Island Mine #1 Coal

3 RD NW SUBMAIN XCUT 40 BETWEEN 4 & 5 ENTRY. 30' X 18' X 5'. JULY 02.

3RD NW SUB MAIN X CUT 55 #2 ENTRY 70 BY 20 BY 7.OCT 2002.

1ST S.E. SUB PANEL #5 ENTRY X-CUT 12 SPAD 7+04 20 X 18 X 6. OCT. 2002

WEST MAINS 1-A X CUT 16 RETURN #2 ENTRY 30X20X6.

1ST SW RETURN XCUT 47-51, 28 X 20 X 6'. #1 & 2 ENTRY.

NWA RETURN XCUT 38 SPAD 19+21 #2 ENTRY XOUT.

1A-A RETURN XCUT 16 #2 ENTRY. 7200 FROM OUTSIDE. 30 X 18 X 6 .

N LW X CUT #6 ENTRY, CONTINUATION OF A FALL FROM9-6-02.

THIRD N.W. SUBMAINS XCUT 45 SPAD 24+31, 2 & 3 ENTRY. 60' X 19'W X 6'H.

EE WAS CUTTING IN THE #1 ENTRY WHEN A ROCK 2 1/2X 6 X 4 FELL OUT BETWEEN THE PINS STRIKING EE ON HIS RT. FOOT AND ANKLE.

NWA INTAKE XCUT 58 #6 ENTRY. 20'L X 18'W X 7'H.

1A SUPPLY ROAD X CUT 34 30X18X6 AUG 30 98.

INTAKE #6 ENTRY NWA X C 53. 18X25X6 PROPSETS, CRIBS DATE 2-94.

NWA XCUT 61, 18 X 4 FT X 18 FT. THIS WAS ALSO TRUSS BOLTED FEB 1995 PUT CRIBS UP IN SUPPLY ROAD.

1A SUPPLY ROAD X CUT 45 & 46. 4,400 OUTBY UNIT. 9-15-98.

1A SUPPLY ROAD X CUT 35 30 BY 18 BY 5.

XCUT 42, #4 ENTRY. 18' X 60' X 8'. NOV. 1994. MAIN LINE BELT. 6' F.G. BOLTS & CRIBS.

4TH NORTH EAST #7 XCUT 16-18 18 BY 40 BY 6 FT. PROP SETS WILL BE SET.

1 A RETURN XCUT 23 3600 OUTBY 18 X 30 X 6' JULY-1998.

1 A RETURN XC 46 #2 ENTRY. 20 BY 18 BY 7 SET PROPS EACH SIDE. OCT 98 DEVELOPMENT DATE.

1 D HAUL ROAD, XCUT 23, 20' X 18' X 8'. SET PROP SETS, CRIBS, FLAGGED OUT.

#1 UNIT 2XCUTS FROM FACE OF #3 ENTRY INTERSECTION. 20' X 18' X 7'. SET CRIBS & PROP SETS, FLAGGED OUT.

1A XCUT BETWEEN 4&5 ENTRY. 5,600' OUTBY UNIT. 20X 18 X 6.

1A XC 53 #8 INTAKE. 50 X 20 X 7.

1-D SPAD, 13+35 IN THE NEUTRAL XCUT 21. 20' X 16' X 6'.

1 A INTAKE XC 39 60 BY 20 BY 8.

WALKED INTO STEEL RAIL.

1A #5 ENTRY XCUT 62 30'X 20'X 7'

1 A RETURN XC 15 & 16 #1 ENTRY 120 X 20X 7.

1A HAUL ROAD X-CUT 22. 30 FT LONG 20 FT WIDE 8 FT THICK.

EE WAS HELPING MOVE MINER CABLE HIS HARD HAT FELL OFF, AND HE RAISED UP HITTING HIS HEAD ON A ROOF BOLT.

1ST NORTH WEST SUB PANEL SPAD 2+50 #3 ENTRY 9 X-CUTS FROM FACE. 6'HIGH 18'WIDE 40'LONG.

EE WAS WORKING ON A SHUTTLE CAR, AND HIS WRENCH SLIPPED HITTING HIM IN THE UPPER LIP.

WALKING ACROSS THE UNIT, STEPPED IN A HOLE TWISTED RIGHT KNEE.

NWB MAIN SUPPLY ROAD , #6 ENTRY IN THE INTAKE AIR, 3 1/2 THICK X 20 X 20. SPAD #24 + 96.

THE #1 UNIT MANTRIP WAS RETURNING TO THE OUTSIDE AFTER THE SHIFT WAS OVER ON THE N. WEST HAUL ROAD WHEN THE MANTRIP HIT A SET OF ARCHES. WHEN THE MANTRIP STOPPED SUDDEN EE HIT HIS HEAD ON THE MANTRIP. HE WAS NOT WEARING HIS HARD HAT.

A FALL OF ROOF OCCURRED IN THE 1ST N.E. SUB MAINS XCUT 7 SPAD #2-20 FROM #6 ENTRY TO #7 ENTRY LENGTH 75, WIDTH 18', THICKNESS 8'. SUPPORT USED IN THE AREA WAS 6' TENSION REBAR BOLTS, YEILD PRO PS, & CRIBS. APPARENT CAUSE WAS UNDETECTED BREAK IN THE ROOF STRATA.

A FALL OF ROOF OCCURRED IN THE WEST MAINS AT X CUT AS IN THE #5 ENTRY. THE FALL WAS APPROX. 20'LX20'WIDEX7-8' THICK. THE AREA WAS SUPPORTED WITH 6FT FULLY GROUTED BOLTS AND TRUSS BOLTED. THE A PPROX. OF DEVELOPMENT WAS 9-28-98 AND THE DISTANCE FROM THE SECTION WAS 10,500 FT ADEQUATE WARNING WAS GIVEN.

EE WAS HELPING MECHANIC TAKE A SHUTTLE CAR TIR3E OFF OF A TRAILER WHEN THE TIRE FLIPPED OFF OF THE TRAILER AND THE EE TRIED TO HOLD IT AND STRAINED HIS LOWER BACK.

A FALL OF ROOF OCCURRED IN THE 1ST NE SUBMAINS IN THE #2 ENTRY AT X-CUT #6 APPROX 16,500 FT OUT BY THE UNIT. THE FALL WAS APPROX 35' LONG BY 18'WIDE BY 6'-10' HIGH. THE AREA WAS SUPPORTED WITH 6' TENSION REBAR BOLTS AND 2 ROWS OF TIMBERS. THE APPARENT CAUSE WAS AN UNDETECTED SLIP WITH WATER.

A FALL OF ROOF OCCURRED IN THE 1ST NORTHWEST SUBPANEL XCUT 18 AND 19, #5 ENTRY TO #2 ENTRY. THIS IS A WORKED OUT AREA. THE FALL WAS APPROX 250' LONG X 18' WIDE X 6-7' HIGH. THE AREA WAS PREVIO USLY BOLTED WITH 5' FULLY GROUTED BOLTS.

A FALL OF ROOF OCCURRED IN THE 1ST NW SUBPANEL AT XCUT #18 IN THE ROOMS APPROX 1860' OUTBY THE UNIT. THE FALL WAS 165' LONG X 20' WIDE X 6' HIGH AND THE AREA WAS SUPPORTED WITH5' FULLY GROUTED BOLTS.

