KenAmerican Resources, Inc.Mining Incidents in 2000

A ROOF FALL INT HE ONE NORTH ENTRY AT SAD 8816 IN THE BELT LINE MEASURING APPROX. 15'X19'X12'. THE AREA WAS MINE IN JUNE 2000 AND SUPPORTED BY 6' TENSION REBAR ROOF BOLTS AND TUNBOLTS.

A ROOF FALL 50' BY 20' BY 6' IN THE ONE MAIN NORTH ENTRIES IN #4 ENTRY BETWEEN #2 AND #3 X-CUT. THE FALL WAS CAUSED BY AN UNDETECTED SLIP. THE AREA HAD BEEN SUPPORTED BY 6' TENSION REBAR ROOF BOLTS.

A ROOF FALL IN THE MAIN NORTH RETURN AT XCUT #22 IN #2 ENTRY. MEASURING APPROX 30'X20'X6. THIS AREA WAS MINED IN 2/97 & SUPPORTED WITH 6' TENSOR REBAR BOLTS. THE APPARENT CAUSE WAS ON UN DECTED SLIP IN THE MINE ROOF

A ROOF FALL IN THE MAIN EAST RETURN AT X-CUT BETWEEN #1 AND #2 ENTRIES MEASURING 50' BY 20' BY 6'. THE AREA WAS MINED IN APRIL 2000 AND SUPORTEDWITH 6' RESIN REBAR ROOF BOLTS AND TIMBERS. THE FALL WAS CAUSED Y A HIDDEN SLIP IN THE MINE ROOF.

A ROOF FALL ON 002-0 SECTION IN #6 ENTRY X-CUT #41 MEASURING 40' BY 19' BY 8'' THE AREA HAD BEEN SUPPORTED BY 6' TENSION REBAR ROOF BOLTS.

A ROOF BOLT IN THE WAST PARALLEL ENTRY BETWEEN #7 AND #9 X CUT IN #8 ENTRY MEASURING 80'X20'X7'. THE AREA HAD BEEN SUPPORTED WITH 6' TENSION REBAR ROOF BOLTS AND TIMBER.

A ROOF FALL IN THE EAST MAINE IN #3 ENTRY SPAD #9659 MEASURING 85' X 20' X 6'. THE AREA HAD BEENSUPPORTED WITH 6' TENSION ROOF BOLTS.

A ROOF FALL ON #2 UNIT 100' OUTBY THE FACE IN #3 ENTRY, BETWEEN #18 & #19 X-CUT MEASURING 50'X19'X6' (EAST MAINS) THE AREA HAD BEEN BOLTED WITH 6' TENSION REBAR ROOF BOLTS. THE FALL WAS CAUSE D BY HIDDEN SLIPS.

A ROOF FALL MEASURING 20' BY 19' BY 6' IN THE NORTH AT X-CUT #1 IN #4 ENTRY. THE AREA HAD BEEN SUPPORTED WITH 6' TENSION REBAR ROOF BOLTS AND WAS CAUSED BY BY A HIDDEN SLIP.

A ROOF FALL IN THE NORTH ENTRY AT #12 X-CUT IN #6 ENTRY MEASURING APPROXIMATELY 70' X 19' X 6'.THE AREA HAD BEEN MINED IN JUNE OF 2000 AND SUPPORTED WITH 6' TENSION REBAR ROOF BOLTS. THE FALL WAS CAUSED BY AN UNDETECTED SLIP.

A ROOF FALL MEASURING 20' X 20' X 6' AT SPAD8812BETWEEN #4 & #4 ENTRY. THE AREA HAD BEEN BOLTLEDWITH 6' ROOF BOLTS. THE FALL WAS APPARENTLY CAUSED BY AN UNDETECTED SLIP.

A ROOF FALL IN THE 1 NORTH ENTRY BETWEEN #16 & #17 XCUT IN #9 ENTRY MEASURING 60' X 20' X 6'. THE AREA HAD BEEN SUPPORTED BY 6' TIMBER REBAR ROOF BOLTS * CAISED BY AN UNDETECTED SLIP.

A ROOF FALL IN THE SOUTHWEST VENT ENTRY AT #13 X-CUT IN #4 ENTRY APPROX. 20' OUTBY THE FACE OF #4 ENTRY ON MMU 002-0 MEASURING 19' X 19' X 7'. THE AREA HAD BEEN SUPPORTED WITH 6' TENSION REBA R ROOF BOLTS AND THE FALL WAS CAUSED BY A HIDDEN SLIP.

A ROOF FALL MEASURING 50' X 18' X 7' IN THE EAST MAINS IN #18 X-CUT #7 ENTRY. THE AREA HAD BEED MINED IN MAY 2000 AND SUPPORTED WITH 6' TENSION REBAR ROOF BOLTS. THE CAUSE WAS AN UNDETECTED SL IP IN THE MINE ROOF.

A ROOF FALL MEASURING 20' X 18' X 6' IN THE EAST MAIN #5 ENTRY INBY #17 X-CUT. THE AREA HAD BEEN MINED IN MAY 2000 AND SUPPORTED WITH 6' TENSION REBAR ROOF BOLTS. THE CAUSE WAS AN UNDETECTED S LIP IN THE MINE ROOF.

