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Date Start/Finish: 11.11.09/11.12.09 Northing:2158331.1053 Well/Boring ID: MW-6 <br /> Drilling Company: Cascade Drilling,LP Easting:6351548.4211 <br /> Driller's Name: Tory Salazar Casing Elevation: 29.70 Client: Site ID 309075 Chevron Environmental <br /> Drilling Method: Hollow Stem Auger Managemnet Company(Chevron) <br /> y <br /> Auger Size: 8-inch Borehole Depth: 75 feet bgs g 9 Location: 3978 South Highway 99,Stockton, <br /> Rig Type: HSA 95 Surface Elevation: 30.49 California <br /> Sampling Method: California Modified Split Spoon <br /> Descriptions By: Brett Krehbiel <br /> Y�1 <br /> d D. <br /> E d d <br /> C <br /> r � CL n E <br /> Z s Y a y c Well/Boring <br /> O c Stratigraphic Description Construction <br /> = Q C C > U y c <br /> ] E E c = > <br /> d W Cc M c O m <br /> Lu w to rn W m z if <br /> �+ Drill to 60 feet bgs.For soil stratigraphy please refer to MW-6D. <br /> 95 -95 <br /> y Grout(1-51.5 <br /> feet bgs) <br /> Schedule 80 2- <br /> inch casing(0-55 <br /> 50 -50feet bgs) <br /> V <br /> Hydrated <br /> bentonite seal <br /> (51.5-53.5 feet <br /> bgs) <br /> v 55 -55 <br /> 60 -60 1 (60'- 1.5 9, 18 0.0 <br /> 61.5') 9,9 — Brown SILT(ML),trace fine Sand,no odor,dry. <br /> 2 61.5' 1.5 8, 18 0.0 — Brown fine SAND and SILT(SM),no odor,dry. #2/12 sand <br /> 63') 9,9 (53.5-75 feet <br /> 3 (63'- 1.5 7, 16 0.0 — bgs) <br /> Ir 64.5') 8.8 - .010 slotted <br /> 65 -65 4 64.5' 1.5 7, 14 0.0 Brown CLAY(CL),some Silt,no odor,moist. screen interval <br /> -70 feet bgs) <br /> 66') 7,7 (55 <br /> 5 (66'- 1.5 6, 14 0.0 Brown fine SAND and SILT(SM),trace Clay,no odor,moist. <br /> 67.5') 6,8 <br /> r.r 6 67.5 1.5 6, 14 Brown fine to medium SAND and SILT(SM),trace Clay,no odor,moist. <br /> 69') 7,7 <br /> 7 (69'- 1.5 6, 15 0.0 Brown SILT(ML),some fine Sand,trace Clay,no odor,moist. Schedule 80 2- <br /> 70 -70 70.5') 7,8 <br /> 8 70.5' 1.5 7, 15 0.0 inch end cap <br /> 72') 7 8 — Brown SILT(ML),some fine Sand,no odor,moist. b6 sfeet <br /> 9)) <br /> tri 9 (72'- 1.5 6, 16 0.0 Brown fine to coarse SAND(SW),no odor,wet. <br /> 8,8 <br /> 73.5') <br /> 10 7 1.5 6, 15 0.0 <br /> 75')5') 7,8 - Brown SILT(ML),some fine Sand,no odor,wet. <br /> 75 -75 <br /> End of boring at 75 feet bgs. <br /> Remarks: HSA=Hollow Stem Auger <br /> bgs=below ground surface <br /> ARCADI S =feet <br /> Infrastructure,environment,facilities <br /> frl <br /> Project Number:B0046908.0000 Template:G:\Aproject\ENV\CHEVRON\309075\4 Project\Boring Logs\MW-6 age:2 of 2 <br /> Data File:MW-6 Date:1/4/2010 Brett Krehbiel <br /> rr <br />