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04/21/1999 - letter re: sept. syst. site plan
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04/21/1999 - letter re: sept. syst. site plan
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Last modified
8/22/2023 3:22:10 PM
Creation date
3/27/2019 2:41:38 PM
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x Address Old
House Number
2140
Street Name
Carriage
Street Type
Lane
Address
2140 Carriage Lane
Document Type
Septic
PIN
1011723240035
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c1999 Westwood Professional Services, Inc. <br /> e- <br /> LEGEND <br /> \ . <br /> Agg <br /> \ iiv^- w existin we// <br /> \20 75' j D/SEPTI SE : ' _ soil boring <br /> Q percolation test <br /> x existing fence <br /> Alk . <br /> --- existing deciduous tree <br /> \ existing coniferous tree <br /> IRK <br /> \ "�'�.�� / — existing elevation contour <br /> 92*4 existing spot elevation <br /> A <br /> �. ��� proposed spot elevation <br /> \ i . <br /> o Elevations relative and assumed <br /> WAL ATE SEP C SITE Elevations relative to U.S.G.S. 1929 NO VD. <br /> \ (4 i e Q ID Denotes proposed surface drainage <br /> � N .)C' s62 GRAVELESS TRENCH) <br /> SB4 SB60 <br /> \ 11 Notes: <br /> 073,.."...""`"../ le /\ <br /> � \ 1. Avoid compaction in septic area before, during and <br /> N.NNIIII"ININ\ <br /> / after construction <br /> k <br /> \ . . O 2 N. `` /� 2. Trenches ore to be instal/ed para//e/ to the contours and the <br /> Itrench excavations are not to exceed a maximum depth of <br /> Orn C 12 inches below the existing ground surface. <br /> 0 m cP �, ' :4- DROP BOX <br /> M . <br /> CLT44 <br /> \ 5 Verify before drilling that no septic tanks or dra/nf/e/ds <br /> 7 <br /> are within a 50 foot radius of proposed well location. <br /> �� (100 feet for shallow well) <br /> �� 1,1114 <br /> `� j 4. Verify before construction that no shallow wells are within <br /> •JO" ,ROPOSED , 100 feet, or deep wells within 50 feet of proposed septic <br /> PRIMARY S E P TI• S YS TE tanks or drainfierd area. <br /> X L (41 LF OF 10 ID �0 5 To extend the life of septic system pump septic tanks a <br /> �' G VELES: TRENCf , minimum of every 2 years. <br /> _______.,--------% / <br /> On_ <br /> (.77../ <br /> 6See attached sheets for additional construction details.details.7 Soil Class/17e°'Class/17e°' as Burnsville sandy loam (BuC) 6 12% slopes, <br /> Irk • <br /> __.-------->c <br /> according to the U.S. Department of Agriculture soilSurvey <br /> +. �► 8. Site plan prepared by or under the supervision of Bernie <br /> %re <br /> Miller— M.P.C.A. License No. 3 <br /> aOrL'`" r71A Date g-,/'-?P <br /> 1 <br /> N. / ,.., ,, U <br /> 0 2p 41 <br /> N , V / ?yr. 41 <br /> 1.11 -1ell , <br /> \ 0 40 80 120 <br /> / / 11 <br /> V' Westwood Property location: DESIGNED BCM REQUESTED BY: DATE <br /> Westwood ProfessionalSeptic System 4/20/99 <br /> ] [ <br /> 104 Marty Drive, Suite 3 Lot 4, CARRIAGE HILL, Orono DRAWN BCM Bohiand Development <br /> [ <br /> Buffalo, MN 55313 <br /> CHECKED JMC Site Plan <br /> 612 682-2587 Job No. <br /> Plymouth,MN. 98795 <br />
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