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NSF/ANSI 245 · Nitrogen reduction

Nitrogen Reduction Systems

The Hydro-Action AN Series pairs a pretreatment tank with an aerobic treatment tank to strip total nitrogen before discharge. Five sizes from 400 to 1,100 gallons per day, for sites where a standard secondary system will not satisfy the permit.

400–1,100GPD rated flow
2Tanks per system
627–1,520lb shipped, dry
245NSF/ANSI standard
Hydro-Action AN Series sectioned view showing the pretreatment tank, aerobic compartment and clarifier cone
Why nitrogen matters

When secondary treatment isn’t enough

A standard aerobic unit certified to NSF/ANSI 40 reduces solids and organic load. It does not target nitrogen. Where groundwater feeds springs, estuaries or shellfish waters, nitrogen is the pollutant the permit is written around.

NSF/ANSI 245 is the certification for that job — a system tested and shown to remove at least half the total nitrogen entering it. In Florida, this is the standard behind ENR-OSTDS requirements in Basin Management Action Plan areas and nutrient-sensitive counties.

  • Certified to NSF/ANSI 245 for total nitrogen reduction
  • Meets NSF/ANSI 40 Class I secondary treatment as well
  • Suited to BMAP areas, springs protection zones and coastal parcels
  • Pairs with UV disinfection or chlorination where discharge requires it
Sectioned view showing the pretreatment tank alongside the aerobic tank and clarifier cone
Process

How nitrogen comes out

Nitrogen removal is a two-step biological process, and both steps have to happen in the right order.

Pretreatment and denitrification

Wastewater enters the pretreatment tank, where solids settle in a low-oxygen environment. Recirculated nitrate returning from the aerobic tank is converted here by bacteria into nitrogen gas, which vents harmlessly to atmosphere. This is where the nitrogen actually leaves the system.

Aeration and nitrification

Flow passes to the aerobic tank, where fine-bubble diffusers keep the mixed liquor oxygenated. Aerobic bacteria consume organic load and convert ammonia into nitrate. Nitrate-rich liquid is returned to the pretreatment tank to complete the cycle.

Clarification

Treated liquid enters the cone-shaped clarification compartment. Biomass settles and returns to aeration; clear effluent rises to the outlet tee.

Discharge or further treatment

Effluent leaves to the chosen dispersal method — drip, spray, pressure dosing or gravity. Where the permit calls for disinfection, UV or chlorination is added ahead of discharge.

The AN400, in 3D

Drag to spin it, pinch or scroll to zoom. Tap any part to see what it is — then hide it and look at what sits underneath. Peel the lids, the domes and the tanks away in any order.

Please wait — loading 3D model…
Drag to rotateTap a part to identify it

Hiding a part only changes this view — nothing is removed from the system. Fasteners, control panel and blower are left out of the model for clarity.

Three-tank configuration

When the effluent has to be pumped

Gravity discharge is the simplest answer, but plenty of sites don’t offer it. Drip fields, spray irrigation, mounds and low-pressure dosing all need the effluent lifted and metered — which means a pump tank joins the pretreatment and aerobic tanks.

We integrate it the same way we integrate everything else: transfer plumbing run between all three vessels, pump and floats set, and the control panel programmed for the dosing regime before the unit leaves the yard.

  • Pump sized to your head and flow from the design calculator
  • Floats set for the variable storage volume the drainfield calls for
  • Panel configured for timed dosing, demand dosing, or fail-safe operation
  • Four large and four small side panels on a three-tank system

For shipped weight, take the two-tank figure from the table above, add the pump tank from the tank index, then add 14 lb for the extra panels. An AN500 with a PP500 pump tank works out at 1,078 lb dry.

AN400 in three-tank configuration: pretreatment tank, aerobic treatment tank and pump tank with the blower housing between them
Views

Sections and arrangements

Model index

AN Series specifications

Two tanks per system. Figures come from the Hydro-Action Florida tank schedule and our own build sheets.

AN Series nitrogen reduction system specifications
Model Rated flow Pretreatment Aerobic Combined volume Tallest tank Largest dia. Shipped weight
AN400400 GPDPP400PP8001,183 gal80.75 in70.0 in627 lb
AN500500 GPDPP500PP10001,474 gal82.0 in76.0 in789 lb
AN600600 GPDPP750PP12001,887 gal80.38 in82.0 in905 lb
AN800800 GPDPP800PP16002,293 gal83.5 in95.0 in1,228 lb
AN11001,100 GPDPP1200PP22003,073 gal104.0 in95.0 in1,520 lb

Shipped weight is dry and covers both tanks, both domes, and the side panels. It excludes the blower, effluent pump, control panel, risers and lids, and any liquid. Adding a pump tank makes it a three-tank system — add that tank’s weight from the tank index plus 14 lb of additional panels.

Certification

What the AN Series is tested to


NSF certification mark

NSF/ANSI 245

Certified for total nitrogen reduction — a minimum 50% reduction across the test protocol.

NSF International certification mark

NSF/ANSI 40, Class I

Also meets the Class I secondary treatment standard for CBOD₅, TSS and pH.

UL Solutions listing mark

UL 508A

Panels are built and listed to the UL Solutions industrial control panel standard. See control panels

Documentation

Spec sheets & drawings

Engineering packages and spec pages for the AN Series.

Need an older revision or a state-specific page? Ask — dealer-only documents live in the portal.

Next step

Send us the permit conditions

Tell us the daily flow, the county, whether you’re in a BMAP or springs protection area, and your burial depth and water table. We’ll come back with a model, a buoyancy check, a price and a lead time.

Rated flow
400 – 1,100 GPD
Certification
NSF/ANSI 245 & 40
Configuration
Pretreatment + aerobic
Tank material
Glass fiber-reinforced polyester
Riser
Polylok 24 in
Inlet / outlet
4 in Sch 40 PVC
Gasket
ASTM C923
Built in
Mims, Florida

AN Series at a glance