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Fall was found at 18 break, 3 left panel, off of 3Left B Mains, 4 entry inby spad 2996. Fall was 20'w x 20'l x 9' to 10' thick. Roof support was 6' torque tension bolts.

Fall was found at intersection 32 break, 1st left panel off of 2 south mains. Fall was 20'w x 20' L x 9' to 10' thick. Roof support was 6' torque tension bolts.

Fall was found at 1st left of of 2 south mains, 34,35 break, 6 entry. Fall 110' l x 19.5' w x 9' to 10' thick. Roof control was 6' torque tension bolts.

Fall was found on 20 break 3 left on 3 left B mains. Fall was 100' long/ 9' to 10' thick, and 18' wide. Roof support was 6' torque tension bolts.

Fall was found 3 left B mains, 7 break, 7 entry. Fall was 45' long x 8.5' to 9' thick x 18.5' wide. roof support was 6' torque tension bolts.

Fall was found on slope mains at 21 break. Fall was 45' long x 8.5' thick x 19.5' long. Roof support was 6' torque tension bolts.

Fall was found on slope mains at 23 break, 7 right crosscut. Dimensions were6.5 thick x 19ft. Wide x 35ft. long. roof support was 6ft. torque tension bolts.

Fall was found on slope mains at 23 break #5 entry, fall was 8' thick x 50' long x 19.5' wide. Roof support was 6' torque tension bolts.

Employee was told to pull a loose rib that had timbers set in front of it. When employee pulled the loose rib, the material dislodged a timber striking employee in the head.

Fall was found on 2 south mains at 5 and 6 break #2 entry 1 break outby spad #421. Fall was 5' to 6' thick x 60' long x 14' wide. Roof support was 6' torque tension bolts.

Fall was found at 12 break on 2 south mains #8 entry, 60' inby spad 495. Fall was 55' long x 7 to 8' thick, and 18.5 ' wide. Roof support was 5' torque tension bolts.

Roof fall was found on 2 south mains 12 break #6 entry 60' inby spad #485. Fall was 8' thick x 19' wide x 60' long. Roof support was 5' torque tension bolts.

Fall was found on 1st left off of south mains, inby spad #954. Fall was 18' long x 18' wide x 4' to 5' thick. Roof support was 6' torque tension bolts.

Employee placed his left hand on the outside of the canopy of the scoop that he was operating. The scoop went into a mud hole and slid into a rut smashing his left hand between rib and scoop canopy. After surgery, Dr. said that he would lose 1/2 of his left ring finger and tip of his middle finger.

Fall was found off of 1 west mains old track entry 5 break. Fall was 5' thick x 20' long x 20' wide. roof control was 5' torque tension bolts.

Fall was found on 1st left off of 1 west mains old track entry. Fall was 75' long x 9' thick x 20' wide. 14 break track entry. roof support was 5' torque tension bolts.

Fall was found on 28 break, 1 west mains, 6 entry and 6 right crosscut. Roof support was 6' torque tension bolts.

Fall was found on 1 West mains 4 left panel #2 entry 9 and 10 break. Roof control was 6' torque tension bolts.

Employee was trying to remove a shear jack pin. Employee was holding a bar when he was struck with a hammer in the right forearm, fracturing a bone in his arm.

Fall found 1st left panel, south mains #1 rooms spad # 231. Fall was 70' long x 19' wide x 6' high.

Fall was found 2nd left off 1st left panel off south mains 2-room. The fall was 70'long x 19' wide x 5' to 6' high. Roof support was 6' torque tension bolts.

Fall was found 23 break, 1 west mains 7 right crosscut. Fall was 15' long x 5' to 5 1/2' thick x 18 1/2' wide. Roof support was 5' torque tension bolts.

Fall was found at 45 break on 1st left off of south mains, 2 breaks inby spad # 1662. Fall was 30' long x 19' wide x 5' to 6' thick. Roof support was 6' torque tension bolts.

Installing torque arms on miner felt pain in stomach. Employee filled out accident form but refused medical attention, and continued work until 11/10/11. Employee had surgery on 1/11/11.

