Laserfiche WebLink
WE <br /> JTr— PAGE 1 OF 2 <br /> W—FS7TRNGT4 E'N9f1VEE PS BORING MW-1 1 <br /> DATE DRILLED 9124192 <br /> ' SAMPLE INTERVAL <br /> BORE HOLE LOG T WATER <br /> PROJECT REGAL #603 GEOLOGIST ISURFACE <br /> 6425 Pacific Ave Stockton DAVE THRELFALL ELEVATION <br /> LOCATION DRILLER TOTAL DEPTH 70 fee <br /> 6436 Pacific Ave, Stockton CA !DON JENKIINS <br /> DRILLING CONTRACTOR DEPTH TO ICASING 4- PVC170' <br /> PC EXPLORATION, INC WATER 59' <br /> REMARKS Hand held PID used to screen soil samples placed in mason Fars PID calibrated to a 50 ppm <br /> gasoline standard Elevations of top of casing measured by NOLTE & ASSOC to known datum <br /> J CORE DESCRPTION T REMARKS <br /> LLL <br /> _ <br /> CL U <br /> dirt surface <br /> OUCH Dark brown organic soil, no odor <br /> 2 no odor (OLIOH) <br /> -- -------------- ---------------------- --------- <br /> i <br /> I <br /> I ML Med brown silt tr clay with very no odor <br /> 1Q —, 2 fine sand <br /> 15 <br /> i <br /> 20 2011 273511 5 ML Med brown silt with very fine no odor <br /> 1 1 sand, tr clay <br /> I <br /> 25 <br /> I <br /> I 1 <br /> i <br /> 303041129 6 6 I ML Med brown clayey silt tr fine no odor <br /> sand ,INOTE LOST <br /> SAMPLER AND <br /> DOWN HOLE <br /> HAMMER IN HOLE <br /> 35 — ;PUSHED INTO <br /> !SIDEWALL AND <br /> i DRILLED AHEAD <br /> i ( 40 TO 30 ) <br /> 40 Mwi no odor <br /> ' 40 2b135 3 <br /> V56 CL Med brown silty clay tr fine <br /> sand moist <br /> 45MW11 128/35 3 no odor <br /> 45 1/41 <br /> 50 ' S011 45046 3 - no odor <br /> SP Dark grey med-coarse poorly <br /> graded silty sand - dry <br /> 55 'M 11 23826 3 SP Dark grey med poorly graded no odor <br /> silty sand - wet <br /> LOG CONTINUED ON NEXT PAGE <br />