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Clayton <br /> EN\ RRW,.IFVTAl <br /> Co \SLLT4NTS <br /> 1.0 INTRODUCTION <br /> Clayton Environmental Consultants, Inc. was retained by City of Stockton to develop <br /> a work plan for further subsurface investigations along the proposed sewer project at <br /> the Rough and Ready Island in Stockton, California (Figure 1). This project was <br /> authorized by City of Stockton Project Manager, Mr. Wayne Smith. <br /> 2.0 BACKGROUND <br /> According to information provided to Clayton by City of Stockton, four boreholes (B- <br /> 1 through B-4) and six monitoring (MW-1 through MW-6) wells were installed in <br /> various location along the proposed sewer interceptor. The soil and groundwater <br /> samples collected from the boreholes and the monitoring wells contained acetone, <br /> PCBs, benzene, gasoline and various metals. The summary of the analytical results <br /> for the soil and groundwater samples is included in Appendix A. <br /> 3.0 SCOPE OF WORK <br /> The purpose of this investigation is to further determine extent of soil and <br /> groundwater beneath the island along the proposed sewer interceptor. The scope of <br /> this work plan is based on the information and bid requirements provided by Mr. <br /> Smith on June 27, 1994. <br /> 3.1 HEALTH AND SAFETY PLAN <br /> Before commencing the field activities A health and safety plan will be prepared for <br /> the work outlined in this work plan. The health and safety plan will be in accordance <br /> with the requirements of Title 29 of the Code of Federal Regulations, Section <br /> 1910.120 (29 CFR 1910.120) and California Occupational Safety and Health <br /> Administration (Cal/OSHA) General Industry Safety Order (GISO) 5192. <br /> 3.2 BOREHOLE DRILLING AND MONITORING WELLS INSTALLATION <br /> Clayton will install one borehole (B-5) and seven monitoring wells (MW-7 through <br /> MW-13) along the proposed location of the sewer interceptor to monitor the soil and <br /> groundwater for the presence of hydrocarbons and metals. The proposed borehole <br /> and monitoring well locations are shown in Figure 2. <br /> During the drilling of the borehole and monitoring wells, a Clayton geologist will log <br /> the soil characteristics in the field using the Unified Soil Classification System. <br /> Distinguishing features such as color, odor, and relative soil moisture content will be <br /> noted. Drilling activities will be conducted in accordance with the Regional Water <br /> Quality Control Board (RWQCB) guidelines and Clayton's Drilling, Well <br /> Construction, and Sampling Protocols for Borehole/Monitoring Well Installation <br /> (Appendix B), under the supervision of a civil engineer or a geologist registered in the <br /> State of California. <br /> The borehole will be drilled to an approximate depth of 10 feet below ground surface <br /> (bgs). The monitoring wells will be drilled to a depth of 20 feet bgs. Clayton will <br /> collect soil samples at 5 foot intervals from the monitoring wells MW-7 and MW-8, <br /> and at 2, 4, 6, and 10 feet bgs from the borehole and monitoring wells MW-9 through <br /> 1 <br /> ACI'IVE5680600.WPN <br />