Laserfiche WebLink
M <br /> f Interim Remediation Feasibility Testing and Well Installation Work Plan - <br /> Addendum <br /> QUICK N SAVE #1 <br /> 1901 South El Dorado Street, Stockton, California <br /> 1.0. INTRODUCTION <br /> In addition to the scope of work approved in the San Joaquin County Environmental Health <br /> Department (EHD) letter dated 26 May 2005 , Advanced GeoEnvironmental, Inc. (AGE) has prepared <br /> this work plan addendum for the installation of one ground water extraction well at 1901 South El <br /> j Dorado Street, Stockton, California (the site). Following the well installation, AGE will perform a <br /> 1 feasibility pilot study for ground water corrective action including performance of a 24-hour ground <br /> I water aquifer pump test. The location of the site is illustrated in Figure 1 . A plan of the site is <br /> illustrated on Figure 2. Site background information was included in the AGE prepared Interim <br /> Remediation Feasibility Testing and Well Installation Work Plan dated 15 June 2005 . <br /> This work plan addendum has been prepared as required by an EHD letter, dated 26 May 2005, and <br /> is in accordance with Appendix A - Reports Tri-Regional Recommendations For Preliminary <br /> Investigation and Evaluation of Underground Tank Site, dated 16 April 2004, prepared by the <br /> Central Valley Regional Water Quality Control Board (CVRWQCB) for the investigation of <br /> underground storage tanks (UST) sites. <br /> 2.0. GROUND WATER DEPTH AND FLOW DIRECTION <br /> The estimated depth to ground water at the site is approximately 31 feet below surface grade (bsg) <br /> based on information from quarterly monitoring events performed at the site. However, ground water <br /> at the site is confined by a thick fine grained material and was encountered in previous borings at <br /> approximately 45 feet bsg. <br /> Based on data collected during the 2004 ground water monitoring events, fast observed ground water <br /> was approximately 29 to 33 feet bsg, the ground water flow direction was inferred to be towards the <br /> east to southeast at calculated gradients of 0.016 to 0.005 foot per foot. <br /> 3.0. SCOPE OF WORK <br /> The proposed scope of work will consist of the following tasks: <br /> • Permitting and pre-field work preparations; <br /> • Drilling and soil sample collection; <br /> • Installation and development of a ground water extraction well; <br /> Advanced GeoEnvironmental, Inc. <br />