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previously. A special jetting tool or bit is made up on a drill pipe stinger that is

               spaced out inside the 30-in. diameter conductor to position the jetting tool about 10

               to 18 in. from the bottom of the 30-in. diameter open-ended shoe joint. A stabilizer

               is positioned above the jet sub to centralize it inside the 30- in. casing. The plugs in

               the running tool are removed, allowing the jetted returns to rise inside the casing

               and spill out of these ports onto the ocean floor. Sea water is used as the jetting

               fluid.

                      The 30-in. casing string with permanent guide structure and guidelines are

               run until the shoe joint reaches the mud line. As the formation is washed by the

               action of the jetting nozzle, the casing is lowered slowly into the resulting cavity.

               This procedure is continued until the PGS is a few feet above the mud line. With

               the assembly in its final position, the drill string is rotated to the right to release the


               housing running tool. The jetting assembly, with the housing running tool, is then
               retrieved. Formation friction on the 30-in. casing is sufficient to anchor and hold


               the casing in place. The 30-in. casing is considered installed at this point. Recently,
               30-in. casing strings have been drilled or jetted into position using dynadrills or


               turbodrills  (downhole  drill  motors)  within  the  casing  string  instead  of  the  more
               conventional jetting tool described above.


                      The  30-in.  casing,  usually  set  to  a  depth  of  80  to  300  ft,  provides  only

               structural support and will not withstand pressure. The depth of the 30-in. casing is

               determined by the ability of the soil to support the wellhead and other equipment;

               vertical  loading  and  overturning  moment  are  the  criteria.  If  riser  is  used  when

               drilling hole for the 20-in. surface casing, the ability of the formation to withstand

               the  hydrostatic pressure of  the  mud column  in  the riser  must also be taken  into

               account.

                      For the 20-in. (or surface) casing, a pilot hole is drilled and then opened to

               26 in. This casing normally is set to about 1,000 ft below the mud line. In the past,

               holes for the surface casing were drilled with mud and cutting returns to the sea

               bed.  However,  shallow  gas  sands  have  caused  blowouts,  so  risers  with  diverter
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