|
8
<br />4950 TH -1 TH -13 TH -14 - TH -16 TH -17 TH -18 4950 �<
<br />TH -2 TH 15 C
<br />7/17/97 TH -3 TH -4 TH -5 TH -12 7/24/97 ,
<br />M 7/18/97 BULK TH -9 TH-1U TH -11 7/17/97 7/17/97 .a 7/24/97 7/17/97 7/18/967 0'
<br />o' s 7/16/97 TH -7 TH -8 BULK 7/18/9 ° a s t r-- $ 5
<br />7/19/97 7/18/97 s 7/16/97 TH -6 7/18/97 7/17/97 - 200 =56.1
<br />10 7/16/97 s 7/17/97 BULK s BULK LL -34 ;Q o; �1 Z
<br />s s - 200 =34.0 4" L
<br />o. p -200 =83.7 7/18/97 s�> _ PI =12 4940
<br />4940 ;� ® BULK o: LL=43 ..b : 5j 4 0; cy' PI= 0 G} r? `�. j�_ o. <?• sa
<br />10 0. ,cs BULK
<br />0
<br />.o:
<br />fl
<br />o:
<br />si.^ cz O
<br />o'
<br />Q:
<br />10
<br />15 0,
<br />£i
<br />'Q. `off - 4930
<br />ri 493& BULK _ BULK °': •rt; ©< w ! (i
<br />o o` o Gs' o
<br />© 10 45 200 =4.5 0 °. or Q
<br />0
<br />Utz
<br />o -
<br />-200 5.6 0 0
<br />° i5_ 31 cx 15 o, 22 Q /lj/BULK R p 7:. �?. Gi C; ej
<br />w 492 {ie' ° .4 a d. .p :.• �( Cc o._ 'Er 4920
<br />b b: 44 a J) 50/6"
<br />50 c. 35 Q 39 4? q s ».. 50 /6» - 200 =7.7
<br /><?
<br />DD= 108.9 50 8
<br />MC =19.1 Q' - 200 =21.1 5016'
<br />�/� - 200 =87.7 0' 0 26 : -200 4
<br />LL-56 b 18 .0. - 200 =4.2
<br />PI =30 <i (N GNP
<br />491 „.
<br />4910
<br />-:.p� 26 0' `. 50/10"
<br />�y
<br />t3: L
<br />S2'
<br />50 Q
<br />50/9° o'
<br />490 Q 4900 C
<br />'.: 50/9- _ I
<br />%.
<br />C
<br />C
<br />CL c
<br />M
<br />-24 - - - [=
<br />0 TH -19 TH -20 TH -21 TH -22 TH -23 TH TH -25 TH 26 TH 27 TH -28 TH -29 TH 30 n�
<br />11 BULK 0-7 % 13 BULK Q o o. 0G C �'
<br />2/11/98 jBULK 2/12/98 rQ 2/12/98 2/12/98 ,.; 2/12/98 2/12/98 2/12/98 c
<br />4 2/11/98'• s ) z /1z /s6 _ :,_.' z /1z /ss
<br />2/11 /998 . }, 10 F ° V 9 S V co
<br />o -
<br />2/11/98 .. :o. ° BULK o: ca b �:
<br />�y 10 Ld
<br />10— : o ; o: 33 5 C! 8 :cz o
<br />BULK o Q. 4; In
<br />[i. o ci o io _
<br />p f f
<br />co
<br />20 $r 20 !_
<br />r
<br />WQ • rQ�0
<br />9-
<br />a:
<br />o 6; ` o: d` ci o
<br />o r
<br />_
<br />4.:
<br />::o. ra
<br />`>: 7' S0 8' S0 15 50 13°
<br />30 50 / / 30
<br />`ti
<br />a:
<br />0
<br />cjl
<br />5019 50/10° 50/8" 50/15' 50/7
<br />40 50 /6" 40'
<br />50/8 -1/2'
<br />50 50/9" 50
<br />}
<br />0]
<br />W
<br />! D
<br />I
<br />L'A
<br />I I w
<br />a:
<br />U
<br />1n
<br />W
<br />O
<br />LEGEND: NOTES: z
<br />1. EXPLORATORY BORINGS TH -1 THRU TH -18 WERE DRILLED JULY 16, 17, 18, AND 24, 1997.
