iy. 7, p
(3) Maximum height above the 56*32 feet
lowest point of foundations
(4) Height above the lowest river bed 56*32 feet
at dam
(5) Height of top of the dam 11-0 feet
above the crest of the spillway or
weir
(6) Maximum width at levels of foun- 263-60 feet
dation
(7) Width at top 4«0 feet
(8) Slopes—
(a) Upstream (i) 1J to 1 and 3 to 1
(b) Downstream (ii) 1£ to 1 and 2 to 1
(9) Length at top of the dam 2,430 feet
(a) Non-o vrerflow—
(i) Main
(ii) Subsidiary
(6) Spillway or waste weir 300 feet (Natural Channel width
at hollows)*
(10) Cubic volume of the body of the
dam
B. OTHERS
(11) Material of which the dam is con- Soil and moowm locally availabli
structed
(12) Specific gravity
(d) Earthffll
(13) Nature of protection and water- Moorwn Casing. Pitching on inside
proofing of the upstream and down- slope of dam upto J. R. L.
stream faces
(14) Pro vision for dealing with seepage Cross drains and longitudinal drains
and drainage water
(15) Means of securing water tightness *
of the foundation of the dam
(21) Hydraulic gradient for which the
embankment is designed
(22) Particular of the bcrm (if any),
width and position
(23) Position and form of the core wall
(or other means of securing water
las