Parker Water & Sanitation District Frank Jaeger, District Manager James Roche, Superintendent.

Slides:



Advertisements
Similar presentations
Drinking Water Treatment – Chapter 25 Class Objectives Be able to define the possible components of a water treatment train and their functions Be able.
Advertisements

Nabisunsa Girls School, Kampala, Uganda. United we stand To carry up our flag To fight for our nations health Our hearts and minds we pour The water.
Often water is prescreened, treated with ozone, or pre-chlorinated before entering the coagulation basin (depending on the quality of the water). Coagulation.
North Texas Municipal Water District Water Treatment Process.
Terry Keep September 18, 2013 ADVANCES IN UV TECHNOLOGY FOR 4-LOG VIRUS DISINFECTION OF GROUNDWATER.
Zelienople Water Department Sources and Treatment.
Previously Microbial survival in environmental media –Water, land, air Small scale sanitation, composting latrines, etc Conventional wastewater treatment.
Pathogen Removal or Inactivation Technical Advisory Panel Reclaimed Water Rule Jim McCauley (360)
Mercer Island E. coli Event Bob James, ODW December 2014.
Rebabedi Setshogo Katlego Tsiako. What is Diarrhoea?  Diarrhoea is an increase in the frequency of bowel movements or a decrease in the form of stool.
Water Investigation Unit: Background Information.
Discharge Monitoring Reports (DMRs)
RESULTS With increasing amounts of Novobiocin there was an obvious decrease in survival of colony forming units of bacteria (Fig. 8). Triclosan was more.
1 Waterlines, Biofilms and Water Quality Infection Control, DA116.
Tim Stefanich - Environmental Engineer Sioux Falls Water Purification Cryptosporidium Monitoring for Compliance with the LT2 Rule.
Surface Water Treatment Rule Bob Clement Drinking Water Program U.S. EPA Region 8.
Water and Wastewater Treatment Processes Crystal Penton, E.I. Will Larsen, E.I.
XI. Swimming Pools & Bathing Beaches A. Regulations & B. Design and safety.
Constructed Wetlands and Wastewater Treatment Scott Stine SWES 574.
Constructed Wetlands and Pathogens By Stephanie Boone.
V. Microbiology of water V. Microbiology of water A. Waterborne microbial pathogens B. Indicator bacteria for drinking water C. Other indicators for drinking.
Coliform organisms Elvire Jacques, MD Environmental health.
TMDL – Fecal coliform Frank Henning UGA Watershed Extension Agent.
Introduction to Lab Ex. 20: Enumeration of Bacteria - Most Probable Number method Membrane Filter method.
Long Term 2 (LT2) Enhanced Surface Water Treatment Rule
APPLICATION OF MICROTESTER FOR DETECTION OF LOW MICROBIAL CONTAMINATION Oliver Reichart Katalin Szakmár.
1-1. Key Sanitation condition No. 1:  Safe supply for water that contacts food and food contact surfaces;  Safe water supply for production of ice; and.
1 Long Term 2 Enhanced Surface Water Treatment Rule – LT2 Mark McIntire Drinking Water Program SDWWA Water Seminar February 7, 2006 Please ask questions.
Water Microbiology Tap (drinking) water Surface water (freshwater) Waste water (Marine water) Water borne diseases.
Measuring Stream Microbiology:
CHAPTER 28 Wastewater Treatment, Water Purification, and Waterborne Microbial Diseases.
Marilyn Murphy, David Plavcan, William Shepard, Donna Suevo, Jeff Thomas, Karen Trozzo, Timothy Woods and David Yezuita West Chester University July 2002.
Sewage Treatment.
New York City Department of Environmental Protection Bureau of Water Supply Water Quality Bio-Stability of New York City’s Distribution Water Authors:
Water Treatment Processes. Why do we need to treat our drinking water?  Industrial runoff  Agricultural runoff  Road runoff  Residential runoff.
Mississippi State Department of Health
Michael Tamblin, P.E., BCEE Stearns & Wheler, LLC Protecting and Enhancing the Ramapo Watershed – A Designated Sole Source Aquifer Supplying New York and.
Applied Environmental Microbiology 43 Copyright © McGraw-Hill Global Education Holdings, LLC. Permission required for reproduction or display.
TMDL – Fecal coliform Frank Henning UGA Watershed Extension Agent.
Hillsborough River Fecal Coliform BMAP Process Oct. 22, 2008.
Cottonwood Water & Sanitation DistrictSeptember 2002 Arber Indirect Potable Reuse at Cottonwood Water and Sanitation District Rick Arber, Ben Johnson Richard.
MRWS GROUND WATER RULE (GWR) PREPARED BY JOHN CAMDEN MRWS GROUND WATER TECH
By Youssef El-Gharabli & Annna Steinberg. Coliform Bacteria It is the commonly-used bacterial indicator of sanitary quality of foods and water. They are.
SEWER MINING.
Source of M.O in Foods.
Public Health Laboratory Services In Accordance with Priority #6 – Environmental Health Improvements –Public Health Laboratory Services supports the Local.
ACWA – RECYCLE RESEARCH Presentation to the ACWA National Convention August 2009.
Ideapreneurship-universal entertainment paradise.
Cottonwood Water & Sanitation District Rebuttal Testimony.
After Permitting –or- just when you thought you were out of the woods There is NO After! Between Permitting Compliance Schedules Permit Amendments Permit.
What’s new in Water Treatment? Coagulants and Filter Aids Sticky Particles vs. Sticky Media Coagulants and Filter Aids Sticky Particles vs. Sticky Media.
INSERT AGENCY NAME INSERT RETAILER NAME. PUR Purifier of Water is an innovative purification technology that utilizes a 2 stage purification process.
Quantitative Microbial Risk Assessment: Main concepts & application in Environmental Health and sanitation Dr Nguyen-Viet Hung Center for Public Health.
Wastewater Treatment. Dangers of Not Treating Wastewater-Waterborne Disease Cholera Typhoid Fever Hepatitis Amoebic Dysentery Giardiasis E.Coli 0157:H7.
1 Highland Water District CAPITAL IMPROVEMENT PLAN.
Biology Program, FDEP Laboratory Evaluation of PMA-qPCR for Quantitative Differentiation of Live Human-associated Bacteroidales for Water Quality Monitoring.
Water Quality & micro-organisms
Total Coliform Rule (TCR)
An Efficient Cost Effective System for Wastewater Effluent Reuse
PREVENTING AND REDUCING SURFACE WATER POLLUTION
Estimation of condition of small scale water-supply systems in Georgia
ACWA – RECYCLE RESEARCH
Hanmer Springs Water Supply
OHWARN Workshop Disruption of Service Rule Update
WATER Treatment & Quality
Assessment of Ozone Disinfection for Bacteria Reduction (Tanks 2 &3)
Bacteria Reduction Through Bucket and Soil Treatment
Assessment of MBR for Bacteria & Nitrogen Reduction
Lebanon Water Works National Optimization Goals Case Study - Meeting the Goals at the Lebanon Water Works Company Daren Thompson, MBA, MPM.
Safe Drinking Water.
Presentation transcript:

Parker Water & Sanitation District Frank Jaeger, District Manager James Roche, Superintendent

PARKER WATER AND SANITATION DISTRICT THE VIRUS STUDY

Study Objectives  Determine the performance of the AWT system for removal of the major classes of microbiological contaminants  Compare the AWT discharge with the microbiological quality in Cherry Creek

Study Design  One Year Study – Oct 1999 – Oct 2000  Four Indicator organisms – Total Coliform Fecal Coliform - F. Strep – E. Coli  Giardia and Cryptosporidium  Enteric Viruses

 Two sample points on Cherry Creek Scott Rd – 6.7 miles upstream Cottonwood Rd – 3.8 miles downstream  Three plant sample points After Secondary but before filters After filters but before UV disinfection After UV disinfection

 ICR methodology used for Giardia, Cryptosporidum, and Enteric Virus sampling and analysis  Laboratory used (BioVir) was certified to perform all three analyses for the ICR reporting.  Sampling performed by Mountain Water Indicator microbiology by Adams labs

The levels of all four microbial indicator organisms were significantly lower in the AWT effluent than at either Cherry Creek site. Parameter Scott Rd Cottonwood Rd AWT Stream Standard Geo Mean cfu/100ml cfu/100ml cfu/100mlcfu/100ml Total Coliform F. Coliform E. Coli F. Strep

The AWT process removed significant numbers of the four microbial indicators. OrganismPre-filter(Secondary) Post filter (Pre-UV) Post UV (AWT) cfu/100mlcfu/100mlcfu/100ml T. Coliform 263, F. Coliform 14, E. coli 5, Fecal Strep 1, *Values are geometric means.

 AWT Total Coliform Geometric mean for the study - 57 cfu/100ml (12 samples)  AWT Total Coliform Geometric mean for normal operation – 0.96 cfu/100ml (194 samples)  AWT Total Coliforms were less than 100 CFU/100 ml over 91% of the time

CONCLUSIONS  The AWT effluent is higher quality and more consistent than the natural water in Cherry Creek for all classes of microbiological organisms tested.  Giardia and Virus were consistently reduced from levels as high as 500 to 1000 IFA positive organisnms/100 Liters to levels of less than 1 IFA positive organism/100 Liters.

CONCLUSIONS  Microbial indicator organisms were consistently removed to levels significantly below the stream standard.  Frequent monitoring of bacterial indicators is the best technique to control the disinfection process. Total coliform is the most sensitive disinfection indicator.

CONCLUSIONS  A dual barrier disinfection system, with prefilter chlorination, followed by post filter UV disinfection was more effective on Total Coliform than post filtration UV disinfection alone.

CONCLUSION  The combination of AWT effluent and Cherry Creek raw water, stored in Rueter Hess Reservoir, and treated in a water treatment plant (probably membrane), with chlorine disinfection will provide a reliable, quality, substitute supply for the customers of the Parker Water and Sanitation District.