San Diego Citizen s Forum. USIBWC San Diego Field Office
|
|
|
- Curtis Phillips
- 8 years ago
- Views:
Transcription
1 San Diego Office Update San Diego Citizen s Forum Steve Smullen, Area Operations Manager USIBWC San Diego Field Office August 25, 2011
2 SAN DIEGO OFFICE ACTIVITIES Flood Control Tijuana River Flood Control Project Water Quality South Bay International Wastewater Treatment Plant Boundary Demarcation Ports of Entry, San Diego County, Monuments Tijuana Emergency Water Deliveries i Tijuana River Valley Recovery Team
3 Tijuana River Valley
4 TIJUANA RIVER WATERSHED 1,725 square miles, 2/3 in Mexico River flows north into ocean at Imperial Beach Morena and Barrett Dams in the U.S. operated by City of San Diego for water conservation Carrizo and Rodriguez Dams in Mexico operated by National Water Commission for water conservation and flood control
5 TIJUANA RIVER WATERSHED
6 TIJUANA RIVER WATERSHED Barrett Dam San Diego, California Rodriguez Dam Tijuana, Mexico
7 TIJUANA RIVER FLOOD CONTROL PROJECT International flood control project; constructed in 1970s per Minutes 225, 236, and 258 Design flood of 135,000 cfs, the maximum flood that can reasonably be expected Mexico has a 2.7-mile concrete-lined channel Original plan for 5.3 mile concrete-lined channel in U.S. scaled back at request of City of San Diego U.S. constructed a 1200-ft. concrete-lined channel connected to 3700-ft. long velocity reduction structure; levees extend to Dairy Mart Road U.S. levee height of feet USIBWC responsible for maintenance of U.S. portion
8 TIJUANA RIVER FLOOD CONTROL PROJECT Channel at international boundary During Dec storm. Flooding occurred downstream from IBWC project.
9 FLOOD WARNING SYSTEM Binational flood warning system for Tijuana River established per 2003 agreement System of rain gages and stream gages provides real-time data accessible to emergency managers in both countries Encompasses Morena Lake, points east to Tecate, and west to the coast Automatic Local Evaluation ation in Real Time (ALERT) system maintained by San Diego County in U.S. and IBWC in Mexico
10 FLOOD WARNING SYSTEM
11 Boundary Demarcation Boundary demarcation Demarcation at ports of entry Repair or replacement of monuments Address boundary encroachments Boundary Monument
12 Monument 258
13 Port of Entry Delineation Boundary Demarcation San Ysidro, CA Port-of-Entry Markings Otay Mesa, CA
14 Tijuana Emergency Connection Minute 314 (2008) Provides for emergency delivery of a portion of Mexico s allotment of Colorado River water through California conveyance system Various U.S. entities cooperated: SDCWA MWD Otay Water District Mexico pays all costs Connection at Otay Mesa
15 SANITATION - MINUTE NO. 283 (1990) To address flow of sewage into the U.S. via the Tijuana River Mexico to help fund a wastewater treatment plant in San Diego in lieu of a planned plant in Tijuana Secondary treatment level in accordance with more stringent U.S. standards Construction of an ocean outfall by the U.S.
16 SOUTH BAY INTERNATIONAL WASTEWATER TREATMENT PLANT Located on Clearwater Way, next to San Diego s South Bay Water Reclamation Plant. Plant capacity of 25 mgd advanced primary plant completed 1997 Construction of the secondary plant began Jan 2009 and was completed April Cost = $93M. Provides secondary treatment to sewage emanating from Tijuana Mexico paid a portion of capital costs, continues to contribute to O & M, approx $1.8M/ year + all solids disposal. O&M cost share is based on treated flow. Treated effluent discharged d 3.5 miles offshore via South Bay Ocean Outfall
17 SOUTH BAY OCEAN OUTFALL
18 SOUTH BAY INTERNATIONAL WWTP
19 Construction Status Contract Completion Date 8/31/11 Secondary Compliance Date 1/5/11 Award Amount: $87,637,816 Current Contract Amount: $92,984,692 Contract Obligation are complete except for warranty items
20 Plant Operations Bypassing flow around secondary has been resolved. Permit requirements generally met in Feb-May 2011 timeframe Upset in June 2011 may have been result of increased metals in influent (chromium, iron, nickel, copper)
21 Effluent Quality Effluent violations in July thought to be result of higher peak flows causing hydraulic issue and solids washout. Discovered to be result of low DO at peak flows. Since early Aug, TSS/CBOD averaging <20 mg/l. Permit is 30/25 Acute Toxicity all tests passing
