|
SOIL BORING LOG Page 2 of 2
<br /> _ LOCATION 305 Hutchins St LODI , CA
<br /> CLIENT City Thrift and Loan Association BORE HOLE EB-5
<br /> DATE DRILLED December 12, 1991 DRILLED BY Soils Exploration Services
<br />' DRILLING METHOD 8" H s Augers SAMPLE METHOD Cal Mod Split
<br /> LOGGED BY Make Wopat Spoon
<br />' Depth Sarlptes S❑IL DESCRIPTI❑N Unified penetration
<br /> Below cottecte0l Sol( Log collected Comments
<br /> Color, Grain size, Texture, Ctassl-
<br />' urfac TNT flop e Moisture, Consistency, ❑dor fic°tion Blows / 1$'
<br /> 30-31 5 ft gray—brown moderately
<br /> sorted, fine SAND (SW), damp, medium 6, 13, 16
<br />' EB5-31 dense, very faint hydrocarbon odor, SW
<br />' j5 35-36 5 ft light tan well sorted fine
<br /> to very fine, angular quarts SAND (SP),
<br /> E135-36 with fresh biotite, damp, very dense, SP 10, 22, 34
<br />' slight hydrocarbon odor,
<br /> 4040-4.1 4 ft tan, well graded, clean fine
<br /> quartz SAND (5W) with abundant fresh SW
<br /> biotite damp dense slight hydrocarbon
<br /> E135-41 odor, L 12, 24, 26
<br />' Below 41 4 ft, brown—gray, very fine,
<br /> SILTY SAND (SIN), moist, possible hydro—
<br /> carbon odor
<br /> SM
<br /> ' 45 46-48 5 ft medium brown—gray well
<br /> EB5-46 sorted very fine, SILTY SAND (SM) 15, 25, 26
<br /> grodee downward to medium brown—
<br /> gray CLAYEY SILT (ISL) damp, very ML
<br /> dense slight hydrocarbon odor
<br /> 50' CL 51—51 5 ft brown SILTY CLAY (CL)
<br /> E135--51 grades downward to gray—brawn well 7, 14, 40
<br /> graded, fine to very fine SAND (SW),
<br /> damp, very dense, no hydrocarbon odor SW
<br /> 55
<br /> 55-585 ft brown SILTY CLAY (CL)
<br /> E135-56 damp hard, no hydrocarbon odor CL 6, 18, 50
<br /> Q
<br /> Boring bottomed at
<br /> 60
<br /> 60-61 5 ft red—brown, well graded, SW 60 ft, sampled to
<br /> = medium to fine SAND (SW), wet, dense, 61 5 ft
<br /> E135-61 no hydrocarbon odor, 13, 21 , 26
<br />
|