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CA ARNG Field Quality Assurance Project Plan <br />8.2 Conductor Casing <br />8.2.1 Several drilling methods that can be used at CA ARNG facilities and are described in Section 4.0 <br />of this field QAPP. With the exception of HSA, all of these methods involve installing a drill string of <br />temporary threaded conductor casing or drill rods that effectively seal off successive lithologic intervals <br />and water bearing zones as drilling proceeds. However, the configuration of the HSA flights on the <br />outside of the hollow drill stem results in a boring diameter several inches larger than the hollow drill <br />stem and can create a pathway for the vertical migration of perched water. <br />8.2.2 When using the HSA drilling method in an area with perched water, a temporary flush threaded <br />PVC conductor casing is used to effectively seal off a perched water zone and allow drilling to proceed <br />to greater depths. If perched water is contaminated and allowed to migrate vertically, deeper vadose zone <br />soil and groundwater may be impacted. Uncontaminated perched water may leach contaminants present <br />at greater depths within the vadose zone and provide a transport mechanism for contaminants to ground- <br />water. The -installation of a temporary conductor casing has proven effective for reducing this risk and <br />allows drilling activities to continue. <br />8.2.3 Once the total depth of the perched water has been identified, the augers should be withdrawn <br />approximately 2 feet, and a minimum 2 -foot thick seal of sodium bentonite pellets/chips emplaced at the <br />total depth of the boring. This creates an effective seal prior to removing the augers and during reaming <br />of the boring to a larger diameter. <br />8.2.4 The borehole should then be reamed using minimum a 10 -5/8 -inch OD auger (to allow <br />emplacement of a minimum 8 -inch OD conductor casing) to the bottom of the bentonite plug, and the <br />conductor casing set. The conductor casing should be installed using centralizers to maintain equal <br />spacing from the walls of the reamed borehole. An outer seal is then placed in the annulus of the <br />-conductor casing using tremie pipe; consisting of either sodium bentonite pellets/chips or neat cement. <br />When the conductor casing is set, and the bentonite pellets/chips have hydrated or neat cement has <br />hardened, continue drilling through the interior of the conductor casing to total depth. <br />8.3 Grout Composition <br />Common neat cement type #2 is made from limestone (or other materials high in calcium carbonate), <br />clay, or shale, with some iron and aluminum oxides added if they are not present in sufficient quantity in <br />the clay or shale. The dry materials are ground, mixed, and fed into a kiln at temperatures of 2,600 <br />degrees Fahrenheit (°F) to 2,800°F. The principal compounds formed during this burning process are <br />tricalcium aluminate, tetracalcium aluminoferrite, tricalcium silicate, and dicalcium silicate. <br />8.4 Grout Placement <br />8.4.1 The consistency of the grout should be sufficient to flow through the screen and into the filter <br />pack. Additives may be used to prevent excessive loss of grout into the formation. The grout will be <br />tremied from the bottom of each well by continuously withdrawing the tremie pipe as the grout is placed. <br />The bottom of the tremie pipe will remain below the calculated grout level to prevent bridging of the <br />grout. Displaced groundwater will be collected as it discharges above the top of the connector casing and <br />pumped into a large -capacity storage tank. <br />8.4.2 Grouting will take place in several lifts. The initial lifts of grout will be allowed to set up before <br />continuing perforation and pressure grouting of the shallower well sections. For this first stage of sealing, <br />field QAPP.DOC 8-2 May 2000 <br />