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1-1 <br />n <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: -117 <br />Page 1 of 1 <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 />ii (n J <br />n N s Material Description Well Diagram <br />CL <br />ML SANDY SILT (ML) reddish yellow (5YR 6/6), moist, loose, <br />low plasticity, 10 % gravel <br />5 <br />- same, except brown (7.5YR 5/3) and < 5 % gravel <br />10-- <br />15-- <br />— <br />015 _ -- -- — ------ <br />SC CLAYEY SAND (SC) brown (7.5YR 5/3), moist medium <br />plasticity, <br />25-- <br />30 __ _— -- — -- ---- <br />ML SANDY SILT (ML) brown (7.5Y 5/3), moist, low to medium <br />plasticity, < 5 % gravel (angular) <br />5 Bentonite <br />Gravel <br />10 filter pack <br />Bentonite <br />I Gravel <br />filter pack <br />35 <br />35 <br />Bentonite <br />40 <br />40 <br />45 <br />45 .: <br />50 <br />50 • <br />Gravel <br />55 <br />55 filter pack <br />60 <br />60 <br />65 <br />65 <br />70-- <br />70-- <br />0=75= <br />75-- <br />75-- <br />5=80= <br />80-- <br />80= <br />Drilling Company: PC Exploration <br />Date Started: 7/30/2009 <br />Time Started: 8:00am <br />Drilling Method: Hollow Stem Auger <br />Date Completed: 7/30/2009 <br />Time Completed: 2:00pm <br />Boring Diameter: 8 in <br />Elevation (ft): 226.385 <br />Total Depth (ft): 66 <br />Logged By: Rich Peevers <br />Groundwater Level: NFWE <br />Sampling Method: Grab from cuttings <br />