A FALL OF ROF OCCURRED IN THE WEST MAIN ENTRIES IN THE #1 ENTRY IN BETWEEN XCUT 22 & 23 APPROX 11800' OUTBY THE UNIT. THE FALL WAS 30' LONG X 20' WIDE X 8' HIGH AND THE AREA WAS SUPPORTED WITH 6' FULLY GROUTED BOLTS.

A FALL OF ROOF OCCURRED IN THE 1ST NE PANEL, #7 ENTRY AT CROSSCUT 7 ~1450' OUTBY THE UNIT TAILPIECE. THE FALL WAS 75' LONG X 18' WIDE X 15' HIGH& AREA SUPPORTED WITH 6' FULLY GROUTED BOLTS AND 2 ROWS OF TIMBERS.

EMPLOYEE WAS IN THE PROCESS OF MEASURING THE DISTANCE FROM COAL RIB TO THE FIRST BOLT TO BE INSTALLED. EMPLOYEE WAS USING A PINNER STEEL BY LAYING IT BETWEEN THE BOOM OF THE BOLTING MACHINE AN D THE RIB. AS THE EMPLOYEE SWUNG THE BOOM THE PINNER STEEL WEDGED AND WAS FORCED OUTWARD, HITTING HIM IN THE MOUTH.

A FALL OF ROOF OCCURRED IN THE WEST MAIN ENTRIESIN THE #0 ENTRY BETWEEN X-CUT 23 AND 24, APPROX 12100' OUT BY THE UNIT. THE FALL WAS APPROX 35' LONG BY 18' WIDE BY 6 1/2' HIGH AND THE AREA WAS SUPPORTED WITH 6 FT FULLY GROUTED BOLTS. APPARENT CAUSE WAS AN UNDETECTED SLIP WITH WATER.

A FALL OF ROOF OCCURRED IN THE 1ST SOUTH WEST SUBMAINS IN THE #1 ENTRY AT X-CUT #10. THE FALL WAS APPROX 6 1/2' HIGH 54' LONG 19' WIDE AND THE APPARENT CAUSE WAS AN UNDETECTED SLIP. THE AREA WAS SUPPORTED WITH 6' FULLY GROUTED BOLTS AND 2 PROP SETTERS.

SWELLING AND BURSITIS DEVELOPED IN RIGHT KNEE OFEMPLOYEE DUE TO REPETITIVE BENDING AND KNEELING.

EMPLOYEE WAS GETTING OUT OF SCOOP TO REMOVE A PIECE OF BELT FROM THE BUCKET. THE TOP WAS LOW WHERE HE WAS GETTING OUT OF THE SCOOP AND HE TWISTED AND FELT A PAIN IN HIS LOWER BACK.

EE WAS IN THE PROCESS OF MOVING THE CONTINUOUS MINER ACROSS THE SECTION. HE HAD TO PULL THE MINER CABLE AND HOSE TO PUT ON THE HORN OF THE MINER SO HE DRAGGED IT TO THE MINER AND THEN FELT A PAIN IN HIS LOWER BACK.

EMPLOYEE SET A FULL BOX OF GLUE ON HIS TRAY ON THE ROOF BOLTER, HE WENT TO PICK THE BOX UP AND MOVE IT OVER BEHIND THE TRAY AND AT THIS TIME FELT A PAIN IN HIS LOWER BACK.

A CONTINUATION OF AN EXISTING FALL OCCURRED IN THE 6TH SOUTHWEST PANEL IN THE #3 ENTRY FROM XCUT 12 TO 17. IT WAS APPROX. 276' LONG X 18' WIDE X 6-8' HIGH AND WAS SUPPORTED WITH 5' FULLY GROUT ED BOLTS. THE FALL WILL NOT BE CLEANED UP. APPROX. 1100' OUTBY.

A FALL OF ROOF OCCURED IN THE 6TH SOUTHWEST PANEL IN THE #3 ENTRY AT X-CUT 19. THIS WAS A CONTINUATION TO AN EXISTING FALL THAT FELL THE DAY BEFORE. THE AREA WAS SUPPORTED WITH 5' FULLY GROUTE D BOLTS. THE FALL WAS APPROX 24'X20'X6-8'. CAUSEOF THE FALL WAS HIDDEN SLIP WITH WATER.

A FALL OF ROOF OCCURRED IN THE 6TH SOUTH WEST PANEL IN THE #3 ENTRY AND WAS APPROX 900 FT FROM THE SECTION DUMPING POINT. THE FALL WAS APPROX 85' X 18' X 6'-8'. THE AREA WAS SUPPORTED WITH 5' FULLY GROUTED BOLTS. THE APPARENT CAUSE WAS AN UNDETECTED SLIP WITH WATER. THE FALL FELL FROM THE INBY END OF X-CUT 17 TO THE OUTBY END OF X-CUT 19.

A FALL OF ROOF OCCURRED IN THE WEST MAIN ENTRIES IN THE #2 ENTRY AT XCUT #6 APPROX. 10,900' OUTBY THE SECTION. THE FALL WAS APPROX 26' LONG X 20' WIDE X 6 1/2' HIGH. THE AREA WAS SUPPORTED WIT H 6' FULLY GROUTED BOLTS AND TIMBERS. THE APPARENT CAUSE WAS AN UNDETECTED BREAK IN THE ROOF STRATA.

A FALL OF ROOF OCCURRED IN THE WEST MAIN ENTRIES AT XCUT 24 IN THE #5 ENTRY APPROX. 9300; FROM THE UNIT. THE FALL WAS APPROX 25' X 19' X 8' AND WAS SUPPORTED WITH 6' FULLY GROUTED BOLTS AND TR USSBOLTS.

A FAL OF ROOF OCCVURRED IN THE 1ST NE SUBMAINS IN THE #7 ENTRY IN BETWEEN #6 & #7 XCUT. THE FALL WAS APPROX 12, 400' OUTBY THE UNIT AND WAS APPROX 30' X 20' X 7'. THE AREA WAS SUPPORTED WITH 6 ' TENSION REBAR BOLTS.

A FALL OF ROOF OCCURRED IN THE #7 ENTRY OF THE WEST MAINS INBY XCUT 27 TO XCUT 29 APPROX. 8200' FROM THE UNIT. THE FALL WAS APPROX 90' X 18' X 7-8'. THE AREA WAS SUPPORTED WITH 6' FULLY GROUTE D BOLTS AND WAS DEVELOPED APPROX 8-26-98.

A FALL OF ROOF OCCURED IN THE WEST MAIN ENTRIES X-CUT 38 IN THE #3 ENTRY. OUTBY THE UNIT & THE AREA WAS DEVELOPED 9/21/98. THE AREA WAS SUPPORTED WITH 6FT FULLY GROUTED BOLTS

A FALL OF ROOF OCCURED IN THE WEST MAIN ENTRIES IN THE #7 ENTRY AT X CUT #45 APPROX. 7250 FT OUTBY #1 UNIT. THE FALL WAS APPROX. 50'X18'X7' THE AREA WAS SUPPORTED WITH 6 FT FULLY GROUTED BOLTS AND SUPPLEMENTAL SUPPORT OF CRIBS. DATE OF DEVELOPMENT WAS 10-12-98 CAUSE OF FALL WAS A HIDDEN SLIP.

