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<br />I D AMERICAN <br />... ENGINEERING <br />I TESTING, INC. <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I ---- <br />DEPTH: DRILLING METHOD <br /> <br />I <br />I <br />I <br /> <br />AET JOB NO: <br /> <br />PROJECT: <br /> <br />DEPTH <br />IN <br />FEET <br /> <br />SUBSURFACE BORING LOG <br /> <br /> <br />01-01184 LOOOF BORING NO. 5 (P. lofl) <br />2002 Street Improvements. Waldon Place/Hunters Court; Arden Hills, MN __.... <br /> <br />SURFACE ELEVATION: <br />MATERIAL DESCRIPTION <br /> <br />,3.5" Bituminous oavemcnt .~ <br />~ 6.5" Crushed limestone base, Ii,.ht br~~ .. .. .u __, <br />1 - Fill, mostly sandy lean clay, a little gravel, gray <br />and brown (A-6) <br /> <br />2 - <br /> <br />3 <br /> <br />4 <br /> <br />Sandy lean clay, a little gravel, possible cobbles, <br />brown and gray mottled, firm to hard (CL) (A-6) < <br /> <br />5 <br /> <br />6 <br /> <br />7 <br /> <br />8 .. <br /> <br />END OF BORING <br /> <br />Location: Waldon Place. 11 "'E" ()IClL, /37' <br />"$" alBentan Way C/L <br /> <br />0.7' <br /> <br />3.25" HSA <br /> <br />DATE <br /> <br />TIME <br /> <br />4/5100 <br /> <br />9,04 <br /> <br />COMPLETED: 415100 <br /> <br />CC: SS CA: WP Ri: 1 <br />2199 <br /> <br />N MC SAMPI.ll REC. FIELD & LABOlv\TOJ('. <br />TYPE IN. WC DEN1.LL _I f'L <br /> <br />I I <br />I <br />I <br />I <br /> <br />GEOLoGY <br /> <br />FILL <br /> <br /> <br />SS <br /> <br />15 <br /> <br />8 M <br /> <br />SS <br /> <br />IS <br /> <br /> <br />55 <br /> <br />IS <br /> <br />8 M <br /> <br />TILL <br /> <br />12 M <br /> <br />55 <br /> <br />20 <br /> <br />36 M <br /> <br /> <br />WATER' <br />LEVEL <br />None <br /> <br />I <br /> <br />i <br /> <br />I I <br />I I <br />J ....L. <br /> <br />NOTE: REFER TO <br /> <br />T1lEAITAClIED <br />SHEETS FOR AN <br /> <br />EXPLANATIO <br /> <br />TERMINOLOU <br />ON THIS lOG <br />