1. Water Treatment Technology that Works for Megacities in need of Efficient Wastewater Treatment, Recycling, Soil Remediation and Food Production Resources Using Engineered Natural Systems to Treat Water Sarah Meyland, MS, JD Director Center for Water Resources Management at NYIT 1

2. Wetlands: Nature’s Kidneys 2 Bacteria and plants have cleaned water for over 2 billion years.

3. Natural Wetlands as Water Treatment Systems Arcata, California Population: 17,600 On Humboldt Bay 90 miles from Oregon 300 miles from San Francisco Humboldt State Univ. 3

4. Arcata Marsh: Wastewater Treatment, Interpretive Center and Wildlife Sanctuary Size of treatment area is about 160+ acres in the salt marshes of Humboldt Bay; The constructed wetlands process 2.3 MGD. Treatment plant steps: Primary Treatment Secondary Treatment Tertiary Treatment Disinfection 4

5. Copying Nature with Constructed Treatment Wetlands There are many versions of how to copy the natural treatment process of wetlands. Dr. John Todd, a leading proponent of constructed wetlands; (President, John Todd Ecological Design, Inc.) U.S. EPA has supported a number of pilot systems for industrial & municipal use. “Living Machines” is a well-known EPA- approach. Others include: Solar Aquatics, Solar Ponds, Roux System: Enhanced Subsurface Flow (SSF) CTW 5

6. NYIT Project – Old Westbury Campus NYIT planning to build on-campus housing. The sewage treatment system will be updated. Project offers an opportunity for a new approach to sewage treatment. 6

7. Improving on Current System NYIT uses a combination of septic tanks and an Oxidation Ditch system, with two treatment trains. Flow to the plant averages 22,000 gallons per day currently. Treatment quality is substandard for nitrates. When all new construction is completed, average flow could go up to 70 – 85,000 gpd. 7

8. Replacing Outdated System Treatment Plant built in 1968. 2 Symmetrical Oxidation Ditches One Ditch inactive. Each ditch had volume of 205,000 gallons. (180 ft x 80 ft) One Ditch converted to 2 aeration tanks and 2 anoxic tanks - - 4 stage activated sludge treatment process in 1996. 8 Original NYIT System

9. Considered Alternative Systems The Living Machine Closed Loop System Plant-based treatment Plants, fish, bacteria, snails, water bugs, etc. 9

10. Enhanced Subsurface Flow Constructed Treatment Wetland Green Technology: low power needs, no chemicals, self- sustaining, low maintenance, scalable, exceeds discharge quality standards, requires less space, passive system. Features: Site is excavated and Subsurface Aeration System installed in lined basin (cell). Bubble Diffusers inside perforated contactor chamber. Buried in Gravel Treatment Media that supports bacterial growth. Covered with soil to support wetland plants with good root development. Site is bermed to retain water in basin. 10

11. Enhanced Subsurface Flow Constructed Treatment Wetlands 11

12. Aeration System Close-up 12 Aeration System creates highly aerobic condition to give consistent year round treatment performance, even in cold climates and reduces retention time.

13. Capabilities of SSF CTWs Removal of Pollutants including: Organic Substances Nutrients Heavy Metals Toxic Chemicals: PAH, PCBs, BTEX, Suspended and Colloidal Materials Pathogens Design Options : Free Water Surface Systems – Marsh-pond-meadow Sequences Subsurface Flow Systems – Engineered cells containing gravel, soil and/or sand treatment media. Enhanced Subsurface Flow Systems – Adds subsurface aeration system to increase microbiological activity and removal. 13

14. BTEX Remediation in Rhode Island 14 Groundwater and stream water is channeled into a series of cells that removed the BTEX before it reaches a larger stream system. This was at a refinery site in Rhode Island, USA.

15. Wastewater Treatment Capabilities Sedimentation and filtration removes TSS. Microbial degradation and removal of TSS, BOD and nitrogen. Microbial destruction of pathogens. 15

16. Performance Examples of Constructed Wetland Systems 1.BOD before treatment = 250 mg/L 2.TSS before = 160 mg/L 3.TKN before = 40 mg/L 4.NH 3 before = 50 mg/L 5.NO 3 before = 0 mg/L 6.TP before = 7 mg/L 1.BOD after treatment = < 10 mg/L 2.TSS after = 10 mg/L 3.TKN after = 10 mg/L 4.NH 3 after = 2 mg/L 5.NO 3 after = < 5 mg/L 6.TP after = < 5 mg/L 16

17. Performance of SSF CTW BOD Removal Before (RED) After (GREEN) NH 3 – Nitrogen Before (RED) After (GREEN) 17 Aeration Off OFF

18. Urban Environment Applications In cities, CTWs can be placed into existing sewer collection systems to accept part of wastewater flow prior to reaching conventional STP. (Small Footprint) Reduce/eliminate overflows and treat stormwater. Treat contaminated surface water and groundwater. Treat contaminated soil. Be recycled for uses such as urban farming (vertical farming) or cooling water/grey water. 18

19. Questions 19

20. System Requirements Cells fit into sites that are 50% smaller than other systems. Demonstration system treats flow = 10,000 gpd. System is expandable. Provides tertiary treatment. Affordable. Sustainable, low carbon footprint; low energy use. 20 Looking South Looking North

21. Research Potential of System CTW compatible with existing treatment at NYIT, using it to perform solids removal. Similar systems have received NYS SPDES discharge permits. Systems can be used to research different pollutants, different micro-biological cultures, different system design questions or to address other issues such as: Stormwater treatment Heavy metal removal Toxic chemical removal 21