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Home My WebLink About12-09-2016 Septic Certificate of ComplianceSoil Observation Log r F w v.SepticResource.com vers 12:4<.'_ " t,, Owner Information 4 Property Owner/project: Date 3/22/2016 Properiy Address/PID: 4220 Chppewa Lane, Orono Soil Survey Information refer to attached soi survey Parent matl's: 0 Tili Outwash Lacustrine Alluvium Organic Bedrock landscape position: Summit Shoulder Side slope Toe slope soil survey map units: 5' K:,-rv-i slope ! % direction- doW11h111 Soil Log#1 Q Boring P t Elevation Depth to SHWT j( `' Depth(in)Texture fragment% matrix color redox color consistence grade shape 35 loose loose single grain 35 -SO e granular b 50 f moderate prismatic platy r t? t—`'"'- rigid strong massive 35 loose loose single grain 35 -50 fri ce granular bl f 50 Z f nn moderate prismatic aty l - Z rigid strong massive 35 loose loose single grain 35 -50 fri w granular b eel c moderate prism ci c pS 50 3 I'lgid strong massive 35 S loose loose s,no e gra n 35 -50 friable weak granular c j 50 y Z f, mod 1te prismatic platy gid st1'ong massive 35 loose loose single grain 35 -50 friable weak ra,ar btocky 50 f moderate prismatic plary rigid strong massive Comments: 4220 Chppewa Lane, Orono Soil Log#2 r`<. Borin g P t Elevation Depth to SHWT i ! Depth(in)Texture fragment% matrix color redox color consistence grade `" e loose loose single grain35 35 -50 granular fi1'iri moderate prismati platy r` '' e. 50 l j i f- ilgld St1'Orig massivef 35 loose loose single grain granular35 -50 g moderate prismatic i 50 L rigid StYong massive loose loose single grain35 granul t i y35 -50 lrm moderate prisma c ptaty y I r 50 rigid strong massive 35 lo0se loose single grain friable weak 35 -50 granular bl j%( fil" 111pd ' prismatic laty 50 rv I'lgld strong massive 35 loose loose single grain friable weak granular b ocky35 -50 finn moderate prismatic platy 50 rigid strong massive 4220 Chppewa Lane, Orono Soil Log#3 Boring Pit Elevation Depth to SHWT` Depth(in)Texture fragment% matrix color redox color consistence grade shape 35 loose loose single grain 35 -50 a W granular block O j rm mo erate prismati i. 50 rigid strong massiveC. 35 IOOSe IOOSe single grain a e W granular35 -50 50 moderate prismatic platy C[.— rlgid strong massive 35 loose loose single grain friable weak granular G 35 -50 f o at Prismat'c 2 J SQ 3 I'igid strong massive 35 loose loose single grain friable weak granular blo35 -50 t d '/ 50 mod te prismatic p a r gid strong massive loose loOse sin le grain35 friable weak granulaz blooky35 -50 fll1T1 moderate prismatic platy 50 rigid strong massive I ereby certi is work was completed in accordance with MN 7080 and any local reg's. l Designer Signature Company License# ZZ,v 1.,;opt a- Soil Log `'' f'-Po a.. Boring Pit Elevation Depth to SHWT_ -_ j,, Depth(in) Texture fragment% matrix color redox color consistence grade shape"' .. loose loose35 single grain 35 -50 ie—granulaz j f moderate prismatic platy 7 g,+'1 50 I Zf.z rigid strong massive 35 loose loose single grain f i'ab e w.ear,.,... _ganulaz b35 -50 3 f l-2t ,SILi-- 50 f moderate prismatic platy rigid Snong massive 35 loose loose single grain 35 -50 weak granular bl cl y zQ.SQ firm rilOCIE2't. Prismatic `platy rigid strong massive 35 p T loose loose single grain friable weak granu ar blo k35 - 50 Z` t""50 o erate Prismatic p a rigid strong massive 35 loose loose single grain 35 -50 friable weak granular blocky 50 moderate prismaiic platy rigid Sn-ong massive t SOII LO g S r--L7 Boring Pit Elevation Depth to SHWT z Depth(in) Texture fragment% matrix color redox color consistence grade shape 35 lOOse lOOse single grain 35 -50 friable weak granulaz bioct y 50 r, 2- f moderate prismatic p(aty rigid strong m sive 35 loose loose single grain 35 -50 friable weak anutaz blocicy Zl C(,.,50 j f moderate prismacic platy L1 rigid strong massive 35 J / loose loose single grain 35 -50 lC(.'^- fi-iable weak anu ar blocky 50 f'"moderate prismatic platy Tlgid strong massive 35 loose loose single grain 35 -50 friable weak granutar blocky 50 f moderate Prismatic platy rigid strong massive 35 loose loose single grain 35 -50 friable weak granulaz blocky 50 f moderate prismatic platy rigid strong m sive 1 her y cer his work was completed in accordance with MN 7080 and any local req's. Z, Designer Signature Company License# Soil Log c j . Boring Pit Elevation De th to SHWT ``"P u , e':;. Depth(in)Texture fragment% matrix color redox color consistence grade s a'e, : - 35 loose loose 51g-- 35 -50 granul S 5 Pili moderate prismatic platy,r massiverigidstrong 35 loose loose single gra n 35 -50 f€i bi-'' a C,gra"'Jer;:c iry s,Z2 50 ltnnmoderateprismaticplaTy S E-- rigid strong massive loose loose single grain35 fr} _, weak _.35 -50 granular hlg.c cy m..... r_5 y fii'm 1Tlo rate prismatic pFaty Zl'" rigid Snong massive 35 loose loose single grain C..='t able weak granular b35 -50 as . G 50 fi mo ei3fe Prismatic p`tary` r ngid strong __ massive 35 loose loose singfe grain friable weak granular blocky35 -50 1 moderate Prismatic platy50 rigid strong massive Soil Log Boring Pit Elevation Depth to SHWT Depth(in) Texture fragment% matrix color redox color consistence grade shape 35 loose loose single gain friable welk granulu blocky35 -50 f1rn1 moderate prismatic platy50 rigid St1'ong massive 35 loose loose single grain 35 -50 friable weak granulaz btocky f mOderate prismatic platy50 rigid Snpng massive 35 loose loose single grain 35 -50 friable weak granulaz blocky firm moderate pr[smatic platy50 iigid strong massive 35 loose loose single grain 35 -50 friable weak granutar blocky 1 moderate prismatic platy50 rigid strong massive 35 loose loose single grain fi-iable weak granular blocky35 -50 fin'n moderate p ismatic platy50 rigid S ppg massive 1 her by cert t t ork was completed in accordance with MN 7080 and any local req's. Designer Signature Company License#