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WELL/BORING LOG <br /> PROJECT A&K RAILROAD MATERIALS, INC. LOCATION 4233 & 4343 NORTH HUBBARD STREET, STOCKTON PROJECT NO. W11588 <br /> WELL/BORING NO. SB2 SURFACE ELEVATION „ NS FT WELLHEAD ELEVATION NS ET <br /> DATE DRILLED 12/19/91 REVIEWED BY GREG STAHL RG. 5023 <br /> LOGGED BY LOIS FRANTZ <br /> 6r DRILLING COMPANY EXCELTECH DRILLER GENE NUNES/STEVE MULLINS METHOD HOLLOW STEMS AUGER <br /> BORE HOLE DIAMETER 6 3/4 TN DEPTH DRILLED 28.5 FT DEPTH TO WATER. INITIAL FT STATIC FT <br /> CASING TYPE DIAMETER IN SCHEDULE INTERVAL FT TO ET <br /> SCREEN TYPE DIAMETER __ IN SLOT SIZE IN INTERVAL -- FT TO _- FT <br /> ar FILTER PACK TYPE INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT/CONCRETE CAP INTERVAL FT TO ET <br /> N❑TES <br /> WELL DEPTH PIDAMPLE ID U.S,G, SOIL DESCRIPTION <br /> DETAIL (FT.) (PPM) LOWCOUNI LOG <br /> 0 0-4' ENGINEERED FILL <br /> V <br /> 2 FILL <br /> 4 <br /> 6 <br /> ... 8 <br /> PEA 4-15.5' PEA GRAVEL <br /> 10 GRAVEL <br /> V <br /> 12 <br /> 14 <br /> 16 <br /> A&KRR-S92-1 <br /> 8 <br /> 20 4 15.5-28.5' SILT WITH SAND; 00% SA-SR, EN-M, PRLY GRDD SND; >707 FNS; L- <br /> 20 M DRY STRNGTH; R DLTNCY; L TGHNSS; N-L PLST; DRK YLLW BRN; <br /> STIFF-HRD; NPO; MST; STRNG HCL REACTION; WEAK CEMENTATION; <br /> ML HOMO <br /> L 22 AWRR-SB2- <br /> 8 <br /> 8 <br /> 24 2.0 10 <br /> L. <br /> 26 <br /> A&KRR-SB2-28' <br /> 25 <br /> 28 .--- <br /> 2.0 2 <br /> 30 <br /> 30 r" <br /> 32 <br /> ~ri - { <br /> 34 <br /> 38 <br /> 40 <br /> 42 <br /> V <br /> PAGE i OF 1 <br />