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and the depths to which it can be used in various soil types should be documented upon an
               accompanying tabulated data sheet. This sheet should come from either the manufacturer or a
               Registered Professional Engineer. This data must be on the job site during the use of the shield.
               It  is  very important  that  the  shield  system  be  assembled  and  used in  conformance  with  the
               manufacturer's or Registered Professional Engineer's direction.  The use  of job-built shield
               systems is permitted if it has been designed by an RPE or is in compliance with tabulated data
               approved by an RPE.

               Workers must exit the shield when it is being installed, removed, moved vertically, or when loads
               are being moved above or within the shield. However, they may remain within the shield if it is
               moved horizontally.  Most trench shields are relatively short.  They may be stacked  to
               accommodate deeper trenches if they have been designed to do so.

               The shield must have the rated strength for the depth that it is being used at. Pre-existing linking
               holes or mechanisms must be used to stack and secure shield systems together. NEVER DRILL
               HOLES IN SHIELDING SYSTEMS TO FACILITATE BOLTING THEM TOGETHER.

               If the soil is sloped in conjunction with the shield system, the shield system must extend at least
               18 inches above the toe of the trench slope. If a vertical cut is made, the shield must extend only
               to the top of the trench.
               Workers may excavate the bottom of the trench to a depth which is not greater than 2 feet below
               the bottom of the shield if the shield is rated for the entire depth and there is no sign of soil loss
               from the sides or bottom. When shielding systems are damaged, they must be repaired and
               inspected before being returned to service.
               Adequate egress systems must be provided to allow for entry into
               the shield system. Workers must not enter an unprotected area of
               the trench in order to reach their means of egress. Secured ladders
               must be spaced so that a worker does not have to go any farther than
               25 feet laterally in order to reach a ladder. Remember that climbing
               on the shield supports is not an acceptable means of egress and
               means of egress must be provided at a depth of 4 feet and greater.


               Sloping and Benching Systems


                                                  If enough surface room is available, sloping or benching the
                                                  trench walls will offer excellent protection  without any
                                                  additional equipment.  Cutting the  slope  of the excavation
                                                  back to its prescribed angle will allow the forces of cohesion
                                                  (if present) and internal friction to hold the soil together and
                                                  keep it from flowing down the face of the trench. The soil type
                                                  primarily determines the excavation angle.


               Sloping - a method of protecting employees from cave-ins by excavating to form sides of an
               excavation that are inclined away from the excavation to prevent cave-ins. OSHA provides slope
               information based on the maximum allowable slope. To use the maximum allowable slope, site
               conditions must be ideal. If any signs of distress are observed, the actual slope is required to be
               less than the maximum allowable slope. Signs of distress that OSHA lists are:


               Trench & Excavation
               Competent Person Training                                            P3 Safety Solutions LLC
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