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LEGEND <br />perco%tion test hole <br />QSO/l boring <br />— — — — existing elevation contour <br />— — — proposed elevation contour <br />92*4 existing spot elevation <br />F9_2_*4_j proposed spot elevation <br />Elevations relative and assumed <br />❑ Elevations relot/ve to U. S. G. S. 1929 N. G. VD. <br />Notes: <br />certlllcate of Survey <br />SE)T/C SYSTEM SITE PLAN <br />1. Avo/d compaction of mound area before, during and <br />after construction <br />2. Verify before dr//ling that no septic tanks or septic oreos <br />ore within a 50 foot rad/us of proposed well location. <br />(100 feet for sho//Ow we//) <br />,T Verify before construction that no shallow wells are w/th/n <br />100 feet, or deep wells w/th/n 50 feet of proposed sept/c <br />tanks or mound area. <br />4. To extend the life of septic system pump septic tanks o <br />m/n/mum of every 2 ),vors <br />5. See attached sheets for additional construction detoi/s. <br />6. Site plan prepared by or under the supervision of Tony <br />Ellestad — M.P.C.A. Certlrrcot/on No. 1410 ` <br />° <br />0 <br />° <br />3 <br />lb <br />0 <br />s <br />0 <br />0 <br />\ \� �i \ <br />\ exi g oca \ 1 <br />LEGAL DESCRIPTION D T <br />\ \\ SUPP LIED BY CLIENT <br />2 60 \ That ?art of the East li 2 of the West 3/8 of the East Half of the <br />Beb Northwest r <br />o I 1;4 of section 31 Townshi 118 North Range 2., west of t5e <br />Principal 'Ieridian lying southerly of the Southerly right of way lite of <br />SB1 \ I county Road o and lying Northwesterly of a line drawn 50 feet <br />129 I I Northwesterly of and parallel with the following described line <br />` U Beginning at the southwest corner of Section 31, Township 118 Range nge 23; <br />N I I thence on an assumed bearing of North 0 degrees 40 minutes 43 seconds West <br />•. N I I I along t -he west line of the southwest Quarter of Section 31, a distance of <br />^ <br />777.9€i feet; thence Northeasterly 1313.29 feet along a tangential curve, <br />a I ; concave to the .southeast, having a radius of 1532.80 feet a <br />ang 11v •)r 49 degrees 05 min and a central <br />\ I I minutes216 seconds; thence North 48 degrees 24 <br />I minutes 43 seconds East and tangent to last described curve, 2725.85 feet <br />anaa:i 1in� there terminating. All according to the United States <br />Goverment and > t u.1t<_� in Henne:;n jaunty, :ainnesota. <br />lb <br />0 <br />� � I <br />opo E h <br />085 <br />52 .� O91 0 I I CITY CF <br />owes! /loa- _) <br />3 SITE PLA <br />r ORONO <br />R It APP1!0 � � N GRADING PLAN <br />� l000 ydrw, cas•r, E err e <br />nr —y <br />�S / <br />r �N Ipump rank -- O U� PlF -V— <br />DD <br />BY <br />©ATE r <br />Q2l �w '!-'✓tom w_ / I z _ . <br />/ 716 <br />NO . Tjpq stied and rocntlon of <br />t4isept/c sysem may drmrye after <br />t / sof borhg apd percn(otlon test <br />data IS ca»p/e <br />D <br />D I ' proposed prdnory and dtemate <br />septic sites <br />0 <br />9enCtM • Top of ton�e \ <br />f Bev = OQD <br />�o <br />6� <br />/ / \ <br />___98 \ <br />�- 9s <br />a <br />-- k <br />` GRAPHIC SCALE <br />1 / 50 0 25 50 100 <br />Gv/ ( IN FEET ) <br />1 inch = 50 ft. <br />o <br />/ O Denotes iron monument set <br />0 Denotes /yon monument found <br />Bear/ngs based on assumed data <br />/ hereby certify that 071:5 -surrey, plan or report was prepared by me <br />or under my direct supervision and that / am a duly Reg/stered <br />Lond Sur der dei the laws of the State of Minnesota. <br />Tony Err <br />Registraf/on No. 17549 <br />200 <br />Requested by <br />Jeff groll <br />IY66Pr0fess10n01 Services, Inc. <br />W <br />200 Central Avenue <br />8UMCIO, Minnesota 55 IJ <br />(672) 682-2587 <br />Book 19 <br />page 45 <br />RAT <br />Dots• <br />0.3-0.3-94 <br />„rob Na <br />94629 <br />