Water users and quality boundaries
Separate ingredients / product contact, equipment cleaning and other applicable uses. Define required quality at the user and the evidence / ownership for maintaining it.
Coordinate required water quality / flow, point-of-use conditions, CIP return and drainage with the actual production and cleaning schedule.

Start with the business outcome
A process-water or drainage problem can interrupt production even when daily water use appears modest. DPS can connect process demand, utility distribution, cleaning interfaces and facility work with qualified specialists. The useful scope starts with required conditions and actual discharge peaks, then costs verified resource reductions and the complete installed correction.
The responsible qualified teams define water quality, product contact, reuse suitability, drainage / hygiene and applicable site / discharge requirements. This guide does not prescribe a universal water-treatment train, floor slope or approval for product-contact reuse.

Separate ingredients / product contact, equipment cleaning and other applicable uses. Define required quality at the user and the evidence / ownership for maintaining it.
Map concurrent process / CIP requests, pressure / flow, heating and recharge. Distribution and point-of-use conditions may limit operation independently of total daily supply.
Record actual flow peaks, temperature, chemistry and solids where relevant. Drainage, treatment and facility interfaces should reflect the operating and cleaning sequence rather than average flow alone.
Measure the required water condition and delivery during the actual operating conflict.
Map complete CIP / manual-clean demand and return routes.
Compare suitable source, control or reuse options against qualified quality and site requirements.
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| System | Operating duty | Relevant DPS guide | Confirm before purchase |
|---|---|---|---|
| Utility supply and return | Meet the duty where the process actually uses it. | Utility infrastructure ↗ | Peak overlap, recovery, quality, point-of-use conditions and isolation. |
| Cleaning interfaces | Serve the installed equipment and product transition requirements. | DPS CIP systems ↗ | Complete circuits, supply / return, manual-clean tasks and quality release. |
| Water / drainage facility interfaces | Coordinate source, use, return and qualified site work. | Installation & integration ↗ | Quality boundaries, discharge characteristics, routing and acceptance. |
| Process engineering | Turn measured requirements into an interface and duty specification. | Process engineering ↗ | Actual product envelope, baseline data, qualified trials and responsibilities. |
Use the actual quality, demand and discharge basis rather than a generic water-treatment or drain specification.
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| Decision | What to compare | Acceptance evidence |
|---|---|---|
| Supply | Required quality, simultaneous flow, pressure and recovery | Accepted conditions at the defined users. |
| Return / discharge | Peak events, relevant chemistry / temperature / solids and site routes | Qualified facility / treatment and cleaning operation. |
| Cost reduction / reuse | Measured baseline, suitable change and added operation | Verified purchases avoided and separate quality acceptance. |
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| Observed condition | Measure before design | DPS / team decision | Economic basis |
|---|---|---|---|
| Pressure / flow shortages | Log user conditions and shared requests. | Correct the verified supply interface. | Required performance; additional sales remain separate. |
| Cleaning / discharge conflict | Measure real sequence and peak returns. | Coordinate supply, return and site work. | Useful operating time only when independently demonstrated. |
| High water / effluent cost | Meter matched baseline quantities. | Target suitable avoidable use. | Actual avoided water / discharge purchases. |
| Unclear facility scope | Survey retained drains, access and routes. | Define process / facility / treatment ownership. | Full correction cost including field conditions. |
Survey supply / return and facility interfaces under real peak demand. Separate the operating condition from a proposed pipe, tank or drain purchase.
Develop process / cleaning water lists, required quality, discharge peaks and facility routing while layout is still adjustable. Include treatment / site specialists and commissioning evidence.
Compare proposals with the same product duty, supplier boundaries and acceptance basis. The amount below is a transparent planning example, not a market price range, supplier estimate or DPS quotation.
| Cost bucket | Assumed amount |
|---|---|
| Application engineering and supplier duty review | $34,000 |
| Defined equipment / instrumentation components | $120,000 |
| Mechanical and electrical field installation | $62,000 |
| Controls and interface development | $36,000 |
| Commissioning / agreed acceptance support | $17,000 |
| Training, documentation and handover | $11,000 |
| Defined project scope | $280,000 |
| Separate site / facility additions | $70,000 |
| Capital contingency (15%) | $52,500 |
| Separate one-time startup / shutdown cost | $25,000 |
| Incremental working capital | $5,000 |
| Total initial cash | $432,500 |
The defined scope assumes applicable freight, procurement charges and taxes are included in the owner’s estimate. Add missing civil, land / shell, OEM, environmental, validation and permitting costs explicitly. Site and field conditions, duty, production access and quoted supplier scope determine actual price. Financing is excluded.
Hypothetical screening case: 250 days × 0 equivalent useful hour/day × 0 accepted kg/h × 0% realization, capped at 0 kg incremental demand, gives 0 additional sold kg/year. Net price $0/kg less incremental variable cost $0/kg gives $0/kg contribution. Verified baseline purchase savings are $0, realized payroll savings $5,700, energy $0, cleaning resources $45,000 and maintenance $8,000 per year. Deduct $12,000 additional annual fixed cost. The $45,000 cleaning-resource assumption comprises $40,000 water / effluent savings plus $5,000 independently avoided chemistry. No additional sales or product-contact reuse benefit is assumed.
Calculated from these assumptions: steady annual net benefit $46,700; year-one net cash $32,025; cash payback Beyond 5 years; five-year NPV at 10% is −$268,811. Change the assumptions below to test a different case.
Replace the illustrative inputs with your own measured or quoted values. The five-year pre-tax model uses good kilograms, demand-capped contribution and separately verified baseline savings; it is not a project quotation.
All defaults are illustrative. The default case is an operating-plant improvement, not a greenfield quote. For a new operation, set baseline savings to zero and enter every additional operating and capital cost.
Includes contingency, startup and working capital
Incremental operating cash before tax
Includes year-one ramp assumption
At 10% annual discount
Net annual benefit ÷ initial cash
Net cumulative gain ÷ initial cash
Modeled incremental sales: 0 kg/year at $0.00/kg contribution. The base case does not recover the required discounted return within five years. Year-one net cash: $32,025.
Realization needed for the target operating payback
Not feasible
Demand, time, contribution or other cash benefits cannot meet the 4-year target under these assumptions.
CSV export is local. No inputs are submitted.
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| Year | Net cash | Cumulative cash | Discounted cash |
|---|---|---|---|
| Initial | −$432,500 | −$432,500 | −$432,500 |
| Year 1 | $32,025 | −$400,475 | $29,114 |
| Year 2 | $46,700 | −$353,775 | $38,595 |
| Year 3 | $46,700 | −$307,075 | $35,086 |
| Year 4 | $46,700 | −$260,375 | $31,897 |
| Year 5 | $46,700 | −$213,675 | $28,997 |
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| Case | Annual benefit | NPV | Cash payback |
|---|---|---|---|
| Downside | $46,700 | −$349,311 | Beyond 5 years |
| Base | $46,700 | −$268,811 | Beyond 5 years |
| Upside | $46,700 | −$268,811 | Beyond 5 years |
Downside: installed and site costs +20%, realization ×0.75 and unit contribution reduced by 20% of its absolute value. Upside: realization ×1.15, capped at 100%, and unit contribution improved by 10% of its absolute value. The demand ceiling still applies.
Initial cash = (defined project scope + site additions) × (1 + contingency) + separate startup / shutdown cost + working capital. Contingency is conservatively treated as spent initially.
Sold incremental kg = min(days × recovered hours/day × constrained good kg/hour × realization, incremental demand). Contribution = sold incremental kg × (net price − incremental variable cost). New-volume labor, energy and packaging belong in that variable cost.
Baseline material benefit uses the verified percentage of actual purchases avoided at unchanged accepted baseline output. It is not a direct subtraction of two loss rates. Count a recovered kilogram once, either as its applicable cash saving or as incremental contribution.
Net annual benefit = contribution + independently realized baseline cash savings − added fixed operating cost. Year one scales gross benefits by the ramp factor while paying the full added fixed operating cost. Do not also count the same launch loss in the one-time startup amount.
Cash ROI = net annual benefit / initial cash. Five-year net ROI = (five-year cash inflows − initial cash) / initial cash. NPV = −initial cash + Σ cash flow(t)/(1 + discount rate)^t. Payback uses annual cash with linear interpolation within the recovery year. The threshold solver excludes terminal working-capital recovery.
This is a five-year screening horizon, not an asset’s entire life. No tax, debt, depreciation, grants, escalation, asset resale or additional replacement capital is modeled. Include recurring service costs in operating expense and use a detailed monthly budget for formal capital approval.
Defaults produce $40,000 gross annual water / effluent savings and $38,000 after $2,000 service. The main cleaning-resource input adds $5,000 separate chemistry; the $2,000 service is included within its $12,000 additional fixed cost. Do not deduct the fee twice.
Use representative products, measured constraints and a documented utility / cleaning envelope. Assign each supplier and owner interface.
Plan FAT / SAT, instruments, recipes, permissives, quality checks and upstream / downstream handshakes as appropriate to the scope.
After stabilization, compare matched products and operating conditions. Reconcile extra output with sales, and baseline savings with actual purchases, bills and payroll.

