Somerset Raritan Valley
Sewerage Authority

Interactive Map

Disinfection
Disinfection

At this final stage of

the process, effluent from the multimedia filters enters two (2)

chlorine contact tanks where liquid Sodium Hypochlorite is

introduced for final disinfection.

The Authority constantly monitors the plant to ensure

the discharged effluent meets NJDEP standards.

(Pictures coming soon)

Final Clarifiers
Final Clarifiers 

After passing through the aeration basins, the wastewater proceeds to the final clarifiers.

Similar to the primary clarifiers, the flow velocity is reduced in these tanks,

allowing the suspended particles in the wastewater to settle out of the effluent.

(Pictures coming soon)

Aeration Basins
Aeration Basins

In the aeration basins, the wastewater flows into aerated tanks

containing natural organisms, collectively referred to as

'biomass'—a complex mixture of bacteria, fungi, protozoans, and other microorganisms.

These organisms use the dissolved solids in the wastewater as food,

thus utilizing biological treatment to effectively treat the wastewater. 

(Pictures coming soon)

Influent Pumping Station
Influent Pumping Station

The influent pumping station (IPS) receives the wastewater from the Authority’s collection system.

There are two (2) bar screens to remove rags, glass, rocks, and other large debris from the wastewater.

Then, three (3) influent pumps pressurize the flow to “push it” through the rest of the plant

(Pictures coming soon)

Multi-Media Filters
Multi-Media Filters

The Multimedia Filters (MMF) were constructed as part of

the American Cyanamid Company WTP in the mid to late 1970s.

The purpose of this facility is to provide a tertiary level of treatment

by removing additional suspended solids from the secondary clarifier effluent.

It is required to meet permit limits, particularly during high flows.

(Pictures coming soon)

Primary Clarifiers
Primary Clarifiers

The Authority has five (5) primary clarifiers, which facilitate the physical separation of solids from the wastewater.

The wastewater flows into the primary settling tanks where the flow velocity is reduced, and the suspended material is allowed

to settle to the bottom of the tanks.

Approximately 50% of the suspended solids and Biological Oxygen Demand (BOD) are removed in this unit process.

(Pictures coming soon)

Headworks Building
Headworks Building

The headworks building contains two (2) mechanical bar screens and two (2) grit

collectors. Grit consists of sandy materials and other particulates that readily

settle from the wastewater. The grit collectors feature a chain and buckets within a

long, narrow, horizontal settling chamber, where the

grit is accumulated and later disposed of offsite.

Belt Filter Press
Belt Filter Press

From Sludge from the primary and final clarifiers are stored in the blend

storage tank before being pumped to the Belt Filter Presses (BFP). At the BFP,

the sludge undergoes mechanical pressing allowing the water to be

“squeezed out” of the sludge. The dewatered

sludge is referred to as sludge cake.

Incinerator
Incinerator

The Authority’s 16-foot fluidized bed incinerator burns the sludge cake from

the belt filter presses. The incinerator byproducts are

heavily treated by the SRVSA and regulated by the NJDEP.

Mercury Emissions Control Building

Mercury Emissions Control Building

The Mercury Emission Control System utilizes

a series of HEPA filters and an activated carbon

adsorber to scrub the incinerator flue gas of particulates

and reduce Mercury emissions by approximately 96%.