treatment area,2,-'from Property Ones <br /> � <br /> PLO*at �...�of b"W"ant r 1101Lwlddt .� so •fmm wen <br /> apt ,to t x 1M40 •gyp.x j-R.lawn ana seeded) �'}� %o•from bldgs. <br /> qwl tlpolc needed- S sqn• M ars x •de of rock• 3� cuht'tY••.�. 4"to t 1/2"dW»Includes Z"of rock above pipe) <br /> Co:thre washed eNan$old!Iq NOW rock needed�Y b�lc t'� au yds.spprox..topsoil G" 74-cu.yd.Ave sand depth .i, � <br /> �aLYru•approx. sandy loam AovSoyo rorso,� Cv.YO. <br /> Nuawof tanks hgtdnd .,1st ttitrtittom,GALL 2nd tank JEAs al.minimums plus pumpin0 trNamber ,�,a i,+ 1 back drainage- <br /> gal capacity—M of daily sewage now o! sn al.• t L f rMrvw storage of 150 gat1BR ;_.ga pipe <br /> 00 Nn n.of�,"dia.supply pipe,on&needed��p manifold�gaWC0 lin ft of—,.2 "0-pipe@ itn.lt.needed,Z a Date:Dio i1, Ph. 763-498-8779 <br /> toW espsdtl►neWaft.1 gal.Wus area for pump)use min.�gat.cap. PROPERTY OF:Too Y RINE L Rusty 01son's Soil and Percoladon Testing <br /> t9sidbution pipa.2."diL.�- 13:"ML perforations "apart -rUR RAN Rein Designed _. <br /> Float id sk a t! 0dWL ...'L Tk=Per ENW. Oa.,,, ��NrPA/ e-QUOvf Y --- <br /> PWM MM 5&i Mia.39,tit Heed Pramure. <br />