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TH-1 TH-2 TH-3 TH-4 TH-5 TH-6 TH-7
<br /> 0- ELEV=4852.7 ELEV=4852.3 ELEV=4851.8 ELEV=? ELEV=? ELEV=4 51.8F74 ELEV=? 0
<br /> 7-23-97 7-23-97 BULK 7-24-97
<br /> 7-23-97 7-24-97 7-24-97 I 7-24-97
<br /> LL=33
<br /> PI=14
<br /> -200=56.7
<br /> 10
<br /> ^:o 0 10
<br /> BULK o40
<br /> 'o
<br /> 20 0 20
<br /> W
<br /> w Q 4 i
<br /> v BULK
<br /> a 50 0 -200=4.4 a
<br /> w 39 0 0
<br /> 30 50/16
<br /> MC=23.2 " 50/15" 30
<br /> LL=65 0
<br /> PI=39 0
<br /> -200=90.4
<br /> I
<br /> ;a
<br /> 40 50/7" 40
<br /> 50/7"
<br /> 50 50
<br /> LEGEND: NOTES:
<br /> 1. EXPLORATORY BORINGS WERE DRILLED JULY 23 AND 24, 1997 USING
<br /> SAND AND GRAVEL ROAD BASE 7/23/97-Z WATER LEVEL AND DATE MEASURED 8-INCH HOLLOW STEM AiD 4" CONTINUOUS FLIGHT AUGER POWERED BY
<br /> MCI A TRUCK-MOUNTED MOBILE B-57 DRILL RIG.
<br /> FILL PLACED BY SCRAPER: CLAY, SOFT TO MEDIUM STIFF, 22 SPLIT SPOON SAMPLE. NUMBER 2. ALL TEST HOLES, WITH THE EXCEPTION OF TH-4, TH-5, AND TH-7, WERE
<br /> ® SILTY, SANDY, LOCALLY GRAVELLY, MOIST, BROWN, (CL, INDICATES 22 BLOWS OF A 140 SURVEYED HORIZONTALLY AND VERTICALLY AFTER DRILLING.
<br /> CL-CH, CL-SC) HAMMER FREE FALLING 30-INCHES 3. LOGS ARE DRAWN TO DE TH.
<br /> WERE REQUIRED TO DRIVE THE
<br /> CLAY: SOFT TO MEDIUM STIFF, SILTY, SANDY, LOCALLY VERY SAMPLER 1 FOOT OR THE INDICATED
<br /> SANDY, MOIST, LOCALLY WET WITH DEPTH, BROWN, (CL, CL-CH, INTERVAL 4. THE LINES BETWEEN MAT RIALS SHOWN ON THE BORING LOGS REPRESENT
<br /> CL-SC, SC) APPROXIMATE BOUNDARIEt BETWEEN TYPES AND TRANSITIONS MAY BE
<br /> GRADUAL.
<br /> SAND, LOOSE TO MEDIUM DENSE, SILTY, VERY CLAYEY, MOIST, BULK INDICATES APPROXIMATE INTERVAL OF 5. LOGS SHOULD BE CONSIDERED ACCURATE TO THE DEGREE IMPLIED BY THE
<br /> BROWN, (SC) BULK DISTURBED SAMPLE. METHODS USED.
<br /> 6. GROUNDWATER LEVELS WERE MEASURED AT THE TIME OF DRILLING AND WILL
<br /> INTERBEDDED SAND AND CLAY: MEDIUM DENSE, SILTY, WET, FLUCTUATE SEASONALLY AND WITH SITE DEWATERING.
<br /> BROWN, (SW, SP, CL)
<br /> 7. LABORATORY TESTING: MC = MOISTURE CONTENT,
<br /> SAND AND GRAVEL: MEDIUM DENSE TO DENSE, SLIGHTY SILTY, -�00=% PASSING THE NO. 200 SIEVE
<br /> FINE GRAINED TO COARSE GRAINED, GENERALLY COARSENS LL = LIQUID LIMIT
<br /> o WITH DEPTH, WET, PINK-BROWN (SP, GP, SW, GW, SP-GP, PI I = PLASTICITY INDEX
<br /> SP-SW, GP-GW, SW-GW) GNP = GRANULAR NON-PLASTIC JOB NO. 19-0636.022.00
<br /> CLAYSTONE: HARD, SILTY, LOCALLY SANDY, LIGNITIC, LOCAL Rmc
<br /> COAL SEAMS, MOIST, MODERATELY TO VERY PLASTIC, GREY,
<br /> DARK GREY, BLACK KOENIG PIT FIGURE:
<br /> I SUMMARY LOGS G
<br /> V
<br />
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