William E. Dunn Water Reclamation Facility. Facility Overview & Information
|
|
|
- Bertram Lang
- 8 years ago
- Views:
Transcription
1 William E. Dunn Water Reclamation Facility Facility Overview & Information
2 General Area Served: Plant History Facility Highlights Northern Pinellas County St. Joseph Sound to East Lake Road (E/W) Tampa Road to Keystone Road (N/S) Owner: Operator: Pinellas County Utilities Pinellas County Utilities Million Gallons per Day (MGD) Extended Aeration wastewater treatment facility, utilizing reclaimed water distribution for effluent disposal Construction of new 9.0 MGD 5-stage Bardenpho Advanced Wastewater Treatment Water Reclamation Facility, with expanded utilization of reclaimed water distribution. Old 3.0 MGD facility taken out of service Existing facility enhanced by construction of Center Oxidation Ditch, for improved process stability. Mid-1990 s - East Lake Tarpon area PCU package wastewater treatment facilities phased out and flows diverted to William E. Dunn Wastewater Reclamation Facility (WED WRF) for treatment Construction of new Facility Administration Building, with adjacent open public park area and education kiosk Phase 2 & 3 construction upgrades and modernization of the WED WRF. Facility Operation Average Daily Flow 6.5 MGD Operating Schedule 24 hours per day, 365 days per year Number of Collection System pump stations approximately 150+ Number of staff 24 positions (Administration, Operation & Maintenance) Type of Process Activated Sludge Process Mode 5-stage Bardenpho Advanced Wastewater Treatment Process Flow Distribution 100% reclaimed water distribution for irrigation purposes Biosolids Production about 1,500 dry tons per year (375+ semi-trailers) Biosolids Reuse dried sludge is used as a soil amending agent (fertilizer) Annual Budget - $5 million Average Treatment Cost per Million Gallons - $2000
3 North County Collection System Area (crosshatched area)
4 William E. Dunn WRF Plan Drawing
5 Mechanical Screens (3) Influent Screenings to Disposal Low Pressure RCW Pumps High Pressure RCW Pumps Low Pressure Reclaimed Water (RCW) High Pressure RCW to Off-Site Irrigation Grit Recovery Units (3) Reject Water Storage Pond Reclaimed Water Storage Pond Influent & RAS Flow Meters Plant Drain Filtrate One of 6 Clarifiers Fermentation 1st Anoxic Fermentation 1st Anoxic Contact s (3) Backwash Water Oxidation Reactor Oxidation Reactor Internal Recycle Pump Stations (2) ABW Sand Filters (4) Polyaluminum Chloride Return Activated Sludge (RAS) Sludge Pumping Station Aerated Sludge Holding s (2) Waste Activated Sludge (WAS) Sludge Feed Pumps (2) Polymer Belt Press Belt Press Dewatered Sludge to Disposal 2nd Anoxic Reaeration 2nd Anoxic Reaeration Distribution Boxes (2) Final Clarifier s (6) W.E.Dunn WRF Process Flow
6 William E. Dunn WRF RCW Storage Pond Levels RCW WW Elevation Storage Gallons Usable RCW Operational Alarm (Feet) (Millions) Wet Well Level Volume (mg) Levels Pump Cut 7.45 Usable storage volume is approx MG
7
8 INFLUENT PRELIMINARY TREATMENT SCREENING Removal of rocks, rags, and other debris GRIT REMOVAL Removal of sand and grit FLOW MEASUREMENT Measurement of Influent and Return Activated Sludge (RAS) flow rate BIOLOGICAL TREATMENT BARDENPHO PROCESS Biological Oxygen Demand (BOD) and Nutrient removal CLARIFICATION Separation of suspended biological solids from wastewater SOLIDS HANDLING Treatment & disposal of solids from other processes EFFLUENT POLISHING FILTRATION Removal of suspended solids not removed by Clarification DISINFECTION Destruction of diseasecausing organisms EFFLUENT DISPOSAL EFFLUENT STORAGE Stores reclaimed water until needed EFFLUENT REUSE Highly treated effluent is reused as irrigation watw W.E. Dunn WRF Process Flow Chart
