|
i
<br />15
<br />R
<br />a
<br />w
<br />= 20
<br />a
<br />w
<br />0
<br />25
<br />30
<br />35
<br />ILLH
<br />TH TH -2 TH -3 TH -Y TH -5 TH -6
<br />Permit Number / 996 -ao
<br />Class: ElPermit
<br />Section/Exhibit:
<br />i Class: R
<br />- - = - -� -�
<br />Class: O Report El Hytlro OG nare
<br />Doc Type_
<br />13Application (Coal only) 13 Bond 0 Enforcement 0 Inspection
<br />0
<br />LEGEND:
<br />5 f.:+ CLAY: SOFT TO MEDIUM STIFF, SILTY TO VERY SILTY, SANDY TO VERY SANDY, LOCALLY
<br />GRADES INTO VERY CLAYEY SAND, MOIST TO VERY MOIST, TAN, BROWN, (CL, CL -SC)
<br />I
<br />SAND: VERY LOOSE TO MEDIUM DENSE, VERY FINE TO MEDIUM GRAINED, SILTY, CLAYEY TO
<br />VERY CLAYEY, LOCALLY GRADES INTO VERY SANDY CLAY, MOIST TO WET, TAN, BROWN (SC,
<br />SC -CL, SC -SM)
<br />10 SAND: MEDIUM DENSE TO VERY DENSE, FINE TO COARSE GRAINED BUT PREDOMINATELY
<br />MEDIUM TO COARSE GRAINED, GRAVELLY, LOCALLY VERY GRAVELLY GRADING INTO SANDY
<br />GRAVEL, VERY MOIST TO WET, PINK, GREY, (SW, SP, SW -SP, SW -GW, GW, GW -GP)
<br />SANDSTONE: VERY HARD, VERY FINE TO FINE GRAINED, SILTY TO VERY SILTY, LOCALLY
<br />CLAYEY, MOIST TO WET, DARK GREY
<br />15 CLAYSTONE: HARD, SILTY, LOCALLY SANDY, LOCALLY LAMINATED WITH LOCAL IRON OXIDE
<br />STAINING, MOIST TO VERY MOIST, GREY, GREY - ORANGE
<br />W 4 STANDARD SPLIT SPOON SAMPLE. NUMBER INDICATES 4 BLOWS OF
<br />20 v A 14FREE - FALLING 0 LB HAMMER FREE - FA 30- INCHES WERE REQUIRED TO
<br />= DRIVE THE SAMPLE 1 -FOOT OR THE INDICATED INTERVAL.
<br />I—
<br />a
<br />w
<br />0
<br />25 5 -30-00 WATER LEVEL AND DATE MEASURED
<br />30 NOTES:
<br />35
<br />0
<br />1.EXPLORATORY BORINGS ON THE TIGGES AND ROBERTS PROPERTIES WERE DRILLED ON JANUARY 17
<br />AND MAY 30, 2000 RESPECTIVELY. BORINGS WERE DRILLED WITH A TRUCK - MOUNTED CME -75
<br />DRILL RIG USING HOLLOW STEM AUGERS.
<br />2. BORINGS WERE APPROXIMATELY LOCATED IN THE FIELD BY PACING FROM FEATURES ON THE SITE
<br />PLAN.
<br />3. LINES BETWEEN MATERIALS REPRESENT APPROXIMATE BOUNDARIES BETWEEN TYPES. TRANSITIONS
<br />MAY BE GRADUAL.
<br />4, GROUNDWATER LEVELS WERE MEASURED AT THE TIME OF DRILLING AND WILL FLUCTUATE.
