Laserfiche WebLink
Lul"`G OF EXPLORATORY BORING <br />PROJECT NUMBER 939-02.06 BORING NO. G-3 <br />PROJECT NAME San Joaquin County Landfill Development Site PAGE 11 OF 11 <br />BY BAB DATE 6/15-19/87 SURFACE ELEV. 110.30 <br />F4 <br />El <br />m <br />21 <br />Em <br />conzinueo). <br />SILT, strong brown (7.5YR, 4/6); 15-20% <br />very coarse sand. <br />SCCLAYEY SAND, dark grayish brown (10YR, <br />4/2); 20% fines; 20% fine hard <br />gravel; very fine to fine grained; <br />10% medium to coarse grained; 80% <br />quartz; 15% mafic; 5% lithic; sub- <br />_ :; <br />N:; angular to subrounded shape. <br />BOTTOM OF BORING AT 215 FEET. <br />Terminated hole. <br />PLATE A-44 <br />POCKET <br />PENETRA- <br />LITHO - <br />TORVANE <br />PENETRO- <br />TION <br />z J <br />z <br />N <br />J GRAPHIC DESCRIPTION <br />METER <br />(BFt.) <br />►i''. ; <br />3 <br />a <br />COLUMN <br />(TSF) <br />(TSF) <br />� J <br />e <br />H <br />F4 <br />El <br />m <br />21 <br />Em <br />conzinueo). <br />SILT, strong brown (7.5YR, 4/6); 15-20% <br />very coarse sand. <br />SCCLAYEY SAND, dark grayish brown (10YR, <br />4/2); 20% fines; 20% fine hard <br />gravel; very fine to fine grained; <br />10% medium to coarse grained; 80% <br />quartz; 15% mafic; 5% lithic; sub- <br />_ :; <br />N:; angular to subrounded shape. <br />BOTTOM OF BORING AT 215 FEET. <br />Terminated hole. <br />PLATE A-44 <br />