A FALL OF ROOF OCCURED IN THE WEST MAIN ENTRIES IN THE #8 ENTRY AT X CUT #44 APPROX. 7275 FT OUTBY #1 UNIT. THE FALL WAS APPROX. 80'X18'X7' THE AREA WAS SUPPORTED WITH 6FT FULLY GROUTED BOLTS AND SUPPLEMENTAL SUPPORTS OF CRIBS. DATE OF DEVELOPMENT WAS 10-11-98. CAUSE OF THE FALL WAS A HIDDEN SLIP.

A FALL OF ROOF OCCURRED IN THE WEST MAIN ENTRIESIN THE #4 ENTRY AT X-CUT #8 APPROX 9000 FT OUT BY #1 UNIT. THE FALL WAS APPROX 20' BY 14' BY 6' THE ARM WAS SUPPORTED WITH 6 FT FULLY GROUTED BO LTS AND SUPPLEMENTAL SUPPORTS OF TIMBERS. DATE OF DEVELOPMENT WAS 4-6-96 CAUSE OF FALL WAS A HIDDEN BREAK IN ROOF STRATA.

A FALL OF ROOF OCCURED IN THE 1ST SOUTHWEST SUBMAINS IN THE #3 ENTRY AT X-CUT #10 APPROX 3400 FT FROM #1 UNIT. THE FALL WAS APPROX 25'X20'X6 1/2". THE AREA WAS SUPPORTED WITH 6' FULLY GROUTE D ROOF BOLTS. IT APPEARED TO BE CAUSED BY AN UNDETECTED BREAK IN ROOF STRATA.

A FALL OF ROOF OCCURRED IN THE #5 ENTRY OF THE 3RD SOUTHWEST PAHEL APPROX. 50' INBY THE LAST OPEN XCUT AND 200' INBY THE UNIT TAILPIECE. THE AREA WAS BOLTED WITH 5' FULLY GROUTED ROOF BOLTS AN D WAS APPROX. 19' WIDE BY 20' LONG BY 5 1/2' HIGH. APPROX DATE OF DEVELOPMENT 9-15-2000.

EE WAS REPINNING THE INTERSECTION OF #2 ENTRY. AROCK FELL FROM IN BETWEEN BOLTS AND HIT HIS LEG AND PINNER STEEL THAT WERE LAYED ACROSS THE BOOM OF THE BOLTER,IN TURN THE STEELS TRUCK HIM IN THE GROIN AREA, CROSSING A TEAR IN HIS UREATHEA.

EE AND ANOTHER MINER WERE MOVING A LARGE OXYGEN BOTTLE INTO THE PIT SHOP WHEN EE STEPPED ON A ROCK AND THEN FELT A PAIN IN HIS LOWER BACK.

A FALL OF ROOF OCCURRED IN THE WEST MAIN ENTRIES INBETWEEN X-CUT 38 AND 39 IN THE #5 ENTRY APPROX 7600 FT OUTBY #1 UNIT. THE FALL WAS APPROX 50'LX 18'W X 6 1/2'H. THE AREA WAS SUPPORTED WITH 6' FULLY GROUTED BOLTS AND HEINTZMAN SQUARE SETS. THE AREA WAS MINED APPROX 9-15-98.

A ROOF FALL OCCURRED IN THE WEST MAIN ENTRIES ATX-CUT 49 IN THE #8 ENTRY APPROXIMATELY 6220 FEETOUTBY #1 UNIT. THE FALL MEASURED 28' X 19' X 7'.THE AREA WAS SUPPORTED WITH 6' FULLY GROUTED BOL TS AND 2 PROPSETTERS.

ROOF FALL OCCURRED IN WEST MAIN ENTRIES AT X-CUT23 IN THE #7 ENTRY APPROXIMATELY 8,080' OUTBY #1UNIT. THE FALL MEASURED 20' X 20' X 6' & WAS SUPPORTED WITH 6' FULLY GROUTED BOLTS & 2 PROPSETTE RS. THE AREA WAS MINED 8/10/98.

EMPLOYEE WAS IN THE PROCESS OF SPOTTING A ROOF BOLT WITH A FLETCHER BOLTER WHEN HE TURNED TO SEE THE LOCATION OF THE BOLT AND POSITION THE BOLTER. HE THEN PROCEEDED TO THE FRONT OF THE BOLTER AND RAN INTO THE ATRS STRIKING HIS EYE.

EE WAS WALKING ON THE SECTION TOWARD THE FACE AREA WHEN HE RAN INTO A LOW HANGING BENT ROOF BOLT. WHICH CAUSED A LACERATION ON HIS NECK THAT REQUIRED STITCHES.

EE WAS PUSHING A HEINTZMAN ROOF SUPPORT JACK UNDER THE NORTH WEST A BELT LINE WHEN HE FELT A PAIN IN HIS LOWER BACK.

A FALL OF ROOF OCCURRED IN THE WEST MAIN ENTRIES IN THE #3 ENTRY AT X-CUT 23 6933 FT. OUTBY #1 UNIT. THE FALL WAS APPROX. 20' X 18' X 7'. THE AREA WAS SUPPORTED WITH 6' FULLY GROUTED BOLTS A ND WAS MINED APPROX. 8/10/98.

A FALL OF ROOF OCCURRED IN THE NORTHWEST MAINS IN THE #4 ENTRY FROM XCUT 68 1/2 TO XCUT 70. THE FALL WAS APPROX 80' LONG X 19' WIDE X 7-10' HIGH. THE AREA WAS PREVIOUSLY MINED AROUND 2-28-95 A ND WAS SUPPROTED WITH 7' DOUBLE LOCK BOLTS AND TIMBER, CRIBS, RAILBARS. THE PROBABLE CAUSE WAS AN UNDETECTED SLIP.

A FALL OF ROOF OCCURRED IN THE NORTH WEST MAINS IN THE #5 ENTRY AT XCUT 79. THE FALL WAS APPROX 60' LONG X 18' WIDE X 7' HIGH. THE AREA WAS MINED APPROX 3-31-95 AND WAS SUPPORTED WITH 7' DOUBL E LOCK ROOF BOLTS. PROBABLE CAUSE WAS UNDETECTED SLIP.

A FALL OF ROOF OCCURRED IN THE 1ST S.W. SUBMAINS IN THE #6 ENTRY AT X-CUT 32 EXTENDING TOWARD X-CUT 31. THE FALL WAS APPROXIMATELY 1900' OUTBY #1 UNIT; THE SIZE WAS APPROX. 15' L X 18' W X 6 1/2' H. AREA WAS SUPPORTED WITH 6' FULLY GROUTED BOLTS AND ARCHES AND TIMBERS. AREA WAS MINED APPROX. 9/20/99.

EE ATTEMPTED TO INSTALL A BENT ROOF BOLT IN THE ROOF AND AS HE STRAIGHTENED THE BOLT IT SPUN AROUND AND HE FELT A PAIN IN HIS ELBOW.

