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<br />I ri' ;~~~~NG SUBSURFACE BORING LOG <br />!i.J TESTING, INC. <br /> <br />I AET JOB NO: 96-2601 LOG OF BORING NO. 6 (P. 1 of 1) <br /> <br />. PROJECT: 1997 Street Reconstruction Proiects; Arden Hills. MN <br /> <br />I DEPTIl FJELD & LABORATORY TEST <br />IN SURFACE ELEVATION: GEOLOGY N MC SAMPLE REC. <br />FEET MATERIAL DESCRlPTION TYPE IN. WC DEN LL PL %-200 <br />\0.75" Bituminous pavement rr-- <br /> <br />I I- <br />Fill, mostly sand with silt and a little gravel 16 M SS 16 <br />2 - brown (A-3) L <br />I FIL <br />7 M SS 16 <br /> <br />3 Fill. mostly sandy lean clay with a little gravel <br />I 4 - brown and dark gray (A-6) <br /> <br />5 - Silty clay with sand, reddish brown, very stiff ~CUVIUl'v 19 M SS 16 <br />(CL-ML) (A-4) OR* <br /> <br />I 6 P <br /> <br />7 - Clayey sand with a little gravel, reddish ~. '.' TILL <br />I brown, very sliff (SC) (A-4 or A-6) .----. 20 M SS 18 <br />g - . -- <br /> <br />9 -0 <br /> <br />I 10 - 13 M SS 18 <br /> <br />.... 11- <br /> <br />.. 12 - Lean clay with sand, a trace of gravel '[Jix\:gR <br />I 13 - reddish brown, stiff to hard (CLl (A-6) ALLUVlUlI! 32 M SS 18 <br /> <br />V/ <br />14 - <br /> <br />I 15 - 29 MISS 18 , <br /> <br />I 16 END OF BORING <br /> <br />*WEA THEF ED <br />TILL <br />I Location: James Avenue, 16'W of C/L <br />I 144'N of Indian Oaks Trail C/L <br /> <br /> <br />, <br /> <br /> <br />, DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFERTO <br />I I SAMPLED CASING CAVE-IN DRILLING WATER THEATIACHED <br />I 0-14.5' 3.25" HSA DATE TIME DEPTH DEPTH DEPTH FLUID LEVEL LEVEL <br />.. I 0/11/96 4:00 16.0 14.5 15.9 None SHEETS FOR AN <br />0/11/96 4:10 16.0 14.5 15.9 None EXPLANATION OF <br />I BORING - TERMINOLOGY ON <br />COMPLETED: 10/11/96 0/11/96 4:b 16.0 - 6.8 None <br />THtS LOG <br />CC: SG CA: GH Rio: 4R <br />, 4/90 <br />