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Vector Engineering, Inc. <br />143E Spring Hill Drive WELL SG -114 <br />Grass Valley, CA 95945 Page 1 of 1 <br />Telephone: 530-272-2448 <br />Fax: 530-272-8533 <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 />m <br />CO <br />o U)a Material Description Well Diagram <br />CU <br />0 <br />ML SILT WITH SAND (ML) brown (7.5YR 5/3), moist, loose, low <br />5 plasticity, approximately 10 % sand, 5 % angular gravel <br />10 _ _ ________________� <br />SM SILTY SAND (SM) brown moist, loose, nonplastic, some <br />15--___ ......:.:...: <br />angular gravel <br />ML SANDY SILT (ML) brown moist, loose, low plasticity <br />20 2 <br />25 2 <br />30 3 <br />35 3. <br />40 41 <br />45 a; <br />50--- -----------------------------------5( <br />CL SANDY CLAY (CL) brown, moist <br />55 s� <br />60 <br />--- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />ML SANDY SILT (ML) dark yellowish brown <br />65-- <br />70- <br />75 <br />57075 _ <br />80— <br />Drilling <br />0- <br />Drilling Company: PC Exploration <br />Drilling Method: Hollow Stem Auger <br />Boring Diameter: 8 in <br />Logged By: Rich Peevers <br />Sampling Method: Grab from cuttings <br />Bentonite <br />Gravel <br />filter pack <br />Bentonite <br />C7 <br />Date Started: 8/3/2009 Time Started: 1:00pm I <br />Date Completed: 8/4/2009 Time Completed: 12:40pm <br />Elevation (ft): 234.063 Total Depth (ft): 74 I <br />Groundwater Level: NFWE <br />