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1111 Broadway, 6th Floor BORING SVE-11 SHEET 1 OF 1 <br /> Geosyntec° Phone:Oakland, CA 4607 START DATE 5/21/2 26 GROUND SURFACE 38.31 ft asl <br /> consultants Fax: (510)836-3036 FINISH DATE 5/21/2 26 CASING TYPE SCH 80 PVC <br /> www.geosyntec.com LOCATION Manteca, A CASING DIA 4 inches <br /> PROJECT Forward ndfill 2026 GCCS Construction <br /> Gs FORM: BOREHOLE LOG PROJECT NUMBER 26 <br /> 010330 DEPTH TO WATER Not Observed WATER Not Observed <br /> BORE FLF <br /> SAMPLES <br /> 0 <br /> io 0 <br /> = MATERIAL v STRUCTURE/ O w w } `I <br /> a_ DESCRIPTION O GROUNDWATER Q }a} W a COMMENTS <br /> W �m Lu W F >O W F <br /> J Z OJ W H <br /> W m K <br /> SOIL,dry. _ Soil Backfill(0-1'bgs) 0830 Begin setup at SVE-11 <br /> Well Bore Grate <br /> Cement grout(1-2'bgs) <br /> Bentonite Plug(2-15'bgs) <br /> ==- 35 <br /> 5 =-== <br /> = 30 <br /> 1 SOIL;dry. 0940 Drill to 10 ft bgs <br /> 25 <br /> 15 - = Lapis Gold#3 Sand Back-fill 0950 Drill to 15 ft bgs <br /> (15-16'bgs);GDR(16'bgs) <br /> 1/8"-3/8"Pea Gravel 24 <br /> °(16-37'bgs) <br /> 20 SOIL;dry. <br /> = 1000 Drill to 20 ft bgs <br /> ---- <br /> 15 <br /> 25 —=- <br /> 1010 Drill to 25 ft bgs <br /> _ •SCH 80 PVC 0.020" <br /> Slotted Screen Pipe(18-36' <br /> =- •bgs) 10 <br /> 30 <br /> SOIL;dry. 1025 Drill to 30 ft bgs <br /> 0 <br /> z 5 <br /> o <br /> a 35 -= <br /> 1055 Drill to 35 ft bgs <br /> °Cap(36-36.5'bgs) <br /> 3 Boring terminated. 1110 Drill to 37 ft bgs <br /> 0 0 <br /> 0 <br /> w <br /> cD 40 <br /> CONTRACTOR Penecore Drilling NORTHING 214270i77 NOTES: GDR-Geocomposite donut ring.The wellhead was <br /> w EQUIPMENT Geoprobe 804ODT EASTING 6361852.80 completed with a 3-foot high stick-up pipe,with well bore grate installed <br /> X 1 ft below ground surface(bgs)and backfilled to ground surface with <br /> m DRILL MTHD Hollow Stem Auger(12"dia) ANGLE Vertical soil. <br /> LOGGER E. Dreger,J.Johnson DATUM NAVD88 <br /> w <br /> REVIEWER A.Tesfamichael SEE KEY SHEET FOR SYMBOLS AND ABBREVIATIONS <br /> 0 <br />