CO129-115 - Sir MacDonnell - 1866 [9-10] — Page 178

CO129 Colonial Office Hong Kong Records 理藩院香港檔案 All AI Reviewed

this rate and the 10" main laid between Pottefulum and the will only discharge with a full head of Native 775, 500 Galln per diem.

105,000,000

the

or say

Forward to for Culvert cond Mil

40 Cubic feet a 7 a

43163

940 80

2/00

630

allowing

$1,200,000l. 4800 cft c 72

336

in trench & Bank

7008.

Gallons would be required to supply 700.00 Slope 30.000 Cfte 7- Gallons per diem for 5 months

150 days. From this der paving of lye may be deducted 108.000 Gallons running daily into the ul, 9000 Cft. & 7. -- Reservoirs during

dry Season mathing the quantity requie finds Malls of Bays to be impounded 88,800,000 Gallons Gallons for evaporations, mathing the total required capacity

Gallons. The Area of the Gathiring Ground from which the Iesum Chumam to sides of will be supplied is 550 Acces, the average Ruin fall during the the 81600 Cft wi last seven years, the Year 1860 excepted has been 81 inches and maturial in Woonk and

the Watershed would fill 700 Cubic Yet. 102 a pain fall of 10 inches the Insurvoir there is doubt but what it would always being on Stops.

100,000,000.

OLA

full at the close of the rains.

old

the

300 Cubieft. a 4°

to Supist & 50

I propose to Construct a 50 feet Embantement behind this puse By Channel Dam shown. on

accompanying Ilan, the intermediate suplift & 50° being used as a Guage Basin holding about 300.000

Gallone, Cutout 5'x3' The bed of the Suservoir will be formed at the Level of the bottom of the present Damn the

depth of Culling being about 15 feet . The Area of the Reservoir has been made as large as practic

average

3264

3.900

4000

4500

fuchsion a $10.

2800

Forward

$72.64180

the

177

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2026-05-19 11:38:11 · NVIDIA / meta/llama-4-maverick-17b-128e-instruct

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this rate and the 10" main laid between Pottefulum and the will only discharge with a full head of Native 775, 500 Galln per diem. 105,000,000 the or say Forward to for Culvert cond Mil 40 Cubic feet a 7 a 43163 940 80 2/00 630 Ch allowing $1,200,000l. 4800 cft c 72 336 so in trench & Bank 7008. Gallons would be required to supply 700.00 Slope 30.000 Cfte 7- Gallons per diem for 5 months 150 days. From this der paving of lye may be deducted 108.000 Gallons running daily into the ul, 9000 Cft. & 7. -- Reservoirs during dry Season mathing the quantity requie finds Malls of Bays to be impounded 88,800,000 Gallons Gallons for evaporations, mathing the total required capacity Gallons. The Area of the Gathiring Ground from which the Iesum Chumam to sides of will be supplied is 550 Acces, the average Ruin fall during the the 81600 Cft wi last seven years, the Year 1860 excepted has been 81 inches and maturial in Woonk and the Watershed would fill 700 Cubic Yet. 102 a pain fall of 10 inches the Insurvoir there is doubt but what it would always being on Stops. 100,000,000. OLA full at the close of the rains. old the -- 300 Cubieft. a 4° to Supist & 50 I propose to Construct a 50 feet Embantement behind this puse By Channel Dam shown. on accompanying Ilan, the intermediate suplift & 50° being used as a Guage Basin holding about 300.000 Gallone, Cutout 5'x3' The bed of the Suservoir will be formed at the Level of the bottom of the present Damn the depth of Culling being about 15 feet . The Area of the Reservoir has been made as large as practic average 3264 3.900 4000 4500 fuchsion a $10. 2800 Forward $72.64180 the 177

Baseline (Original)

this rate and the 10" main laid beteven Pottefulum and the will only discharge with a full head of Natie 775, 500 Galli per diem. 105,000,000 the or say Forward to for Culvert cond Mil 40 Cubic feet a 7 a 43163 940 80 2/00 630 Ch allowing $1,200,000l. 4800 cft c 72 336 so in trench & Bank 7008. Gallons would be required to supply 700.00 Slope 30.000 Cfte 7- Gallons per diem for 5 months 150 days. From this der paving of lye may be deducted 108.000 Gallons running daily into the ul, 9000 Cft. & 7. -- Reservoirs during dry Season mathing the quantity requie finds Malls of Bays to be impounded 88,800,000 Gallons Gallons for evaporations, mathing the total required capacity Gallons. The Area of the Gathiring Ground from which the Iesum Chumam to sides of will be supplied is 550 Acces, the average Ruin fall during the the 81600 Cft wi last seven years, the Year 1860 excepted has been 81 inches and maturial in Woonk and the Watershed would fill 700 Cubic Yet. 102 a pain fall of 10 inches the Insurvoir there is doubt but what it would always being on Stops. 100,000,000. OLA full at the close of the rains. old the -- 300 Cubieft. a 4° to Supist & 50 I propose to Construct a 50 feet Embantement behind this puse By Channel Dam shown. on accompanying Ilan, the intermediate suplift & 50° being used as a Guage Basin holding about 300.000 Gallone, Cutout 5'x3' The bed of the Suservoir will be formed at the Level of the bottom of the present Damn the depth of Culling being about 15 feet . The Area of the Reservoir has been made as large as practic average 3264 3.900 4000 4500 fuchsion a $10. 2800 Forward $72.64180 the 177

2026-05-19 11:38:11 · Baseline

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this rate and the 10" main laid beteven Pottefulum and the will only discharge with a full head of Natie 775, 500 Galli per diem.