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' PROJECT H&H Engineering Property Monitoring Well No MW-1 <br /> 212 Industrial Drive, Stockton, California <br /> Project No 034-98081 <br /> DATE DRILLED TYPE OF BORING <br /> I Sept 23, 1998 4-114" 1 D Hollow Stem Auger <br /> .)BILLING EQUIPMENT ELEVATION & DATUM LOGGED BY <br /> Mobile B61 HDX C Pyatt <br /> FLING METHOD DEPTH TO WATER FIRST COMPL 24 HRS <br /> 2" Modified California Split Spoon 338 <br />' Veiavon <br /> Depth (Fr) oa a y m iSOIL DESCRIPT{ON WELL <br /> 1 � 3 R CONSTRUCTION <br /> m � <br /> 0 <br /> ML 3 Inches concrete I "� <br /> Medium sandy SILT (ML) with coarse cobbles, yellow- • + <br /> fbrown, slightly moist, drills easy (fill) ��i •., <br /> Clayey SILT (ML) with trace sand, dark brown, moderately <br /> 5 r•? <br /> XX 19 plastic, slightly moist, drills easy <br /> 31 Light yellow-brown j <br /> I 41 l .� �• <br /> . 1 � <br /> I'me sandy SILT (ML) with clay, light yellow-brown, non- j •; i f <br /> 10 XX 13 plastic, slightly moist, drills easy w • <br /> 31 <br /> 37 <br /> ra , <br /> Clayey SILT (ML), light yellow-brown, moderately plastic, <br /> . slightly moist, drills easy <br /> 15 y <br /> XX 5 € •7 • <br /> 7 1 • y <br /> 10 `� <br /> I s _ <br /> l •� <br /> 20 XX 5 I� ` <br /> 13 <br /> 21 <br /> � I <br /> 25 XX 8 CL Silty CLAY (CL), light yellow-olive brown, moderately ~�=' <br /> 25 plastic, moist, drills easy <br /> i 30 XX 6 <br /> i 10 Olive-grey/green, Increase silt, Increase moisture ' <br /> I 16 <br /> XX 6 <br /> 11 <br /> I Groundwater encountered <br /> 35 <br /> I <br /> R=Refusal, greater than 100 blows foot KRAZAN & ASSOCIATES, INC Sneet 1 of 2 <br />