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<br />I rJ AMERICAN <br />1 ENGINEERING <br />I TESTING, INC. <br /> <br />. <br />I <br />I <br />I <br />I <br />I <br />I <br />. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />SUBSURFACE BORING LOG <br /> <br /> <br />PROJECT: <br /> <br />-, <br />01...()1184 LOG OF BORING NO. 1 (p. 1 of D. <br /> <br />2002 Street Improvements. Waldon Place/Hunters Court; Arden Hills. MN ____ I <br /> <br />SURFACE ELEVATION: GEOLOGY N I M~- S~~ REC. FlELD&LAilOi\TOj<~P':1'IS <br />MATERIAL DESCRIPTION ' TYPE IN. WC DEN LL: Pl 1\\ 2D <br />, ' <br />- -- - ---j---- --- - .~ -- 1 i <br />7.5" Bituminous pavement Ii! <br />I _ ,2.5" Crushed limestone base, light b~~._ I : <br />10 M 55 12 <br /> <br />DEPTH <br />IN <br />FEET <br /> <br />7 M <br /> <br /> <br />55 <br /> <br />t5 <br /> <br />2 <br /> <br />3 <br />Fill, mostly sandy lean clay, a little gravel, <br />brown. a little gray (A-6) <br />4- <br /> <br />FILL <br /> <br />5 .-, <br /> <br />4 M <br /> <br />55 <br /> <br />6 <br /> <br />6 - <br /> <br />7 -- <br /> <br />4 M <br /> <br />58 <br /> <br />12 <br /> <br />8 -. --..-.-.---- <br />Sandy lcan clay, a little gravel, brown, soft (eL) <br />(A.6) <br />9 END OF BORING <br /> <br />~ TILL <br /> <br />Locarion: Hunrers Court, 7' 'WE" ofC/L, 48' <br />"SE" of Benton Way C/L <br /> <br />I <br /> <br />0.7' <br /> <br />3.25" USA <br /> <br />DATE <br />415102 <br /> <br />TIME <br />11:35 <br /> <br />...1_- <br /> <br />WATER LEVEL MEASUREMENTS <br />ISAMPLED CASING CAVE-IN DRILLING <br />,DEPTH DEPTH DEPTH FLUID LEVEL <br />I . <br />9.0 7.0 4.5 ! <br /> <br />NOTE: ImFER TO <br />ftJHl: ! TlJE ATrACHFn <br />None I SHEETS FOR AN <br />EXI'LANATlON OF <br />TERMtNOLOGY <br />ON THIS LOG <br /> <br />DEPHl: <br /> <br />DRILLING METHOD <br /> <br />COMPLETIlD~ 415102 <br /> <br />CCo 55 CA: WP Rig: 1 <br />2199 <br />