Why Camas Semiconductor Fabs Need a Different Clarifier Logic in 2026
Camas, Washington sits inside the Portland–Vancouver PNW semiconductor corridor, anchored by wafer-fab and analog/RF-IC operations that discharge to the City of Camas Sewer Use Ordinance and ultimately the Columbia River watershed. The 2026 design problem is not a generic "TSS removal" exercise; it is a three-stream problem stacked in front of fluoride/ammonia polishing and RO reuse. The three sub-streams that drive clarifier selection are CMP slurry (silica, TiO₂, CeO₂ nanoparticles in the 30-200 nm range), HF/buffered-oxide-etch rinsewater, and photoresist/stripper wastewater carrying NMP and IPA. Generic vendor literature, including the SigmaDAF/Clearwater overview (S2), still frames DAF as a TSS/FOG box, which is insufficient for fab waste because nanoparticles resist gravity settling and HF alters floc chemistry. Most Camas fabs run a DAF-primary / lamella-polish hybrid, with single-unit selections reserved for narrow cases such as chiller blowdown or low-density rinsewater that never sees photoresist. The equipment discussion that follows connects directly to the broader 2026 hybrid ZLD and resource-recovery design for semiconductor fabs.
How DAF and Gravity Clarifiers Actually Differ in a Fab
Dissolved air flotation releases saturated recycle water at 60-90 psig through needle valves or nozzles, generating 30-50 µm bubbles (S2) that attach to conditioned floc and lift it to the surface in 3-5 minutes of residence time. A surface skimmer pulls off a 1-3% dry-solids float, while heavier grit settles into a bottom auger. The signature advantage is hydraulic independence: bubble attachment does not require the particle to be denser than water, so DAF handles oil, FOG, photoresist, and colloidal CMP slurry in a single tank with a footprint 60-80% smaller than a conventional clarifier of equal flow. A lamella (inclined-plate) clarifier is a gravity device; flocculated water passes upward through 55-60° plate packs at 20-40 m³/m²·h surface loading, and denser particles slide down the plates into a hopper while clarified effluent rises through the top outlet. Lamella units tolerate higher inlet TSS swings, recover gracefully from bubble upset, and demand less chemical conditioning because settling is more forgiving than float attachment. DAF outperforms a clarifier whenever a meaningful fraction of the suspended load is buoyant or near-neutral density, which is exactly the case for photoresist and CMP nanoparticles. Lamella clarifiers win on steady-state particulate streams with low oil content. For fabs running single-wafer etcher dumps and CMP tool changeovers, DAF's rapid recovery from hydraulic shock is decisive. The ZSQ series dissolved air flotation system is built around this hydraulic-resilience profile, and mobile DAFs (S4) can be commissioned within a single day, which is useful during fab maintenance windows when a permanent unit must be bypassed.
Matching the Unit Operation to Each Semiconductor Sub-Stream

The fastest way to kill an RFQ is to specify a clarifier for CMP slurry or a DAF for chiller blowdown. The table below maps each fab sub-stream to the unit operation that should handle it, with the engineering reason stated explicitly.
| Fab sub-stream | Dominant solids | Recommended primary | Reason |
|---|---|---|---|
| CMP slurry (silica, CeO₂, TiO₂) | 30-200 nm colloids, stable suspension | DAF with coagulant + flocculant | Micro-bubble attachment is the only practical path to >90% TSS removal before RO |
| HF / BHF etch rinsewater (post Ca-precipitation) | CaF₂, suspended metals | DAF primary, lamella polish | CaF₂ fraction is low-density; DAF float outperforms plate settling |
| Photoresist / stripper (NMP, IPA) | Buoyant resist globules | DAF, paired with an automatic polymer and coagulant dosing skid | Resist re-suspends in clarifier weirs; DAF float captures it |
| Tool-cooling and chiller blowdown | Iron and copper fines, no FOG | Lamella clarifier adequate | Low oil, mostly dense particulate; plate settling is sufficient |
| Scrubber liquor (acidic, low TSS) | Dissolved metals | Lamella after chemical precipitation | Stream is not floatable; gravity polish is enough |
| Combined stream, shock load >2% TSS | Mixed | Redundant DAF skids at the 66 GPM single-skid / two-skid modular break (S2) | Allows one train to be serviced without halting tool lines |
The downstream polisher in most 2026 PNW fabs is a HydropureWater high-efficiency lamella clarifier, sized to reduce residual TSS to the 5-10 mg/L range required by the UPW-grade RO polish train. Sub-stream segregation — keeping CMP, HF, and photoresist on separate headers until primary treatment — is now the dominant 2026 PNW practice, because it lets each DAF run on a narrow chemistry window rather than a single combined clarifier absorbing every upset.