22 Wastewater Infrastructure USIBWC, CESPTT (Tijuana Utility) Four WWTPs SBIWTP (US-25 mgd), Arturo Herrera (MX-10 mgd), La Morita (MX-6 mgd), San Antonio de los Buenos (MX-25 mgd) Pump Station No. 1, PS CILA, smaller lift stations (MX) Canyon collection facilities (US)
23 Mexican Wastewater Facilities San Antonio WWTP 25 mgd
24 San Antonio de los Buenos 75 1er. Trimestre 2do.. Trimestre 3er.. Trimestre 4to. Trimestre
25 Arturo Herrera WWTP 10.5 mgd (currently treating ti 5 mgd)
26 La Morita WWTP- (5.8 mgd currently treating ti 2 mgd)
27 Arturo Herrera La Morita
28 Canyon Collectors Canyons flowing north from Mexico to US (high risk due to passage/sheltering of illegals Stewarts Drain) Necessary in case of failure of Mexico lift stations may result in sewage spills in the US Small concrete weirs and diversion boxes with gravity flow to larger pump p stations (Smugglers Gulch above left ) Largest two recently rebuilt as part of Border Fence
29 Pump Station CILA Pump Station CILA diverts Tijuana River flows into 1) sewer system or 2) reclaimed water system TJ River flows are combination of 7 mgd of sec effluent, storm runoff and wastewater discharges Eliminates dry weather flow into the US, wet weather flows continue to plague US beaches
30 Tijuana River Flow Two sources - 1) runoff from the Tijuana River Watershed and 2) secondary effluent from Arturo Herrera and La Morita WWTPs. Runoff includes uncontrolled flow from a full Barrett Dam in the US or a full Rodriguez Dam in Mexico, and from undammed portions of the watershed during rainy periods. Effluent flow is continuous and steady and is not influenced by rainfall. In accordance with Mexican policy, when flows exceed 1000 lps (about 23 mgd), Pump Station CILA is shut down. US and Mexico are in discussions to increase this number.
31 Sistema actual de Alejamiento de Aguas Superficiales ` ` Agua proyecto morado Agua tratada Agua proyecto morado mezclada Agua negra
32 Reservoir Levels City Water Department is drafting Barrett and transferring water to Lower Otay Reservoir using Dulzura Flume As of 7/27/11, Barrett was being drafted at 5 mgd and by first week in Aug will increase to 20 mgd Continue to draft at that rate through 2012 to lower Barrett 50 feet. Rodriguez Dam was at 25% capacity in Feb 2011, now at 17%
33 Bi-national Challenges IBWC
34 Joint Operation of Pump Station ti No.1 and SBIWTP SBIWTP takes flow just upstream of PS No.1 wet well During maintenance periods, SBIWTP must take all flow from Mexico for short periods. Alternatively, during special operations at SBIWTP, Mexico is required to pump all flow. These periods usually occur during overnight hours. PS No.1 has no Emergency Generator Quarterly Operations Meetings- CESPTT, IBWC, Veolia to discuss/resolve issues
35 NPDES Permit Compliance Higher flows to SBIWTP must be accounted for within 30 days NTE 25 mgd in 30 day average Sampling in Mexico at 3 surf stations for US NPDES permit Dumping of concentrated t loads may cause plant upsets/violations monitoring sewer er overflows/ww spills draft NPDES permit expected end of 2011.
36 Sludge Hauling Mexico Responsible for Solids Disposal - Landfilled d at San Antonio de los Buenos Treatment Plant Special Gates in Border Fence to Expedite Passage Poses Security Risk, Drivers have Commission IDs
37 TIJUANA RIVER VALLEY RECOVERY TEAM Initiated by Regional Water Quality Control Board in 2008 to facilitate future issuance of Total Maximum Daily Load limits for solid waste and sediment Group of 20 agencies and stakeholder groups with policy oversight Focus is to implement a recovery plan for the TJ River Valley Tijuana River estuary is unique in Southern CA because it has not been bisected by urban corridors
38 Tijuana River Valley Recovery Team - Trash and Sediment
39 Trash and Sediment TJ River Flood Control Project Sediment/Trash Removal planned for FY Permit 401 Water Quality Cert Coastal Consistency Determination R l f di t f G t C Removal of sediment from Goat Canyon basins and invasives removal & restoration d/s of the basins SBIWTP construction mitigation planned for this fall.
