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1 have suggested and are a set off against items such as (1) retention of suction main and (2) dredging tide washed area of
Meservoir site. The estimated cost of construction, though very heavy compares favourably with the cost of large Dams in England. It being £250 per million against an average of $300.
But, of course, the cost of Fumping must
be capitalized to bring the value of the Reservoir on a par
*ith the others referred to which form part of a gravitational System. This would probably bring the figure up to $450.
(S4.) P. N. H. Jones,
Director of Fublic Works.
.0013-
10th. March, 1905.
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