Phone: (269) 659-7250
Phone: (269) 651-6520
The City of Sturgis Wastewater Treatment Plant serves over 3,500 sewer customers residing in the City of Sturgis and the surrounding area. These customers, both residential and industrial produce over 1,400,000 gallons of wastewater per day. The department is responsible for operating the wastewater treatment plant and sewer system, as well as enforcing the sewer use ordinance with a system for permitting, sampling and inspecting the industrial users subject to regulation.
The goals of the wastewater treatment department are:
- To provide a high quality effluent as efficiently as possible.
- To anticipate changing environmental regulatory trends and be prepared to meet those challenges.
- To maintain good relations with industrial customers while enforcing controls to protect worker health & safety, the treatment plant and the environment.
For information on setting up service for an existing residence with sewer service, contact utility customer service at (269) 659-7254 or visit Sturgis City Hall. If you need to install a new sanitary sewer lateral, use the form below and return it to the City Engineer’s office, located at Sturgis City Hall (130 N. Nottawa). For more information on rates, terms and conditions, and customer service, please visit the Utilities page.
If you are experiencing a sewer backup or other service emergency, please contact 269.651.2879 during regular business hours (7:30 am to 5:00 pm, Monday through Friday) or after office hours, contact Central Dispatch at 269.467.4195.
Industrial Customers setting up service fall under the City’s Sewer Use Ordinance, and in most cases require a Wastewater Discharge Permit. You can find information on both the Ordinance and permit below. If you have questions, please contact the Wastewater Treatment Plant Supervisor at (269) 651-6520. The discharge permit application can be faxed, emailed or mailed to:
FAX: (269) 659-2500
City of Sturgis Wastewater Treatment Plant
2101 Treatment Plant Rd.
Sturgis, MI 49091-8720
The plant is designed to treat an average of 2.8 MGD (million gallons per day) and a maximum of 3.6 MGD. We treat the wastewater with a combination of physical, chemical and biological methods to reduce the pollutants to a level acceptable for discharge to the fawn river. The equipment required to do this consists of 46 pumps that move liquids or sludges, 18 machines that move air or gas, 16 tanks used for settling, mixing or storage, 11 process flow measuring devices, numerous systems for controlling the processes and a laboratory for assessing plant performance and providing data for reporting requirements.
|Description of Plant Processes|
|Comminutor||Reduces particle sizes
to protect downstream equipment.
1 HP Capacity 7.9 MGD
|Grit Removal|| Small settling basin removes
sand and gravel which can cause problems in pumps and
other mechanical devices.
12 ft circular tank capacity 3.8 MGD.
An inclined grit washer transports grit to waste containers.
|Influent Flow Meter||12" Parshall flume w/ ultrasonic transducer level sensor|
|Primary Clarification|| Large settling basins which
remove settleable solids and floatable materials.
One(1) circular 35' diameter with 8' SWD, one 45' square with 8'SWD, one 55'diameter with 10'SWD
|Trickling Filter Pump Station||Three variable speed non-clog centrifugal pumps lift the water to the trickling filters, each rated 2500 GPM @ 31.0' TDH. Firm pumping capacity with largest pump out of service is 3700 GPM.|
|Trickling Filters|| Large beds of rock, 6.5
feet deep, through which sewage trickles. Microorganisms
growing on the rocks remove waste materials by consuming
Two, 104' diameter, four arm reaction driven distributors, with aluminum domes. Forced ventilation with two fans per filter.
|Solids contact / Flocculation Basin|| Aerated basin in which
microorganisms sloughed off from trickling filters are
mixed with concentrated sludge settled and returned from
the intermediate clarifiers.
89,000 gallons, three positive displacement blowers 10HP, 140 cfm @9psi, each.
|Intermediate lift station||One screw, 48" diameter 0-44.4 MGD @ 16.5TDH to lift water up to intermediate clarifier #1. Water flows to intermediate #2 by gravity.|
|Intermediate Clarifiers|| Settling basins which allow
sloughed off microorganisms to settle out and be returned
to the solids contact basin.
One 60' diameter with 14'SWD., one 24' by 120' with 12' SWD.
|Flow measurement, pumping, Nitrification Tower|| 12" Parshall flume with
ultrasonic transmitter to measure flow to tower.
Three variable speed non-clog centrifugal pumps rated at 2500 GPM @ 63'TDH lift the water to the top of the tower where it trickles down thru plastic cross flow media. Microorganisms growing on the media remove ammonia.
Nitrification tower is 55' diameter, 30 ' deep with mechanical variable speed distributor. 72,800 cu ft of media.
|Final Clarifiers|| Settling basins which allow
sloughed off microorganisms to settle out.
Two 24' by 120' with 12' SWD.
|Chemical Treatment|| Phosphorus is removed with
the aide of Ferrous Chloride and polymer addition with
settling of this sludge occuring in the intermediate clarifiers
along with microorganism sloughings.
Chlorine is added after final clarifiers to kill harmful bacteria.
|Polishing Pond||A lined pond allows time for the chlorine to disinfect and then dissipate before addition of Sodium Metabisulfite to remove excess chlorine before discharge.|
|Final Flow Measurement / Cascade Aerator||24 " Parshall flume with ultrasonic transmitter for flow measurement ahead of Static cascade steps to introduce additional oxygen into water before release to the Fawn River.|
|Residuals Management|| Excess biosolids (Sludge)
is held in anaerobic digesters to decompose. The decomposition
yields a slurry which is somewhat like a peat slurry.
Also methane gas is generated and used to heat the digester.
The digested sludge is stored in liquid form awaiting
recyling to agricultural land.
Two anaerobic digesters 350,000 gallons each. One 140' diameter with 14' SWD storage tank-1,600,000 gallons.