Published scope / project context
DPS publishes process engineering, configured equipment, controls and installation / integration services. The source links establish relevant scope. The amounts, time changes, resource reductions and returns here are original hypothetical inputs, not achieved DPS customer results.
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| Decision | Targeted intervention | Broader replacement / new operation |
|---|---|---|
| Constraint | A measured gap can be corrected within retained assets. | The verified operating envelope cannot meet product, demand or reliability needs. |
| Cost scope | Include engineering, interfaces, shutdown, commissioning and retained-asset risk. | Include all new systems, site / facility work, OEMs, utilities, ramp and working capital. |
| Benefit | Only incremental contribution and genuinely avoided costs versus the current operation. | Demand-supported contribution less the full additional operating cost versus the agreed alternative. |
| Acceptance | Verify the changed duty and its effect on the complete line. | Verify the integrated new train and the owner’s readiness to operate. |
Prepare the information below, export the assumptions you have modeled, and discuss the unknowns with DPS. An unmeasured input is a question to resolve, not a reason to invent precision.
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DPS frames hygienic design around product flow, cleanability, site findings and verification responsibilities. A component certificate or automated sequence does not independently validate the installed food process.
Guide assumptions reviewed on 26 October 2026. Qualified site / product teams establish regulatory and food-safety requirements; this guide does not prescribe a validated process.

Test wastewater capacity during food plant site selection by separating daily flow, discharge strength, process assumptions and receiving-system constraints.

Confirm utility availability before buying land: required conditions, provider evidence, connection scope, upgrade responsibilities and decision deadlines.

Define a food plant utility design basis using operating events, simultaneous peaks, supply conditions, future capacity and clear package interfaces.