Description of the Water Conserv II Facility
Description of the Water Conserv II Facility Introduction The Water Conserv II (WCII) Water Reclamation Facility provides service to a majority of the southwest section of Orlando. The WCII facility has
Wastewater Nutrient Removal
Wastewater Nutrient Removal An overview of phosphorus and nitrogen removal strategies Presented by: William E. Brown, P.E. Peter C. Atherton, P.E. Why are nutrients an issue in the environment? Stimulates
WASTEWATER TREATMENT OBJECTIVES
WASTEWATER TREATMENT OBJECTIVES The student will do the following: 1. Define wastewater and list components of wastewater. 2. Describe the function of a wastewater treatment plant. 3. Create a wastewater
Cambridge Wastewater Treatment Facility
Cambridge Wastewater Treatment Facility Emergency Situations If you have a water or sewer emergency that relates to the City s utility system call the Public Works office at 763-689-1800 on normal working
Phosphorus Removal. Wastewater Treatment
Phosphorus Removal In Wastewater Treatment by Derek Shires (512) 940-2393 Derek.Shires@ett-inc.com Why do we care? Eutrophication of surface water - Especially reservoirs Maximum agronomic uptake - Limiting
Wastewater Treatment System Rehabilitation Project
Wastewater Treatment System Rehabilitation Project An overview The City of Shelton, WA / January 2010 Before After SHELTON WASTEWATER TREATMENT IMPROVMENTS PROJECT Enabled by extensive grant-funding, loans
Bay Park Sewage Treatment Plant Super Storm Sandy Recovery
County of Nassau Department of Public Works Bay Park Sewage Treatment Plant Super Storm Sandy Recovery Edward P. Mangano County Executive Shila Shah-Gavnoudias, P.E. Commissioner of Public Works Bay Park
Advanced Wastewater Treatment and Disposal Systems. Water and Wastewater Utility Operation and
Advanced Wastewater Treatment and Disposal Systems Water and Wastewater Utility Operation and Management for Tribes Preliminary Treatment Primary Treatment Secondary Treatment Tertiary Treatment Disinfection
ACTIFLO Process For Wet Weather and Wastewater Treatment
ACTIFLO Process For Wet Weather and Wastewater Treatment ACTIFLO Microsand Ballasted Clarification Process ACTIFLO is a high rate, compact process developed by Veolia Solutions & Technologies. The process
Terms of Reference. Aqaba Water and Wastewater Utility Asset Valuation
Technical Support for Procurement and Project Management and Private Sector Participation to the Ministry of Water and Irrigation, Water Authority of Jordan and the Jordan Valley Authority Support for
During the past decade, the city of
An Advanced Pollution Control Facility s Conversion to Four-Stage Bardenpho to Improve Biological Nitrogen Removal Timur Deniz, Thomas W. Friedrich, and John Milligan During the past decade, the city of
Facility Classification Standards
Facility Classification Standards Approval Date: April 3, 2009 Effective Date: April 3, 2009 Approved By: Nancy Vanstone, Deputy Minister Version Control: Replaces Facility Classification Standards dated
THE MARSHALL STREET ADVANCED POLLUTION CONTROL FACILITY (CLEARWATER, FLORIDA) CONVERSION TO 4-STAGE BARDENPHO TO IMPROVE BIOLOGICAL NITROGEN REMOVAL
THE MARSHALL STREET ADVANCED POLLUTION CONTROL FACILITY (CLEARWATER, FLORIDA) CONVERSION TO 4-STAGE BARDENPHO TO IMPROVE BIOLOGICAL NITROGEN REMOVAL ABSTRACT Timur Deniz, Ph.D., Thomas W. Friedrich, P.E.
