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Project: Junco Truck Plaza - Olympian Project No.: AGE-NC-95-0433 BORING NO.: <br /> Site Address: 22502 South Highway 99 Total Depth: 30 feet MW., 1 <br /> Ripon, California Date: 19 Agust 1999 <br />' Drilling Co.: California Nevada Exploraitons Logged by: W.R. Little Page i of 1 <br /> Rig/Auger Type: CME 75 / 8 inch Hollow Stern Revie,,ved by: N.C. Henderson <br /> O� Gtia�`' Lithologic Description <br /> 5 4 G <br /> — PID <br /> SM .i.i. <br /> ' MW1-5 0 i:j,• :'•j: Brown, dry, SILTY SAND, fine sand;no hydrocarbon (HC) odor. <br /> 5 CL / Gray, moist, SILTY CLAY, HC odor. <br /> SM <br /> 10— MW 1-10 22 :I.E„• Gray and white, dry, SILTY SAND, fine to coed sand; HC odor. <br /> ' MW 1 15 33 CL <br /> r/m//z Gray, moist, SILTY CLAY; FIC odor. <br /> — SM 7.7 Gray and white, wet, SILTY SAND,fine sand; HC odor. <br /> Cl. � '� <br /> ' 20— MWI-20 441 Gray, moist, SILTY CLAY; HC odor. <br /> SM :j:I. :I I; Gray and white, wet, SILTY SAND,coarse sand; HC odor. <br /> MWI-25 603 Gray, wet, SILTY SAND, tine sand to gravel; HC odor. <br /> SM <br /> 30 MWI-30 16 I: •':'•�: Gray, wet, SILTY SAND, coarse sand ; IIC odor. <br /> Notes: <br /> Boring terminated at 30 feet below surface grade (bsg). <br /> Completed as a ground monitoring M W-1. <br /> — Saturated soil encountered between 17 and 20 feet bsQ. <br /> AS-BUILT CONSTRUCTION DFTAI!_S: MW-1 <br /> Screen Interval : 10 to 30 feet bsg , Blank Interval : 0 to 10 <br /> ' feet hsg Sand Interval : b to 30 feet bsg, Bentonite Plug : 7 <br /> to 8 feet bsg, Grout Seal : 7 to 1 feet bsg <br /> Advanced <br /> 1 GeoEnvirortmental, Inc. <br /> L-IAM EPR05BORING-I SJIM COUIIJrCOribV f.SAM <br />