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<br />· l] AMERICAN <br />A ENGINEERING <br />I TESTING, INC. <br /> <br /> <br />. <br />I <br />I <br />. <br />. <br />I <br />I <br />~ <br />I <br />I <br />. <br />I <br />I <br />. <br />I <br /> <br /> <br />I ~S9MPI.F.TED' 4/5/02 <br />cc: SS CA: WP Ri: 1 <br />2/99 <br /> <br />I <br /> <br />SUBSURFACE BORING LOG <br /> <br />.~ <br />01-01184 LOG OF BORiNG NO 8 (p. I of!L .... i <br />2002 Street Improvements. Waldon Place/Hunters Court; Arden Hills, MN __. _ ___ ! <br /> <br />;~~~OG P~~ REC. FIELD ;~-LA~?RATORY1E.STSI <br />PE IN. WC DEN LL 1 PI I"; 2()~ <br />. ---- -- ----- I, I <br />~ ~ I <br />DS ! <br /> <br />MT lOB NO: <br /> <br />PROlECf: <br /> <br />DEPTH <br />IN <br />FEET <br /> <br /> 1--- ....~ .~ '''.'-' -. . ,un <br /> i SURFACE ELEVATION: <br /> MATERIAL DESCRIPTION . <br /> \.3': Bituminous oavement ....... ._M .--. f_ -.-- <br /> \3"We~tI1~re.(\ or reclaimed bituminous pavement( PI <br /> i 13" Crushed limestone base, light brown <br /> I ~ ,.-. . .--- <br />t <br />i Fill, mostly sandy lean clay, a little gravel, light FI <br /> gray and brown (A-6) (may be natural till) TI <br /> END OF BORING <br /> LoCal/on: Bemon Way, 10' "E" olCIL, 319' "S" <br /> of Harriet Avenue CIL <br />1 <br />I <br />I <br />I <br /> - .. - . <br /> <br />1-- <br /> <br />2 - <br /> <br />J <br /> <br />4 -- <br /> <br />DEPTH: <br /> <br />DRILUNG METHOD <br /> <br />LLOR <br />LL <br /> <br />y N MC SAM <br /> TY <br /> M ?- <br /> M <br />- - <br /> M <br />.. - .-.. <br /> , <br /> I <br /> I <br />.... .... .... L <br /> <br />l_ <br /> <br />DS <br /> <br />0-4VJ.' <br /> <br />DATE <br /> <br />TIME <br /> <br />WATER LEVEL MEASUREMENTS <br /> <br />SAMPLEDi CASING CA VE.IN' DRlLUNG : <br />DEPTH I DEPTH DEPTH FLUID LEVEL <br /> <br />4.5 None 4,5 <br /> <br />NOTE, REFER TO <br />WATI'.R THE AITACIlEIJ <br />l.EVEI- , <br /> <br />6"FA <br /> <br />4/5/02 <br /> <br />U:30 <br /> <br /> <br />None <br /> <br />SHEETS l'Ol<'\N <br />i EXPl.ANATION or,' <br />TERMINOLO(jY <br />ON THIS LOG <br /> <br />** TOT~L P~GE.09 ** <br />