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CORRESPONDENCE_2021-2024
EnvironmentalHealth
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PR0542433
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CORRESPONDENCE_2021-2024
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Entry Properties
Last modified
7/2/2024 9:45:28 AM
Creation date
2/5/2024 12:11:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2021-2024
RECORD_ID
PR0542433
PE
4430
FACILITY_ID
FA0024385
FACILITY_NAME
MULHAIR DISPOSAL SITE
STREET_NUMBER
19133
Direction
E
STREET_NAME
LIBERTY
STREET_TYPE
RD
City
CLEMENTS
Zip
95227
CURRENT_STATUS
01
SITE_LOCATION
19133 E LIBERTY RD
P_LOCATION
99
QC Status
Approved
Scanner
SJGOV\cfield
Tags
EHD - Public
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Site Health and Safety Plan <br />19133 East Liberty Road, Clements, California <br />August 16, 2022 <br />Page 19 <br /> <br />Sharp Environmental Technologies, Inc. <br />• Heavy equipment safety. <br />• Good housekeeping (e.g., keep tools and equipment clear of tops of trench walls). <br />• Wear hard hats and other required protective equipment. <br />• Utilize ditches, dikes, pumps, or other means to keep surface water out of trenches. <br />• Water should not be allowed to accumulate in any excavation. <br />• Monitor the atmosphere in and around trenches on a regular basis to check for explosive, <br />toxic, or otherwise dangerous gases and vapors: <br />• Bear in mind that trenches represent a confined space hazard, as well as a low-lying area <br />hazard. <br />• Be especially cautious if heavier-than-air gases are encountered (i.e., gases having a vapor <br />density in excess of one). <br />• Utilize appropriate engineering controls (e.g., ventilation), work practices, and PPE as <br />needed. <br />• Trenches in excess of 3 feet deep must have steps or ladders located so that all workers <br />within the trench are within 25 feet of a place of exit [OSHA, Title 29 CFR 1926, Sections 651 <br />and 652]. <br />• Excavated material shall be placed at least 2 feet from the edges of excavations, unless <br />effective barriers are in place to prevent the excavated material from falling into the <br />excavation. <br />Precautions to prevent cave-in (as described below) should be strictly followed. <br />The following conditions increase the likelihood of cave-in: <br />• Soil materials composed of unconsolidated, uncompacted, and/or rounded particles. <br />Special care must be used when trenching in areas which have previously been excavated <br />and backfilled. <br />• Soils which have a high-water content. <br />• Loading of trench walls by adjacent equipment, supplies, structures, backfill piles, etc. <br />• Vibration due to equipment operating near excavations. <br />• Trench walls which are steeper than the angle of repose of the material composing the walls. <br />• Deep trenches (i.e., high trench walls). <br />The following precautions should be used to prevent cave-ins in all trenches in excess of 5 feet deep. <br />These precautions should also be used in trenches less than 5 feet deep whenever those site conditions <br />just listed indicate the likelihood of a cave-in: <br />• Sloping. Trench walls should be sloped to the correct angle of repose. <br />• Shoring. Vertical trench walls (unless composed of solid rock) must be shored and braced, or <br />restrained with movable trench boxes, to prevent cave-ins. <br />• Shoring systems must be designed by qualified person and meet accepted engineering <br />requirements. <br />• Shoring must be installed from the top down and removed from the bottom up.
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