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S E C 0 R � . <br /> 7-Eleven Store#32262 <br /> Extended Groundwater Pumping Test and Oxygen Injection Feasibility Study <br /> November 15, 2005 <br /> Page 4 <br /> constant rate test water levels were continuously logged in the pumping well and the two <br /> observation wells The calculated hydraulic conductivity during this test ranged from 0 0057 <br /> to 0 00036 centimeters per second <br /> On September 30, 2004, a report was submitted to the SJCEHD entitled, Results of Site <br /> Assessment, Remedial Feasibility Testing and Site Conceptual Model This report i <br /> summarized site activities and provided a guide for future assessment and remediation In <br /> a letter dated February 14, 2005, the SJCEHD approved the proposed extended <br /> groundwater pump test as outlined in the September 30, 2004 report Additionally, the <br /> SJCEHD requested an addendum work plan describing the pump test design as well as a <br /> work plan to further investigate the lateral and vertical extent of contamination <br /> On June 13, 2005, SECOR assumed ownership of the former Grant Line Gas and Food well <br /> MW-5(1n on behalf of 7-Eleven Inc MW-5(1) will be added to future monitoring and sampling <br /> events at the site <br /> On March 31, 2005, SECOR submitted a Work Plan for Additional Site Assessment and <br /> Interim Remediation Addendum to the SJCEHD The Work Plan was approved by letter <br /> dated May 3, 2005 The proposed 80 hour extended pump test and the Oxygen Injection <br /> Feasibility Test were conducted on September 12-16, 2005 and June 21, 2005 respectively <br /> EXTENDED GROUNDWATER PUMP TEST <br /> The purpose of this pumping test was to assess hydrogeologic conditions beneath the Site, <br /> and was conducted in accordance with the approved work plan All work was conducted <br /> under the supervision of a California-Certified Hydrogeologist <br /> Methodology <br /> Before beginning the step-drawdown and constant-discharge pumping tests, pressure <br /> transducers with built-in dataloggers were installed in pumping well EX-1 and observation <br /> wells S-1, MW-5, and MW-4 (Figure 2) on September 12, 2005 to monitor water levels <br /> before, during, and after aquifer testing <br /> A step-drawdown test was conducted on September 12, 2005 using a submersible pump in <br /> well EX-1 Before the start of the test, water levels in well EX-1, and the three observation <br /> wells (S-1, MW-5, and MW-4) were monitored and recorded Well EX-1 was pumped at <br /> slightly varying rates (steps) while monitoring changes In the water level in the pumping <br /> well The water levels and corresponding times were recorded during each step to allow for <br /> analysis of the drawdown attributed to each step, and to provide Information needed for the <br /> selection of an optimum pumping rate for the constant-discharge pumping test The <br /> optimum pumping rate is the highest pumping rate that would stress the aquifer without <br /> dewatering the well over the duration of the constant-discharge pumping test, which in this P <br /> case was approximately 80 hours ; <br /> 17-Elevenl7-11 stores1322621Reports132262 Pump Test and 02 Feasibility 11-10-05 doc SECOR Intemationa►Incorporated <br />