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Work Plan to Install Compliance Groundwater Monitoring Wells,Musco <br /> Family Olive Company Tracy California <br /> mobilization to the field. A private utility locator will also be contracted to identify underground utilities <br /> at each monitoring well location. In addition,the applicable county permits required for the work will be <br /> obtained. <br /> ' Compliance Groundwater Monitoring Well Installation <br /> Well installation activities are anticipated to take place in late November 2013. Based on the installation <br /> ' procedures used for existing groundwater monitoring wells at the Musco facility, it is expected that the <br /> compliance groundwater monitoring wells will be installed using hollow stem auger(HSA)technology or <br /> mud rotary technology under the supervision of a California Professional Geologist.The HSA drill rig will <br /> ' have the ability to be retrofitted into a mud rotary drill rig if the subsurface conditions require the <br /> change in technology. <br /> The HSA method consists of a drill rig that rotates tubular steel augers (4.25-inch inner diameter,8-inch <br /> outer diameter) into the subsurface.The augers have a hollow axis with steel flights spirally welded on <br /> the outside.A hollow drill bit is attached to the first HSA that is advanced into the ground.The <br /> ' sediments encountered on the outer edges of the bit and lead auger are cut and conveyed to the <br /> ground surface via the outer flights of the auger. <br /> ' This drilling method allows soil sampling and completion of the monitoring well to be conducted inside <br /> the hollow augers while the augers allow the boring to remain open. Due to the anticipated depth of <br /> ' these wells,soil sampling will be completed every 5 feet using a split spoon sampler,as technically <br /> feasible.The soil samples will be used to describe the lithology and to identify water bearing zones.The <br /> soil sample will be examined and the lithology will be logged by a field geologist using the Unified Soil <br /> ' Classification System (USCS).The lithology will be recorded onto the soil boring/monitoring well <br /> construction logs (Attachment 1). The soil boring logs/monitoring well construction logs will be <br /> prepared under the direction of a California Professional Geologist. <br /> If the formation requires, mud-rotary drilling technology will be used to get to the target depth.The <br /> mud-rotary drilling method consists of a truck-mounted drill rig that rotates a bit (tri-cone or drag bit)at <br /> ' the end of hollow drill rods. Drilling mud (a thick mixture of water and bentonite) is pumped from a <br /> trough at the surface, down to the drill bit through the center of the drill rods,and back up to the <br /> surface between the drill rods and the inside of the borehole.The sediments cut by the rotating drill bit <br /> ' are carried up to the surface by the drilling mud,where they are screened and/or shoveled out.The <br /> "screened" drilling mud then runs back into the trough at the surface where it is recirculated back down <br /> the drill rods in a continuous system.The borehole opened by the drill bit is kept stable by hydrostatic <br /> pressure imposed by the heavy drilling mud,which is in constant circulation during drilling. <br /> ' Previous investigations indicate that first encountered groundwater may be present between 150 feet <br /> below ground surface (bgs)to 200 feet bgs,or might not be encountered at all.The target depth for the <br /> compliance groundwater wells is anticipated to be approximately 200 feet bgs.Wells will not be <br /> installed deeper than 200 feet bgs.The drill bit will be advanced to first encountered groundwater and <br /> the screen interval will span the entire length of the water bearing zone,or a maximum screen length of <br /> 20 feet.After the desired depth of the boreholes is reached,the augers will then be slowly removed <br /> ' from the borehole as the monitoring well casing, sand, bentonite,and/or grout are added from the <br /> Terraphase Engineering Inc. Page 3 of 6 <br />