A FALL OF ROOF OCCURRED IN THE NORTH WEST MAINS INTAKE X-CUT 57 IN THE #7 ENTRY. THE FALL WAS APPROX 19'L, 24'W, 6-6.5'H. THE AREA WAS MINED APPROX 1/5/95 AND SUPPORTED WITH 6' BOLTS.

A FALL OF ROOF OCCURRED IN THE 5TH NE PANEL ON THE #2 UNIT IN THE #2 ENTRY - 3 X-CUTS INBY THE SECTION TAILPIECE. THE FALL WAS APPROX 19'W, 5.5'H, 40'L. DUE TO AN UNDETECTED SLIP. THE AREA WAS BOLTED WITH 5' FULLY GROUTED BOLTS. THE FALL WILL NOT BE CLEANED UP.

A FALL OF ROOF OCCURRED IN THE 5TH NE PANEL IN THE #1 ENTRY X-CUT 46 AND 46 2 X-CUTS INBY THE TAILPIECE. THE FALL WAS DUE TO AN UNDETECTED SLIP. THE FALL WAS APPROX 75'L, 20'W, 5'HIGH. 5' FULL Y GROUTED BOLTS WERE BEING USED.

EE WAS SCATTERING TIMBERS FOR BELT LAY, AS HE REACHED AND PICKED UP A TIMBER HE FELT A PAIN IN HIS LOWER BACK.

EE WAS INSTALLING A ROOF BOLT IN THE ROOF HE USED BOTH ARMS TO STRAIGHTEN THE BOLT TO PUT INTO THE ROOF AT THIS TIME THE BOLT SPUN AROUND AND HE SPUN AROUND AS WELL. HE STOPPED WHEN HE FELL AG AINST THE BOOM OF THE BOLTER. HE IMMEDIATELY FELT A BURNING SENSATION IN HIS LEFT ARM WHICH RESULTED IN A BRUISE AND A TORN MUSCLE.

EMPLOYEE WAS IN THE PROCESS OF OPENING AN OLD SPLICE INT HE MINER CABLE AND AS HE WAS CUTTING THE TAPE OFF WITH A BELT KNIFE HE CUT HIS LEFT HAND.

A FALL OF ROOF OCCURRED IN THE 1ST SOUTH WEST SUBMAINS IN THE #4 ENTRY AT X-CUT 37 APPROX 2500 FT. OUTBY THE #1 UNIT. THE AREA WAS SUPPORTED WI TH 6 FT FULLY GROUTED BOLTS AND TRUSS BOLTS. THE APPARENT CAUSE WAS A SLIP WITH WATER INVOLVED ASWELL. THIS WAS A NEUTRAL OR LIMITED INTAKE ENTRY.

EE WAS ROCK DUSTING IN A NEUTRAL ENTRY ON THE 1ST SW SUBMAINS AND AS HE WAS PULLING BACK THE DUST HOSE HE WALKED INTO A BENT ROOF BOLT RESULTING IN A LACERATION ON HIS LEFT EAR.

EE WAS PLACING HIS TOOLS IN HIS METAL TOOL BOX WHEN THE LID CAME DOWN AND STRUCK HIM IN THE LEFT EAR. THIS RESULTED IN A LACERATION TO THE LEFT EAR WHICH HE HAD TO HAVE 7 STITCHES.

A FALL OF ROOF OCCURRED IN THE NORTHWEST PARALLELS AT XCUT 13, SPAD 6+55, IN THE #2 ENTRY APPROX. 10,800' OUTBY #1 UNIT. THE FALL WAS APPROX 60' LONG X 18' WIDE X 6' HIGH. APPROX.D ATE OF DEVE LOPMENT WAS 5-29-1998. THE AREA WAS BOLTED WITH 6' FULLY GROUTED BOLTS.

EE WAS WALKING FROM OLD ROOM SET-UP TO NEW ROOM SET-UP WHEN HE STEPPED ON SOME LOOSE COAL WHERE A X-CUT HAD HOLED THROUGH. AT THIS TIME HIS FOOT SLIPPED AND HE TWISTED HIS KNEE.

A FALL OF ROOF OCCURRED IN THE 4TH SE PANEL IN THE #5 ENTRY FROM SPAD 15 + 25 TO SPAD 15 + 80. THE FALL MEASURED 100'LONG, 18 1/2'WIDE, 10'HIGH. THIS WAS A NEUTRAL ENTRY THE FALL WILL NOT BE C LEANED UP. IT WAS BOLTED WITH 6' FULLY GROUTED BOLTS AND IT HAD ADDITIONAL SUPPORTS OF HEINSMAN TRAP SETS.

EMPLOYEE WAS OPERATING A DAPCO RIB RUNNER(MANTRIP) ON THE NORTH WEST MAIN SUPPLY ROAD WHEN HE STRUCK THE REAREND OF THE #1 OUTBY FAIRCHILD SCOOPFRACTURING HIS LOWER ARM.

A ROOF FALL OCCURED AT THE CROSSCUT #78 IN THE NWA INTAKE BETWEEN #5 AND #6 ENTRY AT SPAD 39+48.THE FALL MEASURED 40'L X 20'W X 7'T. THE ARPA WAS PREVIOUSLY MINED APPROXIMATELY 03/31/99 AND WA S SUPPORTED WITH 6' FULLY GROUTED BOLTS/CRIBS.

EMPLOYEE WAS SCOOPING THE FEEDER WITH A SCOOP. AS EMPLOYEE STARTED BACKING UP IN THE SCOOP A CURTAIN CAME IN THE DECK WITH HIM WHEN HE PUSHED THE CURTAIN AWAY HE CAUGHT HIS HAND BETWEEN THE CANOPY AND THE RIB CAUSING HIS HAND AND LOWER ARM TO BE SCRAPED AND BRUISED.

EE WAS TAKING MINER CABLE OFF OF THE MINER CABLE HANGER ON THE MINER. AS HE LIFTED THE CABLE OFF OF THE HANGER HE FELT A PAIN AND NOTICED A POP IN HIS LOWER BACK.

A FALL OF ROOF OCCURRED IN THE NORTH WEST A RETURN IN THE #1 ENTRY AT X CUT 54 THE FALL WAS APPROX. 85 FT LONG BY 19 FT WIDE BY 6 FT HIGH, APPARENT CAUSE WAS UNDETECTED SLIP THE AREA WAS APPRO X. 10,000 FT OUTBY THE #1 UNIT THE ARPA WAS SUPPORTED WITH 5 FT FULLY GROUTED BOLTS AND TIMBERS IN INTERSECTION DATE OF DEVELOPMENT 1-15-95.

A FALL OF ROOF OCCURED IN THE 1ST SW SUBMAINS IN THE #3 ENTRY AT X-CUT 39 APPROX 400 FT OUTBY #1 UNIT. THE AREA WAS SUPPORTED WITH 6FT FULLY GROUTED ROOF BOLTS. THE FALL WAS DUE TO A SLICKEN S IDE. SLID UNDETECTED IN THE ROOF.