DAF vs Clarifier: 2026 Selection Matrix for Camas Fabs
The matrix below serves as a reference for RFQ development and parameter benchmarking. The DAF columns reflect the SigmaDAF/Clearwater product line (S2); the lamella column reflects the HydropureWater high-efficiency lamella clarifier product data sheet; the mobile row is anchored to WesTech's mobile DAF clarifier (S4).
| Parameter | DAF (ZSQ / SigmaDAF) | Lamella clarifier (HydropureWater) | Source |
|---|---|---|---|
| Typical TSS removal | 85-95% on conditioned feed | 70-90% on conditioned feed | S2; HydropureWater product data |
| Surface / footprint loading | Compact; tied to hydraulic residence (~10-25 m³/m²·h equivalent) | 20-40 m³/m²·h on inclined plates | HydropureWater product data |
| Oil / FOG tolerance | High — bubbles attach to oil droplets | Low — oil re-suspends, fouls weirs | S2 |
| HF tolerance (post Ca-precipitation) | Good with 316SS or polypropylene wetted parts | Good with 316SS or polypropylene wetted parts | S2 |
| Photoresist handling | Strong — float captures buoyant resist | Poor — resist re-suspends | Engineering judgement, 2026 |
| Sludge dryness | 1-3% dry-solids float + bottom grit | 0.5-2% underflow; needs thickener | S2 |
| Chemical demand | Coagulant + flocculant required for >90% TSS | Coagulant + flocculant; up to 30% savings vs conventional clarifier | HydropureWater product data |
| Turn-down ratio | ~3:1; sensitive to recycle ratio | ~5:1; tolerant of flow swings | Engineering judgement, 2026 |
| CAPEX (relative) | Higher per m³/h, smaller tank | Lower per m³/h, larger floor area | Vendor-neutral observation |
| Mobile / rapid deployment | Yes — 47'-6" or 51'-7" trailer, single-day commissioning | No | S4 (WesTech) |
| Best fab sub-stream | CMP, photoresist, HF post-precipitation, oily tool drain | Chiller blowdown, scrubber liquor, RO pretreatment polish | — |
DAF wins on five of the eleven rows outright (TSS removal, FOG, photoresist, sludge dryness, mobile option); the lamella clarifier wins on footprint intensity, turn-down ratio, CAPEX per m³/h, and chemical demand. The pragmatic 2026 outcome for most Camas fabs is a DAF primary handling CMP, photoresist, and post-precipitation HF, followed by a lamella clarifier polishing the combined effluent to RO feed quality. A lamella-only system works for fabs without CMP or photoresist streams; a DAF-only system works for small pilot lines or temporary mobile deployments during a clarifier outage.
Camas-Specific Permits, Footprint, and Redundancy in 2026

The City of Camas Sewer Use Ordinance caps FOG, TSS, fluoride, and metals at the POTW tap; the engineer must demonstrate removal performance, not just unit selection. Discharge permits in the Columbia River watershed also impose hardness, temperature, and pH constraints that shape upstream chemistry. For footprint, a two-train DAF skid layout in the 4-300 m³/h ZSQ range lets one train run while the other is serviced, and the 66 GPM modular break point from S2 is the practical threshold between a single skid and a two-skid layout. Cold-weather and seismic considerations push outdoor DAFs into enclosed, heated galleries; lamella clarifiers tolerate outdoor installation more easily because the inclined plates are less sensitive to freezing than saturation recycle. Any clarifier or DAF handling HF-conditioned streams should be specified with 316SS or polypropylene wetted parts (S2 lists both as available materials), with polypropylene preferred for the high-F⁻ zones to avoid under-deposit corrosion. The full solids train should be sized as one system: a rotary mechanical bar screen upstream to protect the DAF from wipes and stray packaging, and a sludge plate-and-frame press downstream to bring float and underflow to 25-35% dry solids for off-site disposal. The redundancy rule is non-negotiable: a single DAF serving a 300 mm wafer line is a permit liability, because an unplanned shutdown halts tool production and forces a permit excursion.
