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s <br /> Fast and Easy Mart �..I <br /> Page 2 <br /> ' 244 West Harding Way July 11, 2011 <br /> Stockton, California 95204 <br /> 03/30/01 Date the EHD filed Unauthorized Release Form (URF) No. 01-U08 and <br /> Notification of Hazardous Waste Discharge No. 01-018. <br /> 07/31/02 Date when soil borings B-3, B-4, and B-5, were advanced on-site and soil and <br /> groundwater samples were collected for analysis. <br /> 11/18/02 Date of Preliminary Site Assessment Report submitted by AGE documenting the <br /> analytical results from advancing soil borings B-3 through B-5. <br /> 02/06/03 Date of Monitoring Well Installation Work Plan submitted by AGE recommending <br /> the installation of three groundwater monitoring wells. <br /> 04/3-4/03 Dates when monitoring wells MW-1 through MW-3 were installed on-site; each <br /> well was screened between 25 and 45 feet bsg. <br /> 04/30/03 Date of Monitoring Well Installation and Monitoring Report—April 2003 submitted <br /> by AGE that reported the results from the installation of three monitoring wells. <br /> 10/08/03 Date of Revised Monitoring Well Installation and Monitoring Report— April 2003 <br /> submitted by AGE. <br /> 10/30/06 Date of Additional Site Assessment Work Plan submitted by AGE proposing the <br /> installation of two additional monitoring wells and the advancement of two cone <br /> penetration test (CPT) soil borings and paired direct-push borings. <br /> 11/09/06 Date of Sensitive Receptor Survey submitted by AGE. <br /> 12/12/06 Date of letter from the EHD approving the reduction of sampling groundwater <br /> collected from monitoring wells MW-2 and MW-3 from quarterly to annually. <br /> 01/23/07 Date of Additional Site Assessment Work Plan Addendum — January 2007 <br /> submitted by AGE proposing the advancement of three soil borings and <br /> collection of grab groundwater samples at each borehole. <br /> 06/18-20/07 Dates when soil borings B-6 and B-7 were advanced to total depths of 40 feet <br /> bsg, B-8 was advanced to total depth of 31 feet bsg; CPT-1 was advanced to <br /> total depth of 100 feet bsg; and CPT-2 was advanced to total depth of 116 feet <br /> bsg. <br /> 12/26/07 Date of Cone Penetrometer Testing Report submitted by AGE that reported the <br /> results from the advancement of CPT borings CPT-1 and CPT-2, and soil borings <br /> B-6 through B-8. <br /> 04/01/08 Date of Additional Site Assessment Work Plan submitted by AGE proposing the <br /> installation of one groundwater monitoring well located in the street of Monroe <br /> Avenue. <br /> 05/29/09 Date of letter from the EHD directing that monitoring well MW-1 be sampled <br /> semi-annually and MW-2 and MW-3 be sampled biennially. <br />