California Wastewater
Abridged Edition L A Y P E R S O N S G U I D E T O California Wastewater Prepared by the Water Education Foundation Contents The Layperson s Guide to California Wastewater is prepared and distributed by
Bio-P Removal- Principles and examples in MI and elsewhere S. Joh Kang, Ph.D., P.E. Tetra Tech, Inc. Ann Arbor, MI 2010 Presentation Outline Optimization of Chemicals and Energy Bio-P Removal - Review
The City of Boulder 75 th Street Wastewater Treatment Facility
The City of Boulder 75 th Street Wastewater Treatment Facility Wastewater Collection and Treatment The Foundation of Public Health Wastewater Collection Boulder s wastewater collection system, also known
TREATMENT OF PHOSPHATE FERTILIZER PLANT WASTE WATER IN FLORIDA FOR DISCHARGE AND RE USE PURPOSES
TREATMENT OF PHOSPHATE FERTILIZER PLANT WASTE WATER IN FLORIDA FOR DISCHARGE AND RE USE PURPOSES JOHN F. BOSSLER, SIEMENS Water Technologies Corp., Hoffman Estates, IL RONALD TRAVIS, SIEMENS Water Technologies
ADDENDUM TO THE FACT SHEET FOR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT NO. WA-002264-1 June 25, 2010
ADDENDUM TO THE FACT SHEET FOR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT NO. WA-002264-1 June 25, 2010 I. GENERAL INFORMATION Facility: City of Blaine Wastewater Treatment Plants 9235
Residuals Management Somersworth Drinking Water Treatment Facility. Ian Rohrbacher, Treatment Operator IV
Residuals Management Somersworth Drinking Water Treatment Facility A HISTORICAL OVERVIEW OF SURFACE WATER TREATMENT RESIDUALS HANDLING Ian Rohrbacher, Treatment Operator IV Background We are a Grade III
Pursuant to Department of Environmental Protection Rules Chapter 555, effective March 9, 2009
APPLICATION FOR ADDITION OF TRANSPORTED WASTES IN WASTEWATER TREATMENT FACILITIES Pursuant to Department of Environmental Protection Rules Chapter 555, effective March 9, 2009 This application is to be
Phosphorus Removal. P.F. Strom, 2006; do not copy without written permission.
Phosphorus Removal Dr. Peter F. Strom, Professor Dept. of Environmental Sciences Cook College, Rutgers University 14 College Farm Road New Brunswick, NJ 08901-8551 (732) 932-8078; strom@aesop.rutgers.edu
Texas Commission on Environmental Quality Page 1 Chapter 217 - Design Criteria for Domestic Wastewater Systems
Texas Commission on Environmental Quality Page 1 217.31. Applicability. SUBCHAPTER B: TREATMENT FACILITY DESIGN REQUIREMENTS 217.31-217.39 Effective August 28, 2008 This subchapter details the design values
WISCONSIN WASTEWATER OPERATORS ASSOCIATION
Integrity. People. Knowledge. WISCONSIN WASTEWATER OPERATORS ASSOCIATION ANNUAL CONFERENCE GREEN BAY Resources. MEETING LOW LEVEL PHOSPHORUS LIMITS BY CHEMICAL ADDITION WHAT IS PHOSPHORUS Atomic # 15 Electron
EXISTING WASTEWATER TREATMENT FACILITIES
Chapter 5 EXISTING WASTEWATER TREATMENT FACILITIES 5.1 THERESA STREET WWTF 5.1.1 Overview The Theresa Street WWTF is the larger of the two wastewater treatment facilities owned and operated by the City
Glossary of Wastewater Terms
Glossary of Wastewater Terms Activated Sludge Sludge that has undergone flocculation forming a bacterial culture typically carried out in tanks. Can be extended with aeration. Advanced Primary Treatment
EXISTING WASTEWATER TREATMENT FACILITIES
Chapter 5 EXISTING WASTEWATER TREATMENT FACILITIES 5.1 THERESA STREET WWTF 5.1.1 Overview The Theresa Street WWTF is the larger of the two wastewater treatment facilities owned and operated by the City.
TABLE OF CONTENTS EXECUTIVE SUMMARY...1 1.0 DESCRIPTION OF EXISTING CONDITIONS... 1-1. 1.1 Population... 1-1. 1.2 Wastewater Flows...
TABLE OF CONTENTS EXECUTIVE SUMMARY...1 1.0 DESCRIPTION OF EXISTING CONDITIONS... 1-1 1.1 Population... 1-1 1.2 Wastewater Flows... 1-1 1.3 Existing Wastewater Facilities... 1-2 1.3.1 City of Celina...
