case study: city of sunrise beach wwtp -...

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rwlwater.com Case Study: City of Sunrise Beach WWTP Packaged Wastewater Treatment Plant Project: City of Sunrise Beach WWTP Location: Sunrise Beach, Missouri, USA Client: City of Sunrise Beach Technology: Advanced Extended Aera tion with Nitrifica tion/Deni trifica tion and Rapid Sand Tertiary Fil tra tion Solution: Wastewater Treatment System; Domestic Was tewater Background Sunrise Beach is a very small city located on the shores of the Lake of the Ozarks in Central Missouri. The city is a popular vacation destination in the summer months. The city’s original and very basic wastewater treatment system was not able to keep up with increased stringent effluent requirements. In addition, the system was unable to effectively manage the increased flow during the summer months, when flow increases by 100%. The city needed a larger system that could effectively treat the effluent so that the treated water could be discharged into the Lake of the Ozarks. (continued on back) rwlwater.com

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Page 1: Case Study: City of Sunrise Beach WWTP - Microsoftvertassets.blob.core.windows.net/.../sunrisebeach.pdf · Case Study: City of Sunrise Beach WWTP RWL Water has more than 90 years

rwlwater.com

Case Study: City of Sunrise Beach WWTP

Packaged Wastewater Treatment Plant

Project: City of Sunrise Beach WWTP

Location: Sunrise Beach, Missouri, USA

Client: City of Sunrise Beach

Technology: Advanced Extended Aeration with Nitrification/Denitrification and Rapid Sand Tertiary Filtration

Solution: Wastewater Treatment System; Domestic Wastewater

BackgroundSunrise Beach is a very small city located on the shores of the Lake of the Ozarks in Central Missouri. The city is a popular vacation destination in the summer months. The city’s original and very basic wastewater treatment system was not able to keep up with increased stringent effluent requirements. In addition, the system was unable

to effectively manage the increased flow during the summer months, when flow increases by 100%.

The city needed a larger system that could effectively treat the effluent so that the treated water could be discharged into the Lake of the Ozarks.

(continued on back)

rwlwater.com

Page 2: Case Study: City of Sunrise Beach WWTP - Microsoftvertassets.blob.core.windows.net/.../sunrisebeach.pdf · Case Study: City of Sunrise Beach WWTP RWL Water has more than 90 years

New York, NY 767 Fifth Avenue, Suite 4200 New York, NY 10153 Tel. +1 212 572 5700

[email protected] • rwlwater.comRWL Water7135 Madison Avenue WestGolden Valley, MN 55427Tel. +1 800 879 3677

TechnologyThe City of Sunrise Beach chose RWL Water to provide a packaged wastewater treatment system that treats up to 50,000 Gallons Per Day (GPD). The system is a dual-train design that provides advanced wastewater treatment during periods of fluctuating influent flows. After the flow equalization process, the flow is split between two treatment trains, each comprised of a pre- and post-anoxic chamber, sludge-holding chamber, aeration chamber, and clarifier. There is also a stringent effluent ammonia limit required of this system. After the secondary treatment phase, the waste stream enters the tertiary filter. The tertiary filter system includes

a biological screening process which is used to achieve further Total Suspended Solids (TSS) reduction compared to a tertiary filter alone. RWL Water provided a fiberglass building, pre-fitted and wired, with all of the blowers and controls, saving the contractor time and money during the installation.

By providing a dual-train system, the operator can isolate one train during the winter to treat the 25,000 GPD flow rate and use both trains in the summer months when the population increases. This design provides a higher degree of treatment, operational flexibility, and significant energy savings.

Case Study: City of Sunrise Beach WWTP

RWL Water has more than 90 years of combined experience building highly successful water, wastewater, and waste-to-energy treatment solutions for diverse industries and municipalities around the world.

[email protected] • rwlwater.com

Design ParametersInfluent Expected Effluent

Design Flow 50,000 GPD

BOD5 250 mg/l 10 mg/l monthly average

TSS 250 mg/l 12 mg/l monthly average

PH 6 – 9 6 – 9

NH3 - N (Ammonia Nitrogen) 25 mg/l 0.6 mg/l

FOG 15 mg/l 10 mg/l