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� � � 1 <br /> Farn,Work Plan to Install Compliance Groundwater Monitoring Wells,Musco <br /> World Olive Com an ,Trac ,California <br /> The WDR for the surface impoundments (Order No. R512005-0024) requires that the Leachate Collection I <br /> and Recovery System (LCRS) be tested to demonstrate that it is operating in accordance with its <br /> intended design and the requirements of Title 27 California Code of Regulations. In 2012,the Pond A I <br /> LCRS testing was initiated on October 8, completed on December 7 and was reported to the RWQCB in <br /> a December 14, 2012 letter prepared by Terraphase with the subject line, 'Pond A 2012 LCRS Testing <br /> Report, Musco Family Olive Company,Class II Surface Impoundments,Tracy California"(the"Pond A ' <br /> Test Report"). As described in the Pond A Test Report,although two laterals returned more of the <br /> injected water than what was observed during the 2011 testing,the total quantity of returned water <br /> was less than the RWQCB expectations of 40%.This was the second test in a row that yielded a total ' <br /> quantity of water that was less than the RWQCB expectations. Therefore, in a January 24, 2012 meeting <br /> with the RWQCB, Musco presented a plan to design and construct a series of new surface ' <br /> impoundments that can replace the storage capacity of Pond A and account for any additional storage <br /> capacity needed based on an update to the facilities water balance. In a September 17,2013 meeting, <br /> Musco presented to the RWQCB its progress at locating additional land to accommodate the proposed <br /> surface impoundments.As presented to the RWQCB, by the end of October 2013 or early November <br /> 2013, Musco intends to have completed the acquisition of the land directly to the east of the current <br /> facility at 17950 Via Nicolo. ' <br /> This work plan has been prepared to describe the procedures for installing the compliance groundwater <br /> monitoring wells for the proposed surface impoundments. The intent is to install these groundwater ' <br /> monitoring wells prior to the construction of the surface impoundments to accommodate a sufficient <br /> number of monitoring events prior to the discharge of waste water into the surface impoundments so ' <br /> that a baseline data set can be established for each new well. This baseline data set will be used to <br /> support an intrawell analysis when assessing compliance with groundwater quality specifications that <br /> will be required by the WDR for the new surface impoundments.Three(3)compliance groundwater ' <br /> monitoring wells will be installed at the approximate locations shown on Figure 2. <br /> The conceptual layout of the proposed surface impoundments are provided on Figure 2 for reference. , <br /> Figure 3 has been prepared to illustrate the topography in the area of the groundwater wells.The <br /> purpose of each monitoring well is provided below: <br /> • MW-33: Upgradient compliance well <br /> • MW-34: Downgradient compliance well <br /> • MW-35: Downgradient compliance well ' <br /> Musco is proposing to use existing groundwater monitoring well MW-10R (Figure 2)at the Musco facility <br /> as the western side gradient monitoring well. ' <br /> Scope of Work <br /> Pre-Field Activities ' <br /> A project Health and Safety Plan (HASP)will be prepared in accordance with the activities described in ' <br /> this Work Plan.The HASP establishes the site-specific health and safety protocols for staff to implement <br /> this Work Plan. Underground Service Alert(USA)will be notified at least 48 hours in advance of <br /> Terraphase Engineering Inc. ' <br /> Page 2 of 6 <br /> 1 <br />