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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 />WELL NUMBER: - <br />125 <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 />J <br />jQ Material Description Well Diagram <br />o cc <br />c� <br />Bentonite <br />Gravel <br />filter pack <br />Bentonite <br />Gravel <br />filter pack <br />Bentonite <br />Gravel <br />filter pack <br />Drilling Company: PC Exploration/Technicon Date Started: 8/3/2009 Time Started: 9:00am <br />Drilling Method: Hollow Stem Auger Date Completed: 8/5/2009 Time Completed: 12:00pm <br />Boring Diameter: 8 in Elevation (ft): 244.545 Total Depth (ft): 85 <br />Logged By: Kristin Sample, PE Groundwater Level: NFWE <br />Sampling Method: Grab from cuttings <br />U <br />SILT (M), dark brown (10YR 4/3), dry, approximately 90 % <br />_ML— <br />GP -GM <br />low plastic fines, 10 % fine-grained sand i' <br />`----------- <br />5 <br />M�� <br />_ _ _ _ — <br />� WELL GRADED GRAVEL WITH SILT (GP-GM)90 % gravel <br />5 <br />Sm— SM <br />(subrounded, up to 10 % low plastic fines, dry <br />I ------- -- ---� i <br />10 <br />_: <br />I SANDY SILT WITH GRAVEL (ML) brown (10YR 4/3), dry, I <br />10 <br />I approximately 50 % low plastic fines, 30 % fine-grained sand, I <br />20 % gravel (subrounded, up to 1 in.), layer of weakly <br />15 <br />:.:. ;.. <br />cemented sand ---J <br />----------------------------- <br />15 <br />SILTY SAND WITH GRAVEL (SM) dark yellowish brown <br />20--(10YR <br />3/4), moist, approximately 20 % low plastic fines, 40 % <br />fine- to coarse-grained sand, 40 % gravel (subrounded, up to 3 <br />20 <br />in.), some cobble <br />25 <br />- 18ft: dark brown (10Yr 3/3), 15 % fines, 85 % sand, some <br />25 <br />weakly cemented sand <br />30 <br />- weakly cemented sandstone layers from 22 - 33 ft <br />30 <br />35 <br />CL <br />SANDY CLAY (CL) brown (10YR 4/3), moist, medium <br />35 <br />plasticity, approximately 50 % fines, 50 % fine-grained sand <br />40 <br />ao : <br />SM <br />SILTY SAND (SM) dark brown (10YR 3/3), approximately 20 <br />45 <br />% low plastic fines, 80 % fine- to medium -grained sand, weakly <br />45 <br />cemented sand <br />50 <br />SP -SM <br />::;.:.:.. <br />POORLY GRADED SAND WITH SILT (SP-SM)dark <br />50 <br />brown(10YR 3/3), approximately 10 % low plastic fines, 90 % <br />fine- to medium -grained sand, some cemented sand layers <br />55 <br />55 - <br />60 <br />-with 5-10 % gravel (subangular, up to 1 in.) <br />60—.. <br />65-- <br />65 <br />SC <br />CLAYEY SAND (SC) dark yellowish brown (10YR 3/4) <br />70 <br />moist, approximately 15 % fines, 85 % fine-grained sand, < 5 <br />70 <br />% gravel (subrounded, up to 1 in.) <br />75 <br />75 <br />80 <br />-15-3 0 % medium plasticity fines, 70 - 85 % fine-grained <br />80 :: <br />�^ <br />sand <br />Bentonite <br />Gravel <br />filter pack <br />Bentonite <br />Gravel <br />filter pack <br />Bentonite <br />Gravel <br />filter pack <br />Drilling Company: PC Exploration/Technicon Date Started: 8/3/2009 Time Started: 9:00am <br />Drilling Method: Hollow Stem Auger Date Completed: 8/5/2009 Time Completed: 12:00pm <br />Boring Diameter: 8 in Elevation (ft): 244.545 Total Depth (ft): 85 <br />Logged By: Kristin Sample, PE Groundwater Level: NFWE <br />Sampling Method: Grab from cuttings <br />U <br />