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c1999 Westwood Professional Services, Inc. <br /> Jr ----- N <br /> -/ <br /> LEGEND <br /> W ' 1011111 <br /> Ow existing we// <br /> soil boring <br /> .► Q percolation test <br /> 44 ./..........e. .41h, <br /> x existing fence <br /> Abillill , <br /> 'or existing deciduous tree <br /> CO * existing coniferous tree <br /> Al — — — — existing elevation contour <br /> illeiOI.4iiiiorr �`� 1 �� NN 92+,4 existing spot elevation <br /> 920-4 proposed spot elevation <br /> PROPOSED , p S <br /> WELL Q / / Elevations relative and assumed <br /> X / O Elevations relative to U.S.G.S 1929 NOVO <br /> Z (� Denotes proposed surface drainage <br /> SB11 <br /> 4 <br /> ALTE ' ATE SEPTIC ITE Notes: <br /> 2-1300 GA – _ (MOUND SYSTEM T- — 1. Avoid compaction of mound area before, during and <br /> CAST - IC TANKS �O� A 630 RO :ED) after construction <br /> SB10 <br /> AO 2. Verify before drilling that no septic tanks or septic areas <br /> 10 ¢ are within fa <br /> 50siva//ofoowt radiwe//� <br /> us of proposed well location. <br /> SB30 Rock SB3 (100 feet for <br /> \' SB.33948 K •f0 <br /> SB53 <br /> o ; J. Verify before construction that no shallow wells are within <br /> 9 �� 100 feet, or deep we/!s within 50 feet of proposed septic <br /> - l'Aimpilv <br /> pump tan ��,.�' �, 46NN tanks or mound area. <br /> • <br /> SB64 <br /> 16.2 <br /> 6 2 l '' 4. To extend the life of septic system pump septic tanks a <br /> SB34 B9A f minimum of every 2 years. <br /> ,p a f <br /> ��, I M AR _ TIC , 5. See attached sheets for additional construction details. <br /> 18.9 ( .U N D S YS T I TH 6. Soil Classified <br /> A . 0 SF R• _. :Epas Burnsville Sandy loam (BuC) 5-12% slopes, <br /> / according to the U.S. Deportment of Agriculture soil Survey <br /> ��, • <br /> / 7 Site plan prepared by or under the supervision of Bernie <br /> 75' 94 J .� <br /> Si <br /> Miller- M.P.C.A. License No. 3 <br /> PON1?�SEPTIC TBACK 631 __�_.1-� )15Date -4W-- c <br /> a D <br /> / <br /> 0 40 80 120 <br /> lir W e S Westwoodt Property location: DESIGNED BCM REQUESTED BY: DATE <br /> [ <br /> Professional Services, Inc DRAwN BCM Septic System 4/20/99 <br /> 10Job No. <br /> Marty Drive, Suite 3 Lot 5, CARRIAGE HILL, Orono — Site Plan Bohland Development <br /> Buffalo, MN 55313 <br /> CHECKED JMc <br /> 612 682-2587 <br /> Plymouth,MN. 198795) <br />