A FALL OF ROOF OCCURRED IN THE WEST SEAL AREA ATTHE #2 SEAL IT WAS APPROX 20FT LX 18FT WX7FT HIGH IT WAS MINED 5/31/95 & APPROX 8500 FT FROM THE#1 UNIT IT WAS APPARENTLY AN UNDETECTED SLIP THE AREA WAS SUPPORTED WITH 6FT DOULBE LOCK ROOF BOLTS & TIMBERS IN THE INTERSECTION

A FALL OF ROOF OCCURRED IN THE NWA RETURN AT XV=CUT IN THE #1 ENTRY THE FALL WAS APPROX 30FTLONGX181/2FT WIDE X7FT HIGH. & WAS APPROX 9100FT OUTBY THE #1 UNIT. THE AREA WAS SUPPORTED WITH 6 FT FULLY GROUTED ROOF BOLTS & TWO CRIBS IN THE INTERSECTION IT WAS MINED APPROX 1/31/95

A FALL OF ROOF OCCURRED IN THE 1ST SW SUBMAINS AT XCUT 32 SPAD #20+09 APPROX. 200' FROM THE FACE IN THE #6 ENTRY. THE FALL WAS DUE TO A HIDDEN SLIP. THE AREA WAS SUPPORTED WITH 6' FULLY GROUTE D ROOF BOLTS. THE FALL WAS APPROX. 59' LONG BY 18' WIDE BY 9-10' HIGH.

A FALL OF ROOF OCCURRED IN THE WEST MAIN ENTRIESAT X-CUT 26 IN THE #7 ENTRY. THE FALL WAS APPROX45 LONG BY 30 FT WIDE BY 7 FT HIGH. THE FALL WASAPPROX 5050 FT OUT BY THE #1 UNIT AND WAS CAUSED BY AN UNDETECTED SLIP. THE FALL AREA WAS BOLTED WITH 6 FT FULLY GROUTED BOLTS AND 2 YIELD PROPS WERE IN THE INTERSECTION.

A SMALL FIRE APPROX 2 FT X 3 FT WAS DISCOVERED IN OUR STOCKPILE ON THE SURFACE. THIS IS A EXCESS COAL INVENTORY STOCKPILE. THE FIRE TOOK APPROX 5 MINUTES TO EXTINGUISH.

A FALL OF ROOF OCCURRED IN THE 3RD SE PANEL #3 ENTRY X CUT 14 AT SPAD NUMBER 9 AND 75. THE AREA WAS MINED APPROX 7-27-99 AND IT WAS SUPPORTED WITH 6 FT FULLY GROUTED ROOF BOLTS. FALL WILL NOT BE CLEANED UP. IT IS TIMBERED OFF ALL ACCESSIBLE ENTRANCES.

A FALL OF ROOF OCCURD IN THE 2ND NW SUBMAINS OUTBY THE SEALS AT X CUT #2 IN THE #3 ENTRY SPAD 1 & 20 THE FALL WAS APPROX. 8200 FT OUTBY THE #1 UNIT THE FALL WAS APPROX. 40 FT LONG BY 26 FT WID E BY 8-10 FT HIGH APPROX. CAUSE WAS UNDETECTED SLIP THE ARPA WAS MINED APPROX. 5-15-96 AND BOLTED WITH 6 FT FULLY GROUTED.

A ROOF FALL OCCURRED IN THE 1ST NE PANEL IN THE #4 ENTRY, CROSSCUT 43, SPAD #23+95. THIS IS AN ABANDONED AREA OF THE MINE THAT WAS PREVIOUSLY BOLTED WITH 6FT FULLY GROUTED BOLTS. THE FALL MEAS URED 70'L X 25'W X 8'H.

A FALL OF ROOF OCCURRED IN THE WEST MAINS IN #6 ENTRY AT XCUT 22 SPAD 12+34 6800' OUTBY THE UNIT. THE FALL WAS APPROX. 40' LONG X 15' WIDE X 7-8'HGIH. THE AREA WAS SUPPORTED WITH 6' BOLTS AND TIMBERS.

A ROOF FALL OCCURRED IN THE WEST MAINS IN THE #5ENTRY WHICH IS A NUETRAL OR LIMITED INTAKE ENTRYAT CROSSCUT 15, SPAD #8+14, APPROX. 6900 FEET OUTBY #1 UNIT. APPROX. DATE OF DEVELOPMENT WAS 07/ 25/98. THE AREA WAS ORIGINALLY BOLTED WITH 6 FOOT TENSION REBAR. THE FALL MEASURED 40' X 30' X 6FEET.

A FALL OF ROOF OCCURED IN THE WEST MAINS A6T XCUT 32 IN THE #8 ENTRY SPAD #18+44 THE FALL WAS 4900 FT OUTBY THE #1 UNIT THE FALL WAS APPROX 24FTLONG X 26FT WIDE BY 6-7 FT THICK. THE AREA WAS BOLTED WITH 6FT FULLY GROUTED ROOF BOLTS

A FALL OF ROOF OCCURRED IN THE #0 ENTRY OF THE WEST MAINS AT XCUT 28 SPAD 15+34 THE FALL WAS 60FT LONG X 18FT WIDE X6FT THICK. IT WA 5400 FT OUTBY #1 UNIT IT APPEARED TO BE AN UNDECTED SLIP THE AREA WAS BOLTED WITH 6FT FULLY GROUTED BOLTS

A FALL OF ROOF OCCURRED IN THE WEST MAINS IN THE #1 ENTRY AT X-CUT 30 APPROX 5200 FT OUTBY #1 UNIT. THE FALL WAS 80'LONG X 18'WIDE X 6-7'HIGH THE AREA WAS BOLTED WITH 6' FULLY GROUTED ROOF BOL TS AND WAS MINED APPROX 8/24/98. THIS WAS AN UNDETECTED SLIP.

A FALL OF ROOF OCCURRED IN THE #56 XCUT OF THE NW MAINS INB ETWEEN THE #6 AND 7 ENTRIES. THE FALL WAS APPROX. 20' LONG X 25' WIDE. THE AREA WAS SUPPORTED WITH 5' FULL GROUTED ROOF BOLTS. THE A REA WAS DEVELOPED APPRO1-15, THE FALL WAS APPROX 5-6' THICK.

EE WAS LOADING CONCRETE BLOCK INTO SCOOP BUCKET WHEN A PIECE OF DRAW ROCK FELL OUT OF ROOF AND STRUCK HIM ON BACK AND SHOULDER.

A FALL OF ROOF OCCURRED IN THE 4TH NW PANEL IN THE #2 ENTRY WHICH IS A RETURN ENTRY. THE FALL WAS 30FT L, 18FT WIDE, 6FT HIGH. THE AREA WAS SUPPORTED WITH 6FT FULLY GROUTED ROOF BOLTS THIS WAS CAUSED BY AN UNDETECTED SLIP

EE WAS MOVING BELT FRAMING WHEN HE TURNED AROUNDA CAR CABLE HIT HIM IN THE MOUTH

A ROOF FALL OCCURRED AT CROSSCUT 16 IN BETWEEN #3 AND #4 ENTRY, 2 CROSSCUTS INBY THE TAILPIECE IN THE 4TH NORTHWEST PANEL AT SPAD 11+00. THE CAUSE WAS AN UNDETECTED SLIP AND WAS BOLTED WITH SI X FOOT FULLY GROUTED ROOF BOLTS.

