Page 24 - KBHA BULLETIN 6
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                  was  being  constantly  eroded  by  the  wave  action  of  the  sea.  Thirdly,  the  herring-bone

                  pattern of the segments of the tower would make it impossible to transfer the structure to

                  the new base.


                  Bourne and Mair recommended that an interlocking granite stone ring, 4 ft. thick, be built
                  around the existing tower base up to a height of 13 ft.. They also proposed that the lime

                  concrete inside the tower be excavated and replaced with Portland cement concrete. This
                  scheme was referred to Parkes for his comment and, not surprisingly, he preferred his own

                  solution but did not object to the new proposal.


                  It was decided to go ahead with the new scheme and Mair was appointed to supervise the

                  work.  Unfortunately  Mair  died  soon  after  his  appointment  and  King,  in  spite  of  having

                  been previously dismissed, was appointed in his place.


                  Because of the working conditions on the site it was decided to completely build the stone
                  strengthening-ring  on  Seaforth  beach  in  such  a  way  that  it  could  be  dismantled  and

                  transported  by  lighter  to  the  rock.  Locally  quarried  and  dressed  granite  stone  blocks
                  weighing up to four tons each were used, with each block carefully marked for reassembly

                  on site. The heavier blocks were transported by a specially designed "punt" with watertight

                  compartments  as  buoyancy  tanks.  The  blocks  were  off-loaded  by  a  crane  built  on  the
                  existing tower and moved to their correct position by a "suspended railway" type system.

                  Work on site averaged half an hour per day, but in spite of this approximately thirty holes
                  five inches deep were drilled by hand using chisels and sledge hammers.


                  The work was eventually finished at the beginning of 1867 (Fig. 1.6), and the lighthouse

                  was accepted by Mr. Elton of the Public Works Department on 28 February of that year, in

                  spite of an incessant vibration reported by the men on the rock.


                  During all this period the light never stopped operating and was continually manned until

                  1919 when it was converted to an automatic gas system. This light eventually became too








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