Nutrient Removal at Wastewater Treatment Facilities. Nitrogen and Phosphorus. Gary M. Grey HydroQual, Inc. ggrey@hydroqual.com 201 529 5151 X 7167
Nutrient Removal at Wastewater Treatment Facilities Nitrogen and Phosphorus Gary M. Grey HydroQual, Inc. ggrey@hydroqual.com 201 529 5151 X 7167 1 Agenda Nitrification and Denitrification Fundamentals
Maricopa Association of Governments. Technical Memorandum No. 1 INFRASTRUCTURE DEVELOPMENT COSTS. August 2001
Maricopa Association of Governments Technical Memorandum No. 1 INFRASTRUCTURE DEVELOPMENT COSTS August 2001 3033 NORTH 44TH STREET, SUITE 101 PHOENIX, ARIZONA 85018 (602) 263-9500 FAX (602) 265-1422 Technical
MEMBRANE TECHNOLOGY TREATING OILY WASTEWATER FOR REUSE
MEMBRANE TECHNOLOGY TREATING OILY WASTEWATER FOR REUSE Jeff Peeters, P.Eng. ZENON Environmental Inc. SAWEA 2005 Workshop Al-Khobar Holiday Inn Hotel, Saudi Arabia November 29, 2005 Presentation outline
CHAPTER 1 - EXECUTIVE SUMMARY
Chapter Page CHAPTER 1 - EXECUTIVE SUMMARY 1.1 Background 1-1 1.2 Purpose/ Objectives 1-1 1.3 Flow, Condition and Operation Assessment 1-3 1.4 Class A Biosolids 1-4 1.5 Summary of Recommendations 1-4 CHAPTER
City of Lakeland s Wetlands Treatment System An Overview
An Overview In response to more stringent requirements for wastewater discharges in the early 1980 s, the City explored options for the advanced treatment required, with the Wetland Treatment System proving
Engineers Edge, LLC PDH & Professional Training
510 N. Crosslane Rd. Monroe, Georgia 30656 (770) 266-6915 fax (678) 643-1758 Engineers Edge, LLC PDH & Professional Training Copyright, All Rights Reserved Engineers Edge, LLC An Introduction to Advanced
Northport/Leelanau Township Wastewater Treatment Facility
21 st Century Biofilm Reactors High Quality Yet Simple Operations Northport/Leelanau Township Wastewater Treatment Facility Presented by: Rich Grant, PE Carey Bond, PE Date Presented by: Rich Grant, PE
Minnesota. BMI Project No. M21.037315
Wastewater Treatment Facility Plan City of Paynesville Minnesota BMI Project No. M21.037315 March 2009 TABLE OF CONTENTS EXECUTIVE SUMMARY... 1 A. GENERAL... 1 B. DESIGN PARAMETERS... 1 C. COST ESTIMATES...
Provided below is a description of the processes generating wastewater in a poultry plant and a typical pretreatment and full treatment system.
II. PROCESS OVERVIEW Provided below is a description of the processes generating wastewater in a poultry plant and a typical pretreatment and full treatment system. II.1. Wastewater Generation A typical
CHAPTER 10-2. Section 1 Inventory of Existing Sanitary Sewer Collection and Treatment Facilities
CHAPTER 10-2 SEWAGE COLLECTION AND TREATMENT FACILITIES Section 1 Inventory of Existing Sanitary Sewer Collection and Treatment Facilities 1.1 SANITARY SEWER COLLECTION SYSTEM The City of Washougal operates
CERTIFICATION TO OPERATE WATER AND WASTEWATER TREATMENT SYSTEMS APPLICATION INSTRUCTIONS
COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION STATE BOARD FOR CERTIFICATION OF WATER AND WASTEWATER SYSTEMS OPERATORS CERTIFICATION TO OPERATE WATER AND WASTEWATER TREATMENT SYSTEMS
NUTRIENT REMOVAL WASTEWATER TREATMENT CLIFFORD W. RANDALL, PHD EMERITUS PROFESSOR VIRGINIA TECH
NUTRIENT REMOVAL WASTEWATER TREATMENT CLIFFORD W. RANDALL, PHD EMERITUS PROFESSOR VIRGINIA TECH The Impacts of Excess Nutrients Nitrogen and Phosphorus Are the nutrients that cause over fertilization of
Town of New Castle Utility Department Introduction
Town of New Castle Utility Department Introduction Town of New Castle Utility Department Mission Statement Our commitment is to ensure that our customers receive high quality water and wastewater treatment
BLUE PLAINS - WASHINGTON DC NUTRIENT & ENERGY RECOVERY FACILITY
BLUE PLAINS - WASHINGTON DC NUTRIENT & ENERGY RECOVERY FACILITY DCWater - Mark Ramirez mramirez@dcwater.com 1 District of Columbia Water and Sewer Authority George S. Hawkins, General Manager Introduction
POTW PHOSPHORUS REMOVAL PROCESSES
