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BORING: MW-1
<br /> WEOE
<br /> DATE DRILLED: 1214189
<br /> NWES7E"GE'O-ENOME s SAMPLE INTERVAL
<br /> WATER
<br /> BORE HOLE LOG PAGE�oF_i_,
<br /> PROJECT: GEOLOGIST: SURFACE 1&W
<br /> I Former REGAL SERVICE STATION• 604 M. THOMAS ELEVATION:
<br /> LOCATION.1448 N. EL DORADO STREET DRILLER: , TOTAL DEPTH:
<br /> ]/HARDING WAY, STOCKTON, California B. HOGATE JR. 80'
<br /> DRILLING CONTRACTOR: DEPTH TO CASING+
<br /> HOGATE EXPLORATION DRLLWG WATER: 50' 60' o14'
<br /> REMARKS 10' hollow stem aper powered by Moblle drill rig used to drill boring. Sob sampl
<br /> collected with 2'CA standard sampler connected to a 1401b surface drop hammer.
<br /> o w to
<br /> Z L 0 0
<br /> J N SOIL DESCRfPITION REMARKS
<br /> a O W UNIFIED SOILS CLASSIFICATION SYSTEM �
<br /> W ¢ m
<br /> ❑ Cr) n. �
<br /> 6' blacktop surface
<br /> 5' M5 PPMM
<br /> 1 14 25Sill dark brown, clayey, firm, dry no
<br /> odor (ML)
<br /> 10' Mw� 2I 351 Silt brown, clayey, firm, dry no odor
<br /> o' (ML)
<br /> 15' Mw1 13 45 Clay brown, very silty, firm, dense
<br /> 15 FIPM dry, no odor (CL)
<br /> 20' Mwi 2s 65 Clay brown, very silty, firm, dense
<br /> 20 PPM dry, no odor (CL)
<br /> I
<br /> 25' zs 1 21 112255 Clay brown very silty, firm, dense
<br /> dry, no odor (CL)
<br /> 30' Mw1 is 2so Silt brown, clayey, firm, minor fine
<br /> 30 PPM sand dry, no odor (ML)
<br /> 35' ss 1 14 2Sill light brown, clayey, firm, dry, no
<br /> PPM odor (ML)
<br /> 40' Mwt 17 175 Silt grey preen, clayey, firm, dry, no
<br /> PPM odor, (ML)
<br /> 45' MW 1 27 too
<br /> 45 PPM Sill brown, clayey, firm, with black
<br /> mottling, dry, no odor (ML)
<br /> 5 go I 22 too Sill brown, sandy, very fine with Geasy drilling from
<br /> ay, _ , ,
<br /> PPM firm, wet, no odor (ML) 50 to 53
<br /> 55' Mwt 32 50 Clay dark brown, minor gill, firm, no
<br /> 155' FPM odor, wet, fat clay, (CH)
<br /> 60' 60'1 44 50
<br /> "
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