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B-100 <br /> G R-42 G R-43 <br /> LEGEND: <br /> F- 0 0 <br /> .40 <br /> 17/12 10112 SAND,CLAYEY, MOIST TO WET, LOOSE TO VERY <br /> io DENSE, BROWN,LIGHT BROWN,RUST(SC) <br /> 10 11/12 7/12 1 SAND,CLEAN TO SLIGHTLY CLAYEY, MOIST TO WET, <br /> El LOOSE TO DENSE,BROWN,LIGHT BROWN,RUST(SP, <br /> SP-SC) <br /> 28/12 j 13/12 <br /> 00, CLAY,SANDY, MOIST TO WET, STIFF TO VERY STIFF, <br /> F1 <br /> BROWN,LIGHT BROWN,GRAY(CL) <br /> 20 43/12 le 0320/12 op 20 <br /> WEATHERED CLAYSTONE BEDROCK,SANDY,MOIST, <br /> 23/12 op 30/12 MEDIUM HARD,GRAY, BROWN,ORANGE <br /> op- <br /> CLAYSTONE,SANDY,MOIST, HARD,GRAY,BROWN <br /> 30 26/12 46/12 30 <br /> 12/12 150/6 <br /> 40 36/12 40 <br /> DRIVE SAMPLE.THE SYMBOL 17/12 INDICATES 17 <br /> w w BLOWS OF A 140-POUND HAMMER FALLING 30 INCHES <br /> 32/12 " WERE REQUIRED TO DRIVE A 2.5-INCH O.D.SAMPLER <br /> = 12INCHES. <br /> a <br /> 0 0 <br /> 50 41/12 50 SZ WATER LEVEL MEASURED AT TIME OF DRILLING. <br /> 46/12 <br /> 60 60 NOTES: <br /> ® . 1 <br /> 1. THE BORINGS WERE DRILLED ON JANUARY 28, <br /> 2019 USING 6-INCH DIAMETER HOLLOW-STEM <br /> AUGERS AND A TRUCK-MOUNTED DRILL RIG. <br /> 70 70 2• THESE LOGS ARE SUBJECT TO THE LIMITATIONS, <br /> EXPLANATIONS AND CONCLUSIONS IN THE REPORT. <br /> 3. WC - INDICATES MOISTURE CONTENT(%). <br /> DD - INDICATES DRY DENSITY(PCF). <br /> SW - INDICATES SWELL WHEN WETTED UNDER <br /> APPROXIMATE OVERBURDEN PRESSURE(%). <br /> 80 80 <br /> -200- INDICATES PASSING NO.200 SIEVE(%). <br /> LL - INDICATES LIQUID LIMIT. <br /> PI - INDICATES PLASTICITY INDEX. <br /> UC - INDICATES UNCONFINED COMPRESSIVE STRENGTH(psi <br /> SS - INDICATES SOLUBLE SULFATE CONTENT(%). <br /> L- 90 90 Summary Logs of <br /> Exploratory Borings <br /> SCNEDIO GROUP,LLC <br /> CSP SAND PLANT FIGURE 1 <br /> CTL I T PROJECT NO.FC08689-125 <br /> Keenesburg Project_Limited Impact 110 Application_May 24,2019 <br />