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3 Appendix B1•
Item.
Cost of: 6" branches.
Main sewers.
Booster pumps.
Totals:
Assumed
population:
Section 1. Section 2. Section 3. Section 4. Total
2,800,000 5,000,000 2,300,000 3,400,000 $13,500,000
530,000 1,400,000. 650,000 1,220,000 3,800,000
60,000 184,000 156,000 230,000 630,000
3,390,000 6,584,000 3,106,000 4,850,000
225,000 300,000 112,500 112,500
Cost per Head:
$15
$22
825
$39
nor for The high
This does not include for the main pumping the pipe line and sewage farm in the Shatin Valley. cost ($39 per head) for Section IV is due to the great length of main sewer; on the present assumption that it must lead to the Railway Tunnel. I consider that it may be practicable and considerably cheaper, to modify this Section and to have a sepa- rate disposal works behind Kai Tak. Sinoe the area is not now developed, there is time to consider this further. I consider that it is proper to estimate oosts per head of the System to the main pumping station, at $23 per head, average.
11.
up
Further notes will be submitted as soon as I can find the time to study the matter further.
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