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Vector Engineering, Inc. <br />143E Spring Hill Drive WELL SG -109 <br />Grass Valley, CA 95945 Page 1 of 2 <br />Tele hone 530-272-2448 <br />P <br />Fax: 530-272-8533 <br />Project: LFG Monitoring Well Installation Remarks: <br />Client: San Joaquin County Hole overdrilled to 170 ft. <br />Location: Foothill Sanitary Landfill Placed 4 ft of gravel at bottom. <br />6484 North Waverly Road, Linden, CA Deep probe placed at 166 ft, as designed. <br />o <br />U <br />U <br />J <br />Q <br />CU <br />c� <br />Material Description <br />GW <br />• <br />WELL GRADED GRAVEL AND COBBLES WITH SAND <br />ee <br />(GW) <br />5 <br />. ► <br />® • <br />e . e <br />10 <br />e • °s <br />15 <br />e s se <br />20 <br />®® • <br />e m • e <br />25 <br />--- <br />X X x x <br />X x x x <br />---------------------------------- <br />SILTSTONE brown, weakly cemented, laminated, trace <br />X X X X <br />x x X x <br />lenses of sand <br />X x x x <br />30 <br />x x x x <br />X x x x <br />X x x x <br />x x x x <br />xx x x <br />35 <br />xxxx <br />X X X X <br />XX X X <br />X X X X <br />X x x x <br />4O <br />X X X X <br />X x x x <br />X x x x <br />X x x x <br />xx x x <br />45 <br />X X X X <br />X X X X <br />X x x x <br />X x x x <br />X x x x <br />50 <br />X X X X <br />— — — <br />SP <br />_. <br />---------------------------------- <br />POORLY GRADED SAND (SP) black sand, weakly <br />cemented <br />55-- <br />60 <br />--- <br />XX X X <br />X X X X <br />SILTSTONF brown, moderately cemented <br />65 <br />X X x x <br />X x x <br />X x x <br />X x x <br />Xx x x <br />70 <br />x x x x <br />X x x x <br />X x x x <br />X x x x <br />X x x x <br />75 <br />X X X X <br />X X X X <br />X X X X <br />X X X X <br />X x x x <br />80 <br />x x x x <br />X x x x <br />X x x x <br />X x x x <br />X x x x <br />x x x x <br />Well Diagram <br />Cement <br />5 -us Bentonite <br />Gravel <br />10 filter pack <br />4 Bentonite <br />15 <br />Gravel <br />filter pack <br />Bentonite <br />Drilling Company: Westex Date Started: 8/12/2009 Time Started: 1:OOpm <br />Drilling Method: Air Rotary Date Completed: 8/13/2009 Time Completed: 1:OOpm <br />Boring Diameter: 8-5/8 in Elevation (ft): 326.281 Total Depth (ft): 170 <br />Logged By: Pete Holland, CEG Groundwater Level: NFWE <br />Sampling Method: Grab from cuttings <br />