MINER, MISSOURIUpgrades to a small town’s 20-year-old treatment system leads to significant reductions in ammonia, BOD and total nitrogen.
Project Type: Municipal Wastewater Treatment
Completion Date: November 2012
Design Flow: 0.302 MGD
Effluent Objectives: Meet Compliance
Download a Printable Version
Other case studies you may be interested in:
Aeration upgrade allows winery to minimize energy consumption and double handling capacity during their peak season.
Plant upgrade allows simplified maintenance and room for future expansion while meeting compliance.
Plant upgrades aeration system for lower power consumption and increased operating flexibility.
Project Background & Challenges
Miner, Missouri has a population of 980 and is a quaint rural community located halfway between St. Louis and Memphis, TN. The 20-year-old Miner Wastewater Treatment Plant faced several technical issues in 2012. The town’s old three-cell 0.302 MGD aerated lagoon had high levels of suspended solids. Its ammonia and nitrogen concentrations were above their targets. “There was quite a bit wrong with the plant,” said chief operator Marvin Hatton. Miner needed to clean up its discharge to comply with Missouri Department of Natural Resources (DNR) and U.S. Environmental Protection Agency (EPA) regulators. The plant’s staff and City of Miner Engineer, Norman Lambert, decided it was time for a full-service upgrade. They called in Environmental Dynamics International (EDI) to assess the issues and develop a rehabilitation plan. They decided a brand-new plant should replace the old one.
“It would have been just as cheap to have a new [plant] put in [than] to have it cleaned out and put back in service,” Hatton said. “To be honest, it was just time to update.”
The EDI Answer
Lambert selected EDI to design and implement a new lagoon treatment plant for Miner. EDI proposed an Intermittently Decanted Extended Aeration Lagoon, or IDEAL™. The solution focused on eliminating solids, oxygen demand and ammonia in Miner’s wastewater. The IDEAL is able to provide full nitrification while removing a majority of total nitrogen through denitrification. The overall IDEAL Process uses two ponds; the IDEAL for advanced treatment followed by a partial mix basin with a settling zone for sludge storage and solids separation, thereby shrinking the size of Miner’s plant while improving its efficiency and effectiveness. The IDEAL aerates influent for two hours for BOD removal and nitrification before entering an anoxic settling and decant phase (one hour each), which provides denitrification, retains biomass, and discharges clear water. Supernatant and stabilized waste sludge are partially mixed in the second pong to maintain a positive level of dissolved oxygen to digest solids and prevent ammonia rebound. A small portion of the secondary pond is dedicated quiescent zone where solids that are not trapped in the partial mix zone settle; allowing clear water to flow out of the pond and to the UV disinfection. Finally, the treated wastewater is discharged into the North Cut Ditch.
“It’s a pretty good little plant,” Hatton said. “Our numbers have been really good. I mean, really good.”
Upgraded System Performance
When construction for the IDEAL Process was fully completed in November 2012, Hatton said EDI representatives spent a week training his staff on the new equipment and processes. A joint effort between the City of Miner and EDI tracked the plant’s effectiveness during the record-cold winter of 2013/2014. Hatton and his staff gathered composite samples from the influent and effluent of the plan twice a week, while monitoring temperature in the IDEAL™. Those samples were sent to Environmental Analysis South in Jackson, Missouri where the level of total suspended solids, ammonia, BOD, nitrate, nitrite, and total nitrogen were tested. Consistently, analysis of incoming and outgoing nutrient removal has been very positive. Ammonia levels, for example, have averaged 27 mg/L in wastewater entering the plant and drop to less than 0.05 mg/L by discharge; not one sample has come in above the method detection limit of the analysis, even when the temperature in the IDEAL dropped below 30C. Similarly, BOD drops from 230 mg/L to 4.5 mg/L and suspended solids fell from 104 mg/L to 5.3. Total nitrogen dropped 66% from 32 mg/L to 11 mg/L.
Hatton said a site visit from Missouri DNR state officials where samples were taken and tested also yielded enthusiastic feedback. He credited the improved water quality to the more effective and efficient IDEAL process. Installing the IDEAL brought Miner’s wastewater treatment plant well within DNR regulatory requirements.
Ongoing Maintenance Partnership
Hatton said the IDEAL was easy to install and is low-maintenance with highly favorable outcomes. However, to garner further maintenance support with its new water treatment system, Miner is entertaining a maintenance contract agreement with EDI. The city of Miner Board of Aldermen will vote on the proposal to provide the Miner Wastewater Treatment Plant additional maintenance assistance from EDI. Should Miner and EDI develop a maintenance agreement to ensure sustained success of the IDEAL solution, Hatton said he would welcome occasional EDI service visits.
“If I have any problem I can call and they’ll do a little troubleshooting on the phone, and if that doesn’t take care of it, they’ll come down,” he said. “They’ve been really good with us.”
Miner, MO – 2013 Winter Performance Evaluation
Design Average Flow 0.3 MGD Design Average TKN 35 mg/L
Design Average BOD 270 mg/L Storm Flow up to 3 MGD DBBR
Design Peak Flow 1.6 MGD Temp (°C) 5.5 +/- 2.6
Design Average TSS 220 mg/L MLSS (mg/L) 1300 +/- 300
Current Average Flow 0.24 MGD F:M Ratio 0.045
|PARAMETER||INFLUENT (mg/L)||EFFLUENT (mg/L)|
|BOD||23- +/- 60||4.5 +/- 1.2|
|TSS||96 +/- 38||5.3 +/- 1.7|
|Ammonia-N||27 +/- 5||0.05 +/- 0|
|Nitrate-N||0.06 +/- 0.07||11 +/- 4|
|Nitrite-N||0.13 +/- 0.21||0.22 +/- 0.215|
|Total Nitrogen||32 +/- 3||11 +/- 3|
Note: Error calculated using Student’s T with 98% confidence interval
Note: Effluent Ammonia-N consistently below method detection limit of 0.05 mg/L