Find where an apartment building loses water
Shared buildings need water records, leak repairs and clear maintenance responsibilities before large harvesting projects. Learn how to compare supply and demand, assess a recharge proposal, protect groundwater quality and review whether the society’s investment is working.

In this article
- Start with a water balance the committee can explain
- Repair leaks and overflows before adding supply
- Agree fair demand-management measures
- Distinguish storage, reuse and recharge
- Require a site assessment before approving recharge
- Protect the catchment and maintain pretreatment
- Compare contracts and long-term responsibilities
- Review performance without inventing causation
- Sources & further reading
Start with a water balance the committee can explain
Collect the available municipal-meter readings, tanker invoices, borewell records and tank-level observations for several weeks. Mark missing data instead of treating estimates as measurements. Identify which supplies enter the same storage tank and whether garden or commercial use is mixed with residential demand. A building cannot judge an expensive recharge proposal from one unusually dry week. Record the number of occupied flats and major changes in occupancy alongside supply volumes.
Separate water received from water billed. A tanker invoice records a claimed delivery, while overflow, measurement uncertainty and leakage affect what is available to residents. Use consistent units, preferably litres or cubic metres, and record the timing of readings. One cubic metre equals one thousand litres. A monthly dashboard can show known inflow, estimated consumption, unusual losses and the confidence in each figure without pretending the accounting is more exact than it is.
Section references: [1]
Repair leaks and overflows before adding supply
Inspect visible common-area leaks, overflowing overhead tanks, faulty float controls and unnecessary irrigation. Ask residents to report leaking cisterns and taps without turning the exercise into blame. Water running into a drain at night may represent a failed control, not high household demand. Arrange qualified inspection of concealed pipework, pumps and electrical controls. Give each confirmed fault an owner, repair deadline and follow-up reading rather than closing the complaint after a verbal assurance.
Use simple arithmetic to prioritise. An illustrative continuous loss of one litre a minute totals 1,440 litres in a day. That is a calculation, not an estimate of the society’s actual leak. Measure a leak only where safe and practical, and investigate the cause before assigning a saving. Repairing a low-cost overflow control may have a clearer immediate benefit than constructing a new system whose water balance and maintenance plan are still unknown.
Agree fair demand-management measures
Review cleaning, garden watering and vehicle-washing routines with the people doing the work. Suitable equipment and a clear schedule are more useful than repeatedly issuing general conservation notices. Consider shorter hose use, measured buckets and planting appropriate to the local climate. Any restrictions should protect essential hygiene and account for residents who need assistance. Explain how the committee will review complaints and exceptional needs before introducing punitive rules.
Where individual metering is proposed, assess pipe layout, ownership rules, accuracy, installation costs and the recurring reading process. A meter provides information; it does not repair a leak automatically. Shared pipes can make apparently simple flat-level billing unfair. Obtain a technically sound design and agree how common usage will be apportioned. Publish the method in ordinary language so tenants as well as owners understand the charges and reporting route.
Section references: [1]
Distinguish storage, reuse and recharge
Rainwater storage holds collected runoff for a later suitable use. Recharge allows appropriately managed water to infiltrate towards groundwater through a designed structure. Treated wastewater reuse is a separate system with its own quality and operating requirements. These options may complement each other, but one contractor’s diagram should not blur their purposes. A tank can reduce some demand even where ground conditions make a recharge pit unsuitable.
Recharge does not guarantee that water will return quickly to the society’s borewell or make its supply potable. Aquifers and groundwater movement extend beyond a building boundary. Likewise, a deep bore is not a convenient disposal route for dirty runoff. Ask what outcome the proposal is designed to achieve: reduced tanker demand, stormwater management, a suitable non-potable supply or groundwater augmentation. Match the measurement plan to that outcome.
Require a site assessment before approving recharge
A competent assessment considers rainfall, catchment area, ground levels, soil permeability, groundwater conditions, nearby structures and potential contamination. Identify septic systems, sewage lines and contaminated surfaces that could compromise the proposed inlet or recharge location. Ask what local permissions or groundwater conditions apply. A standard pit dimension copied from another city is not evidence that it suits this plot, especially in dense developments with basements and limited open land.
