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a <br />C <br />WELL NUMBER 5G -16b <br />Vector Engineering, Inc PAGE 1 OF 1 <br />143E Spring Hill Drive <br />Grass Valley, CA 95945 <br />CLIENT San Joaquin County PROJECT NAME North County Landfill <br />PROJECT NUMBER 03160020400 PROJECT LOCATION <br />DATE STARTED 614110 COMPLETED 6!4110 GROUND ELEVATION 119.33 ft HOLE SIZE 8 -inch <br />DRILLING CONTRACTOR Gregg Drilling GROUND WATER LEVELS: <br />DRILLING METHOD Hollow Stem Auger 8" AT TIME OF DRILLING --- Not Encountered _— <br />LOGGED BY A. OMozalek CHECKED BY P. Holland, CEG _ AT END OF DRILLING --- <br />NOTES AFTER DRILLING -- <br />SM °''' ` SILTY SAND, (SM) brown, moist, loose, hardpan at 1 foot <br />" '. 118 3 <br />1.0 .----------------..............._---------------- _—• <br />CLAYEY SAND, (SC) yellowish brown, moist, loose <br />_ bentonite <br />Sc <br />— 6.0 ---------_ <br />— .............. SANDY LEAN CLAY, (CL) light brown, moist, soft 3/4 inch <br />schedule 80 <br />PVC <br />CL Reddish brown, moist, soft <br />at 10.0 feet. <br />w <br />a. <br />a <br />0 <br />a <br />g <br />s <br />p <br />MATERIAL DESCRIPTION <br />WELL DIAGRAM <br />Q Z <br />CO <br />SM °''' ` SILTY SAND, (SM) brown, moist, loose, hardpan at 1 foot <br />" '. 118 3 <br />1.0 .----------------..............._---------------- _—• <br />CLAYEY SAND, (SC) yellowish brown, moist, loose <br />_ bentonite <br />Sc <br />— 6.0 ---------_ <br />— .............. SANDY LEAN CLAY, (CL) light brown, moist, soft 3/4 inch <br />schedule 80 <br />PVC <br />CL Reddish brown, moist, soft <br />at 10.0 feet. <br />