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SOIL DRILLING LOG SI-6_# 24945 <br /> FM 'Par <br /> La _ , Page 1 of`+ai �►�] Geolo st Matt <br /> SIGNATURE OF GEOLOGIS <br /> ' <br /> F <br /> ROJECT N&B Stockton LOCATION 4555 North Pershing,Stockton CA <br /> OC ELEVATION (MSL) DATE(S) 10/19/93 TOTAL DEPTH 2801 <br /> MONITORING DEVICE OVM SCREENED INTERVAL NIA <br /> SAMPLING METHOD Probe Drive Sam ler SUBCONTRACTOR&EQPT Gregg Drlllingfflob1Ie B-61 <br /> PERCENTAGE ORDER (GRAVEL,SAND,SILT,CLAY) MEMO S? =Fust Water <br /> MEMO <br /> Borehole Abandonment/ <br /> 0 <br /> o G $ Well Construction <br /> .. Soil Description j—a 3 Details <br /> a a.'Ak aa. Color,Texture,Moisture,Etc <br /> Q Vj L7 VJ CSr U 0 <br /> 0-0 4'Asphalt <br /> No soil samples collected from surface to 22 feet below <br /> 2 5 grade <br /> 50 <br /> 75 <br /> 104 <br /> Borehole <br /> diameter is <br /> 1-inch <br /> 12-5 <br /> 150 <br /> 175 <br /> —200 Pertiand <br /> Cement <br /> 225 44 22 0'-26 0'Sandy Silt_(0,35,60,5),dark grayish brown ML <br /> (10YR4R),non-plasitc,fine sand, soft,slightly moist to dry, <br /> 50615 petoleum odor <br /> 2000 <br /> —250 <br /> 50616 <br /> Q2000 26 0'-28 0'Silty Sand (0,70,30,0),gray(10YR411),fine SM <br /> sand,poorly graded, medium dense,moist,gasoline odor <br /> 27.5 @ 27 0'soil saturated--Tf el'�s <br /> 28 0 <br /> HhBJ2A6I93�1UUP5 C� A +i <br /> SIGNATURE OF FIELD SUPERVISOR AND REVIEWER SIGNATURE OF REVEEWER N0, 1$64 <br /> J' Q' <br /> TTTLE TITLE TF OF P'AI.�F�Q� <br />