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' Prolect: Mar <br /> dee Kidd-429 West Ltsckford 5t., Lodi,CA Lop of Boring!Monitoring Well: Page 1 of 2 <br /> Boring Location: See Figure 2 Project Na.:50014-003-01 IYI YY2 <br /> � <br /> Subcontractor and Equipment::Spectrum Exploration Logged By: NA$ M YY G <br /> Sampling Method: Continuous Core Monitoring Device: HnV PID Comments: <br /> ' Start Datemme: 01/12/93 9:30 Finish Date/Time: 01/12/93 13:30 Hand Auger to 4 feet <br /> First Water(BGS): 45.5 Feet Stabilized Water Level(BGS): 45.25 Feet <br /> oSurface Elevation: 46.74 Casing Top Elevation: 46.42 <br /> ' E � a $ Boring Abandonment/ <br /> ro a a a `� LITHOLOGIC DESCRIPTION Well Construction Details <br /> N m <br /> -IIIIIIIIIIIIII11- Asphalt Pavement <br /> 0 <br /> 1 !`?;•,., :...r BROWN GRAVELLY SAND(SP),loose,dry,(10,90,0,0) <br /> 2 <br /> 1 3 cca <br /> 0 4 YELLOWISH BROWN SILTY SAND(SM),loose,dry to moist,(0,130,20,0) <br /> 5 <br /> 6 <br /> grades with less silt L <br /> 7 <br /> 1 <br /> g YELLOWISH BROWN SAND(SP),trace silt,dry,(0,95,5,0) E <br /> 0 9 _3 " <br /> ' 10 LL <br /> 11 � <br /> YELLOWISH BROWN TO BROWN SILTY SAND(Slut),occasional rust <br /> 12 colored staining,dense,dry,(0,60,40,0) o <br /> N � <br /> 13 <br /> x a <br /> u'1 <br /> 0 14 n a <br /> 7 E <br /> 15 YELLOWISH BROWN SAND(SP),trace silt,dense,dry,(0,95,5,0) v <br /> 16 f <br /> N <br /> 0 17 grades with occasional fine gravel and rust mottling <br /> 18 • <br /> ' 0 19 <br /> 20 E"a ss? grades less dense <br />' 0 21 r ' <br /> 22 <br />' 0 23 <br /> 24 <br /> 25 <br /> t 0 26 <br /> 27 <br /> 28 LIGHT BROWN SILTY SAND(SM),dense,dry,(0,90,10,0) , <br /> 0 29 <br /> 30 <br />' Reviewed by: Date: <br /> SEACOR <br /> Revised by: Date: <br />