Success Stories

HPCL Residential Colony, Chembur Mumbai

Site Condition- Before Implementation of Rainwater Harvesting System.

  1. Bore well – 13 Nos, 6 bore wells used to get dry in the month of April.
  2. Gardening is totally dependent on borewell water.
  3. Water tankers required from April onwards.
  4. Due to heavy usage of borewell water in the surrounding area, the ground water table had gone down

Site Condition- After Implementation of Rainwater Harvesting System.

  1. Recharging Capacity Of Bore Well Above 35000 Litres/Day
  2. 50 % Of Rooftop Rainwater Harvested By Diverting Front Side Rainwater Downtake Pipes To Existing Borewell In The Garden Area.
  3. Yield of Borewell Increased from 10,000 ltrs./per day To 20,000 ltrs/per day
  4. Quality of Ground Water Improved. Water level increased from 35 feet to 22 feet

Site Pics

Ambrosial Developers Easter Heights, 4th Road, Santacruz, Mumbai

Site Condition- Before Implementation of Rainwater Harvesting System.

  1. In 2007 Borewell drilled. Yield: 15000 Liters/ day.
  2. Brackish water found during drilling. Aquifer was of brackish water at bottom i.e. 50 feet below brackish water encountered.
  3. Daily water requirement of 5000 Litres for flushing and gardening purpose.
  4. Yearly water tankers required for flushing and gardening purpose: 182 Nos. Annual Cost of water Tankers: Rs. 91,000/-

Site Condition- After Implementation of Rainwater Harvesting System.

  1. Ground water table increased.
  2. After few years non potable water converted to use for flushing & gardening purpose.
  3. Implementation Cost: Rs. 3,50,000. In 4 to 5 years time frame implementation cost is recovered.
  4. Annual Maintenance cost: Rs. 6,000/-. Cleaning required once a year, before onset of monsoon season.

Site Pics

MAHINDRA & MAHINDRA -ZAHIRABAD

Site Condition- Before Implementation of Rainwater Harvesting System.

  1. Water Requirement of 400 cu.mt./day for production.
  2. Production Fulfillment from Tankers or borewell water.

Site Condition- After Implementation of Rainwater Harvesting System.

  1. Construction of Pond 500 cu. mt. Pond fulfilled the water requirement
  2. Proposed Construction of 45 recharging Pits( Approximate 80000 cu. mt. recharged annually)
  3. Surface Water Diverted to Pond after Filtration.
  4. Surface Runoff generated from Factory is collected into collection Pond. Before water is diverted into Pond, water is passed through Oil Trap, Sedimentation Chamber, Filtration Chamber & then by gravity diverted to Pond
  5. Borewell Water is Available throughout the year.

Site Pics

PRINCE OF WALES MUSEUM – KALAGODA, MUMBAI

Site Condition- Before Implementation of Rainwater Harvesting System.

  1. Daily Water Requirement Of 10,000 Ltrs. For Gardening Purpose.
  2. Gardening Totally Dependent On Borewell Water.
  3. Site Near To Coastal Line.

Site Condition- After Implementation of Rainwater Harvesting System.

  1. Recharging Capacity Of Bore Well Above 35000 Litres/Day.
  2. 50 % Of Rooftop Rainwater Harvested By Diverting Front Side RainwateR Downtake Pipes To Existing Borewell In The Garden Area.
  3. Yield of Borewell Increased from 10,000 ltrs./per day To 20,000 ltrs/per day
  4. Quality of Ground Water Improved.
  5. Water level increased from 35 feet to 22 feet
  6.  

Site Pics

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