POTW PHOSPHORUS REMOVAL PROCESSES Ohio Lake Erie Phosphorus Task Force - December 20, 2007 ROBERT M. BONNETT, PE Northeast Ohio Regional Sewer District OUTLINE SOURCES AND FORMS IN WASTEWATER TYPICAL POTW
CHAPTER 8 UPGRADING EXISTING TREATMENT FACILITIES
CHAPTER 8 UPGRADING EXISTING TREATMENT FACILITIES 8-1. General. Upgrading of wastewater treatment plants may be required to handle increased hydraulic and organic loadings to meet existing effluent quality
INTRODUCTION TO THE ADAPTING TO RISING TIDES EXISTING CONDITIONS AND STRESSORS REPORT
INTRODUCTION TO THE ADAPTING TO RISING TIDES EXISTING CONDITIONS AND STRESSORS REPORT The Adapting to Rising Tides (ART) project evaluated the current condition of shoreline and community assets, and the
City of Charlottetown Wastewater Treatment Expansion & Upgrading
City of Charlottetown Wastewater Treatment Expansion & Upgrading Background As Canada s smallest provincial capital, the City of the Charlottetown has a population of approximately 34,000 residents and
Altoona Water Authority. Infrastructure Overview
Altoona Water Authority Infrastructure Overview Mission Statement As stewards of the community s water system, our mission is to provide a clean, safe, reliable water supply and to collect and treat wastewater
5. TREATMENT FACILITIES
5. TREATMENT FACILITIES 5.1. Background... 1 5.2. Nine Springs Wastewater Treatment Plant... 1 5.2.1. Liquid Treatment Facilities... 3 5.2.2. Biosolids Disposal Facilities... 6 5.2.3. Operation and Maintenance
ADVANCED LAGOON TREATMENT TECHNOLOGIES FOR WASTEWATER TREATMENT
ADVANCED LAGOON TREATMENT TECHNOLOGIES FOR WASTEWATER TREATMENT ABSTRACT by Vikram M Pattarkine*, Randall C Chann**, Charles E Tharp** *Brinjac Engineering Inc, 114 North 2 nd Street, Harrisburg, PA 1711
Wastewater. Service Area Concept
Wastewater In Pinellas County, a mature urban county, the majority of the County s wastewater is collected and treated by a regional wastewater system. Very little of the County remains on septic (or onsite
Advanced Wastewater Treatment Process
7 th Workshop on Greenhouse Gas Inventories in Asia Possibly Co-benefit? Advanced Wastewater Treatment Process Tomonori ISHIGAKI Dept. of Environmental Solution Technology Ryukoku University, Japan Introductory
Holistic Aeration and Chemical Optimization Saves Big Money from 1 MGD to 600 MGD. Trevor Ghylin, PE PhD
Holistic Aeration and Chemical Optimization Saves Big Money from 1 MGD to 600 MGD Trevor Ghylin, PE PhD Outline Background Case Study: Sterno, Sweden (~1.8 MGD) 65% Aeration Energy Reduction Case Study:
Using An Environmental Management System to Optimize Performance And Achieve Sustainability
Using An Environmental Management System to Optimize Performance And Achieve Sustainability Andrew Kricun, P.E. Deputy Executive Director / Chief Engineer Camden County Municipal Utilities Authority Camden,
Process and Energy Audits at Water and Wastewater Facilities. Thomas Devine, CAP, CEM, LEED AP April 25 2012
Process and Energy Audits at Water and Wastewater Facilities Thomas Devine, CAP, CEM, LEED AP April 25 2012 Presentation Outline Types of Audits Benchmarking Submetering Data Collection/Information Gathering
Section 8 Treatment Options
Section 8 Treatment Options 8.1 Introduction As presented in Section 4, the future wastewater flows to be treated by the City in the year 2020 are estimated to be 531 million gallons per day (mgd) for
ANAEROBIC/ANOXIC TANKS
PROCESS DESCRIPTION In the anaerobic/anoxic tanks, wastewater is prepared for further treatment in the biological reactors. Denitrification and luxury uptake of phosphorus take place by mixing a food source
Module 17: The Activated Sludge Process Part III
Wastewater Treatment Plant Operator Certification Training Module 17: The Activated Sludge Process Part III Revised October 2014 This course includes content developed by the Pennsylvania Department of
Environmental Science 101 Waste. Fall 2012. Lecture Outline: Terms You Should Know: Learning Objectives: Reading Assignment: Chlorinated.