4 left panel off of 1 west mains, #9 entry, 7 break. Dimensions were 35' long x 6' to 7' thick x 18.5' wide. Roof control was 6' torque tension bolts.

Fall was found 1st left off of 1 west mains break 28, track entry spad # 568. Dimensions were 12' wide x 25' long x 6' thick. Roof support was 5' torque tension bolts.

Fall was found on 4 left panel off of 1 west mains, between 4 break and 6 break #9 entry. Spad #1521 in #8 entry across from fall. Dimensions were 60' long x 7' to 8' thick x 19' wide. Roof support was 6' torque tension bolts.

Fall was found at 1st left off 1st left off 2 south mains 61/2 break to 10 break #2 entry near spad 1202. Fall was 160' long x 19' wide x 8' thick. Roof support was 6' torque tension bolts.

Fall was found at 1st left off 2 south mains at 1 crosscut inby spad 1058 to 1055 no.2 intersection. Roof support was 6' torque tension bolts.Fall was 100' long x 20' wide.

Roof fall was found off of 1 west mains 2 left panel #1 entry. Roof fall was approx. 55' long x 19' wide x 7' thick.

Fall was found off of #2 south mains inby spad # 1024. Fall was approx. 25' wide x 20' long x 6' to 7' high.

Roof fall was found on 1 west mains 20 break, #6 entry in the intake. spad # 355. Fall was apppox. 25' long x 19' wide x 5' thick. Roof control was 5' torque tension bolts.

Fall was located on 1 west mains 9 break #9 entry. Fall was 20'W x 20'L x 5' Thick.

Fall was found at 1 west mains intake #8 entry.Fall was 40' L x 19' W x 5' thick.8 left demensions were 25' L X 19'W X 5' Thick.

Fall was found at 1 west mains #3 entry intersection. Fall was approximatly 30'L x 19.5' W x 6' H.

Roof fall was found on 1st left off 1 west sub mains, 18break-20break #4 entry, spad # 469. Fall was 110' long 19' wide 7' thick.

Roof fall occurred on 2 south mains 2nd left break 27 in the belt entry. Fall was 20' x 20' x 8' thick. Roof control was 6' torque tension bolts.

Fall was found at 1 west mains, 25 break, spad # 382. Fall was 80' long x 19' wide x 7' high. roof support was 5' and 6' torque tension bolts.

Fall was found on 2 south mains #8 entry inby spad # .777 from 35 break to 36 break. Roof control was 6' torque tension bolts. Fall was 120' long x 20' wide x 8' high.

Fall was found on 2nd left off 2 south mains at 24break. Roof fall was 6' High x 40' Long x 18'Wide.

Fall was found at 1 west mains, 12 break between #4 and #5 entry, 50' inby spad #301. Fall was 15'W x 20'L x 5'H

Fall was found on 1 west mains #9 entry break 32 1/2 to 34 break. Roof Fall was 7' Thick x 18' Wide x 90' long.

Operator had left hand on canopy jack while lowering canopy. His left pinky got smashed between cylinders.

Roof fall was found at break 38 on west mains 3 breaks inby spad #1240, between #6 and #8 entry. Fall was 17.5 W x 8' H x 70' L .

Fall was found at break #5 on 2nd left panel from spad 811 to 361. Fall was 55' long, 18' wide, and 5' thick.

Fall was located on 1B belt at break # 14 outby spad # 322. Fall was 25' long 19' to 25' wide 5' high.

Fall was found in intake on 2 south mains, inby spad # 758 # 7 entry break 32. Fall was 60' long 20' wide approx. 10' high.

Roof fall was found at 1 west mains 2nd left panel belt entry, break 2, 1st crosscut outby spad 354 at end of belt channel.

Fall was found 1 west mains break 40 4 to 6 entry. Fall was 80' long x 18' wide x 7' thick.

Roof fall was found at 9:10pm in the return on 1 left panel in 20 south mains at break # 41. Fall started in the intersection of #7 entry and went approximately 150' thru the intersection in # 9 entry from spad 2245 to spad 1166. This area was mined around the first of June. Area was dangered off.