40 Tijuana River Sediment Removal
41 Tijuana River Sediment Removal
42 INTERNATIONAL BOUNDARY AND WATER COMMISSION, UNITED STATES AND MEXICO UNITED STATES SECTION (619)
New River Cleanup. Progress & Emerging Threats
C R W Q New River Cleanup Progress & Emerging Threats C B California Regional Water Quality Control Board- Colorado River Basin Jose L. Angel, Principal Engineer, Assistant Executive Officer 1 New River
REPORT COMPARING THE COST AND TIMELINES FOR CONSTRUCTION OF SECONDARY WASTEWATER TREATMENT FACILITIES IN THE UNITED STATES AND IN MEXICO FOR THE
REPORT COMPARING THE COST AND TIMELINES FOR CONSTRUCTION OF SECONDARY WASTEWATER TREATMENT FACILITIES IN THE UNITED STATES AND IN MEXICO FOR THE TREATMENT OF TIJUANA SEWAGE TABLE OF CONTENTS Section Page
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
Source Water Protection Practices Bulletin Managing Sanitary Sewer Overflows and Combined Sewer Overflows to Prevent Contamination of Drinking Water
United States Office of Water EPA 916-F-01-032 Environmental Protection (4606) July 2001 Agency Source Water Protection Practices Bulletin Managing Sanitary Sewer Overflows and Combined Sewer Overflows
Greater Los Angeles County Region
Attachment 6 Greater Los Angeles County Region IRWM Implementation Grant Proposal Monitoring, Assessment, and Attachment 6 consists of the following items: Monitoring, Assessment, and. The purpose of this
ROSE CREEK WATERSHED HYDROLOGIC, HYDRAULIC, SEDIMENT TRANSPORT, AND GEOMORPHIC ANALYSES TASK 1 EXISTING DATA AND INFORMATION SUMMARY REPORT BACKGROUND
ROSE CREEK WATERSHED HYDROLOGIC, HYDRAULIC, SEDIMENT TRANSPORT, AND GEOMORPHIC ANALYSES TASK 1 EXISTING DATA AND INFORMATION SUMMARY REPORT BACKGROUND The Rose Creek Watershed (RCW) consists of three planning
Rouge River Watershed, MI Region 5. Community Case Study ROU-1. Number of CSO Outfalls. Combined Sewer Service Area. Wastewater Treatment Capacity
Community Case Study Rouge River Watershed, MI Region 5 Number of CSO Outfalls 168 Combined Sewer Service Area 93 square miles Wastewater Treatment Capacity 1,700 mgd (primary) 930 mgd (secondary) Receiving
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
Water Resources Collections and Archives University of California
Water Resources Collections and Archives University of California Title: River Restoration for a Socially and Ecologically Devastated Border City Author: Friedman, Noah, University of California, Berkeley
Draft Photo Documentation Update for Proposition 13 Grant Agreement No. San Diego Region McClellan-Palomar Airport Water Quality Treatment Facility
Draft Photo Documentation Update for Proposition 13 Grant Agreement No. San Diego Region McClellan-Palomar Airport Water Quality Treatment Facility Prepared For: County of San Diego DPW 555 South Overland
High-Rate Retention Treatment Facility for CSO Control in Windsor Riverfront East
High-Rate Retention Treatment Facility for CSO Control in Windsor Riverfront East Jian Li, Ph.D., P.Eng., PE Senior Environmental Engineer Stantec Consulting Ltd. Water & Wastewater Treatment BMP Forum
DRAFT Public Outreach Document for What s an SSMP?
DRAFT Public Outreach Document for What s an SSMP? This easy to read document is developed and provided to interested parties to assist in educating cities, agencies, their management, elected officials
Storm Drain System Operation and Maintenance
Santa Clara Valley Urban Runoff Pollution Prevention Program PUBLIC AGENCY ACTIVITIES Performance Standard and Supporting Documents for Storm Drain System Operation and Maintenance December 19, 1996 March
RESTORATION AND ENHANCEMENT OF SOUTHERN CALIFORNIA LAGOONS
RESTORATION AND ENHANCEMENT OF SOUTHERN CALIFORNIA LAGOONS by Hany Elwany, Ph.D. Scripps Institution of Oceanography Headwaters to Oceans Conference 25 October 2003 CE Ref #03-22 San Diego County Lagoons
COMBINED SEWER OVERFLOW OPERATIONAL AND MAINTENANCE PLAN SUMMARY
COMBINED SEWER OVERFLOW OPERATIONAL AND MAINTENANCE PLAN SUMMARY Revised: April 2014 Village of Wilmette, Illinois NPDES CSO Permit No. ILM580012 Chapter 1 Introduction This Operational and Maintenance
How To Manage Runoff In Southern California
100 YEARS OF RUNOFF MANAGEMENT IN SOUTHERN CALIFORNIA By John Hogan, P.E. Past-President LA Section and Member 2013 Centennial Committee Civil Engineers help build a better world. The work we do directly
