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Vector Engineering, Inc. <br />143E Spring Hill Drive <br />Grass Valley, CA 95945 <br />Telephone: 530-272-2448 <br />Fax: 530-272-8533 <br />Project: LFG Monitoring Well Installation <br />Client: San Joaquin County <br />Location: Foothill Sanitary Landfill <br />6484 North Waverly Road, Linden, CA <br />oM <br />U J <br />� U � <br />0- <br />T <br />Remarks: <br />Material Description <br />L -114 <br />Page 1 of 1 <br />5 ML ( I SILT WITH SAND (ML) brown (7.5YR 5/3), moist, loose, low <br />plasticity, approximately 10 % sand, 5 % angular gravel <br />10 _ I,L ------------------------------------ 10 <br />SM SILTY SAND (SMS brown, moist, loose, nonplastic, some <br />angular gravel <br />15 <br />ML SANDY SILT (MLS; brown, moist, loose, low plasticity <br />20 20 <br />251 1 1 1 1 1 1 9,; 1=• •. <br />30 <br />54045 35-- <br />40-- <br />45 <br />50 <br />CL <br />55-- <br />60-- <br />65-- <br />70 <br />5606570 <br />75 = <br />80 = <br />n rr <br />Well Diagram <br />I Bentonite <br />I Gravel <br />filter pack <br />I Bentonite <br />Gravel <br />filter pack <br />Bentonite <br />50 <br />--------Y-----brown------ <br />---------------- <br />SANDY CLA(CLQ, moist <br />55 <br />60 Gravel <br />filter pack <br />---------------------------------- <br />SANDY SILT Mldark yellowish brown <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 />65 <br />70 • <br />75—. .• _ . <br />80-- <br />Date <br />0= <br />Date Started: 8/3/2009 Time Started: 1:00pm <br />Date Completed: 8/4/2009 Time Completed: 12:40pm <br />Elevation (ft): 234.063 Total Depth (ft): 74 <br />Groundwater Level: NFWE <br />