<br />° CLAY: MEDIUM STIFF TO STIFF, SILTY, SANDY TO VERY SANDY, 7/16/97 WATER LEVEL AND DATE MEASURED BORINGS TH -19 THRU TH -27 WERE DRILLED FEBRUARY 11 AND 12, 1998 USING EITHER
<br />/® LOCALLY GRADES INTO CLAYEY SAND, LOCALLY GRAVELLY, 4 -INCH O.D. CONTINUOUS FLIGHT SOLID STEM OR 8" O.D. HOLLOW STEM AUGER, POWERED BY RFQ/
<br />MOIST TO WET, BROWN, (CL, CL -SC, SC) 10 STANDARD SPLIT SPOON OR CALIFORNIA A MOBILE B -57 DRILL RIG. QaQna� <.• d%
<br />LINER DRIVE SAMPLE. NUMBER INDICATES
<br />SAND- LOOSE TO MEDIUM DENSE, CLAYEY, SILTY, FINE TO 10 BLOWS OF A 140 -LB. HAMMER FREE 2• BORINGS WERE DRILLED USING EITHER 4 -INCH I.D. CONTINUOUS FLIGHT SOLID STEM OR Ir
<br />O.D. HOLLOW STEM AUGER, POWERED BY A MOBILE B -57 DRILL RIG. Permit !•" o z ,
<br />Io, MEDIUM GRAINED, MOIST TO WET, TAN - BROWN, (SC, SC -CL) FALLING 30- INCHES WERE REQUIRED TO cias N "tuber cam, o q
<br />n TO DRIVE THE SAMPLER 1 -FOOT OR THE 3. BORING LOCATIONS AND ELEVATIONS WITH THE EXCEPTION OF TH -14 AND TH -16 WERE Serbs "' _ •1� ayJ
<br />SAND: LOOSE TO MEDIUM DENSE, SILTY, FINE TO MEDIUM INDICATED INTERVAL SURVEYED. ELEVATIONS OF TH -14 AND TH -16 ARE ESTIMATED. xn,b,t
<br />y i Class p Rev�s� •_ y�^, �w 3
<br />�- GRAINED, MOIST TO WET, BROWN, (SM. SM -SW) 4. LINES BETWEEN MATERL4LS REPRESENT APPROXIMATE BOUNDARIES BETWEEN TYPES. TRANSITIONS =-rl?es?a �N
<br />PACKER TEST INTERVAL, -• �,'-
<br />SAND AND GRAVEL: LOOSE TO DENSE, WET, LOCALLY SILTY, 110 INDICATES HYDRAULIC CONDUCTIVITY OF MAY BE GRADUAL SAMPLES WERE OBTAINED AT THE INDICATED INTERVALS. �OCT➢PeRePO�❑H3d6 --_ nera - - -_ - - - _ _
<br />FINE GRAINED TO COARSE GRAINED, GENERALLY COARSENS LESS THAN 10 FEET PER YEAR 5. BORING LOGS SHOULD BE CONSIDERED ACCURATE TO THE DEGREE IMPLIED BY THE METHODS ❑APPiration'- - l /PU,IIIIl1
<br />�o GP- GWEPTH, WET, BROWN, PINK, (SP, GP, SP -GP, SP -SW, USED.(Ceai om'yj `-
<br />ace -
<br />K INTERVAL F I 6. FREE GROUNDWATER WERE MEASURED AT THE M F DRILLING. "'enr- _ _
<br />BUL E L 0 BULK DISTURBED D E LEVELS TIME 0 D L NG. GROUNDWATER LEVELS ❑ -
<br />ra SAMPLE FROM AUGER CUTTINGS WILL VARY SEASONALLY AND LOCALLY WITH DEWATER NG. L "snechon " - - - - -_ ONLY GAUD FOR CONSIMTURN
<br />SANDSTONE: VERY DENSE, SILTY, FINE TO MEDIUM GRAINED, C OPoGE O SEAL $M,NATURE
<br />UNCEMENTED, WET, GREY 7. LABORATORY TESTING: DD =DRY DENSITY, PCF �
<br />MC= MOISTURE CONTENT, R
<br />�
<br />-2
<br />��� CLAYSTONE: HARD, SILTY, LOCALLY SANDY, LOCAL LIGNITE, LL=LIQUID LIMIT
<br />7 PLASTICITY INDEX PLOTTED: Mar
<br />MOIST TO VERY MOIST, LOCAL SLICKENSIDES, LOCAL SAND
<br />IIIElll - 200 =9L PASSING Y2o0 SIEVE DESIGNED BY: GCC
<br />GCC
<br />'- SEAMS, GREY GNP= GRANULAR NO PLASTIC DRAWN BY: DJH
<br />" INTERBEDDED CLAYSTONE AND SANDSTONE: HARD, SILTY,
<br />CHECKED BY: CJH
<br />MOIST TO WET, GREY JOB NUMBER:
<br />19- 0636.024.00
<br />Illlllll�illlliillilillllllllllllllll SH33
<br />et
<br />
|