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<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 />I <br /> <br />(1 AMERICAN <br />! ENGINEERING <br />TESTING, INC. <br /> <br />SUBSURFACE BORING LOG <br /> <br />PROJECT: <br /> <br />01-01184 LOG OF BORING NO. 1 (p. loUt __ <br /> <br />2002 Street Improvements. Waldon Place/Hunters Court; Arden HiUs. MN _..__ I <br /> <br />SURFACE ELEVATION: GEOLOCY-:- M~-t~ZE REC. FIELD&WCHZ\TOl<Y1rts,'TS <br />MA'f1lRlAl. DESCRIPTION TYPE IN. we DEN LL i PL i\\ 2 <br />7.5" Bituminous pavement . .--, --- ---- ----- --' j <br />1 _ ,,2.5" Crushed limestone base, liJdlt bl'l!~L i <br />10 M SS 12 I <br />, <br />I <br />, <br />, <br /> <br />7 M <br /> <br /> <br />SS <br /> <br />, <br />, <br />I <br />15 <br /> <br />Am' JOB NO: <br /> <br />DEPTH <br />IN <br />FEET <br /> <br />2 <br /> <br />3 <br /> <br />Fill, mostly sandy lean clay, a little gravel, <br />brown, a linle gray (A-6) <br /> <br />FILL <br /> <br />4 <br /> <br />5 .. <br /> <br />4 M <br /> <br />SS <br /> <br />6 <br /> <br /> <br />6 <br /> <br />7-- <br /> <br />4 M <br /> <br />SS <br /> <br />12 <br /> <br />s - ._--._.-.... <br />Sandy lean clay, a little gravel, brown, soft (CL) <br />(A.6) <br />9 END OF BORING <br /> <br />~ TILL <br /> <br />I <br />I <br />I <br />I <br />i <br />I <br />I <br /> <br />Locatioll: Hunrers Court, 7' "NE" ofC/L, 48' <br />"SE" of Dell tOil Way ClL <br /> <br />Q.7' <br /> <br />3.25" HSA <br /> <br />DATE <br />4/5102 <br /> <br />TIME <br />11:35 <br /> <br />WATER LEVEL MEASUREMENTS <br />SAMPLED CASING CAVE.IN DRILLING <br />DEPTH DEPTH DEPTH FLUID LEVEL <br />9.0 7.0 4.5 i <br /> <br />"__'d" .1 <br />i NOTE: llBFER TO <br />WATER I <br />LEVEL i nIB ATTACHFD <br /> <br />None I SHEETS FOR AN <br /> <br />EXPLANATlO <br /> <br />TERMINOLO <br /> <br />ON nus LOG <br /> <br />DEPTH: <br /> <br />DRILLING METHOD <br /> <br />COMPLllTllD: 4/5/02- <br /> <br />CC: SS CA: WP Rig: 1 <br />2/99 <br />