RECLAIM-25 / WWR-25 / CONCEPT REV A

Capture.
Treat.
Recover.

A proposed mobile washwater-recycling plant for fleet wash operations and compatible industrial cleanup streams.

Explore water balance →

Proposed process · Feed acceptance and reuse qualification required

25 GPM / FEED STUDYIllustrative processing rate, not a certified capacity

NONPOTABLE REUSEOnly for a qualified source / end-use combination

GROUND-DEPLOYED STORAGEEqualization, product hold and residuals handling

AmeriPro proposed modular fleet; wastewater recycling trailer shown at upper center — **Wastewater recycling joins the fleet.** Reclaim-25 is the upper-center trailer.

DEFINED FIRST APPLICATION

Match treatment to the water.

The initial basis is captured vehicle / equipment washwater after source review. Raw sewage, concentrated grease-trap waste and unknown chemical mixtures require separate process designs.

CAPTURE

Known washwater

Document detergents, equipment soils, oils, suspended solids and potential contaminants before selecting the treatment package.

QUALIFY

Fit for the intended use

Establish product criteria and a monitoring / sampling plan for the particular nonpotable wash stage. Clear appearance alone does not qualify water.

MANAGE

Residuals stay in the plan

Collect oily solids, flotation sludge, membrane waste and off-spec product for approved handling. No storm-drain discharge is assumed.

CANDIDATE PROCESS / NOT A P&ID

Build a treatment barrier train.

Select a stage to inspect its role and limits. Chemical conditioning, polishing and disinfection depend on feed testing and the intended end use.

Inspect a proposed stageStage

PROCESS BOUNDARY

UF is not a blanket dissolved-contaminant removal claim. Salts, surfactants, dissolved organics and other feed-specific constituents can limit reuse even when suspended solids are reduced.

This train is not an MBR: no biological reactor, sewage-treatment performance or nutrient-removal capability is included. Source-specific alternatives require a separate design basis.

INTERACTIVE / VOLUME BALANCE ONLY

Follow every gallon.

Recovery is an input assumption, not a treatment prediction. The planner checks a proposed operating period against tank limits; it does not approve water quality or disposal.

Process schedule Nominal feed while processing GPM Effective processing time % of scheduled elapsed time Scheduled elapsed operating period hours Net product recovery % of feed after internal waste flows Planned reuse demand during period gallons, drawn uniformly if release is assumed Product release scenario

External storage / collection Collection inflow to equalization GPM averaged over scheduled elapsed time Equalization tank working capacity gallons Initial equalization inventory gallons Product tank working capacity gallons; starts empty Liquid residuals working capacity gallons; starts empty, no haul-off during period

Three separate ground-deployed tank duties. Working capacity must account for freeboard. Removed solids and oils require additional characterized handling; their mass is not calculated here.

SCHEDULED SCENARIO / NOT ACTUAL PRODUCTION

Feed capacity across full schedule—

Potential product across full schedule—

Liquid residuals across full schedule—

First tank / feed-balance intervention—

Period before intervention or schedule end—

Calculation basis and model limits

Average feed = nominal GPM × availability / 100. Scheduled feed gallons = average feed × 60 × scheduled hours. Product = feed × net recovery fraction. Liquid residuals = feed − product. Internal recycle is excluded from the net feed / product boundary; chemical makeup, rainfall and evaporation are not modeled.

Equalization changes at collection inflow minus average feed. Product hold fills at average product rate with release inhibited. In the assumed-release scenario, uniform demand offsets product flow; if demand exceeds production, unmet demand is flagged rather than supplied from an empty tank. Residual storage receives the net liquid waste rate. Tanks are not emptied mid-period.

First intervention is the earliest positive or immediate equalization-full, equalization-empty, product-full or residual-full event. The displayed operating window is the smaller of this event time and scheduled hours. Treatment can require throttling or rescheduling after an intervention; full-schedule outputs must not be read as achieved production. The model uses averaged rates and does not capture batch backwash spikes, hourly inflow surges, solids mass or quality failures.

TRAILER / INITIAL PACKAGING STUDY

Process on board. Storage on the ground.

28 ft nominal body × 8 ft 6 in external width. Axle and hitch configuration, service clearances and road dimensions remain supplier selections.

TOW END / CONCEPT ZONING

8 ft / PRETREATMENT
Screen / oil / conditioning

12 ft / TREATMENT
Flotation / membrane package

8 ft / SERVICE
Polishing / controls / hose interface

GROUND TANKS, WASH CAPTURE AND RESIDUALS LOGISTICS ARE SEPARATE SITE EQUIPMENT

Proposed transport mass: 12,500 lb. Additional 250 gal process holdup adds 2,085 lb at 8.34 lb/gal, giving 14,585 lb on-site mass against a 16,000 lb design ceiling. At this weight, plan for Class A CDL drivers behind a typical 1-ton pickup.

DESIGN BASIS

Feed, process & controls

Source acceptance, equipment tags, product hold, mass / power budgets and validation steps.

Read concept design →

PRELIMINARY BOM

Budget the whole site

$247,000 base allowance plus 20% contingency: $296,400 illustrative capital, including initial tank and capture-kit allowances.

Read costs & exclusions →

POWER INTERFACE

External supply candidate

17.8 kW connected-load study, with voltage, phase, pump starting and power compatibility still unresolved.

Review HybridForce-60 →

Primary background: EPA WaterSense vehicle-wash guidance, EPA washwater management BMP and EPA fit-for-purpose reuse overview. These do not certify the proposed treatment train or authorize a particular reuse / discharge.

Capture.Treat.Recover.