Page 57 - Bulletin 18 2014
P. 57

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               cost  estimates.  He  failed  Westhofen’s  on  all  three  criteria  and  Methven’s  on  two:

               Westhofen’s·was unnecessarily large and therefore costly in a context of unproven growth of
               the industry, and also stood in water deeper than was ever likely to be required by fishing

               craft, whereas Methven’s smaller scheme could accommodate 230 craft immediately and by
               virtue of its straight breakwater was capable of incremental extension, and was therefore the

               more  desirable  scheme;  he  regarded  both  schemes  as  unsuitable  believing  that  neither  the
               rubble breakwater (Westhofen) nor the mass concrete one (Methven) would survive in the

               highly exposed environment and he recommended that 30 ton concrete blocks be used on the

               outer  face  and  10  tonners  on  the  inner  faces,  with  rubble  infill  between;  however,  he
               recommended that the northern breakwater, being less exposed, should be inexpensive and

               formed of rubble. Because of these changes neither scheme’s estimate of costs was sufficient

               and  he  increased  Methven’s  from  £42,750  to  £86,200  and  Westhofen’s  from  £76,000  to
               £155,000,  basing  these  estimates  on  the  prices  for  similar  work  being  undertaken  in  the

               construction of Simon’s Town dockyard.




               The gantries





               These were large sums of money for a Colony emerging from war and entering a post-war

               Depression.  So  the  harbour  plans  had  to  be  shelved  and  an  interim  solution  sought.  The
               fishermen  believed  some  sort  of  hoisting  system  was  required  that  would  lift  their  boats

               above the water. In 1905 the KB-MM and the CGR, with the assistance of Mr. Runciman,
               MLA, reached agreement to construct on a £ for £ basis a system of gantries made from 46

               lb. railway lines footed in concrete blocks sunk into the beach sand. This system, using ropes

               and  pulleys,  worked  well  for  some  years  but  by  1910  the  gantry  footings  had  become
               unstable causing the whole structure to become rickety. By this time the fleet had grown to

               about 40 craft, the third largest on the Cape coast after Rogge Bay and Algoa Bay (Algoa Bay
               had one boat more than Kalk Bay), and as there was gantry space for only 20 boats this left

               some 50% of the fleet exposed to the seas. (Figs. 2.9 & 2.10.) Something had to be done and
               a breakwater was now the only option.
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