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<br />~~ <br /> <br />STS Con~_. LtG. <br />SITE L0CA 7101\; <br /> <br />... <br />II) <br />II) <br />.... <br /> <br />I <br />I ; <br />I - <br />, ~ I <br />I ~ I <br /> <br />c: <br /> <br />.- <br /> <br />~ <br />::. <br />c <br />XI <br /> <br />... <br /> <br />11623 <br /> <br />LOG OF 10_ ..UII.... <br /> <br />:JWNER <br /> <br />: Independent School District <br />r ""'OJECT NAME <br /> <br />I Former Lexington School <br /> <br />1130 W. County B <br />Roseville, Minnesota <br /> <br />B-10 <br /> <br />ARCHITECT E'IGINEER <br /> <br />I: t I : <br />'t' ~ I <br />J- j ~ I > I <br /> <br />= 'I' ~ i ~: <br />~ ~ I. <br />" , ~ I ~ I SURFACE ELEVATIO"l <br /> <br /> I : <br /> I : <br /> I <br /> I <br />1 S sill :I L <br /> -~- <br /> <br />/ ~~ I <br />,2A SS",,, <br /> <br />; . <br />, I <br /> <br />; 3 SS; 11111 j <br />i <br />4 iSS I <br />4A !SS 1\ III <br /> <br />II <br /> <br />lJ. II <br /> <br />., ISS I <br /> <br />::'E5CR;;:>Tln"l OF "'ATEP'Al <br /> <br />Not obtained <br /> <br />4 Inches asphalt <br /> <br />Sandy clay to silty clay - brown - <br />(CL) <br /> <br />Sandy clay, little silt - brown <br />with mottling - (CL) <br /> <br />Silt, trace clay - gray - wet - <br />loose - (ML) <br /> <br />II <br /> <br />SA :SS II II Sandy clay, little silt - brown <br />I \ with mottling - dry - (CL) <br /> <br />End of boring at 14.0 feet. <br />Hollow stem auger~d to full depth. <br /> <br />Grouted borehole with neat cement <br /> <br />HNU (PID) meter was equiped with <br />a 10.2 ev lamp calibrated to <br />isobutylene. PID background level <br />was recorded at 0 HNU units. <br />No Petroleum odors dectected in <br />boring. <br /> <br />STS Consultants, Ltd. <br />~ ","CONF'NED CO"_ESSIVE STRP'GTH <br />~ ""')"45"' <br /> <br />... c <br />Q) 0 <br />~~ <br />::J= <br />ZQ) <br />J:'O <br /> <br />I <br /> <br /><: <br /> <br />~'_.STIC <br />_ ~IT" <br /> <br />""..TER <br />':::>~TENT . <br /> <br />~-----..----~ <br /> <br />40 <br /> <br />'0 <br /> <br />20 <br /> <br />- <br /> <br />4 <br /> <br />5 <br /> <br />~ <br /> <br />STANOARD <br />PE"ET"AT10N <br />20 30 <br /> <br />_,QUIO <br />._,....IT" <br /> <br />30 <br /> <br />50 <br /> <br />o <br /> <br />'0 <br /> <br />i <br />I <br />I <br />@/1 <br />\ <br />cglJ <br />: ~ Q92~ <br />: ~ i <br />'/ ! <br />~~ i <br />" i I <br />I <br /> <br />BLOWS FT <br />40 50 <br />I <br />I <br /> <br />THlI'IJIIATll'lCATION UNIIMPMIINT THE APPfIOIIlllA1'E IQUNDAIIY UNU II1WIIN lOlL T'tPU. IN IrTU. THI ~ MAY .. .""!,,,I.&\ <br /> <br />WL <br /> <br />WL 10.5 ft.1CR <br />WL <br /> <br />M.: ,.. <br /> <br />W8 OR WO <br />"at <br /> <br />IONNG ITARm) 2/8/91 <br />IOfING COMPLeTED 2/8/91 <br /> <br />Minnesota <br />DMWN.... kvc IHHT NO. <br /> <br />ITS OPPICE <br /> <br />o <br /> <br />o <br /> <br />o <br /> <br />o <br /> <br />OQ/17 <br />I <br />i <br />i <br />, <br /> <br />RIG D-50 <br /> <br />FOREMAN GD <br /> <br />A..-o .... JLP <br /> <br />ITS Joe NO. <br /> <br />1 0# 1 <br />95192-YF <br />