proposed integrated complex for delhi judicial academy

Rapid Environmental Impact Assessment (REIA) Study for Proposed Integrated Complex for Delhi Judicial Academy,
National Law School, and National Institute for Mediation & Conciliation at Dwarka, New Delhi
Total Wastewater Quantity from the Residential Complex
= 101 + 31 = 132 m 3 /day
Total Average Wastewater flow from both Academic and Residential Complex is estimated
to be about
= 103 + 132 = 235 m 3 /day
Hence it is proposed to set up a Sewage Treatment Plant of capacity 250 m 3 /day.
• AC Make Up Water Requirement:
The make up water requirements for the air conditioning plant will be about = 42 m 3 /day
Figure 3.0 gives the water balance diagram of the proposed project during the operation phase.
3.4 Building Design Features on Seismic Load
Various measures taken to make the proposed building structure earthquake resistance include:
• Building designed as a RCC framed structure.
• The design of frame structures is based on stipulation of I.S. codes of earthquake design (I.S.
1893)
• Ductility provisions to improve earthquake resistivity, as per the Indian Standards
requirement also being incorporated.
As such the structure is designed for earthquake resistivity taking into account latest provisions
of Indian Standars codes for earthquake resistivity.
3.5 Resource and Construction Material Requirements
Construction of the project components will require the use of renewable and non-renewable
resources including wood, gravel, sand, steel, concrete, cement, bricks and paper products. The
materials, apart from paper products, will be used during the construction period only and will
not be required during the operation phase of the project. Paper products (e.g., paper, cardboard)
will be used during the operation for record keeping, general commercial use etc. However, their
use will be minimized. The estimated quantities of construction materials required are given in
Table 3.4.
During the construction activity, it is expected that no fill materials will be transported from
outside. The total quantity of earthwork involved is estimated to be about 91,000 m 3 .
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