Mmwd1013i1.pptx/1 Regulating DPR in New Mexico Andy Salveson, P.E....on behalf of Joe Savage and NMED.

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Presentation transcript:

mmwd1013i1.pptx/1 Regulating DPR in New Mexico Andy Salveson, P.E....on behalf of Joe Savage and NMED

mmwd1013i1.pptx/2 Critical Water Supply Shortage in the Village of Cloudcroft NM Water Supply is Low and DPR is the Answer Small Community has Limited Resources Operations Staff is Good, but Advanced Treatment is Beyond Current Training Regulations Under Development

mmwd1013i1.pptx/3

mmwd1013i1.pptx/4 Notes from the Field, Cloudcroft NM System is Not Operational –80% Constructed –Online Spring 2015 Highly Advanced and Redundant Processes Membrane Bioreactor Reverse Osmosis UV/AOP Chlorine Disinfection Wastewater Purification Ultrafiltration GAC Chlorine Disinfection 1 MG Storage (10 days) Water Treatment ~50% Blending with Raw Water UV

mmwd1013i1.pptx/5 Critical Issues Remain to Be Addressed in Cloudcroft New Mexico Environment Department Needs Answers –What level of treatment meets public health standards? –Is the existing treatment scheme sufficient? What about process monitoring? –How will a small community properly operate an advanced facility? Existing WWTP is a trickling filter, is current staff and training sufficient? –What type of state-wide guidance is needed for big and small DPR projects?

mmwd1013i1.pptx/6 NWRI Hired by NMED to Answer Key Questions Independent Advisory Panel (IAP) –Jeff Mosher, Supreme Leader –Jim Crook, Chair –Joe Cotruvo, Panelist –Andrew Salveson, Panelist –Bruce Thompson, Panelist –John Stomp, Panelist –Assistance From: –Village Trustees –Eddie Livingston –NMED

mmwd1013i1.pptx/7 The Village Also Presents Other Challenges to the IAP

mmwd1013i1.pptx/8 NWRI IAP Preliminary Conclusions Treatment Process is Robust and Sufficient Additional Critical Control Point Monitoring Required –RO –UV AOP –Chlorine Ct Better Use of Engineered Storage

mmwd1013i1.pptx/9 Critical Control Point Monitoring Ensures High Water Quality ProcessCCP Monitoring Log reduction VGC MBRFiltrate turbidity2.7 RO Online EC Online TOC 1.5 UV AOP Intensity sensors, total chlorine reduction 666 ESB with free chlorination, free residual > 0.4 mg/L Online Cl UF Daily pressure decay testing (MIT) UVIntensity sensors GACOnline effluent TOC0.0 ESB with free chlorinationOnline Cl Total

mmwd1013i1.pptx/10 Potable Reuse Treatment Should Be Robust, Redundant, Resilient, and in the end, Reliable Process Treatment performance Robust?Redundant?Resilient? Reliable ? BacteriaVirusGia.CryptoChem MBRXXXXPartialYes Mod. ROXXXXXYes Mod. UV AOPXXXXXYes No Storage and Chlor XXX-PartialYes UF 4 X-XX-Mod.YesMod. UV 4 X-XX-Mod.Yes GAC----XNoMod. ChlorXXX-PartialYes Entire System Yes

mmwd1013i1.pptx/11 O&M issues are Key! –Training –Retraining –Staff Redundancy (small community!) –Budgeting, this will be a large increase in O&M costs. Outreach & Education ASAP NWRI IAP Preliminary Conclusions