Request drawings showing runoff routes, pretreatment, safe overflow, access for cleaning and separation from building foundations. The design should explain what happens in an intense storm and how the inlet can be isolated after contamination. Keep excavations and entry into tanks or chambers within qualified contractors’ procedures. Residents should not climb into a confined space to inspect workmanship. The committee’s role is to obtain evidence and accountable inspection, not improvise construction.
Protect the catchment and maintain pretreatment
Map roof drains separately from parking runoff, sewage and wash-water outlets. Rooftop collection still carries dust, leaves and bird droppings. Suitable first-flush diversion, screens, desilting and filtration reduce material entering the system, but they do not prove drinking-water quality. A recharge structure can clog when silt reaches it, and contamination can become harder to manage once carried underground. Protecting the inlet is therefore part of the design, not optional housekeeping.
Assign pre-monsoon cleaning and inspections after significant storms or roof work. Keep chemicals, construction debris and cleaning runoff out of collection paths. If a contamination event occurs, isolate the affected route and obtain specialist advice rather than simply adding disinfectant. Any water proposed for household consumption needs appropriate testing and treatment under local public-health guidance. Never connect an untreated rainwater line into the potable distribution system to save on separate plumbing.
Compare contracts and long-term responsibilities
Ask each bidder to work from the same brief, measured catchment and intended outcome. Itemise civil work, filtration, plumbing, inspection access, restoration of disturbed surfaces and commissioning. Clarify exclusions such as permissions, dewatering or waterproofing. Require the design assumptions and maintenance instructions in writing. A low quotation that omits safe overflow or cleaning access can become a costly operational burden even if the initial structure looks substantial.
Name the person responsible for routine checks, the committee member who receives reports and the contractor responsible for faults. Include a realistic budget for cleaning, consumables and periodic assessment. Keep photographs, as-built drawings, invoices and test results in a shared society record. The gardener or security staff should receive understandable instructions for the tasks actually assigned to them, plus a clear route to stop the system and report a problem.
Section references: [1]
Review performance without inventing causation
Compare measured supply and tanker purchases over similar seasons, adjusting for occupancy and changes in municipal supply. A lower tanker bill after an unusually wet month does not prove the entire difference came from recharge. Log rainfall where a dependable local record is available, maintenance dates, overflows and faults. If expected performance is absent, inspect blockages, controls and measurement gaps before approving another construction phase.
Share a short quarterly report with both achievements and uncertainties. Useful outcomes include fewer overflow events, repaired leaks and a functioning maintenance routine, even when groundwater effects take longer to assess. Decide what evidence would justify expansion and what failure would trigger redesign. A successful apartment water programme survives committee changes because its records, responsibilities and budget are clear, rather than depending on one enthusiastic resident to remember how everything works.
Readers’ questions
Can every society install a recharge bore?
No. Suitability depends on geology, groundwater conditions, contamination risks, building constraints and local requirements. A deeper structure is not automatically more effective or safer. Obtain a site-specific assessment and the necessary permissions before choosing a method. Where recharge is unsuitable, improving leak control, demand management or appropriately designed rainwater storage may still be useful and easier to verify.
Should we stop tanker purchases immediately after construction?
Base supply decisions on actual available water and essential demand. A new recharge system does not create an immediately measurable reserve that can safely replace the next delivery. Keep contingency arrangements while collecting performance data and checking quality. Adjust purchases gradually when measured storage and reliable supply justify it, with clear authority for responding to shortages and a plan for vulnerable residents.
How should we judge a contractor’s saving claim?
Ask for the baseline, rainfall assumptions, catchment measurement, expected losses and the method for verifying results. Separate a modelled collection potential from water actually stored or demand displaced. Require maintenance and operating costs alongside capital cost. Treat a guaranteed tanker reduction without site data cautiously, and compare bids on a common scope rather than the largest quoted percentage.
Sources & further reading
- Guidance on Rainwater Harvesting and Groundwater Recharge — Central Ground Water Board ↗
- Rainwater Harvesting: Components and Recharge Methods — Madhya Pradesh Pollution Control Board ↗
- Collecting Rainwater and Your Health: An Overview — CDC ↗
Sources were checked for this edition. Scheme rules, product conditions and local requirements can change; consult the responsible provider for a decision.

