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