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<br />1(1 <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 />I <br />I <br />I <br />I <br /> <br />AMERICAN <br />ENGINEERING <br />TESTING, INC. <br /> <br />SUBSURFACE BORING LOG <br /> <br />01-01184 I.OGOF BORING NO. 8 (p. 1 of l)._~ <br /> <br />PR,=-~~ 2002 Street Improvements...~a"~~n.~~~~e/Hunters Court; Arden Hills, .~... ...- . __Ii <br /> <br />DEPTH SURFACE ELEVATION: GEOLOG MPLE REC. FIELD &. LA~5'RJ\TORY.~~TS <br />IN <br />FEIIT MATERIAL DESCRIPTlON TYPE IN. we DEN LL PI I"; "n~ <br />\.3" Bituminou:n>>vement _r,' .'U'.~ , I ! <br />\3:'.we.~.tI!~!'!tg or reclaimed bituminous pavement! --- FILL OS I <br />1.. 13" Crushed I imestone base. light brown DS ! <br /> <br /> <br />2 .1... Fill, mosfly sandy lean -~I:' a~~~le gra~~ light fiLL o~ OS I <br />3. gray and brown (A-6) (may be natural till) TILL <br /> <br /> <br />4 - <br /> <br />END OF BORING <br /> <br />Locazion: Bemon Way. 10' "En ofClL. 329' "S" <br />of Harriet Avenue elL <br /> <br />DEPfH: <br /> <br />DRILUNG METHOD <br /> <br />y N Me SA <br /> M - <br /> M <br />- - <br /> M <br />. <br />.. .. ... .- <br />... ... ~... ",-... .. ... <br /> <br />I <br />., <br /> <br />l_ <br /> <br />, <br />I <br /> <br />r <br /> <br />0-4'1,' <br /> <br />6"FA <br /> <br />TIME <br /> <br />WATER LEVEL MEASUREMENTS <br />SAMPLED; CASING C.A VB.IN: DRILLING ! <br />DEPTH I DEPTH DEPTH FLUID LEVEL <br /> <br />DATE <br />4/51(J2 <br /> <br />U:30 <br /> <br />4.5 <br /> <br /> <br />_vC;:OMPLETED: 415/02 <br />CC: SS CA: WP Ri: 1 <br />2/99 <br /> <br />None <br /> <br />NOTE: ReFER TO <br />WATER THE A1T,\ClIED <br />[.EVEI. , <br />Non.. ' StiEET, Hll< ,\N <br /> <br />~ EXPLANATION or <br /> <br />" TERMINOLOGY <br /> <br />ON TJIlS LOG <br /> <br />4.5 <br /> <br />** TOTAL PAGE.09 ** <br />