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AS CONSTRUCTED
<br /> B1 B2 83 B4 B5 BIS B7 Ba B9 810 B11b B12 B13 B14 1 7 B16 B17 B18 B19 B20 821 822 B23 B24 B25 B26 B27 B28 B29 B30 B31 B32 B33 B34 835
<br /> 4597.13 4594.17 4594.77 4595.00 4594.47 4598.29 4596.46 4598.77 4597.05 4598.18
<br /> 4596.54 4596.54 4595.41 4598.67 4 02.35 4598.42 4596.99 4596.35 4598.13 4597.61 4599.32 4597.15 4598.03 4595.62 4597.17 4596.99 4594.44 4596.65 4595.60 4597.87 4597.22 4596.39 4597.85 4596.16 4596.00
<br /> 4600 4600- ti 0
<br /> T I
<br /> 05
<br /> 0
<br /> -4590 4590-
<br /> 2
<br /> 2 N
<br /> 4/12- 3/12- >
<br /> 0
<br /> 4580 4580-
<br /> Y LL
<br /> -
<br /> M
<br /> ri 35/12- 67/12-
<br /> z
<br /> 4570 4570- 0
<br /> 37/12- 31/12-
<br /> 4560-
<br /> -4560 CL 0
<br /> %
<br /> 16
<br /> 0)
<br /> 4550
<br /> 4550- *0 0
<br /> _j
<br /> > 1. 0
<br /> 16 M
<br /> 75
<br /> -4540
<br /> /5 4540
<br /> j
<br /> L)
<br /> UH:
<br /> 0
<br /> 4530
<br /> 4530
<br /> 4520 j
<br /> 4520 j
<br /> /4-
<br /> 4510
<br /> 4510-
<br /> rl
<br /> E3 E3
<br /> < C
<br /> M
<br /> 4 -
<br /> -4500 500
<br /> C:> == 16
<br /> CQ
<br /> 4490 44901 7
<br /> 53
<br /> 0
<br /> M
<br /> _j
<br /> O
<br /> V)
<br /> 0 SYMBOL DESCRIPTION 2 0, 0
<br /> a)
<br /> 0
<br /> Strata symbols >
<br /> Lu
<br /> NOTES:
<br /> CLAY (CL); with sand and silt, stiff, moist to wet, Weathered Claystone, silty, moist, dark gray CLAYSTONE; silty, very hard, moist, dark gray
<br /> co 1. EXPLORATORY BORINGS WERE DRILLED IN SEPTEMBER, 2015, C� S�
<br /> ,adark brown, with fine roots USING A CME-55 DRILL RIG WITH A 4-INCH DIAMETER EN 0
<br /> 0 MI M 0 CONTINUOUS FLIGHT SOLID STEM AUGER OR 3 1/4-INCH 0
<br /> ,
<br /> > DIAMETER HOLLOWSTEM AUGER.
<br /> Poorly graded SAND (SP); slightly gravelly (fine SAND (SM); with silt, loose to medium dense, very FILL; sand and gravel roodbase (GP-SP), dense, 2. 50/5 INDICATES 50 BLOWS WITH A 140-POUND HAMMER
<br /> grovels), loose to dense, moist to wet, brown moist to wet, brown to dark brown slightly moist, brown FALLING 30 INCHES WERE REQUIRED TO DRIVE A CALIFORNIA
<br /> BARREL OR SPLIT SPOON SAMPLER 5 INCHES.
<br /> U) nwuuu
<br /> SANDSTONE; clayey with occasional silt and gravel, 3. ELEVATIONS OF ALL BORINGS WERE DETERMINED BY CLIENT'S
<br /> hard to very hard, very moist to wet, calcareous in SURVEYOR. J65 20 C*PIRIII
<br /> Poorly graded SAND and GRAVEL (GP-SP); with SILT (ML); sandy. slightly clayey, medium dense,
<br /> places, with occasional mica, with occasional iron wet, brown %os
<br /> rn cabbies, dense to very dense, wet, brown s-
<br /> o
<br /> 4. GROUNDWATER WAS ENCOUNTERED AT DEPTHS OF 3 TO 20
<br /> oxide staining, orange-ton to brown to light brown e.29..7
<br /> 36r� gas(SP to SC; A-1 to A-2) FEET IN ALL BORINGS DURING DRILLING. FOR SAFETY .1
<br /> U�'8,29.45"75
<br /> PURPOSES, BORINGS WERE BACKFILLED AT THE COMPLETION .OF THE STUDY. .......
<br /> SILTSTONE, with clay and/or fine sand, very hard, Poorly graded SAND (SP-SM); with silt, medium B11b BORING NUMBER
<br /> moist, dark gray dense, wet, brown 4596.54 GROUND ELEVATION AT TOP OF BORING 5. THESE LOGS ARE SUBJECT TO LIMITATIONS, CONCLUSIONS,
<br /> > Job# 07113
<br /> ILI AND RECOMMENDATIONS IN THE GEOTECHNICAL REPORT BY Dale10/9/15
<br /> 0 CESARE, INC. PROJECT NO. 15.3047. Drawn By WSS
<br /> a) Desgrea By TPY
<br /> P C-ked By Jcy
<br /> Water level during drilling
<br /> rile JT-Kersey Slurry walkgea
<br /> &MW 1"=10'
<br /> Sheet: Of:
<br /> 3 9
<br />
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