Laserfiche WebLink
NOTE: lops are to be used only for desgnalsd puryoae <br /> ` <br /> W� SAMPLE NUMBER O >^ BORING/WELL x: <br /> DW 3 u ¢x <br /> 60 W g_3 w <br /> OJ a y DESCRIPTION nw <br /> ' Q m <br /> LL: <br /> ap <br /> e <br /> - SM Silty fine sand,dark brown,moist,loose <br /> t 1 1 <br /> 2 2 <br /> t <br /> 3 <br /> 3 <br /> a <br /> i <br /> 4 — <br /> -4 <br /> 5- <br /> 6 - <br /> 7- <br /> 6 7 SM 7 <br /> Pea GRAVEL <br /> 8 8 <br /> E <br /> 9 3 9 <br /> 5 <br /> to 5 0 ' GP GRAVEL with some silty fine sand,dark brown,moist,medium dense 10 <br /> 11 11 <br /> 12 12 <br /> 13 13 <br /> 14 14 <br /> 15 1 15 <br /> 1 <br /> 16 63643 1 0 SM Silty SAND,dark brown,moist,fine to medium,loose 16 <br /> 17 17 <br /> 18 18 <br /> € 19 19 <br /> a! <br /> 20 9 20 <br /> 18 Clayey SILT with a trace of fine sand,olive brown with orange mottling, <br /> P1 63644 20 0 ML moist,stiff 21 <br /> LOG CONTINUED ON NEXT PAGE <br /> 22 22 <br /> LOG OF AUGER BORING PLATE <br /> iKLEINFELDER <br /> SOIL SAMPLE ANALYSIS A'6 <br /> PRODUCED: 11/18/92 1 TOTALDEPTH: 261t. SAN JOAQUIN CO. - CANLIS BUILDING <br /> PROJECT NO. 24-220191-AOO LOGGED BY: C. Clark LOG DATE: 11/6/92 Sheet 1 of 2 <br /> s <br />