Trity Enviro designs and installs rainwater harvesting and groundwater recharge systems compliant with CGWA norms, covering recharge pits, shafts, and borewell recharge for industries and housing societies.
A Rainwater Harvesting (RWH) system is a mandatory condition attached to nearly every groundwater NOC issued by the Central Ground Water Authority (CGWA), not an optional environmental gesture. CGWA has specifically directed group housing societies, hotels, institutes, industries, and farm houses in the notified areas of Delhi, Faridabad, Gurgaon, and Ghaziabad to install rainwater harvesting wherever the groundwater table sits below 8 metres from the surface, and it stays a standing condition of your NOC from CGWA for as long as that approval remains valid, subject to inspection. Trity Environ Solution designs and installs RWH systems for exactly this reason: a facility that treats its RWH structure as a one-time construction checkbox rather than an ongoing compliance asset is the facility most likely to run into trouble at its next NOC renewal or SPCB inspection.
State building bylaws add another layer on top of the CGWA requirement. Many state and municipal building codes, including Uttar Pradesh's, mandate rainwater harvesting for new construction above a certain plot size, independent of whether the site is in a CGWA-notified area, which means a project can trigger the requirement from two different directions at once.
A rainwater harvesting system isn't just a pit dug in the ground, it's a sequence of components, and skipping or undersizing any one of them undermines the whole system:
| Structure | Typical Dimensions | Best Suited For |
|---|---|---|
| Recharge Pit | 1.5m to 3m wide, 2m to 3m deep | Shallow aquifers, smaller plots, residential and small commercial sites |
| Recharge Trench | Varies by site, filled with filter media, boreholes at intervals | Larger paved or open areas with moderate runoff volume |
| Recharge Shaft | More than 2m diameter, depth generally up to 8m | Deeper aquifers common across parts of UP, where a pit alone won't reach the water-bearing strata |
| Recharge Well / Borewell Recharge | Existing or dedicated borewell, filtered inlet | Sites with an existing borewell, or where high recharge volume needs to reach depth quickly |
Choosing the wrong structure for a site's actual soil and aquifer depth is one of the more common reasons an RWH system exists on paper but doesn't meaningfully recharge groundwater, which matters both for genuine water table impact and because CGWA can request chemical analysis data and functional verification of the system as part of ongoing NOC compliance.
Correct sizing starts with the actual catchment area, not a generic assumption: roof area multiplied by expected rainfall and a runoff coefficient (accounting for surface type and losses) gives the volume the system needs to handle per rainfall event. Soil permeability and water table depth then determine which recharge structure, or combination of structures, can actually absorb that volume without overflow. A system sized to a generic plot-area formula rather than the site's real catchment and soil conditions tends to either overflow during heavy monsoon spells, defeating the purpose, or sit oversized and underused during a normal season.
Not every rainwater harvesting system is built to do the same job, and conflating the two leads to the wrong design being installed. A storage-focused system collects and filters rainwater into a tank for direct reuse, flushing, gardening, or floor washing, reducing dependence on freshwater or groundwater for non-potable use. A recharge-focused system is built to return water to the aquifer through a pit, trench, shaft, or well, which is what CGWA's NOC conditions are actually asking for. Many sites benefit from both, storage for immediate reuse and recharge for long-term aquifer replenishment, but a system installed purely for storage does not satisfy a CGWA recharge obligation, even though it looks like a complete rainwater harvesting setup from the outside.
An RWH system that isn't maintained silently stops working long before anyone notices. Filter media clogs with silt over successive monsoons, first-flush diverters need periodic clearing, and recharge pits or shafts can gradually lose percolation capacity without visible signs above ground. Since CGWA treats a functioning RWH system as a standing NOC condition, not a one-time construction item, a silently failed system puts your NOC compliance at risk even though nothing appears wrong from the surface. Periodic inspection and desilting is a small, predictable cost against the alternative of a compliance issue surfacing at NOC renewal.
Our work in groundwater NOC compliance and treatment plant design means we approach RWH system sizing as part of a site's complete water picture, not an isolated construction item, since your recharge obligation, your extraction volume, and your overall water balance are all connected. We handle site assessment, structure design and selection, installation, and ongoing maintenance, so the system that gets built is the one that actually keeps your NOC compliant year after year, not just at commissioning.
In CGWA-notified areas with a water table below 8 metres, including large parts of Delhi, Faridabad, Gurgaon, and Ghaziabad, it's a mandatory NOC condition. Many state building bylaws separately mandate it for new construction above a certain plot size, regardless of CGWA notification status.
A recharge pit is shallower (2 to 3 metres deep) and suited to shallow aquifers and smaller sites. A recharge shaft goes considerably deeper (up to 8 metres) and is used where the water-bearing strata sits deeper, which is common across parts of Uttar Pradesh.
It depends on your soil permeability, water table depth, and available catchment area, determined through a site assessment and soil percolation test rather than a generic plot-size formula.
An existing borewell can be converted into a recharge well with proper filtration on the inlet, but direct, unfiltered connection of rooftop runoff into a borewell is not recommended, since it risks contaminating the aquifer.
At minimum, before and after each monsoon season, checking first-flush diverters, filter media, and recharge structure percolation capacity. Systems serving larger catchment areas or older installations may need more frequent inspection.
Yes. Since RWH is a standing NOC condition, a non-functional or poorly maintained system is a compliance gap that can surface during renewal review or inspection, even if the original system was approved at installation.
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