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but the valley conveying the overflow from the byewash Reservoir is so unfavourable in its configuration for the diversion that practically no
saving could be effected in the road itself whilst an increase in the
length of the rising mains, which will be laid in the road, would be entail-
ed.
14. I propose to lay the rising main with cast iron pipes, 18 inches in
diameter, and to make provision in constructing the road for duplicating
the main at a future date. The question of the size of the pipes will how-
ever be submitted to Mr. Chadwick when the indent for them is Jent forward,
15. Bor the suction main, I propose also to use 18 inch pipes, which
will be available for duplicating the rising main when the large reservoir
has been constructed and the suction main from the upper dam is no longer
requirel.
13. The following is an estimate of the cost of the works which I now
propose should be undertaken, including the pumping plant already ordered:-
(1) Dam to impound 194 million gallons....
(2) Construction of Pumping Station, including
formation of site......
....
(3) New Road from junction with Stanley Road to near
Tytan Byewash Reservoir (length 1.40 miles)...
(4) Access roads to Pumping Station and Gauge Basin
and track for temporary suction main....
(5) Rising main 18" diameter, from Pumping Station to
Tytan Gauge Basin (length 3.03 miles)..
(6) Suction main 18" diameter to be subsequently used
for duplicating rising main (length 1.25 miles) (7) Pumping machinery already ordered, (two sets of
engines each capable of delivering million
gallons per day) including erection
$290,000.
50,000.
98,000.
20,000.
98,000.
60,000.
108,000,
724,000.
Contingencies say......................
Total.......
53,000.
$780,000.
17. The works required to complete the entire Tytan Tuk Scheme, for which
it is not possible to submit an estimate at present, will be as follows:-
(1).