Foundations to Valve Well.
Forward
78,641 30.
640
300
$ 200 cubic feet. 2 207.
Valve Well 5'x5'. 20 feet-deep @ $15.
in walls of Bye wash
Masonry in
4,800 cubic feet @ $2400 Concrete paving to bed of Reserve is where
required, 140,000 cubic feet
@ 27.4 9,500.
1,000
Sluice Valves syphon, outlet pipes, dovovokste 1,000 10 extra delivery stands @ $100 Coor of Pumping leading off water during foundation of Embankment etc.
22nd August, 1866.
Casualties
Total
Sherryor General
3,000
1,218
100,000
402
Specification for the Boreputum Reservoir
Above the site of the Embankment on a temporary dam is to be formed to stop the stream.
a bye channel cut through the spur the Dam and Channel to be kept in.
Speeve of the Hill marked It on the Plan.
during the progress of the works Required for the embankment, and to be executed as follows.
At all lower - such points as shall be required the bed of the stream to be cleared & of rocks, and a trench formed 2 feet-deep 10 feet-wide and long the not exceeding 75 far Into the trench rough stone to be closely packed all interstices filled up with chippings, and the whole flushed up with Grout; making a solid bed for the dam.
The Dam to be built-up in rubble done in layers, the larger stones put on the faces and the centre closely packed with the Smaller stones, each layer will packed with chippings, and flushed up with good grout.
The Dam to have a perpendicular face on the up side of the stream, Twelve feet high To be perpendicular for four feet above the foundations on the lower face, then carried up at a slope.
The tops of Dam four feet-wide
The up face and top to be rendered in cement; and made smooth.
Foundations to Valve Well.
Fonward
78,641 30.
640
300
$ 200 cubic feet. 2 207.
Valve Well 5'x5'. 20 feet-deep w$15.
in rralls of Bye wash
Masonry in
4. 800 cubic feet wety 2400 Concrete paving to bed of Freserve is where
required, 140, 000 cubic feet
a
27.4 9,500.
1, ovo
Sluice Valves syphon, outlet /sipes, dopovokste 1, tvo 10 extra delivery stands @ $100 Coor of Pumping leading off water during foundation of Embantimente te.
Đông trùng
22nd August. 1866.
Casualties
Jotal
Sherryor General
3,000
1,218
100, ovv
402
Specification for the BoReputum
Reservoir
Above the site of the Embankment on
temporary
a opor- to be joointed out a dam is to be formed to plops the gleam.
bye channel cut through the
and
а
spur the Dam and Channel to be Repot in. Speeve of the Hill marked It on the Jolan.
during
the
Repair
porogress of the works Required for the embankment, and to
be executed as follows.
At
bed
all lovor
- such points as shall be required the
the stream to be cleared &
of rosks, and a trench formed 2. feet-deep 10 feet-mide and long the not exceeding 75 far Into the trench rough stone to be closely packed all interstices filled up with chip. pings, and the whole flushed up with Grout; matting a golid bed for the dam.
The Dam to be built-up in pubble done. in layers, the larger stones put on the faces and the centre closely joactled with the Smaller stones, each layer mill packled with
chippings, and flushed up with good grout.
The Dam to have a perpendicular face on the up side of the stream, Irelve feet high To be perpendicular for four feet above the foun-
on the lower face, then carried
Flope. The tops of Dam four feet-side
dations
up
at a
The up face and top to be ren- dered in Ament; and made Oraler
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