Laserfiche WebLink
oYKUJLU I N&tt tngmeering Property Monitoring Wel) No L.MW-2 <br /> 212 Industrial Drive, Stockton, California <br /> Project No 034-98081 <br /> DATE DRILLED TYPE OF BORING <br /> Sept 23 & 24, 1998 4-114" 1 D Hollow Stern Auger <br /> RILLING EQUIPMENT ELEVATION & DATUM LOGGED BY <br /> Mobile 1161 HDX C Pyatt <br /> ,-411F ING METHOD DEPTH TO WATER FIRST COMPL 24 HRS <br /> 2" Modified California Split Spoon 33 5 <br /> LEL rn � <br /> 0 0 <br /> Elevarron o` c A n — <br /> )epth (Ft) o o_ y SOIL DESCRIPTION WELL <br /> CONSTRUCTION <br /> o 0 <br /> M U <br /> ' o <br /> ML 3 inches asphaltic concrete and aggregate base ;tet <br /> Fine sandy SILT {ML}, dark brown, slightly moist, drills <br /> CH easy, loose {filll �; ��' <br /> Stiff silty CLAY (CH), dark brown, slightly moist, high �� �• <br /> plasticity, drills firm r <br /> 5 XX 18 z Dark yellow-brown, trace fine sand, moderately plastic, <br /> 32 <br /> 41 white mottles <br /> j�� � • <br /> • r <br /> 10 XX 6 Increase drilling pressure f f <br /> 15 } <br /> 26b Al*� ;a <br /> �•l <br /> i <br /> ' CL Medium fine sandy CLAY (CL), yeilaw-brown, sligntly <br /> 15 NR 4 CH moist, non-plastic to low plastic, drills firm •, ''- <br /> XX 10 Silty CLAY (CH), light yellow-brown, moist, high plasticity, <br /> 12 very stiff, drills firm <br /> a <br /> ' f <br /> !f y <br /> Y ■ �+ <br /> 20 XX 10 1 / <br /> 13 Decrease sand <br /> 25 <br /> � s <br /> i <br /> r <br /> r <br /> 1 <br /> 30 XX 7 <br /> 12 <br /> 12 Increase in moisture <br /> 6 7 XX 7 <br /> Groundwater encountered ~� <br /> 35 - <br /> V <br /> I=Refusal greater than 100 blowsifoct KRAZAN & ASSOCIATES, INC Sheet 1 of 2 <br />