|
346426554
|
0215800
|
2023-01-09
|
100 NORTHERN CONCOURSE, SYRACUSE, NY, 13212
|
|
| Inspection Type |
Prog Related
|
| Scope |
Complete
|
| Safety/Health |
Safety
|
| Close Conference |
2023-01-09
|
| Emphasis |
N: TRENCH
|
| Case Closed |
2023-05-19
|
Violation Items
| Citation ID |
01001 |
| Citaton Type |
Serious |
| Standard Cited |
19260153 O |
| Issuance Date |
2023-05-05 |
| Current Penalty |
2008.5 |
| Initial Penalty |
2678.0 |
| Final Order |
2023-05-17 |
| Nr Instances |
1 |
| Nr Exposed |
5 |
| Gravity |
1 |
| FTA Current Penalty |
0.0 |
| Citation text line |
29 CFR 1926.153(o):When damage to LP-Gas systems from vehicular traffic was a possibility, precautions against such damage were not taken: a) 100 Northern Concourse, Syracuse, NY 13212: On or about 1/9/2023, the employer did not protected an above ground liquified petroleum gas tank (LPG) against collision hazards from vehicular traffic including but not limited to JLG 944E-42 Lull traffic to retrieve lumber and pallets of bricks or to lift materials into the dumpster for disposal. |
|
|
|
342352333
|
0213600
|
2017-05-23
|
408 MILL STREET, WILLIAMSVILLE, NY, 14221
|
|
| Inspection Type |
Prog Related
|
| Scope |
Partial
|
| Safety/Health |
Safety
|
| Close Conference |
2017-05-23
|
| Emphasis |
L: FALL, P: FALL
|
| Case Closed |
2017-06-26
|
Violation Items
| Citation ID |
01001 |
| Citaton Type |
Other |
| Standard Cited |
19261052 C01 I |
| Issuance Date |
2017-05-26 |
| Current Penalty |
1570.0 |
| Initial Penalty |
1570.0 |
| Final Order |
2017-06-14 |
| Nr Instances |
1 |
| Nr Exposed |
1 |
| FTA Current Penalty |
0.0 |
| Citation text line |
29 CFR 1926.1052(c)(1)(i): Stairways having four or more risers or rising more than 30 inches (76 cm), whichever is less, were not equipped with at least one handrail: a) On or about 5/23/17, at the site of Williamsville, NY. A total of three stairways to the second floor, one with 14 riser steps; two with 10 riser steps, lacked at least one hand rail. NO ABATEMENT CERTIFICATION REQUIRED |
|
|
|
342059771
|
0213600
|
2017-01-11
|
408 MILL STREET, WILLIAMSVILLE, NY, 14221
|
|
| Inspection Type |
Unprog Rel
|
| Scope |
Complete
|
| Safety/Health |
Safety
|
| Close Conference |
2017-06-27
|
| Emphasis |
L: FALL
|
| Case Closed |
2018-06-04
|
Related Activity
| Type |
Inspection |
| Activity Nr |
1206031 |
| Safety |
Yes |
|
| Type |
Inspection |
| Activity Nr |
1206005 |
| Safety |
Yes |
|
| Type |
Inspection |
| Activity Nr |
1240966 |
| Safety |
Yes |
|
| Type |
Referral |
| Activity Nr |
1177382 |
| Safety |
Yes |
|
| Type |
Inspection |
| Activity Nr |
1206185 |
| Safety |
Yes |
|
Violation Items
| Citation ID |
01001A |
| Citaton Type |
Other |
| Standard Cited |
19260502 B03 |
| Issuance Date |
2017-07-06 |
| Current Penalty |
2000.0 |
| Initial Penalty |
3803.0 |
| Contest Date |
2017-07-24 |
| Final Order |
2018-03-08 |
| Nr Instances |
1 |
| Nr Exposed |
4 |
| Related Event Code (REC) |
Referral |
| FTA Current Penalty |
0.0 |
| Citation text line |
29 CFR 1926.502(b)(3): Guardrail systems were not capable of withstanding, without failure, a force of at least 200 pounds (890 N) applied within 2 inches (5.1 cm) of the top edge, in any outward or downward direction, at any point along the top edge: a) On or about 1/11/17 on the exterior deck/balcony of unit 313 and other second and third story exterior decks/balconies of a 3- story apartment building under construction at 408 Mill St., Williamsville,NY: Temporary wood guardrails were installed along the two open sides of the decks/balconies to protect workers from falls of approx. 11 ft. from second story exterior decks /balconies to approx. 