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Stantec ` <br /> PHASE II ENVIRONMENTAL SITE ASSESSMENT REPORT <br /> 2.0 Field Activities <br /> 2.1 HEALTH AND SAFETY PROCEDURES <br /> 2.1.1 Adherence to the Health and Safety Plan <br /> The HASP was prepared in accordance with Cal OSHA and federal regulations (29 CFR <br /> 1910.120). The HASP identifies hazards associated with the tasks performed on this project <br /> and addresses the appropriate management techniques required to reduce related risks. The <br /> HASP was presented to Stantec personnel, subcontractors, and approved visitors to provide <br /> them with an awareness to avoid hazards associated with this project. <br /> All Stantec personnel and subcontractors present on site had completed the 40-hour Hazardous <br /> Waste Operations and Emergency Response (HAZWOPER) training, 29 CFR, Part 1910, <br /> Section 120 (EPA, 1988). <br /> 2.1.2 Daily Safety Meeting and Safety Awareness <br /> Daily safety tailgate meetings, attended by on-site personnel, were held at the beginning of <br /> each work day and as changing Site conditions dictated to discuss the scope of work, health <br /> and safety related issues during the performance of soil vapor investigation activities, and <br /> activities to be completed that day. Discussions were aimed at increasing the awareness and <br /> management of hazards and risks associated with each task to be completed on the Site. <br /> 2.2 SOIL VAPOR INVESTIGATION <br /> 2.2.1 Soil Vapor Borehole and Probe Installation <br /> Prior to the field work, the proposed borehole locations were marked with white paint. <br /> Underground Services Alert (USA) was contacted on February 28, 2011 to mark the existing <br /> utility locations at the Site (USA ticket number 0064734). <br /> On March 8, 2011, Stantec personnel advanced a total of 6 boreholes for the temporary soil <br /> vapor sampling points (Figure 2). The boreholes were advanced using a concrete saw, a <br /> chipping hammer, and a 3.25-inch-diameter hand auger to the maximum depth of approximately <br /> 5 feet bgs. The concrete saw and chipping hammer was used to remove the concrete slab in <br /> the soil borehole locations SV-1 through SV-5 and the asphalt and base rock at soil borehole <br /> SV-6. The hand auger was decontaminated prior to and in between drilling each soil vapor <br /> sampling borehole. Soil vapor boreholes SV-1 and SV-2 were placed within the northern <br /> warehouse. Soil vapor boreholes SV-3 through SV-5 were placed within the southern <br /> warehouse. Soil vapor borehole SV-5 was located adjacent to the former parts washer that was <br /> located in the southwest corner of the southern warehouse in the shop portion of the building. <br /> iiprojects\calpine\lodi\reportUodi.wrpt.docx 2.1 <br />