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ISSUED FOR CONSTRUCTION
<br /> EXISTING EXISTING
<br /> B5 P2-1 P2-2 P2-3 P2-4 P2-5 P2-6 P2-7 P2-8 P2-9 P2-10 P2-11 P2-12 P2-13 P2-14 P2-15 812 ►ny
<br /> 3599.3 3598 3597 3597.5 3597.5 3598 3598 3598 3599 3600 3600 3601 3602 3603 3603 3602 3602
<br /> r% N
<br /> 3600 3600 �r
<br /> �y fA p m E
<br /> — C.
<br /> E q
<br /> 3590
<br /> _ - 3590 0 Q o
<br /> nn
<br /> >J R
<br /> 1.
<br /> o L
<br /> al
<br /> 3580 3560 i., o 0.
<br /> � � `o.
<br /> 3570 .ti' . } 3570
<br /> }.
<br /> z
<br /> 0
<br /> F F
<br /> 3560 d 3560 w c
<br /> D
<br /> E
<br /> 50/1 50/ L O
<br /> }3550 > .i° ' 3550 =
<br /> N
<br /> _ N �
<br /> 3540 1 w
<br /> 3540 (A O
<br /> N
<br /> 50/ S 0
<br /> Lw
<br /> 50/3 . 50/2 50/2 S0/2 _ 50/2 d
<br /> 50/2
<br /> 3530 67/111 50/5 _ 3530
<br /> LID
<br /> a
<br /> V
<br /> v 13520 - 3520 J �+
<br /> m H 'a
<br /> CD E�.
<br /> 13510 3510 L
<br /> 1116
<br /> SYMBOL DESCRIPTION 0
<br /> Strata symbols IM d
<br /> 3
<br /> J CLAY, sandy to silty, lean to fat, soft to very stiff, NOTES; NOTES; a
<br /> moist to very moist, light to dark brown (CL, CH, 1. 67/11 INDICATES 67 BLOWS WITH A 140-POUND HAMMER 1. EXPLORATORY BORINGS WERE DRILLED IN
<br /> A-7-6) FALLING 30 INCHES WERE REQUIRED TO DRIVE A MODIFIED NOVEMBER AND DECEMBER, 2015.
<br /> CALIFORNIA BARREL SAMPLER 11 INCHES.
<br /> 2. EXPLORATORY BORING 1 THROUGH 15 WERE DRILLED 2. BORING LOCATIONS WERE SURVEYED BY OTHERS
<br /> SAND clean to with silt, no to some gravel, poorly NOVEMBER 16-24, AND NOVEMBER 30-DEVEMBER 2, 2015 PRIOR TO DRILLING.
<br /> to well graded, medium to dense, most to wet (SP, USING A CME 550 X DRILL RIG EQUIPPED WITH 3-INCH
<br /> SW, SP-SM, SW-SM, A-t-a, A-1-b) DIAMETER CONTINUOUS-FLOGHT SOLID-STEM AUGER, 4-1/2 3. THESE LOGS ARE SUBJECT TO LIMITATIONS,
<br /> 05 INCH ID HOLLOW-STEM AUGER AND NO WIRELINE CORING CONCLUSIONS, AND RECOMMENDATIONS IN THE
<br /> N EQUIPMENT. GEOTECHNICAL REPORT BY CESARE, INC. DATED `o 0
<br /> �����
<br /> r SAND, with gravel to gravelly, clean to with silt,
<br /> 3. RELATIVE ELEVATIONS OF ALL BORINGS WERE DETERMINED FEBRUARY 2, 2016. ED
<br /> BY INTERPOLING FROM TOPOGRAPHIC CONTOURS ON THE
<br /> o some clay, occasional cobbles, well to poorly r
<br /> BORING LOCATION PLAN PROVIDED BY J&T, CONSULTING, DEC ?_ F n R o 0. graded, medium dense to dense, wet, light brown INC. ��+ 12
<br /> o (SP-SM, SW, SP, A-1-o) 4. GROUNDWATER WAS ENCOUNTERED AT DEPTHS OF 6 TO 9 D�V�S na n w
<br /> 9�nn FEET BELOW GROUND SURFACE I ALL BORINGS DURING M�NlNG 8 a�:.ArION
<br /> 0) SAND, clayey to silty/clayey, medium dense, slightly DRILLING. FOR SAFETY PURPOSES, BORINGS WERE `S� -�- >
<br /> L y y g y BACKFILLED AT THE COMPLETION OF DRILLING EACH BORING FEE REPORT �Ls
<br /> rn moist to wet, poorly graded, light to dark brown
<br /> (SC, SC-SM, A-2-4) SO NO FURTHER WATER LEVEL MEASUREMENTS WERE �101P a
<br /> f0 MADE. m 3
<br /> a 5. CONTACTS BETWEEN SOIL UNITS ARE APPROXIMATE AND MAY
<br /> SHALE, sandy in lenses, soft to hard, moderate BE GRADATIONAL.
<br /> -— weathered at contact to fresh depth, slightly moist, 6. BENTONITE SEAMS AND LIMESTONE STRINGERS WERE a "
<br /> thinly to t <
<br /> hickly bedded, slightly to moderate ENCOUNTERED IN ALL ROCK CORES. BENTONITE SEAMS AND
<br /> fractured, sub blocky to sub platy to fissile, LIMESTONE STRINGERS GREATER THAN 3.5 INCHES ARE g
<br /> i abundant fossil fragments, whole shell laminations, DIFFERENTIATED IN THE GRAPHIC LOGS. ALL OTHERS ARE
<br /> S occasional bentonite seams and limestone stringers, UNDIFFERENTIATED. 0 REG�gI i
<br /> 3 dark to light gray to gray brown where weathered. 7. THESE LOGS ARE SUBJECT TO THE LIMITATIONS, C:'yF�F;,
<br /> vvSS CONCLUSIONS, AND RECOMMENDATIONS IN THIS REPORT.
<br /> a PROJECT NO. 15.210. '' 6Q4g�i
<br /> rSt V Water table during drilling
<br /> N O ti.13.IF
<br /> C Depth to caving 'S1A�m�
<br /> Soil Samples Joe. 15120
<br /> O� 19/16
<br /> Bulk Sample D.- v By WSS
<br /> Q ❑ De- d By TPY
<br /> aicy
<br /> N ■ Modified California Sample SS�«aeaB N.TS
<br /> File JT-Slurry Geo
<br /> le
<br /> N
<br /> Sheet: 01:
<br /> o m Rock Core 2 9
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