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v <br />v <br />Vector Engineering, Inc. <br />143E Spring Hill Drive <br />Grass Valley, CA 95945 <br />Telephone: 530-272-2448 <br />Fax: 530-272-8533 <br />WELL NUMBER: -111 <br />Page 2 of 2 <br />Project: LFG Monitoring Well Installation Remarks: <br />Client: San Joaquin County <br />Location: Foothill Sanitary Landfill <br />6484 North Waverly Road, Linden, CA <br />rn <br />U) J <br />r vc Material Description Well Dia <br />a U)ram <br />_ <br />® p 9 <br />90-- <br />95-- <br />100-- <br />105 <br />095100105 SC <br />110 <br />115 <br />120 <br />125 <br />130-- <br />135-- <br />140-- <br />145-- <br />150-- <br />155-- <br />160-- <br />165-- <br />SANDY <br />30=135=140=145=150=155=160=165= <br />SANDY CLAY (CL) continued <br />90 <br />-same, except dark yellowish brown (10YR 4/4) <br />95 <br />100 <br />CLAYEY SAND (SC) dark yellowish brown (10YR 4/4) 105 <br />approximately 40 % medium plasticity fines, 60 % fine- to <br />medium -grained sand (mostly fine) 110 <br />CL SANDY CLAY (CL) dark yellowish brown (10YR 3/4) moist, <br />approximately 50 % medium plasticity fines, 50 % fine-grained <br />sand <br />Drilling Company: PC Exploration <br />Drilling Method: Hollow Stem Auger <br />Boring Diameter: 8 in <br />Logged By: Kristin Sample, PE <br />Sampling Method: Grab from cuttings <br />Date Started: 8/13/2009 <br />Date Completed: 8/17/2009 <br />Elevation (ft): 287.902 <br />Groundwater Level: NFWE <br />115 ' <br />120 ' <br />125-- <br />130-: <br />135-- <br />140-- <br />145-- <br />1150= <br />35=140=145=150= <br />155-- <br />160-- <br />165-: <br />55=160=165= <br />I Gravel <br />filter pack <br />Time Started: 2:50pm <br />Time Completed: 12:00pm <br />Total Depth (ft): 128 <br />