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JINTERSECTION 19 CROSSCUTS INBY FAN IN 1 HEADING FELL ABOVE ANCHORAGE OF 4-5 & 6 RESIN BOLTS NO VENTILATION EQUIPMENT OR TRAVEL IMPEDED UNDETECTED FAULT IN ROOF.

INJURED STATES THAT HE TWISTED RIGHT KNEE WHEN HE STEPPED INTO A RUT IN ROADWAY.WORKED 08-09-91 BUT WAS UNABLE TO RETURN 08-12-91 WORKED 08-13-91 BUT WAS UNABLE TO RETURN ON 08-15-91( WORKED 7 1/2 HOURS ON 08-13-91).

DURING IDLE WEEKEND 5-11-91 OR 5-12-91 UNKNOWN A FALL OF ROOF OCCURED APPROX 820FT INBY #2 PORTRAL IN #2 ENTRY THE RFALL IS BETWEEN 2 PILLARS NOT AN INTERSECTION FALL FALL DOES NOT HINDER VENT ILATION OR PRODUCTION FALL IS 0-65FT THICK ENTRYWIDTH 18FT & 40FT LONG AREA WAS BOLTED & STRAPPED WITH 5&6FT RESIN BOLTS

A ROOF FALL MEASURING 4-5' THICK 40' LONG X 20' WIDE BLOCKED PASSAGE IN THE #4 TRACK ENTRY. VENTILATION WAS NOT AFFECTED NOR WAS PASSAGE IN THE ADJOINING #5 ENTRY. THE AREA WAS NOT GEOLOGICALL Y SOUND WHERE ADJOINING STRATA (SHALE AND SANDSTONE) WERE NOT ADEQUATELY BONDED DURING FORMATION.

AN UNDETECTED GEOLOGIC FAULT AT AND ABOVE BOLT ANCHORAGE GAVE LOOSE CAUSING FALL. FALL BLOCKED RAIL TRAVEL, DID NOT HAMPER VENTILATION.

HE STATED THAT HE WAS TRIMMING BRUSH WITH A CHAIN SAW AND A BRIAR BECAME CAUGHT IN THE SAW CHAIN, CAME BACK AND HIT RIGHT EYE CAUSING THE CORNAL ABRASION.

I NAME STATED HE WAS PULLING STEEL RAIL 30LB TRACK STEEL INTO PLACE ON TIES & CAUSED HERNIA

HAD JUST FINISHED PRESHIFT EXAMINATION AND WAS STARTING BELTS FOR PRODUCTION.HAD WALKED ACROSS BELT CROSSOVER AND WAS STEPPING OFF LAST STEP ONTO SOLID LEVEL GROUND.FOR SOME UNKNOWN REASON WHE N HIS FOOT TOOK WEIGHT HIS LEFT ANKLE TURNED CAUSING A BAD SPRAIN.

HILL SEAM GAVE LOOSE DISLODGING PERMANENT ROOF SUPPORTS FALL AREA APPX 70'INBY PRTAL #3 ENTRY.INTERSECTION OF RIGHT & LEFT BREAK APPX 16'WIDEX 10'THICK X 12'LONG.

FALL AT AND ABOVE ANCHORAGE ZONE OUTCROP AND WEATHERED SILT/SOAP STONE 4 IN THICK X 17 FT WIDE AND 20 FT LONG VENTILATION HAULAGE AND ESCAPEWAYS REMAIN UNAFFECTED NO MANPOWER OR MACHINERY N EAR AT TIME OF FALL AREA SUPPORTED WITH 4 FT BOLTS ON ADVANCE

INJURED WAS PUS2ING A PIECE OF ROCK APPROX. 2 X 3 X 4THICK OFF M INER FRAME DURING SERVICING HIS HAND SLIPPED ON THE ROCK AND HIS LEFT FOREARM WAS CUT ON THE SHARP EDGE OF THE ROCK. SHARP EDGE CAUSED A LACER5TION THAT REQUIRED 7 OR 8 STITCHES TO CLOSE.

INJURY ILLNESS 8AMAGE OR IMPAIRMENT DO NOT APPLY. THE AREA HAD BEEN RESUPPORTED IN JULY THE PERIMETER HAD BEEN ST CRIBBED AND DNAGERED TO PREVENT ENTRY INTO AREA.

SMALL FALL IN X1CUT NEAR BRATTICE HARMED NO EQUIP OR VENTILATION DEVICES.UN-DETECTED SLIP IN MINE ROOF GAVE LOOSE AT AND ABOVE THE ANCHORAGE ZONE OF THE 36'' CONVENTIONAL ROOF BOLTS FALL 15'WI DE X 12'LONG X 1-40'' THICK.AREA FELL AND DISLODGED 2 CRIBS.ATTEMPTED TO PREVENT FALL.

AN UN-DETECTED 8LIP IN THE ROOF GAVE LOOSE AT AND ABOVE THE ROOF BOLT ANCHORAGE ZONE. THIS FALL WAS 14' LONG X 4' WIDE X 40" THICK (HORSEBACK) 36" CONVENTIONAL BOLTS USED ON INITIAL ADVANCE.

AN UN-DETECTED 8LIP IN THE ROOF GAVE LOOSE AT AND ABOVE THE ROOF BOLT ANCHORAGE ZONE. THIS FALL WAS 20' X 30' X 0-42" THICK. THE AREA WAS INITIALLY SUPPORTED WITH 36" ROOF BOLTS (CONVENTIONAL ) AND STRAPS. 3

AN UN-DETECTED 8LIP IN THE ROOF GAVE LOOSE AT AND ABOVE THE ROOF BOLT ANCHORAGE ZONE.THIS FALL WAS 30' LONG X 20' WIDE X 6-42" THICK.AREA WAS SUPPORTED WITH 36" CONVENTIONAL BOLTS AND STRAPS P ER PLAN.ADDITIO3AL SUPPORTS-CRIBS-HAD BEEN INSTALLED DURING ORIGINAL ADVANCE FO AREA WHEN INDICATED.

AN UN-DETECTED 8LIP IN THE ROOF GAVE LOOSE AT, AND ABOVE THE ROOF BOLT ANCHORAGE ZONE. THIS FALL BROKE SEVERAL SURROUNDING CONVENTIONAL BOLTS AS IT FEATHERED DOWN FROM 42 FEET TO 0 FEET N THE EDGES. AREA H5D BEEN INITILLY SUPPORTED PER PLAN WITH 36 INCH CONVENTIONAL BOLTS.

HEAD CONTACTED 9DGE OF ROOF STRAP THAT HAD BEEN HIT BY MINER HEAD CAUSING LACERATION ALONG TEMPORAL BONE AND SEVERED TEMPORAL ARTERY

MINER GATHERING3PAN HAD BEEN LEFT UP APPROX. 4" FROM BOTTOM & SERVICING WAS UNDER WAY. PAN LEVER WAS INADVERT-ENTLY BUMPED DROPPING PAN ON END OF BOOT.