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Project RANCH MARKET Protect No 077 42006 003 Log of Boring/Monitoring Well <br /> Baring Location 23564 S SANTA FE ROAD, RIVERBANK, CA SB-1 <br /> d <br />' Z o E d a LITHOLOGIC DESCRIPTION Boring Abandonment/ <br /> N V � J (color, gram size, consistency, moisture, other) <br /> E o a a 8 Well Construction Details <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 /> 58-1035' 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 grovel, sand as abovewith 1 " ravels, saturated, <br /> 39 no odor/discoloration (20,75,5,0 <br /> 40 Some as above, gravels up to 0 5" <br /> SB-1040' 43 41 <br /> 42 Larger gravels, up to 1 5" in shoe <br />' 43 <br /> 44 <br />' 45 SAND (SP) (10YR-4/3) BROWN, poorly graded, <br /> 5B—t045 t 5 46 medium grained, sub-angular, weakly cemented, Cement <br /> wet, no odor/discolorotion (0,90,10,0) Grout <br /> 47 <br /> 48- <br /> 49- <br /> 50- <br /> 84950 SILTY SAND (SM) (10YR-5/4) YELLOWISH BROWN, <br /> SB-10W 32 51 poorly graded, fine grained sand, no cementation <br /> wet, no odor/discolorction, trace mica (0,70,30,0 <br /> 52- <br /> 53 <br /> 0. <br /> 54 <br /> 55 CLAYEY SILT (ML) (7 5YR-4/6) STRONG BROWN, <br /> 58-1®55, medium pltast�c�t no dilotanc firm, tough, <br /> 41 <br /> 56 damp, no adorAscoloration 0,5,70,25) <br /> 57 <br /> 58 <br /> s 59 <br /> 60 <br /> se--1050' 05 61 Sharp contact at 61 bgs to <br /> GRAVELLY SAND (SC) (2 5YR-2/3) LIGHT OLIVE <br /> B2 BROWN, medium grained, subangular, poorly <br /> graded, most, no odor/discoloration (20,75,5,0) <br /> 63 <br /> c p Reviewed By Date Q <br /> S E C O R Revised By Date page-2-of-3- <br />