EE WAS BENT OVER TO PICK UP A 3 X 5 HEADER BOARDTO LEVEL BELT AS HE TURNED AROUND HE TWISTED HIS KNEE.

A FALL OF ROOF OCCURRED IN THE NORTH WEST MAINS IN THE #6 ENTRY AT XCUT 78 APPROX. 7450' OUTBY THE #1 UNIT. THE AREA WAS SUPPORTED WITH 6' DOUBLE LOCK ROOF BOLTS.

A FALL OF ROOF OCCURRED IN THE #3 ENTRY OF THE 1ST NE SUBMAINS WHICH IS A INTAKE ENTRY APPROX 700' OUTBY THE UNIT THE AREA WAS SUPPORTED WITH 6' FULLY GROUTED ROOF BOLTS. APPROX DATE OF DEVEL OPMENT WAS 4-13-99.

A FALL OF ROOF OCCURED IN THE #1 ENTRY AT X-CUT 66 IN THE NW A RETURN APPROX. 7200 FT OUTBY THE #1 UNIT, THE APPROX. DATE OF DEVELOPMENT WAS 1-31-95 AND THE AREA WAS SUPPORTED WITH 6 FT DOUBLE ROCK BOLTS.

ROOF BOLT OPERATOR WAS LIFTING ROCK SO HP COULD SWING THE BOOM OF HIS BOLTER WHEN HE STRAINED HIMSELF.

A ROOF FALL OCCURRED IN THE #2 ENTRY OF THE WESTMAINS AT CROSSCUT 22, APPROX. 4500 FEET OUTBY. THE AREA WAS SUPPORTED WITH 6 FOOT GROUTED ROOF BOLTS AS WELL AS BEING TIMBERED.

A FALL OF ROOF OCCURRED IN THE WEST MAIN ENTRIES AT X-CUT 20 APPROX 4600' OUTBY THE #1 SECTION. THE AFFECTED AREA WAS SUPPORTED WITH 6' FULLY GROUTED ROOF BOLTS, APPROX TIME OF DEVELOPMENT WAS 8/3/98.

A ROOF FALL OCCURRED IN THE WEST MAINS AT CROSSCUT #24, 3700 FEET OUTBY. THE AREA WAS MINED IN AUGUST, 1998 AND BOLTED WITH 6' FULLY GROUTED ROOF BOLTS.

A FALL OF ROOF OCCURRED IN THE WEST MAINS AT CROSSCUT #35 APPROX 3000FT OUTBY THE UNIT. THE AREA WAS MINED IN SEPT OF 98 AND SUPPORTED WITH 6FT FULLY GROUTED ROOF BOLTS

A FALL OF ROOF OCCURRED IN THE #3 ENTRY OF THE 1ST NORTHEAST SUBMAIN APPROX 2500 FT OUTBY THE AREA WAS MINED IN APRIL OF 98 AND BOLTED WITH 6FTTENSION REBAR ROOFBOLTS

A ROOF FALL OCCURRED IN THE #2 ENTRY OF THE 1ST NE SUBMAIN APPROX 1100' OUTBY THE UNIT.

A FALL OF ROOF OCCURED INT EH WEST MAINS IN THE #7 ENTRY APPROX 4100' OUTBY THE FACE.

EMPLOYEE WAS PUSHING ROCK OUT OF TAILPIECE WITH A ROOF BOLT. THE ROOF BOLT SLAMMED HIS HAND AGAINST HE ROOF CAUSING A LACERATION.

A ROOF FALL OCCURED IN THE 2ND NW SUB PANEL IN THE #4 ENTRY AT CROSS-CUT 29, APPRX. 2100 FT OUTBY THE SECTION. THE AREA WAS MINED IN OCTOBER AND SUPPORTED WITH 6FT FULLY GROUTED ROOF BOLTS.

A ROOF FALL IN THE SECOND NW SUB MAINS IN THE #1 ENTRY AT S CUT 29 OCCURED. IT IS APPROX. 5800 FT OUTBY THE SECTION APPROX. MINING DATE WAS JUNE OF 1996 THE AREA WAS BOLTED WITH 6FT FULLY GROU TED ROOF BOLTS THE FALL SIZE WAS APPROX. 60 FT LONG BY 19 FT WIDE BY 7 1/2 FT THICK.

A FALL OF ROOF OCCURRED IN THE #6 ENTRY OF THE 1ST NE PANEL APPROX 1100 FT OUTBY. IT WAS INBY SPAD #2 + 20

A ROOF FALL OCCURRED IN THE WEST MAINS IN THE #3 ENTRY AT CROSS CUT 21 APPROX. 2100 FT OUTBY THE SECTIONS.

EE WAS RIDING IN THE BACK SEAT OF OPEN MANTRIP. THE MANTRIP WENT OVER A RISE IN THE ROAD AND EE HEAD STRUCK THE ROOF.

EE WAS WALKING AS PINNER WAS PULLING UP CABLE. HIS LEFT LEG WAS CAUGHT IN LOOP OF CABLE JERKINGHIM TO THE GROUND. COMPANY IS STILL ON GOING INVESTIGATION DUE TOT HE FACT IT WAS AN INJURY WHICH MEDICAL TREAMENT HAD PREVIOUSLY BEEN PER ROMED ON

EE WAS CRAWLING OVER A PILE OF ROCK WHEN HE SLIPPED & TWISTED HIS KNEE. THE COMPANY IS STILL ON GOING AN INVESTIGATION OF THIS ACCIDENT

A FALL OF ROOF OCCURRED ON THE NWA SUPPLY ROAD APPROX 4300' OUTBY THE UNIT. THE FALL WAS APPROX 50'LONG X 7'HIGH X 17'WIDE.

A FALL OF ROOF OCCURRED ON THE #1 UNIT, IN THE #8 ENTRY OF THE WEST MAINS, 1 CROSSCUT INBY THE TAILPIECE. FALL WAS APPROX 30'LONG X 16'WIDE X 6 1/2'HIGH.

EE WAS POSITIONING BOLTER AT PIN SUPPLIES WHEN HE WAS CAUGHT BETWEEN BOARDS AND ROOF BOLTER.

EE WAS INSTALLING ROOF BOLT WHEN PIECE OF ROCK FELL OUT STRIKING HIM ON FOOT.

A ROOF FALL OCCURED IN THE WEST MAINS ON 1 UNIT IN THE 7 ENTRY AT SPAD 11 & 74. APP 1500 FT OUTBY TAILPIECE THE FALL MEASURED 20'X20'X7'.

EE WAS PULLING CABLE OFF OF ROOF BOLTER REEL, WHEN HE FELT A STRAIN IN GROIN AREA.

A FALL OF ROOF OCCURED IN THE WEST MAINS ON THE #1 UNIT IN THE #5 ENTRY 2 CROSSCUTS INBY THE TAILPIECE. FALL MEASURED 20' X 20' X 7'

EE WAS INSTALLING A ROOF BOLT WITH A 1FT WRENCH WHEN WRENCH KICKED OUT OF CHUCK AND STRUCK EE IN FORHEAD

EE WAS SWINGING CANOPY OF ROOFBOLTER TO INSTALL SECOND BOLT WHEN HAND CAUGHT BETWEEN CANOPY AND BOLT.