A ROOF FALL MEASURING 15' X 19' X 6' IN THE ONE NORTH ENTRY 2 CROSSCUTS OUTBY #1 CROSSCUT BETWEEN #4 & #5 ENTRY IN THE PILLAR LINE. THE AREA HAD BEEN MINED IN JUNE 2000 AND SUPPORTED WITH 6' TENSION REBAR BOLTS. THE FALL WAS CAUSED BY HIDDEN SLIPS AND A KIDNEY BED.

A ROOF FALL MEASURING 25' X 20' X 6' IN THE EAST MAIN ENTRY AT #3 CROSSCUT #6 ENTRY. THE AREA HAD BEEN MINED IN APRIL 2000 AND SUPPORTED WITH 6' TENSION REBAR ROOF BOLTS. THE FALL WAS CAUSED BY AN UNDETECTED SLIP AND A KIDNEY BED.

A ROOF FALL MEASURING 40' BY 19' BY 6' IN THE NORTH ENTRY 3 X CUTS IN BY THE MAIN EAST BETWEEN #2 AND #3 ENTRY IN THE PILLAR LINE. AREA SUPPORTED WITH 6' TENSION REBAR ROOF BOLTS. THE FALL WAS CAUSED BY AN UNDETECTED SLIP.

A ROOF FALL MEASURING 110' BY 20' BY 6' IN THE MAIN NORTH #3 ENTRY #10 AND 311 X CUT. AREA WAS BOLTED WITH6' TENSION REBAR BOLTS. CAUSE WAS AN UNDETECTED SLIP IN THE MINE ROOF.

A ROOF FALL MEASURING 40' BY 20' BY 6' IN THE S.W VENTILATION ENTRY #3 #9 X-CUT. AREA WAS SUPPORTED WITH 6' TENSION REBAR BOLTS. APPARENT CAUSE WAS UNDETECTED SLIP.

A ROOF FALL IN THE SOUTHWEST VENTILATION ENTRY IN #5 ENTRY BETWEEN #8 & #9 X-CUT MEASURING APPROX 30' X 20' X 6'. THE AREA HAD BEEN BOLTED WITH 6' ROOF BOLTS AND HAD AN UNDETECTED SLIP IN THE MINE ROOF.

A ROOF FALL IN THE EAST MAINS 11 X-CUT #6 ENTRY MEASURING 10' X 20' X 6'. THE AREA HAD BEEN BOLTED WITH 6' TENSION REBAR ROOFBOLTS.

A ROOF FALL IN THE EAST MAINS IN #8 ENTRY #9 X-CUT MEASURING APPROX 60' BY 20' BY 6-9'. THE AREAHAD BEEN SUPPRTED WITH 6' TENSION ROOF BOLTS AND 9' MEGA BOLTS AND TIMBERS. THERE WAS UNDETECTED SLIP IN THE MINE ROOF.

WHILE CUTTING THE FACE OF #8 ENTRY ON SECTION 001-0 THE CONTINUOUS MINER CUT INTO OLD MINE WORKS CAUSING AN INUNDATION OF WATER RESULTING IN THE EVACUATION OF THE ENTIRE MINE.

A ROOF FALL MEASURING APPROXIMATELY 70' X 18' X 5' IN THE 5 WEST PANEL AT #42 X-CUT #4 ENTRY 800'OUTBY 002-0. THE AREA HAD BEEN BOLTED WITH 5'FULLY GROUTED ROOF BOLTS AND THE CAUSE WAS AN UNDE TECTED SLIP IN THE MINE ROOF.

A ROOF FALL MEASURING APPROX 160' X 20' X 5' ON THE 002-0 SECTION IN THE 5 WEST , #44 X-CUT IN #4, #5 & #6 ENTRY. THE CAUSE WAS A HIDDEN SLIP IN THE MINE ROOF.

PULLING MINER CABLE WHEN HE FELT A PAIN IN HIS LOWER BACK. THIS DID NOT BECOME REPORTABLE UNTIL 11-13-00.

EMPLOYEE BENT OVER TO LOWER A PIECE OF METAL TO THE GROUND AND COULD NOT STRAIGHTEN BACK UP.

USING A DIESEL LO-TRAC TO HELP INSTALL STEEL ARCHES WHEN AN ARCH CAME LOOSE STRIKING HIM ON THE HEAD.

WALKED HEAD FIRST INTO A BENT PIN PLATE AND JAMMED HIS NECK.

EMPLOYEE WAS LOADING ROCKDUSTER FROM BULK TANK &WHILE REMOVING HOSE IT BLEW OFF STRIKING HIM IN THE MOUTH.

EE TOLD HIS FOREMAN THAT HE COULD NOT ROOF BOLT ANYMORE BECAUSE HE HURT HIS BACK. THIS WAS NOT TURNED IN TO COMPANY PERSONAL AS A MINE INJURY UNITL 11/1/00