<br />HALL -IRWIN
<br />ROBERTS PROPERTY
<br />SUMMARY LOGS OF
<br />EXPLORATORY BORINGS
<br />JOB NO. 19---06- 31ILL�055.00
<br />L LLC
<br />nGW--
<br />1 -2
<br />IGIIII IJIII VIII full VIII VIII IIII IIII
<br />009701
<br />0
<br />5
<br />f
<br />10
<br />15
<br />R
<br />a
<br />w
<br />= 20
<br />a
<br />w
<br />0
<br />25
<br />30
<br />35
<br />ILLH
<br />TH TH -2 TH -3 TH -Y TH -5 TH -6
<br />Permit Number / 996 -ao
<br />Class: ElPermit
<br />Section/Exhibit:
<br />i Class: R
<br />- - = - -� -�
<br />Class: O Report El Hytlro OG nare
<br />Doc Type_
<br />13Application (Coal only) 13 Bond 0 Enforcement 0 Inspection
<br />0
<br />LEGEND:
<br />5 f.:+ CLAY: SOFT TO MEDIUM STIFF, SILTY TO VERY SILTY, SANDY TO VERY SANDY, LOCALLY
<br />GRADES INTO VERY CLAYEY SAND, MOIST TO VERY MOIST, TAN, BROWN, (CL, CL -SC)
<br />I
<br />SAND: VERY LOOSE TO MEDIUM DENSE, VERY FINE TO MEDIUM GRAINED, SILTY, CLAYEY TO
<br />VERY CLAYEY, LOCALLY GRADES INTO VERY SANDY CLAY, MOIST TO WET, TAN, BROWN (SC,
<br />SC -CL, SC -SM)
<br />10 SAND: MEDIUM DENSE TO VERY DENSE, FINE TO COARSE GRAINED BUT PREDOMINATELY
<br />MEDIUM TO COARSE GRAINED, GRAVELLY, LOCALLY VERY GRAVELLY GRADING INTO SANDY
<br />GRAVEL, VERY MOIST TO WET, PINK, GREY, (SW, SP, SW -SP, SW -GW, GW, GW -GP)
<br />SANDSTONE: VERY HARD, VERY FINE TO FINE GRAINED, SILTY TO VERY SILTY, LOCALLY
<br />CLAYEY, MOIST TO WET, DARK GREY
<br />15 CLAYSTONE: HARD, SILTY, LOCALLY SANDY, LOCALLY LAMINATED WITH LOCAL IRON OXIDE
<br />STAINING, MOIST TO VERY MOIST, GREY, GREY - ORANGE
<br />W 4 STANDARD SPLIT SPOON SAMPLE. NUMBER INDICATES 4 BLOWS OF
<br />20 v A 14FREE - FALLING 0 LB HAMMER FREE - FA 30- INCHES WERE REQUIRED TO
<br />= DRIVE THE SAMPLE 1 -FOOT OR THE INDICATED INTERVAL.
<br />I—
<br />a
<br />w
<br />0
<br />25 5 -30-00 WATER LEVEL AND DATE MEASURED
<br />30 NOTES:
<br />35
<br />0
<br />1.EXPLORATORY BORINGS ON THE TIGGES AND ROBERTS PROPERTIES WERE DRILLED ON JANUARY 17
<br />AND MAY 30, 2000 RESPECTIVELY. BORINGS WERE DRILLED WITH A TRUCK - MOUNTED CME -75
<br />DRILL RIG USING HOLLOW STEM AUGERS.
<br />2. BORINGS WERE APPROXIMATELY LOCATED IN THE FIELD BY PACING FROM FEATURES ON THE SITE
<br />PLAN.
<br />3. LINES BETWEEN MATERIALS REPRESENT APPROXIMATE BOUNDARIES BETWEEN TYPES. TRANSITIONS
<br />MAY BE GRADUAL.
<br />4, GROUNDWATER LEVELS WERE MEASURED AT THE TIME OF DRILLING AND WILL FLUCTUATE.
<br />HALL -IRWIN
<br />ROBERTS PROPERTY
<br />SUMMARY LOGS OF
<br />EXPLORATORY BORINGS
<br />JOB NO. 19---06- 31ILL�055.00
<br />L LLC
<br />nGW--
<br />1 -2
<br />IGIIII IJIII VIII full VIII VIII IIII IIII
<br />009701
<br />
|