A FAULT INTERSECTION IN THE 2100 L CAVED ABOVE BOLT ANCHORAGE IN THE BACK. THE STRUCTURE WAS WEDGE-SHAPED AND CONSISTED OF ABOUT 50-75 TONS OF ROCK. 7 FT LONG SPLIT-SETS WERE USED, IN CONJUNCT ION WITH CHAIN LINK WIRE. ONE OR MORE SPLIT-SETS HAD RUSTED BADLY. THIS DRIFT WAS DEVELOPED IN EARLY 1995.