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SECTION IV. <br /> FIELD ACTIVITIES <br /> A. UTILITY LOCATION <br /> Underground Service Alert (USA aka Dig Alert) was contacted and the Dig Alert ticket <br /> #0089128 was issued. <br /> A boring permit application and workplan were submitted to the San Joaquin County <br /> Environmental Health Department. A permit was issued for the borings on the project site on <br /> March 16, 2012. <br /> The on-site geophysical survey completed by Sierra Nevada GSI (Sierra) found several radar <br /> anomalies including: four potential USTs, underground utilities, and two large septic tanks. <br /> Former trenches for stormwater drainage along the northern portion of the building were <br /> observed by Sierra and PEI to be concrete-filled and obvious. Please note that due to <br /> significant alterations to the property's surface and structures over time (e.g., site re-paving, <br /> pavement patching, installation and removal of interior and exterior equipment and subsurface <br /> items, etc.), visual observations and geophysical survey results may have been affected such <br /> that potential areas or items of concern may not have been readily recognizable or included in <br /> the work performed. <br /> Permits and clearances are documented in Appendix D. <br /> B. HEALTH AND SAFETY PLAN <br /> A site-specific Health and Safety Plan (HASP)--compliant with the requirements of 29 CFR <br /> Part 1910.120, 8 CCR 5192, and the EPA Standard Operating Safety Guides for Hazardous <br /> Waste Operations (1986)—was developed for PEI personnel prior to field activities. Based on <br /> the conditions of the site, the expected levels of constituents present in the soil, and the type of <br /> work performed, all activities were conducted in Level D Personal Protective Equipment <br /> (PPE). The HASP provided the requisite details and guidance for PEI personnel. <br /> C. DRILLING METHODS <br /> PEI subcontracted the drilling services of InterPhase Environmental, Inc., for the March 19 to <br /> 23, 2012, field work to obtain soil vapor, soil matrix, and groundwater grab samples at the <br /> Site, using a Geoprobe® 6600 direct-push drilling rig. Weather at the time of the drilling was <br /> cool and partly overcast with temperatures in the mid 50°s F. The field work was <br /> accomplished in five field days and included 26 soil vapor locations (SV-1 to SV-26, with 1 <br /> soil vapor and 1 soil matrix sample each), 20 soil borings (SB-101 to SB-120, with one soil <br /> matrix sample each), and four temporary groundwater wells (GW-1 to GW-4, with two soil <br /> matrix samples and one groundwater sample each). In all, there were collected and analyzed <br /> 54 soil matrix samples from 50 vapor/matrix/groundwater locations, 25 soil vapor samples <br /> Limited Phase II Environmental Site Assessment Report Pinnacle Environmental,Inc. <br /> 248 Industrial Avenue,Stockton,CA 95206 Page 11 <br />