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Project: Mardee Kidd -429 West Lockford St., Lodi,CA Log of Boring/Monitoring Well: page—1 ,f 2 <br />' Boring Location: See Figure 2 Project No.:50014-00 3-01 MW-3 <br /> Subcontractor and Equipment::Spectrum Exploration Logged BY: NAS <br /> samplingwthod: Continuous Fiore Monitoring Device: HnV PID Comments: <br />' Start Datemme: 01/13/93 8:30 Finish Date!Time: 01/13/93 12:00 Hand Auger to 4 feet <br /> First Water(BGS): 45 Feet Stabilized Water Level(BGS): 45.10 Feet <br /> o Surface Elevation: 46.51' Casing Top Elevation: 46.30' <br /> CL a n V N Boring Abandonment/ <br /> 0 o o C N LITHOLOGIC DESCRIPTION Well Construction Details <br /> Fn a v <br /> 0 Asphalt Pavement <br /> 1 YELLOWISH BROWN SILTY SAND(SM),loose,dry,(0,90,10,0) <br /> 2 <br /> 3 <br /> CM <br /> 8.5 4 <br /> 5 m <br /> L <br /> 6 <br /> 7 <br /> 5 $ E <br /> H <br /> 9 2 <br />' grades with increasing silt(0,130,20,0) <br /> 10 <br /> C <br /> 0 12 m ° <br /> C C <br /> N Q1 <br /> 13 a° <br /> ' 14 m <br /> 15 YELLOWISH BROWN AND RED SAND(SP),trace silt,fine to medium, a <br /> dry to moist,(0,95,5,0) v <br /> 0 16 <br /> ' thin lenses of gray fine sand(0,100,0,0) N <br /> 17 <br /> 18 ; <br /> 19 <br /> 20 YELLOWISH BROWN AND REDDISH BROWN SILTY SAND(SM), . <br /> medium,moist to dry,(0,90,10,0) <br /> ' 21 <br /> 0 22 <br /> YELLOWISH BROWN AND REDDISH BROWN SAND(SP),trace silt, <br /> ' 23 ,> medlum,moist to dry,(0,95,5,0) <br /> 0 24 <br /> ' <br /> 25 LIGHT BROWN SILTY SAND(SM),very fine,oocasional black mottling,. '):; dense.dry,(0,90,10,9) <br /> 26 <br /> 27 <br /> 28 <br /> 0 29 ; <br /> becomes yellowish brown <br /> ' 30 <br /> SEACOR Reviewed by: Date: <br /> Revised by: Date: <br />