EE WAS DRIVING HIS OWN PERSONAL VEHICLE HOME FROM WORK WHEN HE RAN OFF THE ROAD & WRECKED PUTTING A LACERATION ON HIS NOSE. THIS CASE JUST CAME THROUGH WORKERS' COMP WE DID NOT KNOW HE WAS ON COMPANY PROPERTY TO JUST PREVIOUSLY

BACK STARTED HURTING WHILE WORKING.

A FALL OF ROOF OCCURRED IN THE WEST MAINS CROSSCUT 12+34 ON THE #1 UNIT APPROX 1130 FT OUTBY THE UNIT

IN THE #4 ENTRY AT CROSSCUTS 6 & 7 OF THE 5TH EAST PANEL APPROX 7000 FT FROM FACE.

A FALL OF ROOF OCCURRED IN THE 1 ENTRY OF THE WEST MAINS SPAD 23 & 34.

A FALL OF ROOF IN THE #4 ENTRY AT CROSSCUT #24 OF THE 5TH EAST PANEL OCCURRED

AFFECTED EE WAS HANGING MINER CABLE & WATER LINEAPPROX 7FT HIGH WHEN STRAINED LOWER BACK.

A FALL OF ROOF OCCURED IN THE #3 ENTRY OF THE WEST MAINS. VENTILATION WAS NOT AFFECTED.

A FALL OF ROOF OCCURED IN THE #1 ENTRY OF THE 5TH EAST PANEL A CROSSCUT 55

A FALL OF ROOF OCCURRED IN THE #5 ENTRY OF THE 1ST NW SUB PANEL. VENTILATION OR PERSONNEL WAS NOT AFFECTED.

NW PARALLELS, #5 ENTRY, 20' X 17 1/2 X 6', 16 +95.

EE WAS LIFTING SOLID CONCRETE BLOCK BLOCK SLIPPED OUT OF EE'S HANDS MASHING RIGHT INDEX FINGER AGAINST ANOTHER BLOCK

WALKING DOWN THE SUPPLY ROAD LOOKING FOR A PLACETO SPOT BELT. HE TURNED AROUND AND STRUCK HIS EAR AGAINST A ROOF BOLT

USING HAMMER TO DRIVE PIN OUT OF STABILIZER, BAR ON PINNER HAMMER GLANCED OFF AND HIT HIM INKNEE

A ROOF FALL IN THE NW MAINS A #6 ENTRY AT 40+46 MEASURING 20' X 18' X 6'; THE AREA HAD BEEN BOLTED WIUTH 6' FULLY GROUTED PINS AND TIMBERED.

A ROOF FALL IN THE NW PARALLELS #6 ENTRY MEASURING 20' X 18' X 6'. AT 17+60. THE AREA HAD BEEN BOLTED WITH 6' TENSIONS REBAR ROOF BOLTS AND TIMBERED.

A ROOF FALL OCCURRED ON THE #2 UNIT (NW PARALLELS) AT 11+75 IN #5 ENTRY. IT WAS APPROX. 800' FROM THE FACE. THE ROCK AREA WAS BOLTED WITH 6' REBAR BOLTS. XUCTS WERE TIMBERED ON EACH SIDE AT IN TERSECTION. THE FALL MEASURED 45' X 18' X 6'.

A ROOF FALL OCCURED ON THE 2 UNIT N.W. PARALLELS AT THE DUMPING POINT. THE FALL WAS ON TOP OF THE SECTION FEEDER. THE ROOF AREA HAD BEEN BOLTED WITH 6 FT TENSION REHARB BOLTS. THE FALL MEASURE D 40 FT X 18FT X 6 FT.

A ROOF FALL IN THE NORTHWEST PARALLELS #6 ENTRY, 14+00 MEASURING 18' X 18' X 7'. THE AREA HAD NBEEN BOLTED WITH 6' TENSION REBAR BOLTS AND WAS TRUSSBOLTED. THIS IS APPROX 160' OUTBY THE FACE.

A ROOF FALL ON THE 1B BELT AT XC30 MEASURING 100'X18'X UNDETERMINED THE AREA HAD BEEN BOLTED WITH 7 FT DOUBLE LOCK ROOF BOLTS. IT ALSO HAD BEEN TIMBERED OUT.

USING CHANEL LOCKS TO STRAIGHTEN A PIECE OF METAL WHEN THE CHANEL LOCKS SLIPPED CAUSING THE HANDLES TO SPREAD APART CUTTING HIS HAND.

EE WAS PULLING ON THE MINER CABLE AND FELT A CATCH IN HIS BACK.

A ROOF FALL IN THE NORTH WEST PARALLEL #5 ENTRY INBY 12+40 MEASURING 20' X 20' X 6'. THE AREA AHD BEEN BOLTED WITH 6' TENSION REBAR ROOF BOLTS. THIS IS APPROX. 40' OUTBY FACE.

A ROOF FALL IN THE NORTHWEST PARALLELS #3 ENTRY 12+40 MEASURING 40' X 20' X 6'. THE AREA HAD BEEN BOLTED WITH 6' TENSION REBAR NBOLTS. THIS IS APPROX. 50' OUTBY THE FACE.

A ROOF FALL MEASURING 40' X 20' X 6' IN THE NORTH WEST PARALLEL #1 ENTRY 11 + 10. THIS AREA HAD BEEN BOLTED WITH 6' TENSION REBAR BOLTS.

A ROOF FALL IN THE NORTH WEST PARALLEL #2 ENTRY 4 + 60 MEASURING 50' X 19' X 6'. THE AREA HAD BEEN BOLTED WITH 6' TENSION REBAR ROOF BOLTS.

EE BENT OVER TO OPEN A BAG OF ROCKDUST AND WHEN HE STARTED TO STRAIGHTEN BACK UP HE FELT A PAIN IN HIS LOWER BACK.

A ROOF FALL 20' X 20' X 5' IN THE 5TH EAST PANEL #6 ENTRY INBY 18+70. THE AREA WAS MINED IN APRIL 98 AND SUPPORTED WITH 5' AND 6' TENSION REBAR ROOF BOLTS.

ROOF FALL IN THE 5TH EAST PANEL #2 ENTRY 19+00 MEASURING APPROX. 30' X 19' X 6'. THIS IS A RETURN ENTRY AND HAD BEEN SUPPORTED WIHT 6' TENSION REBAR BOLTS.

A ROOF FALL IN THE 5TH EAST PANEL 4 ENTRY 19 & 60 MEASURING APPROX. 20'X20'X6'. THE AREA HAD BEEN BOLTED WITH 5' TENSION REBAR ROOF BOLTS. THIS WAS APPROX. 300' OUTBY THE FACE AREA.

A ROOF FALL IN THE 5TH EAST PANEL 7 ENTRY 15 & 70 MEASURING APPROX. 40'X20'6' 540' OUTBY THE FACE. THE AREA HAD BEEN BOLTED WITH 5' TENSION REBAR ROOF BOLTS.

A ROOF FALL IN THE 5TH EAST PANEL BETWEEN 5 & 6 ENTRY AT 19 & 30 MEASURING APPROX. 40' X 20' X 6'. THE AREA HAD BEEN BOLTED WITH 5" TENSION REBAR ROOF BOLTS AND CRIBBED.

