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                      | BPCL HOUSING COMPLEX RAINWATER 
                          HARVESTING SYSTEM |  
 RAINWATER AVAILABLE FOR HARVESTINGTotal rooftop and surface area: 13,910 square metres (sq m)
 
 
 Average annual rainfall in Noida: 792.4 millimetres (mm)
 
 
 Total Volume of rainwater harvested: 4,446 cubic metres (m 
                    3 ) or 44,50,000 litres
 
 Therefore, 85 per cent of the total rooftop and surface runoff 
                    is being harvested.
 
 WATER SUPPLY SOURCE
 The water requirement is met by one bore well located near 
                    the Plant room and is supplemented by municipal supply. On 
                    an average 2,38,000 litres of water is consumed daily for 
                    potable and non-potable purposes.
 
 RAINWATER HARVESTING SYSTEM
 Rooftop rainwater harvesting: The rooftop rainwater from the 
                    C1, C2, C3, D1 and D2 blocks is collected in collection chambers 
                    and then through a network of interconnecting pipes, diverted 
                    into different recharge wells. The recharge wells are located 
                    near the parking shed of the C1 block, the lawn near the D1 
                    block and near the Plant room. The recharge wells are of the 
                    size of 3 m x 2 m x 2 m and provided with recharge bores of 
                    150 mm diameter and 16 m depth to facilitate the recharge. 
                    Layers of filtering material like boulders, pebbles and coarse 
                    sand ensures efficient filtration.
 
 Surface runoff harvesting: Surface runoff generated from the 
                    paved area and roads is harvested through two recharge trenches 
                    constructed along the road near the D1 block. These trenches 
                    are 3m x 0.6 m x 0.9 m in size and are provided with two recharge 
                    bores of 150 mm diameter and 16 m depth to facilitate the 
                    recharge.
 
 Similarly, part of rooftop rainwater of the C3 block is collected 
                    into the storm drain and is diverted to a nearby percolation 
                    pit. The pit is 0.6 m x 0.6 m x 0.6 m in size and is provided 
                    with a recharge bore of 150 mm diameter and 16 m depth. Coir 
                    wrapping on slotted pipe and filtering material like pebbles 
                    ensures better filtration of water.
 
 Similar percolation pits provided in the storm drains running 
                    along the eastern boundary wall, takes care of the surface 
                    runoff from the paved areas and roads as well as the overflow 
                    from the overhead tank which takes place throughout the year.
 
 The implementation was completed in May 2002 and the groundwater 
                    level, as in February 2004, was around 17 m below ground level 
                    (bgl).
 
 The total cost incurred: Rs 4.5 lakhs
 
 
  
 
 
                    For 
                    Details:
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                      | Water Quality 2004
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 |  Suresh Taneja
 Executive Admin –N
 Bharat Petroleum Corporation Limited (BPCL),
 A-5&6, Sec-1, Noida, (U.P.)
 Ph- 0120-2469500, 2469550 (f) 
                    Mob: 9958704331, 9417507906
 Email: sureshkt@bharatpetroleum.in
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