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rFIELD <br /> y > - DESCRIPTION <br /> r . 3 > a o <br /> o <br /> �+ c 2 D a � (Continued from previous plate) <br /> 0 m a_a Cn Z _J <br /> 9 - = SAND(SW): Yellow-brown, moist,dense, fine to coarse <br /> 13 grained,no odor <br /> 14 1 17266 _ <br /> C _ 4% <br /> 30 12 Clayey SILT(ML): Brown,moist,hard,with fine sand, <br /> 30/5" 1 17267 .,abundant Fe stains,trace organics,no odor <br /> C` 35 <br /> 7 Clayey SILT(MU: Brown,moist,hard,no odor <br /> SAND(SP/SM):Yellow-brown, moist, dense,fine to medium <br /> r 30//5" 1 17268 grained, with silt, no odor <br /> 40 11 Silty SAND/SAND(SM/SP): Olive-brown, moist,dense, fine <br /> 18 to medium grained,abundant Fe stains <br /> 19 0 17269 <br /> Li <br /> r45 9 olive-brown to fight brown, fine grained <br /> Yrl 16 <br /> 18 1 17270 <br /> Lo <br /> Cso 13 SAND(SP): Yellow-brown,moist,very dense,fine to medium <br /> 25 grained, no odor <br /> 28 2 17271 <br /> .i <br /> Boring completed ata depth <br /> of approximately 51-1/2 feet <br /> _,_ below existing site grade. <br /> L � . <br /> LOG OF BORING 2- 2 PLATE <br /> rAbl_; K L E I N F E L D E R 2 of 2 <br /> L ; HWY 120/McHENRY AVENUE PROJECT <br /> o Drafted By: DWA Project No.: 20-3941-01 1305 ESCALON AVENUE A-4 <br /> W <br /> Date: 3/4/97 File Number. ESCALON, CALIFORNIA <br /> L Copyright Kleinfelder,Inc.1997 <br />