Safety Incidents OSHA Severe Injury Reports · 2015–2025
5,189,992Inspections Most recent open 2026-07-18 Last loaded 2026-07-22

OSHA Inspection: UNIQUE BUILDERS & REMODELING, LLC

Planned inspection · Safety discipline

On , OSHA opened a planned safety inspection of UNIQUE BUILDERS & REMODELING, LLC in 16 DIETZ STREET, ONEONTA, NY 13820 (NAICS 238140). OSHA activity number 333299360.

What this inspection record means

OSHA opens inspections for many reasons — routine scheduling under a national or local emphasis program, an employee complaint or referral, or a follow-up after a reported injury. Opening or conducting an inspection is not itself an allegation or a finding that this employer broke any rule; any findings appear as the citations listed below, and citations can be contested, reduced, or withdrawn.

Watch Unique Builders & Remodeling, LLC — free Get an email when a new federal OSHA severe-injury report for Unique Builders & Remodeling, LLC is published. One employer, no account, unsubscribe in one click.
Site address
16 DIETZ STREET
City
ONEONTA
State
NY
ZIP
13820
Mailing
776 WILBER LAKE ROAD, ONEONTA, NY 13820
Inspection type
Planned (H)
Scope
Complete (A)
Discipline
Safety
Advance notice
No
Union status
B
Opened
Closing conference
Case closed
Last modified
Data loaded
NAICS code
238140
Employees
4
Ownership type
A

3 citations on file for this inspection.

1926.451 G04 I

Serious Gravity 5 2 instances 2 exposed
Issued
May 11, 2012
Penalty
Initial $2,000 · Current $1,200 Reduced
29 CFR 1926.451(g)(4)(i):     Guardrail systems were not installed along all open sides and ends of platforms:    a)  West side of building, on or about 4-3-12:  Two employees were laying brick while on an outrigger bracket scaffold platform that did not have a full guardrail system on the ends, exposing the employees to a fall hazard of 22 feet.
Recent events (2)
  • — I (S) $1200
  • — Z (S) $2000

1926.451 G04 XV

Serious Gravity 5 1 instance 1 exposed
Issued
May 11, 2012
Penalty
Initial $0 · Current $0
29 CFR 1926.451(g)(4)(xv):     Crossbracing used in place of a midrail was unacceptable because the crossing point of two braces is between 20 inches (0.5 m) and 30 inches ((0.8 M) above the work platform or as a toprail when the crossing point of two braces is between 38 inches (0.97 m) and 48 inches (1.3 m) above the work platform:    a)  West side of building, on or about 4-3-12:  One employee was working on a platform that used cross braces as a full guard rail system, exposing the employee to a fall hazard of 26 feet 6 inches.
Recent events (2)
  • — I (S) $0
  • — Z (S) $0

1926.451 E01

Other-than-serious 1 instance 1 exposed
Issued
May 11, 2012
Penalty
Initial $0 · Current $0
29 CFR 1926.451(e)(1):     When scaffold platforms were more than 2 feet (0.6 m) above or below a point of access, portable ladders, hook-on ladders, attachable ladders, stair towers (scaffold stairways/towers), stairway-type ladders (such as ladder stands), ramps, walkways, integral prefabricated scaffold access, or direct access from other scaffold, sturcure, personnel hoist, or similar surface was not used.  Crossbraces were used as a means of access:      a)  West side of building, on or about 4-3-12:  One employee was accessing a scaffold platform by climbing the cross braces, exposing employee to a fall hazard of 45 inches.
Recent events (2)
  • — I (O) $0
  • — Z (O) $0

This record is reproduced from the U.S. Department of Labor Open Data API (OSHA inspection dataset). The original IMIS detail view is available at OSHA's Establishment Search for activity number 333299360.

Look up any company's OSHA accident reports by company, or browse severe injury reports by year, state, and company.