Environmental Science 101 Waste Fall 2012 1 Lecture Outline: 17. SEWAGE DISPOSAL A. Sewage Handling B. Raw Sewage C. Wastewater Treatment Steps D. Individual Septic Systems E. Taking Stock Learning Objectives:
Energy Efficiency Strategies for Municipal Wastewater Treatment Facilities
Energy Efficiency Strategies for Municipal Wastewater Treatment Facilities J. Daw and K. Hallett National Renewable Energy Laboratory J. DeWolfe and I. Venner Malcolm Pirnie, the Water Division of ARCADIS
Extractive nutrient recovery represents a
FWRJ Extractive Nutrient Recovery is a Mature Option for Managing Phosphorus in Sidestreams Wendell O. Khunjar, Paul Pitt, Ronald Latimer, Enrique Vadiveloo, Katya Bilyk, Vivi Nguyen, Laurissa Cubbage,
Asset Management Answering the 5 Core Questions
Asset Management Answering the 5 Core Questions by Timothy Taber, PE Barton & Loguidice Page 1 Drivers Asset Management Case Study 1. What is the current state of my assets? 2. What is my required sustainable
Aeration Efficiency Guide
Aeration Efficiency Guide Environmental Dynamics InTernational EDI specializes in the research, development, and application of advanced technology aeration and biological treatment solutions for municipal
Water Recycling in action in South Australia: a review of agricultural and municipal reuse schemes and innovation.
Water Recycling in action in South Australia: a review of agricultural and municipal reuse schemes and innovation. S. Rinck-Pfeiffer * Veolia Water/United Water, Parkside, GPO Box 1875, Adelaide, South
Technical Feasibility of a Wet Weather Flow Treatment Facility
Wastewater Master Plan DWSD Project No. CS-1314 Technical Feasibility of a Wet Weather Flow Treatment Facility Technical Memorandum Original Date: August 9, 2001 Revision Date: September 2003 Author: Tetra
Package Treatment Plant Policy and Procedure
Package Treatment Plant Policy and Procedure PURPOSE There has been increased interest in the use of package treatment plants for new development proposals in the County. Current review procedures are
Facilities Plan. Wastewater Treatment Facility. Detroit Lakes, Minnesota. January 23, 2015. SEH No. DLPUC 127205
Facilities Plan Wastewater Treatment Facility Detroit Lakes, Minnesota SEH No. DLPUC 127205 January 23, 2015 Table of Contents 1.0 Introduction... 1 2.0 Regulatory Requirements... 1 3.0 Facility Planning...
Looking after your Septic Tank System
Looking after your Septic Tank System Name: Bought to you by Address: File this in your property file. 0800 TO FLUSH Call 0800 TO FLUSH 1 What do you know about your septic tank system? Just like your
This document contains the Connecticut regulations concerning the Wastewater Treatment Facility Operator Certification. These regulations became
This document contains the Connecticut regulations concerning the Wastewater Treatment Facility Operator Certification. These regulations became effective on June 5, 2000. This document was prepared by
Ann Arbor Wastewater Treatment Plant Facilities Renovations Project September 2015
Ann Arbor Wastewater Treatment Plant Facilities Renovations Project September 2015 The Facilities Master Plan was completed in 2004 and identified the need for improvements to the City of Ann Arbor s Wastewater
How To Calculate An Average Daily Flow
DESIGN GUIDELINES FOR WASTEWATER FACILITIES MARYLAND DEPARTMENT OF THE ENVIRONMENT ENGINEERING AND CAPITAL PROJECTS PROGRAM 2013 Purpose: Recommended Standards for Wastewater Facilities (as revised) for
Alberta Environment Standards for Advanced Waste Systems
Alberta Environment Standards for Advanced Waste Systems + Alberta Rural Organic Waste to Resources Network + George Neurohr Regional Municipal Engineer Grande Prairie, Alberta May 1, 2012 Contents: Introduction
lforrnation Requir C -INF lucture & OPER eraf - Drawing No. 5270-2910 - Drawing No. 5270-2911
C -INF eraf - lucture & OPER lforrnation Requir Outline Description of the Treatment Process at Kiicioon WWTP 8 Agglomeration - Drawing No. 5270-2910 Co n se nt o f c Fo op r i yr ns ig pe ht ct ow ion