A 2026 Procurement Checklist for the DAF-or-Clarifier Decision
- Run bench-scale jar testing on each segregated sub-stream; WesTech (S4) and SigmaDAF (S2) both offer this service, and serpentine flocculator mix tubes (S2) are the standard conditioning step.
- Quantify the float vs settle fraction on each sub-stream. A float fraction above 40% strongly favors DAF primary; below 10% makes a lamella-only stack defensible.
- Compare CAPEX per m³/h: DAF units carry higher unit cost but need a smaller tank; lamella clarifiers carry lower unit cost but require larger floor area and a higher building envelope.
- Lock chemical dosing into the design with an automatic polymer and coagulant dosing skid to capture up-to-30% coagulant savings documented on the lamella clarifier product spec.
- Specify 316SS or polypropylene wetted parts for any unit downstream of HF neutralization; 304SS is acceptable for non-HF polishers only.
- Require redundant trains so maintenance does not halt tool lines. The 66 GPM single-skid / two-skid break point (S2) is the practical threshold.
- Plan downstream RO polishing from day one, sized to the clarified effluent, not to raw wastewater; the industrial RO system ties the primary train into UPW-grade reuse.
Frequently Asked Questions
Which is better for CMP wastewater, DAF or clarifier?
DAF. Silica, TiO₂, and CeO₂ nanoparticles stay in stable colloidal suspension; 30-50 µm bubbles from a ZSQ series dissolved air flotation system attach to conditioned floc and lift it in minutes, which a settling clarifier cannot match on the same footprint.
Can a lamella clarifier handle photoresist particles?
Poorly. Photoresist is buoyant and re-suspends against clarifier
Frequently Asked Questions
Which is better for CMP wastewater in a semiconductor fab, DAF or a clarifier?
Dissolved Air Flotation (DAF) is generally superior for Chemical Mechanical Planarization (CMP) wastewater due to the low density and sub-micron size of silica slurry particles. DAF units effectively remove these particles by attaching micro-bubbles (typically 10 to 100 microns) to the solids, causing them to float for mechanical skimming, which is often more efficient than the sedimentation required by clarifiers for these specific light-weight slurries.
Can a lamella clarifier handle photoresist and resist particles?
Lamella clarifiers are generally ineffective for photoresist treatment on their own because resist particles often have a specific gravity near 1.0, leading to poor settling velocities. While high-molecular-weight flocculants can be used to increase particle size, DAF is usually required to achieve the necessary removal efficiency for organic resist residues, especially if the wastewater contains surfactants that stabilize the particles in suspension.
How do you treat HF-bearing etch wastewater before DAF or clarifier?
Hydrofluoric acid (HF) bearing wastewater must undergo chemical precipitation prior to any solids separation. This involves dosing with calcium hydroxide (lime) or calcium chloride to convert soluble fluoride ions into insoluble calcium fluoride (CaF2) precipitates, maintaining a pH between 8.5 and 9.5 to ensure optimal precipitation kinetics before the stream enters a DAF or clarifier.
What is the typical footprint difference between a DAF and a lamella clarifier?
A lamella clarifier typically offers a significantly smaller footprint than a standard circular clarifier due to its inclined plate design, which increases the effective settling area. However, compared to a DAF unit, the footprint is often similar; the primary difference is that DAF units provide higher hydraulic loading rates, typically 5 to 10 meters per hour, compared to the 1 to 3 meters per hour often seen in conventional sedimentation, allowing for more compact overall system designs in constrained fab spaces.
Do Camas semiconductor factories usually run DAF, clarifier, or both?
Most semiconductor facilities in the Camas region utilize a multi-stage treatment approach, often employing both technologies in series. A lamella clarifier is frequently used as a primary stage for bulk solids removal and heavy metal precipitation, while a DAF unit acts as a secondary polishing step to remove residual colloidal silica, oils, and light organic particles before the effluent is discharged to the municipal sewer system in compliance with local industrial pretreatment standards.