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SIITEIIUEM <br />ns OR.[il <br />74IS Wayuta Blvd.. Suite 112 <br />Minneapofit. Minnesota S5426 <br />NHMia; S4A-4f M <br />Data <br />iHar. km <br />Job No. <br />Ja<»U>eaWoV^/^;.ie ________ <br />6/^S^_______Cliant <br />Eorfbworl <br />Coolfoetor <br />Afft»aJa4 ____MHaapa <br />DaearfJab^^^^jr ^ Tra»al Tima ‘ <br />Total Haart <br />OaJab iMtc. <br />Ub. Tim# <br />Ktoect <br />S31.*l«uSSfATSfrc5t^ iS»v.5S5iSeo?wi^T?SiSt^ <br />RAL FART HEREOF. <br />Inspected the site of a proposed twin townhome near the corner of_ _ _ _ _ _ <br />Livingston s Blaine Ave*s In Orono. Minnesota. Conventional soil borings <br />were not performed to date. Therefore. 5 test pits were dug to confirm <br />soil beneath footing grade along the proposed bultdlng wall lines. A hand <br />auger was used to probe qn additional 2-3* deeper In each test pit, except <br />for test Pit tS._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ____ <br />Test pits <1 A 2 were dug to a dAp<-h of fi—7 hplnw «av^RMng <br />irfaryg^ pi revealed nn QryAnir* iriAf*P>ri a 1 ^ Anr^ r^onQl Qt*AH m.ainly nf <br />a Qti f’Oiiah «5an Hy r?1 ay.Hand ♦“sar 1 L <br />_ _ _ _ _ _Test pit 13 was dua to 6 feet deep« The upper 2* gonsigted of a <br />blacks mildly oruanlc sandv silt with roots. Soil from 2* to 4* depths <br />consisted of a stiff to touah silty sand and sandy clay from to 6^^ <br />nsmiunoN <br />SUBTERM^^ ENGINpiING INC <br />/cc \fslfeLfk^ Srg^, <br />/cu OroAA ,