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COMPLIANCE INFO_2024 FINAL SITE CHARACTERIZATION WORK PLAN
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COMPLIANCE INFO_2024 FINAL SITE CHARACTERIZATION WORK PLAN
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Entry Properties
Last modified
10/25/2024 11:19:59 AM
Creation date
10/25/2024 10:04:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
2024 FINAL SITE CHARACTERIZATION WORK PLAN
RECORD_ID
PR0504909
PE
4430 - SOLID WASTE CIA SITE
FACILITY_ID
FA0006400
FACILITY_NAME
RIVERBANK CITY DUMP
STREET_NUMBER
0
STREET_NAME
SANTA FE
STREET_TYPE
RD
City
RIVERBANK
Zip
95367
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
Site Address
SANTA FE RD RIVERBANK 95367
Tags
EHD - Public
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Site Health and Safety Plan Page 14 <br />• Nonessential personnel shall be kept out of the work area. <br />3.5.4 Excavation and Trenching <br />A competent person, who is capable of identifying existing and predictable hazards in the <br />surroundings, or working conditions that are unsanitary, hazardous, or dangerous to <br />employees, and who has authorization to take prompt corrective measures to eliminate <br />them, is responsible for and will be present during excavation activities. <br />Workers will not enter unstable excavations or excavations greater than 5 feet in depth <br />without appropriate shoring systems. If shoring or shielding systems are not used, side <br />slopes shall not be steeper than 1½:1 without written confirmation from the competent <br />person that slope is safe for the soil conditions. Excavations shall be constructed in <br />accordance with the OSHA Excavation Safety Standard (29 CFR 1926 Subpart P). When a <br />trench box is used a ladder shall provide ingress and egress. <br />The SSHO hard designate shall inspect excavations and trench boxes daily. The competent <br />person shall perform a visual test to evaluate the conditions around the site. In a visual test, <br />the entire excavation site is observed, including the soil adjacent to the site and the soil <br />being excavated. <br />During the visual test, the competent person shall check for crack-line openings along the <br />failure zone that would indicate tension cracks, look for existing utilities that indicate that <br />the soil has been previously disturbed, and observe the open side of the excavation for <br />indications of layered geologic structuring. This person must also look for signs of bulging, <br />boiling, or sloughing, as well as for signs of surface water seeping from the sides of the <br />excavation or from the water table. <br />In addition, the area adjacent to the excavation shall be inspected for signs of foundations <br />or other intrusions into the failure zone, and the inspector shall check for surcharging and <br />the spoil distance from the edge of the excavation. If there is evidence that a cave-in or <br />slide is possible, work shall cease until the necessary safeguards have been identified and <br />implemented. Excavated material shall be placed far enough from the edge of the <br />excavation (a minimum of 2 feet) so that it does not fall back into the opening or affect the <br />integrity of the sidewall. Groundwater has the potential to undermine a trench. Dewatering <br />of the excavation shall be conducted as necessary by site personnel. The Riverbank Fire <br />Department shall be notified of trenching activities. If a cave in or slide occurs, site <br />personnel shall activate the Emergency Response Plan, call 911 and follow the established <br />incident reporting procedures. At the end of each day's activities, open excavations shall be <br />clearly marked and secured to prevent nearby workers or unauthorized personnel from <br />entering them. <br />Trenching is a form of excavation made below the surface of the ground where its width is <br />narrow in relation to its length. In general, the depth is greater than the width, but the width <br />of a trench is not greater than 15 feet. If forms or other structures are installed or <br />constructed in an excavation as to reduce the dimension measured from the forms or <br />structure to the side of the excavation to 15 feet or less, the excavation is also considered to <br />be a trench. If a trench is greater than 5 feet in depth, shoring and/or sloping shall be <br />implemented to protect employees from cave-ins. Shoring is a structure such as a metal <br />hydraulic, mechanical or timber shoring system that supports the sides of an excavation and <br />which is designed to prevent cave-ins. Sloping is a method of protecting employees from
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