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Pressure Cats Method. In the pressure cap method, <br /> the grouting is done with the hole drilled about 2 feet <br /> (0.6 metre) below the bottom of the. conductor casing and the <br /> remainder of the well drilled after the grout is in place and 41 <br /> set. The grout is placed through a grout pipe set inside the <br /> conductor casing. CCe <br /> LO <br /> 1. The casing is suspended about 2 feet w 2 <br /> (0.6 metre) above the bottom of the drilled hole and filled L <br /> with water. <br /> 2. A pressure cap is placed over the conductor �4 ` <br /> casing and grout pipe extended through thecap and casing to � <br /> the bottom of the hole. <br /> 3. The grout is forced through the pipe, up F <br /> into the annular space around the outside of the conductor s <br /> LO <br /> casing, to the ground surface. <br /> 4. When the grout has set, the pressure cap <br /> and the plug formed during grouting are removed and drilling � w LL <br /> of the rest of the well is continued. o q+: 0 <br /> Because there is the possibility that coarse aggre- ti, Z <br /> gate will "jam" the grout pipe, concrete cannot be used as a ,, <br /> sealant when this method is used. # �+Z- <br /> Continuous Injection. This method, called the <br /> Normal Displacement Method in the oil industry (which developed W zcc <br /> it), involves pumping grout through a tube or pipe centered in '� 'y~ <br /> the casing via a "float shoe" fitted at the bottom of the # 3 <br /> ;�. <br /> casing. The grout is forced up into the annular space to the ; � � <br /> ground surface as is the case with the pressure cap method �I •, a <br /> (above). The tube is detached and flushed. The float shoe, <br /> which has a back pressure valve, is drilled out. Because x <br /> there is the possibility that coarse aggregate will "jam" the w i � <br /> grout pipe, concrete cannot be used with this method. a a n �? <br /> cc <br /> Sealing-off Strata ' ` � - cc r <br /> When the hole for a well is drilled, a strata may be <br /> found that produces water of undesirable quality. To prevent a x# ¢ a <br /> the movement of this water into other strata and to maintain LL <br /> the quality of the water to be produced by the well, such aCLL <br /> strata must be sealed-off. Also, where a highly porous non- <br /> water producing strata is encountered, it too must be sealed- <br /> off to prevent the loss of water or hydraulic pressure from <br /> the well. �. . <br /> The follow' methods can be used se in al' -off <br /> � sealing <br /> -off <br /> or zones (see Figure 11). In addition, several of the <br /> methods described for sealing the upper annular space can <br /> also be used. <br /> Pressure-Grouting Method. This method can be CL <br /> employed where a substantial annular space exists between the <br /> well casing and the wall of the drilled hole. <br />