CREATING A GREEN FUTURE THROUGH WATER REMEDIATION
CREATING A GREEN FUTURE THROUGH WATER REMEDIATION Cornerstone Principles for Conducting Business Active Treatment Systems, Inc. goes to great lengths to instill in every employee the importance of ethical
SMALL COMMUNITY TREATMENT PLANT EXPANSION WHILE IN OPERATION USING ADVANCED TECHNOLOGY
SMALL COMMUNITY TREATMENT PLANT EXPANSION WHILE IN OPERATION USING ADVANCED TECHNOLOGY Adel Bassyouni, HDR Engineering, Guillermo Garcia, HDR Engineering, Don Mc Dermott, Viejas Public Works Department
Experts Review of Aerobic Treatment Unit Operation and Maintenance. Bruce Lesikar Texas AgriLife Extension Service
Experts Review of Aerobic Treatment Unit Operation and Maintenance Bruce Lesikar Texas AgriLife Extension Service Overview Overview of Aerobic Treatment Units Installing for accessibility to system components
NPDES Permit No. IL0020737. Notice No. SKT:13120601.bah. Public Notice Beginning Date: April 9, 2014. Public Notice Ending Date: May 9, 2014
Public Notice/Fact Sheet Issued By: Notice No. SKT:13120601.bah Public Notice Beginning Date: April 9, 2014 Public Notice Ending Date: May 9, 2014 National Pollutant Discharge Elimination System (NPDES)
research highlight Remote Monitoring and Control of On-Site Wastewater Treatment, Recycling, and Reuse Systems
research highlight October 2005 Technical Series 05-110 Remote Monitoring and Control of On-Site Wastewater Treatment, Recycling, and Reuse Systems Introduction On-site wastewater treatment systems conventional
Life cycle energy and greenhouse gas emissions of an integrated water management system, City of Clearwater, FL
Life cycle energy and greenhouse gas emissions of an integrated water management system, City of Clearwater, FL Behnaz H. Zaribaf a, Qiong Zhang a, Nan Bennett b a Department of Civil and Environmental
5. Environmental Analysis
5.11 The potential for adverse impacts on utilities and service systems was evaluated based on information concerning current service levels and the ability of the service providers to accommodate the
Appendix B: Water Treatment Scenarios from AMD Treat
Appendix B: Water Treatment Scenarios from AMD Treat 103 of 104 Jeddo Tunnel Abandoned Mine Drainage Passive vs. Active Treatment Cost Estimates Provided by Office of Surface Mining AMD Treat Software
CENTRAL ARIZONA SALINITY STUDY ---- Phase I. Technical Appendix O. Municipal TDS Research
CENTRAL ARIZONA SALINITY STUDY ---- Phase I Technical Appendix O Municipal TDS Research Introduction Water availability and quality are among the world s most important environmental issues. Demand for
Floating Treatment Wetland Technology: Nutrient Removal from Wastewater
Floating Treatment Wetland Technology: Nutrient Removal from Wastewater This case study illustrates the Floating Island International (FII) patented floating treatment wetland (FTW) technology and its
COD/BOD 5 Reduction with ROTAMAT Fine and Micro Screens
COD/BOD 5 Reduction with ROTAMAT Fine and Micro Screens Removal of particulate material from wastewater Eco-efficient use of capital Water pollution control through maximum COD/BOD 5 reduction Service
aquateam Aquateam - Norwegian Water Technology Centre A/S Report no: 02-051 Project no: O-02033 Project manager: Dr. Bjørn Rusten.
Feasibility study of biological wastewater treatment plants with Salsnes Filter fine mesh sieve primary treatment compared to plants without primary treatment Aquateam - Norwegian Water Technology Centre
PREPARING INDUSTRIAL ENGINEERING REPORTS
PREPARING INDUSTRIAL ENGINEERING REPORTS EARLE HARTLING, LOS ANGELES COUNTY SANITATION DISTRICT JOHN ROBINSON, JOHN ROBINSON CONSULTING, INC WateReuse LA Chapter December 2, 2014 Presentation Overview
City of Jackson Wastewater Treatment Facility Improvements
City of Jackson Wastewater Treatment Facility Improvements Project Report Prepared for: City of Jackson Prepared by: Stantec Consulting Services Inc. 101 Providence Mine Road, Suite 202 Nevada City, CA
INFORMATION SHEET ORDER NO. R5-2011-XXXX TRIANGLE ROCK PRODUCTS, INC. FLORIN ROAD AGGREGATE PLANT SACRAMENTO COUNTY