A ROOF FALL IN THE 5TH EAST PANEL 3 ENTRY 12&40 MEASURING APPROX. 40'X20'X6' WITH 6' FULLY GRACTED ROOF BOLTS.

A ROOF FALL IN THE 5TH EAST PANEL #3 ENTRY AT 145+40 MEASURING 40' X 20' X 6'. THIS IS A NEUTRAL ENTRY AND WAS MINED IN APRIL '98. THE AREA HAD BEEN SUPPORTED BY 5' TENSION ROOF BOLTS ADN IS A PPROX. 400' OUTBY THE FACE AREA.

A ROOF FALL WAS FOUND IN THE 2ND SUBMAIN NORTHWEST AT X-CUT #24 IN #5 ENTRY. THE FALL MEASURED APPROX 40'X20'X8' AND WAS SUPPORTED WITH 6' DOUBLE LOCK ROOF BOLTS. THE AREA WAS MINED IN JUNE '96

A ROOF FALL 40'X20'X6' WAS FOUND IN THE 4TH EASTPANEL #5 ENTRY 33+50 RETURN ENTRY. THE FALL WAS CAUSED BY A HIDDEN SLIP IN THE MINE ROOF.

EE WAS TRYING TO RETRIEVE THE TOP SECTION OF HISDRILL STEEL OUT OF THE DRILL HOLE WHEN THE BOTTOM HALF CAME IN CONTACT WITH THE ROOF CAUSING IT TO BREAK HITTING HIM IN THE LEFT ELBOW. THE RESU LTING CUT REQUIRED 4 STITCHES.

A ROOF FALL 20' X 20' X 6' IN THE 4TH EAST PANEL #2 ENTRY 16+40. THE AREA HAD BEEN SUPPORTED WITH 6' FULLY GROUTED ROOF BOLTS & CRIBS. THE FALL WAS CAUSED BY A SLIP WITH WATER IN THE MINE ROOF .

A ROOF FALL 40'X20X6' IN THE 2ND SUBMAIN NORTH WEST BETWEEN #12 & #13 XCUT IN THE #5 ENTRY. THE AREA WAS MINED IN JULY 1996 & SUPPORTED WITH A 6' FULLY GROUTED ROOF BOLTS, THE FALL WAS CAUSED BY A HIDDEN SLIP.

EE WAS SITTING ON THE GROUND USING A SHOVEL TO REACH UNDER THE BELT.. HE WAS KICKING ON THE SHOVEL TO LOOSEN THE COAL WHEN HIS KNEE POPPED.

EE WAS USING A SHOVEL TO CLEAN UP A COAL SPILL ON THE BELT WHEN HE FELT A PAIN IN HIS BACK.

A ROOF FALL 70' X 20' X 6' IN THE 2ND SUBMAINS NORTH WEST #4 ENTRY X-CUT #31. THE AREA WAS MINED IN JULY 1996 AND SUPPORTED WITH 6' FULLY GROUTED ROOF BOLTS AND CRIBS.

A ROOF FALL 60'X20'X6' IN THE MAIN NORTH WEST RETURN #3 ENTRY X-CUT #44, THE AREA HAD BEEN MINE DIN 1--95 AND SUPPORTED WITH 5' FULLY GROUTED ROOF BOLTS AND TIMBERS.

A ROOF FALL IN THE 2ND SUBMAIN NORTH WEST #7 ENTRY #82 X-CUT MEASURING 50' X 20' X 6'. THE AREA WAS MINED IN JULY 97 AND SUPPORTED BY 6' FULLY GROUTED ROOF BOLTS. THE FALL WAS CAUSED BY A HIDD EN SLIP.

A ROOF FALL 40'X20'X6' IN THE 2ND SUBMAIN NORTHWEST XCUT #68 IN #4 ENTRY. THE AREA HAD BEEN BOPLTED WITH 6'FULLY GROUTED ROOF BOLTS & TIMBERED.

A ROOF FALL IN THE 2ND SUBMAIN NORTH WEST #29X CUT INTHE SUPPLY ENTRY MEASURING 5O'X20'X6'. THEAREA WAS MINED IN JULY 1996 & SUPPORTED WITH 6' FULLY GROUTED ROOF BOLTS & TIMBER.

EE HAD WALKED FROM HIS WORK PLACE AT THE FACE APPROX. 250 DEGREE TO THE MANTRIP AT THE END OF HIS SHIFT. THE MANTRIP WAS PARKED IN A HIGH PLACE. WHEN HE STARTE TO RAISE UP STRAIGHT HE FELT A P AIN HIS BACK.

EMPLOYEE WAS REACHING UNDER A 6"X8" METAL LID THAT WAS ON A HINDGE. HE LIFTED THE LID AND WAS REACHING IN TO TURN ON THE WATER FOR THE MINER WHEN THE LID FELL STRIKING HIM ON THE RING FINGER O F HIS RIGHT HAND.

A ROOF FALL IN THE 2ND EAST PANEL #6 ENTRY #21 XCUT MEASURING 50'X20'X6' THE AREA WAS MINED IN OCT 97 & SUPPORTED WITH 6' FULLY GROUTED ROOF BOLTS AND WAS CAUSED BY A HIDDEN SLIP IN THE MIN E ROOF

A ROOF FALL IN THE 2ND EAST PANEL #9 X-CUT #3 ENTRY MEASURING 50'X20'X6'. THE AREA HAD BEEN SUPPORTED WITH 6' FULLY GROUTED ROOF BOLTS AND WAS CAUSED BY A HIDDEN SLIP IN THE MINE ROOF.

A ROOF FALL 50' X 19' X 6' IN THE SUBMAIN NORTHWEST #30 X-CUT #6 ENTRY. THE AREA WAS MINED IN JULY 1996 & SUPPORTED WITH 6' FULLY GROUTED ROOF BOLTS & TIMBERS. THIS IS THE INTAKE ENTRY.

ROOF FALL IN THE 2ND SUBMAIN NORTHWEST #1 ENTRY SPAD 21+25 THIS AREA WAS MINED IN JULY 1996 AND SUPPORTED WITH 6'FULLY GROUTED ROOF BOLTS AND TIMBERS. THE FALL MEASURED 40'X19'X6'

A ROOF FALL IN THE 2ND EAST PANEL #6 ENTRY X-CUT #1 IN THE PILLAR LINE. 60' X 20' X 6'. THE AREA WAS MINED IN AUGUST 97 AND SUPPORTED WITH 6' FULLY GROUTED ROOF BOLTS.

A ROOF FALL IN THE 1ST EAST AREA PANEL IN #4 ENTRY AT SPAD 6 + 85. THE AREA HAD BEEN BOLTED WITH 6' FULLY GROUTED ROOF BOLTS. THE FALL WAS CAUSED BY AN UNDETECTED SLIP IN THE MINE ROOF.

A ROOF FALL IN THE 1ST EAST PANEL IN #1 ENTRY AT 6+85 MEASURING 50' X 20' X 6'. THE AREA HAD BEEN BOLTED WOTH 6' FULLY GROUTED ROOF BOLTS. THE FALL WAS CAUSED BY AN UNDETECTED SLIP IN THE MINE ROOF.