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Taber <br /> Since 1954 <br /> 1P2/399/245-4 <br /> 6.4 <br /> SITE HEALTH AND SAFETY PLAN <br /> 9-1 Route 99/Route 120 East (Yosemite Avenue) Interchange Project <br /> Manteca, California <br /> 160 <br /> 1.0 INTRODUCTION <br /> The elements of this Health and Safety Plan (H&S Plan) include procedures for <br /> personnel protection, equipment safety, air quality monitoring, and general work practices <br /> �. for Taber Consultants. This plan also details the proper emergency procedures including <br /> emergency response and first aid. The purpose of this H&S Plan is to describe the <br /> anticipated physical and health hazard controls and procedures to help minimize the <br /> accident and injury risks associated with field activities at the subject site. <br /> The provisions specified herein are intended to conform to applicable State <br /> environmental and occupational health and safety regulations. These provisions will apply <br /> to all personnel who participate in the fieldwork. Compliance with this H&S Plan is <br /> required of workers and third parties who enter the field operation areas during field <br /> activities. Field personnel will continuously monitor site conditions to help limit the risk <br /> that the fieldwork will endanger surrounding on-site and off-site personnel. <br /> 2.0 SITE BACKGROUND <br /> Z 1 LOCATION / GENERAL PROJECTDESCRIPTION <br /> The project location is shown on Figure 1. The proposed SR 12/29 intersection <br /> widening project is indicated to include widening the existing bridges and ramps and <br /> construction of two soundwalls. <br /> The site is shown on published geologic mapping (CDMG "Geologic Map of the San <br /> Francisco-San lose Quadrangle", scale 1:250,000, 1990) to be underlain by Holocene age <br /> dune and eolian sand and, at depth, by Pleistocene age Modesto Formation materials <br /> La consisting of sand, silt and gravel. Fill soil from original interchange construction also <br /> exists on the site. <br /> Previous geotechnical study on the site by Taber Consultants indicates a shallowest <br /> reported groundwater depth of 6.9 m (elev. 7.01 m). Based on this data, groundwater is <br /> not expected to be encountered during ADL sampling. <br /> 1 <br />