ORDER NO. R5-2011-XXXX INFORMATION SHEET Background Triangle Rock, Inc. (Discharger) submitted a Report of Waste Discharge (RWD) on 23 August 2010. The Discharger is expanding the mining operations at
On-site Treatmentt for Domestic Wastewater in Thailand Suwanna. K. Boontanon Mahidol Univ. 2
WEPA International Workshop 2013 Cambodia On-site Treatment for Domestic Wastewater in Thailand Suwanna Kitpati Boontanon Assistant Professor, Faculty of Engineering Mahidol University February 18, 2013
Biological wastewater treatment plants of BIOGEST
Biological wastewater treatment plants of BIOGEST by: Thorsten ten Neuerer and Markus Batschauer from: BIOGEST AG, Taunusstein The so-called batch technology represents a particularly interesting and effective
IMPACT OF CHEMICALS ADDITION IN WATER/WASTEWATER TREATMENT ON TDS CONCENTRATION AND SLUDGE GENERATION Jurek Patoczka, PhD, PE Hatch Mott MacDonald 27 Bleeker Str., Millburn, NJ 07041 (973) 912 2541 jurek.patoczka@hatchmott.com
Sewerage Management System for Reduction of River Pollution
Sewerage Management System for Reduction of River Pollution Peter Hartwig Germany Content page: 1 Introduction 1 2 Total emissions 3 3 Discharge from the wastewater treatment plants 4 4 Discharge from
MUNICIPAL WASTEWATER TREATMENT PLANT ENERGY EVALUATION FOR ITHACA AREA WASTEWATER TREATMENT FACILITY
MUNICIPAL WASTEWATER TREATMENT PLANT ENERGY EVALUATION FOR ITHACA AREA WASTEWATER TREATMENT FACILITY Agreement No. 7185 Prepared for THE NEW YORK STATE ENERGY RESEARCH AND DEVELOPMENT AUTHORITY Albany,
Operation & Maintenance Manual SYSTEM NAME
Operation & Maintenance Manual and Maintenance Log FOR SYSTEM NAME FLORIDA RURAL WATER ASSOCIATION 2970 Wellington Circle ~ Tallahassee FL 32309 Telephone: 850-668-2746 ~ Fax: 850-893-4581 E-mail: FRWA@frwa.net
RULE 8-8 - ORGANIC COMPOUNDS - WASTEWATER COLLECTION AND SEPARATION SYSTEMS
BAY AREA AIR QUALITY MANAGEMENT DISTRICT RULE 8-8 - ORGANIC COMPOUNDS - WASTEWATER COLLECTION AND SEPARATION SYSTEMS (ADOPTED: January 17, 1979) (AMENDED: November 1, 1989; October 6, 1993; June 15, 1994;
City of Monroe Wastewater System Report
2013 City of Monroe Wastewater System Report Protecting the environment is a top priority for the City of Monroe Water Resources Department. We are pleased to present our annual Wastewater System Report.
Sanitary Sewer Overflow Report Form
Preliminary report Final report Revised final report Sanitary Sewer Overflow Report Form Sanitary Sewer Overflow Sequential Tracking Number: Reported to: Sent Regional Board a fax Left Regional Board a
OPTIMIZING BIOLOGICAL PHOSPHORUS REMOVAL FROM AN SBR SYSTEM MIDDLEBURY, VT. Paul Klebs, Senior Applications Engineer Aqua-Aerobic Systems, Inc.
OPTIMIZING BIOLOGICAL PHOSPHORUS REMOVAL FROM AN SBR SYSTEM ABSTRACT MIDDLEBURY, VT Paul Klebs, Senior Applications Engineer Aqua-Aerobic Systems, Inc. The Middlebury Wastwater Treatment Plant, located
Outline. Background. NFPA 820 Applicability to Wastewater Treatment Facilities. Hazardous Area Classifications. Treatment Plant Area Classifications
Outline Background NFPA 820 Applicability to Wastewater Treatment Facilities Hazardous Area Classifications Treatment Plant Area Classifications Locations of Concern Background NFPA 820 Standard for fire
6.2 ADVANCED WASTEWATER TREATMENT PROCESS PERFORMANCE
6.1 INTRODUCTION Wastewater treatment process considerations must be updated from the 2002 Wastewater Facilities Plan and the 2003 Wastewater Facilities Plan Amendment to account for the extremely low
Phosphorus Removal in Wastewater Treatment
RESEARCH & DEVELOPMENT REPORT NO. Phosphorus Removal in Wastewater Treatment (Final Report) Research and Development Section Electrical & Mechanical Projects Division Nov 2013 Final Report endorsed by
Recycle treated effluent to meet looi of the facility's non-potable water needs. nutrient removal and activated carbon adsorption.
INNOVATIVE ADVANCED T R. U m SY- ACHIEVES "ZERO DISCBARGE" Dal6 E. Chaudhary, P.E., Vice President Robert E. Hagadorn, P.E., Senior Vice President Bazen and Savyer Environmental Engineers C Scientist,