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Bio Genesis® Reduces Foam and Increases Stability at Idaho Municipal Wastewater Treatment Facility
Problem A municipal wastewater treatment facility in Idaho uses a small, activated sludge system to treat 35,000 gallons per day (gpd); waste activated sludge (WAS) is removed from the system approximately every 2 to 3 weeks. The system frequently experienced intermittent foaming and settling issues, as well as seasonal impact from grease relating to the
Bio Energizer® Reduces Sludge at Small N.M. Municipal Facility
Problem A small town in New Mexico (pop. 1,300) had a municipal wastewater system with a flow rate of 50,000 gallons per day. The system included a series of three lagoons that tapered to a depth of 13 feet. Pond 1 had an average sludge depth of 1.9 feet, Pond 2 averaged 3.5 feet, and
Lagoon Study Shows Sludge Layer Biologically Active and Responsive to Reduction Using Bio Energizer®
Summary In this study, a one-year bioremediation plan was implemented for a municipal wastewater treatment facility with 2 primary lagoons that were at risk of upset and in which wastewater processing capacity was reduced due to an increased sludge layer. Specific changes in strata microbial life were tracked through ATP and DNA analysis at quarterly
Related Blog Posts
Recycled Sewage: What Are We Putting on Our Farmland?
By Jael Batty Sewage sludge is a controversial input for farmers to use. Considering the toxins in today’s wastewater, are our treatments and regulations effective in eliminating micropollutants from sludge?
The Water Break Podcast, Episode 29: Preventing Backflow, Part 2
“Where we bridge the gap between water plant operators and engineers” In episode 29 of the Water Break Podcast, Heather Jennings, PE, discusses fundamental water systems backflow and cross-connection issues with Gary McLaren, Marketing Director and “Backflow Nerd” at HydroCorp, based in Troy, Michigan, and Rich Davison, Engineering Sales at Soderholm & Associates in Madison,
Breaking Down COD
By Heather Jennings, PE When I first came into the water field in the 2000s, the general rule of Chemical Oxygen Demand to Biochemical Oxygen Demand (or COD to BOD5) was 2:1. That was pretty much all you needed to know in order to understand whether something could be treated chemically, physically, or biologically. Now, the wastewater industry has moved toward COD instead of BOD5. The reason that COD is