21 ft. 6 in. from third story exterior decks/balconies. On the unit 313 deck/balcony, the guardrail system consisted of one vertical 6 x 6 inch wood structural post in the northeast corner, one vertical wood 2x 4 nailed into the wall of the mechanical room at the northwest corner of the deck/balcony, one vertical wood 2x 4 nailed into the wall of the building at the southeast corner of the deck/balcony. Horizontal wood 2 x 4 toprails, and horizontal wood 2 x 4 midrails were nailed into the vertical members to form the guardrail system . The horizontal spans of the toprails and midrails on the outside end of the decks /balconies were approx. 11 feet 4 inches. The horizontal spans of the toprails and midrails on the east side of the unit 313 deck/balcony were approx. 9 feet 3 inches. The horizontal spans on the toprails and midrails of unit 313 deck/balcony and all other decks/balconies were greater than the 8 foot span between vertical posts recommended for wooden guardrails in Appendix B of Subpart M of this standard. Additionally, all the top and mid rails were nailed on the outside of the vertical posts of the unit 313 deck/balcony and most of the other decks/balconies. Some decks/balconies had top and/or midrails that had failed ,were missing, or had been spliced . Most decks /balconies had identical dimensions. An employee fell 21 ft. 6 in. when both the top and midrail failed on the north end of the unit 313 deck/balcony. NO ABATEMENT DOCUMENTATION REQUIRED |
|
| Citation ID |
01001B |
| Citaton Type |
Other |
| Standard Cited |
19260502 B05 |
| Issuance Date |
2017-07-06 |
| Current Penalty |
0.0 |
| Initial Penalty |
0.0 |
| Contest Date |
2017-07-24 |
| Final Order |
2018-03-08 |
| Nr Instances |
1 |
| Nr Exposed |
4 |
| Related Event Code (REC) |
Referral |
| FTA Current Penalty |
0.0 |
| Citation text line |
29 CFR 1926.502(b)(5): Midrails, screens, mesh, intermediate vertical members, solid panels, and equivalent structural members shall be capable of withstanding, without failure, a force of at least 150 pounds (666 N) applied in any downward or outward direction at any point along the midrail or other member: a) On or about 1/11/17 on the exterior deck/balcony of unit 313 and other second and third story exterior decks/balconies of a 3- story apartment building under construction at 408 Mill St., Williamsville,NY: Temporary wood guardrails were installed along the two open sides of the decks/balconies to protect workers from falls of approx. 11 ft. from second story exterior decks /balconies to approx. 21 ft. 6 in. from third story exterior decks/balconies. On the unit 313 deck/balcony, the guardrail system consisted of one vertical 6 x 6 inch wood structural post in the northeast corner, one vertical wood 2x 4 nailed into the wall of the mechanical room at the northwest corner of the deck/balcony, one vertical wood 2x 4 nailed into the wall of the building at the southeast corner of the deck/balcony. Horizontal wood 2 x 4 toprails, and horizontal wood 2 x 4 midrails were nailed into the vertical members to form the guardrail system . The horizontal spans of the toprails and midrails on the outside end of the decks /balconies were approx. 11 feet 4 inches. The horizontal spans of the toprails and midrails on the east side of the unit 313 deck/balcony were approx. 9 feet 3 inches. The horizontal spans on the toprails and midrails of unit 313 deck/balcony and all other decks/balconies were greater than the 8 foot span between vertical posts recommended for wooden guardrails in Appendix B of Subpart M of this standard. Additionally, all the top and mid rails were nailed on the outside of the vertical posts of the unit 313 deck/balcony and most of the other decks/balconies. Some decks/balconies had top and/or midrails that had failed ,were missing, or had been spliced . Most decks /balconies had identical dimensions. An employee fell 21 ft. 6 in. when both the top and midrail failed on the north end of the unit 313 deck/balcony. NO ABATEMENT DOCUMENTATION REQUIRED |
|
|
