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Project RANCH MARKET Project No 077 42006 003 Log of Boring/Monitoring Well
<br /> Boring Location 23564 S SANTA EE ROAD, RIVERBANK, CA SB - 1
<br /> S LITHOLOGIC DESCRIPTION Boring Abandonment/
<br /> n y i v (color, groin size, consistency, moisture, other) Well Construction Detoils
<br /> # a U
<br /> N m 4 O O
<br /> 30
<br /> SANDY SILT (ML) as above, discoloration to 33'
<br /> SB-1030 215 31 bgs, strong odor, 100% recovery
<br /> 32
<br /> 33
<br /> 34
<br /> 35 Gradual contact in shoe (over 2") to SAND (SP)
<br /> (10YR-4/3) BROWN, poorly graded, firm to
<br /> sB--1035' 55 36 medium grained, no cementation, sub-angular,
<br /> 37 saturated, no odor/discoloration (5,85,10,0)
<br /> Sharp contact at 37' bgs to SAND (SC) with
<br /> 38 gravel, sand as above with 1 " ravels, saturated,
<br /> 39 no odor/discoloration (20,75,5,0
<br /> 40Same as above, grovels up to 0 5"
<br /> SB-1040 43 41
<br /> 42 Larger grovels, up to 1 5" in shoe
<br /> 43
<br /> 44
<br /> 45 SAND (SP) (10YR-4/3) BROWN, poorly graded,
<br /> se-1045' 15 46 medium groEned, sub-angular, weakly cemented, Cement
<br /> wet. no odor/discolorotion (0,90,10,0) Grout
<br /> 47
<br /> 48
<br /> 49
<br /> 50 SILTY SAND (SM) (10YR-5/4) YELLOWISH BROWN,
<br /> SB-1050, 32 51 poorly graded, fine grained sand, no cementation
<br /> wet, no odor/discoloration, trace mica (0,70,30,0
<br /> 52-
<br /> 53-
<br /> -
<br /> 00
<br /> 54
<br /> 55 CLAYEY SILT (ML) (7 5YR-4/6) STRONG BROWN,
<br /> se 1065' 41 56 medium plasticity, no dilotanc firm, tough,
<br /> damp, no odor/discoloration 0,5,70,25)
<br /> 57
<br /> 58
<br /> 59
<br /> 60
<br /> SB-1060' 0 5 S1 Sharp contact at 1 bgs to
<br /> GRAVELLY SAND (SC) (2 5YR-2/3) LIGHT OLIVE
<br /> 62 BROWN, medium grained, subangular, poorly
<br /> graded, moist, no odor/discoloration (20,75,5,0)
<br /> 63
<br /> Reviewed By J Dote f 11
<br /> S E C O R Revised By Dote Poge_�_af 3_
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