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SANDY LEAN CLAY, (CL) brown, fine grained, moist to wet, soft <br />DRILLING CONTRACTOR Gregg Drilling <br />15.0 <br />34.9 <br />(SM) Sandy Loam topsoil <br />SANDY SILT, (ML) brown, moist, soft <br />7.0 <br />SANDY SILT, (ML) yellowish brown, moist, medium stiff <br />1.0 <br />Grayish brown <br />NOTES <br />118.7 <br />LOGGED BY A. Ogorzalek <br />HOLE SIZE 10-inch <br />SANDY LEAN CLAY, (CL) reddish brown, moist, very stiff <br />ML <br />112.7 <br />109.7 <br />104.7 <br />84.8 <br />SM <br />10.0 <br />CL <br />DRILLING METHOD Hollow Stem Auger 10" <br />CL <br />ML <br />Vector Engineering, Inc.143E Spring Hill DriveGrass Valley, CA 95945Telephone: 530-272-2448Fax: 530-272-8533 <br />GROUND WATER LEVELS: <br />PROJECT LOCATION <br />GROUND ELEVATION 119.74 ft <br />CLIENT San Joaquin County <br />PROJECT NUMBER 03160020400 <br />GENERAL BH / TP / WELL - GINT STD US.GDT - 07/20/10 11:07 - N:\SAN JOAQUIN\03-16-0204-00 GW-LFG WELL INSTALL\GINT\SAN JOAQUIN.GPJPROJECT NAME Harney Lane Landfill <br />U.S.C.S.GRAPHICLOGMATERIAL DESCRIPTION WELL DIAGRAM <br />0 <br />5 <br />10 <br />15 <br />20 <br />25 <br />30 <br />35 <br />CHECKED BY P. Holland, CEG <br />DATE STARTED 06/01/10 COMPLETED 06/04/10 <br />AT TIME OF DRILLING --- <br />AT END OF DRILLING --- <br />AFTER DRILLING 153.50 ft / Elev -33.76 ft <br />(Continued Next Page)DEPTH(ft)WELL NUMBER G-1a <br />SAMPLE TYPENUMBERPAGE 1 OF 5Logo