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D 1111 Broadway, 6th FI BORING SS-8176-02A SHEET 1 OF 1 <br /> Geosyntec Oakland, CA 94607 START DATE 1/28/2019 9:50:00 AM ELEVATION DATA <br /> consultants Phone: (510)836-3034 FINISH DATE 1/28/2019 9:55:00 AM GROUND SURFACE ft msl <br /> Fax: (510)836-3036 LOCATION Stockton,CA DATUM <br /> BORE HYDROPUNCH <br /> PROJECT Port of Stockton TOTAL DEPTH 5 ft bgs <br /> cs FORM: BOREHOLE RECORD PROJECT NUMBER WR2501 DEPTH TO WATER ft bg s <br /> (D w <br /> O 1-- <br /> DEPTH <br /> DEPTH U o w w o^ w COMMENTS <br /> (ft) MATERIAL a z o- } w Q 2 <br /> DESCRIPTION < p Q O ov ~ <br /> (D W (n w <br /> Well graded SAND with silt and gravel(SW-SM):dark <br /> yellowish brown(10YR 4/4),moist,fine to coarse gravel,fine <% <br /> to coarse sand,fines,[20,70,10] ; <br /> 60 <br /> Sandy lean CLAY(CL):very dark greenish gray(10Y 3/1),dry, <br /> trace coarse gravel,fine to coarse sand,fines,[tr,35,65], <br /> medium plasticity,hard <br /> Lean CLAY(CL):black(10YR 2/1),moist,trace fine sand, 2 <br /> fines,[0,tr,100],medium plasticity,firm <br /> 3.75-4.5 80 <br /> 5 <br /> 5 <br /> End of boring @ 5' <br /> 10 <br /> m <br /> N <br /> V <br /> H <br /> O <br /> H <br /> Z <br /> O <br /> Lu <br /> a <br /> 0 <br /> O <br /> 0- <br /> = <br /> = 15 <br /> z CONTRACTOR Penecore NORTHING REMARKS Borehole backfilled with grout. <br /> = EQUIPMENT Geoprobe 6610 DT EASTING <br /> 0 <br /> o DRILL MTHD DPT ANGLE Vertical <br /> = DIAMETER 1.5" <br /> W LOGGER NH REVIEWER <br /> Olk SEE KEY SHEET FOR SYMBOLS AND ABBREVIATIONS <br /> m <br />