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GENERAL INFORMATION
Mineral Occurances
Limestone
Two bands of limestone one about 13 metre thick and the other about 25 metre thick,
both extending over 500 metre have been located at Tundapathar. It is very high
grade limestone with an average of 93 percent Calcium Carbonate and low in Magnesium
Oxide.The estimated reserve is about 6 lakh tonnes. A band of thinly bedded
Sabathu limestone, about 5 metre thick, occurs at Barun in Naraingarh tehsil. A
band of limestone, about 20 metre thick and about 1.2 kilometre long occurs at
Kharag. The total reserve in the area is estimated at 50 lakh tonnes of good quality
limestone.The largest deposit of this area occurs at Ramsar and Sherla (Naraingarh
tehsil). The limestone is well bedded about 30 metre thick and extends for about
2.4 kilometres. The reserve is estimated at about 120 lakh tonnes. The limestone
belt extends to Malla (Kalka tehsil), Jonpur, Dabsu, Ambri and Jabial in Naraingarh
tehsil.
Saltpetre
A small quantity of salpetre is extracted from the soils around Ambala and Barara.The
ground water in the district occurs under confined and semi-confined conditions.
The depth of water level varies greatly in the area immediately to the south
of the Shivalik hills. It ranges between 2 and 47 metre, maximum being towards
the hills. The water level in the area further south ranges between 1.5 and
1.2 metre, but generally it varies between 4 and 8 metre. The shallow tubewells
are usually constructed down to a depth of 10 to 45 metre. However at some places
as in Nagia-Mullana belt, have been drilled to a depth of 90 metre. Shallow tubewells
usually tap ground water from single aquifer. The deep tubewells generally range
in depth between 91 and 185 metre but at few places tubewells down to 445 metre
have also been constructed. Ground-water is generally fresh and suitable for domestic
and irrigation purposes.
Seismicity
Seismically Ambala district lies in a region where earthquakes
of moderate to great intensity have been experienced in the past. Being situated
very close to the Himalayan Boundary Fault Zone, it is prone to earthquake shocks
originating there. History of the past two hundered years for which records are
available shows that during the Kangra earthquake of 1905, Ambala district
experienced an intensity of VII-VIII M.M.(Modified Mercalli Intensity Scale of 1951).
A committee of experts under the auspices of Indain Standard institution prepared
seismic zoning map of India, where Ambala district has been placed in zone IV Where
a maximum seismic intensity VIII M.M. is likely to reach in future earthquakes.Taking
into consideration the above factors and also the fact that the extreme cases of
high intensity occur only at long intervals, it is felt that a provision of seismic
ground acceleration of 10 percent gravity (.10 g) may be made for engineering structures
founded on well consolidated soil. For weaker foundations and important structures,
the seismic factor may be suitably increased.
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