AnnualReport-1926 — Page 644

Administrative Reports 行政報告書 All AI Reviewed

P.W.E. New Kowloon

Size. Description. Length. Locality. Position. Remarks.

6" Sewer Kaulung toug In scavenging lane, West of block O. Not Completed 9" 7: 6" " From nullah in 40′ road, South of U. and T. 9" In scavenging lane between W. X. and Y. 9' 6" Sewers. 102 From opposite scavenging lane T. V. to A. (2nd section) alongside Railway, 6" Sewer. In street south of A. (2nd section). ! In scavenging lane between A. and B. (2nd section). 1926 Estimates, $50,000.00 Total Estimates, $120,000.00 1926 Expenditure, $42,386.41 Expenditure to 31.12.26, $ 81,309.26

(c.) Kaulungtong Development Area, stormwater drains.— The following are the most important stormwater drains laid during the year:---

Size. Description. Length. Locality. Position. Remarks. 15" & Stormwater drains. 310 Kanlungtong. In scavenging lane Completed 15" 127 24" 21" 135' In scavenging lane behind J. 18" 15" 3 In 40' road between J. and I. 12" & 9" 135' In 40' road east of A. B. and C. ५ 14 * 945' M.L. 27 I :

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2026-05-07 13:43:21 · NVIDIA / meta/llama-4-maverick-17b-128e-instruct
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P.W.E. New Kowloon Size. Description. Length. Locality. Position. Remarks. 6" Sewer Kaulung toug In scavenging lane, West of block O. Not Completed 9" 7: 6" " From nullah in 40′ road, South of U. and T. 9" In scavenging lane between W. X. and Y. 9' 6" Sewers. 102 From opposite scavenging lane T. V. to A. (2nd section) alongside Railway, 6" Sewer. In street south of A. (2nd section). ! In scavenging lane between A. and B. (2nd section). 1926 Estimates, $50,000.00 Total Estimates, $120,000.00 1926 Expenditure, $42,386.41 Expenditure to 31.12.26, $ 81,309.26 (c.) Kaulungtong Development Area, stormwater drains.— The following are the most important stormwater drains laid during the year:--- Size. Description. Length. Locality. Position. Remarks. 15" & Stormwater drains. 310 Kanlungtong. In scavenging lane Completed 15" 127 24" 21" 135' In scavenging lane behind J. 18" 15" 3 In 40' road between J. and I. 12" & 9" 135' In 40' road east of A. B. and C. 14 * 945' M.L. 27 I : >> >>
Baseline (Original)
P.W.E. New Kowloon Size. Description. Length. Locality. 6" Sewer 9" 6" 9" 9' 6" Sewers. 6" Sewer. ! 102 Position. Remarks. Kaulung toug In scavenging lane, Not West of block O. Completed ፡፡ 7: " From nullah in 40′ road, South of U. and T. In scavenging lane be tween W. X. and Y. From opposite scaveng- ing lane T. V. to A. (2nd section) alongside Railway, In street south of A. (2nd section). In scavenging lane be tween A. and B. (2nd section). 1926 Estimates, $50,000.00 Total Estimates, 1926 Expenditure, . $42,386.41 Expenditure to 31.12.26, $120,000.00 $ 81,309.26 (c.) Kaulungtong Development Area, stormwater drains.— The following are the most important stormwater drains laid during the year:--- Size. Description. Length. Locality. Position. 39 >> Remarks. 15" & Stormwater 310 Kanlungtong. In scavenging lane of Completed 127 drains. 15" ** 135' 3 24" 21" 18" 15" 12" & 9" 135' 14 * 945' A 27 : M.L. I In scavenging lane he- hind J. In 40' road between J. and I. In 40' road east of A. B. and C. " >>
2026-05-07 13:43:21 · Baseline
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P.W.E. New Kowloon

Size. Description. Length.

Locality.

6"

Sewer

9"

6"

9"

9' 6"

Sewers.

6"

Sewer.

!

102

Position.

Remarks.

Kaulung toug

In

scavenging

lane,

Not

West of block O.

Completed

፡፡

7:

"

From nullah in 40′ road,

South of U. and T.

In scavenging lane be tween W. X. and Y.

From opposite scaveng- ing lane T. V. to A. (2nd section) alongside Railway,

In street south of A. (2nd

section).

In scavenging lane be

tween A. and B. (2nd section).

1926 Estimates,

$50,000.00 Total Estimates,

1926 Expenditure, . $42,386.41 Expenditure to

31.12.26,

$120,000.00

$ 81,309.26

(c.) Kaulungtong Development Area, stormwater drains.— The following are the most important stormwater drains laid during the year:---

Size. Description. Length.

Locality.

Position.

39

>>

Remarks.

15" & Stormwater 310 Kanlungtong. In scavenging lane of Completed

127

drains.

15"

**

135'

3

24" 21"

18" 15"

12" & 9"

135'

14

*

945'

A

27

:

M.L.

I

In scavenging lane he-

hind J.

In 40' road between J.

and I.

In 40' road east of A.

B. and C.

"

>>

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