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i - <br /> ..... <br /> C WELL/BORING LOG <br /> !� PROJECT A&K RAILROAD MATERIALS, INC.LOCATION 4233 & 4343 NORTH HUBBARD STREET, STOCKTON W0588 <br /> 1 PROJECT NO. <br /> WELL/BORING NO, SBI SURFACE ELEVATION NS FT WELLHEAD ELEVATION NS FT <br /> DATE DRILLED 12/19/91 REVIEWED BY GREG STAHL RG, 5023 LOGGED BY LOIS FRANTZ <br /> DRILLING COMPANY EXCELTECH DRILLER GEN NUNES/STEVE MULLINS METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 6 3/4 IN DEPTH DRILLED 21.5 FT DEPTH TO WATER- INITIAL FT STATIC FT <br /> CASING TYPE DIAMETER IN SCHEDULE INTERVAL FT TO . FT <br /> SCREEN TYPE DIAMETER IN SLOT SIZE IN INTERVAL FT TO FT <br /> FILTER PACK TYPE INTERVAL ET TO __ FT <br /> SURFACE SEAL TYPE NEAT CEMENT/CONCRETE CAP INTERVAL FT TO - FT <br /> NOTES _ <br /> WELL DEPTH PID SAMPLE ID U.S.G. SOIL DESCRIPTION <br /> DETAIL (FT.) (PPM) BLOWCOUNT LOG <br /> CO 0-4' FILL <br /> 2 FILL <br /> 4 <br /> 6 — <br /> 8 - 4-15.5' PEA GRAVEL <br /> r - PEA <br /> L- 10 ! - GRAVEL <br /> _ I- - - <br /> 16 <br /> 15.5-21.5' SILT WITH SAND; <30G SA-SR, FN-M, PRLY GRDD SND; >70% FNS; L- <br /> I8M DRY STRNGTH; R DLTNCY; L TGHNSS; N-L PLST; HRD; DRK YLLW <br /> ML ERN; NPO; DRY-MST; STRNG HCL REACTION; WEAK CEMENTATION; HOMO <br /> 2l] -ALKRR-SB]-20.5' <br /> 50 <br /> 0.5 - 30/FOR <br /> 22 6• <br /> 24 <br /> 26 <br /> 28 <br /> �+ 30 '`T <br /> 32 <br /> 34 c ' <br /> 36 <br /> 38 'F <br /> 40 <br /> 42 <br /> PAGE OF 1 <br /> C <br />