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Proiea: Mardee Kidd-429 West Lockford St., Lodi,CA Log of Boring Monitoring Well: Page 2 of 2
<br /> Boring Location: See Figure 2 Project No.:50014-003-01 MW-2
<br /> o E $
<br /> Q y a LITHOLOGIC DESCRIPTION Boring Abandonment/
<br /> ' o o Well Construction Details
<br /> m O
<br /> MW-2.1 0 30 ;
<br /> ( LIGHT BROWN SILTY SAND(SM),dense,dry,(0,90,10,0) .
<br /> 31
<br /> . m
<br /> 32 a
<br /> ' 33 LIGHT BROWN SAND(SP),dense,moist to dry,(0,95,5,0) o
<br /> 0 34
<br /> 35 <'
<br /> i
<br /> 36 LIGHT BROWN SILTY SAND(SM),dense,moist to dry,
<br /> (0,90,10,0)
<br /> 37
<br /> 38 �•�
<br /> GREY ANL)LIGHT BROWN SAND(SP),Trace silt, ,ti?tir• ti;tifti
<br /> moist to dry,(0,95,5,0)
<br /> 0 39
<br /> 40
<br /> LIGHT BROWN SILTY SAND(SM),moist to dry, 0,90,10,0)
<br /> 41
<br /> 42
<br /> ' GREY SAND SP loose,d 0,100,0 0
<br /> 43 LIGHT BROWN SILTY SAND(SM),occasional rust staining,
<br /> 0 moist,(0,90,10,0)
<br /> 44
<br /> MW-2.2 0 45 =
<br /> 46 LIGHT BROWN SAND(SP),trace sift,loose,wet,(0,95,5,0)
<br /> 47
<br /> LIGHT BROWN AND GREY SILTY SAND(SM),dense,wet, a
<br /> 48 (0,90,10,0)
<br /> 4
<br /> N
<br />' 49 GREY CLAYEY SAND(SC),moist,dense,(0,70,0,30)
<br /> u a
<br /> 50
<br /> 51 BROWNISH GREY SILTY SAND(SM),dense,dry,(0,90,10,0) m
<br /> i52 N �
<br /> 53 a
<br /> 54
<br /> 55
<br /> 56
<br /> 57
<br /> 58
<br />' BROWNISH GREY SILTY SAND(SM),loose,wet,(0,95,5,0)
<br /> 59
<br /> Boring completed at 59 feet
<br /> 69
<br /> 61 Percentages of sail types shown in this order:
<br /> 62 (10,20.30,40)
<br /> 63 Gravel,Sand,Silt,Clay
<br /> Reviewed by: Date:
<br /> SEACOR
<br /> Revised by: Date:
<br />
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