Our high-quality sump pumps and backup systems can dependably protect your home and keep you and your family safe and dry.
Learn MoreSewage or grinder pumps move raw sewage and unwanted water away from the home. Our pre-plumbed packages make selecting and installing the right equipment easy.
Learn MoreUnwanted water and raw sewage are pumped to an outside basin. Sewage lift station pumps take this wastewater up and away.
Learn MoreDuring storms, excess water can lead to flooding, pollution, and damage. We offer a range of pumps, containers, and controls to manage your stormwater effectively.
Learn MoreEffluent lift stations collect and pump the grey water or effluent from commercial facilities or wastewater treatment systems.
Learn MoreWhen sanitary sewers are not available, septic systems are used to treat wastewater before disposal.
Learn MoreInstall a sink drain anywhere without breaking concrete. Use our drain pumps for easy installation in areas without gravity drainage.
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Our hazardous duty explosion-proof effluent and sewage pumps are rated for Class 1, Division 1, Groups C & D or Class 1, Zone 1, Groups IIA & IIB. Every pump is submerged in water and tested at the factory to ensure that it performs as expected when you receive it.
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Home » Case Studies » Huber’s Orchard...
Huber’s Orchard and Winery is a popular attraction located in Starlight, Indiana that allows visitors to take part in the seasonal harvest. The pressurized septic drain design included a complicated triplex pumping system that required expensive custom controls to dose effluent to three different fields at varying elevations.
When called upon to review a new design for pressurized septic drain fields, experts at Zoeller Pump offered a simpler, more economical alternative. Instead of using three pumps for three fields, an alternating-duplex system was recommended instead. A Zoeller Pump Automatic Multizone Valve was added to the system for even dispersal between the fields. Throttling ball valves were also used to adjust the pressure each field to accommodate varying elevations.
The alternative design achieved the original end goal of evenly dispersing effluent among different fields with a simplified method which saved thousands of dollars in total system cost.
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