City of East Lansing CSO Control Facility Evaluation Demonstrative Approach to Meet WQS
City of East Lansing CSO Control Facility Evaluation Demonstrative Approach to Meet WQS Jeff Johnston, East Lansing WWTP Superintendent & Tom Maxwell, P.E., Hubbell, Roth & Clark, Inc. East Lansing CSO
Kansas City s Overflow Control Program
Kansas City s Overflow Control Program Kansas City Water Services Water Wastewater Stormwater 2 Water Services Department 1000 Positions 835 Employees 3 Utilities FY 13/14 Budget = $307 million Water Wastewater
PERMITTEE/FACILITY NAME: City of Detroit Water and Sewerage Department / Detroit Wastewater Treatment Plant
Permit No. MI0022802 FACT SHEET PERMITTEE/FACILITY NAME: City of Detroit / Detroit Wastewater Treatment Plant COUNTY: Wayne DESCRIPTION OF EXISTING WASTEWATER TREATMENT FACILITIES: The Detroit (DWSD) owns
Chapter 6 INFRASTRUCTURE ELEMENT 6.1 INTRODUCTION 6.2 AUTHORITY FOR THE ELEMENT 6.3 KEY THEMES AND VISION FOR GENERAL PLAN
Chapter 6 INFRASTRUCTURE ELEMENT 6.1 INTRODUCTION Public infrastructure is an important support network for the City. Well-designed and maintained infrastructure systems are critical to the community s
FLOOD FORECASTING PRACTICE IN NORTHERN CALIFORNIA
FLOOD FORECASTING PRACTICE IN NORTHERN CALIFORNIA California Department of Water Resources Post Office Box 219000, Sacramento, California 95821 9000 USA By Maurice Roos, Chief Hydrologist ABSTRACT Although
Agua Hedionda Creek Flood Plain Information; Department of Army, Los Angeles District,
Bibliography Agua Hedionda Creek Flood Plain Information; Department of Army, Los Angeles District, California and Maps. US Army Corps of Engineers July 1973 pg. 24 Aqua Hedionda Lagoon Foundation Framework
TITLE VIII TIJUANA RIVER VALLEY ESTUARY AND BEACH CLEANUP
PUBLIC LAW 106 457 NOV. 7, 2000 114 STAT. 1977 Woahink Lake, Oregon; Highland Lake, Connecticut; Lily Lake, New Jersey; Strawbridge Lake, New Jersey; Baboosic Lake, New Hampshire; French Pond, New Hampshire;
Toronto s Wet Weather Flow Master Plan
Toronto s Wet Weather Flow Master Plan 1. The Master Plan 2. The Don And Waterfront Study 3. What the Individual Can Do Wet Weather Flow Management Master Plan 2000 Storm Presentation to Don Mouth Naturalization...
Southeast Arizona Citizens Forum. Nogales, Arizona. April 07, 2011. *Tentative Meeting Notes*
Southeast Arizona Citizens Forum Nogales, Arizona April 07, 2011 *Tentative Meeting Notes* Board Members in Attendance Alejandro Barcenas Ben Lomeli Bill Odle Emily Brott James Barr Jenny Neely John Ladd
CITY OF HIGHLAND PARK, ILLINOIS Stormwater Management Fact Sheet
CITY OF HIGHLAND PARK, ILLINOIS Stormwater Management Fact Sheet WHAT IS STORMWATER MANAGEMENT? Stormwater management is the method for channeling rainfall through pipes and sewers away from property to
5.14 Floodplains and Drainage/Hydrology
I-70 East Final EIS 5.14 Floodplains and Drainage/Hydrology 5.14 Floodplains and Drainage/Hydrology This section discusses floodplain and drainage/hydrology resources and explains why they are important
Director of Utilities. Manager. Regulatory Compliance Supervisor. Distribution Supervisor. Utilities Analyst. Account Clerk. Water
DEPARTMENT ORGANIZATIONAL CHART WATER RESOURCES Director of Utilities Secretary Resources Manager Business Services Manager Utilities Engineer Resources Supervisor Distribution Supervisor Utilities Project
Basement Flood Risk Reduction City of Winnipeg. Charles Boulet
Basement Flood Risk Reduction City of Winnipeg Charles Boulet Outline Background Winnipeg Floodway Rain Events Winnipeg Sewer System Basement Flooding Flood Reduction Measures ICLR - BFRR Strategy 2 Where
Flood Risk Management
Flood Risk Management Value of Flood Risk Management Every year floods sweep through communities across the United States taking lives, destroying property, shutting down businesses, harming the environment
Flood Risk Management
Flood Risk Management Value of Flood Risk Management Value to Individuals and Communities Every year floods sweep through communities across the United States taking lives, destroying property, shutting
Community Workshop 5. Overarching Goals for Machado Lake Ecosystem and Wilmington Drain Multi-Use Projects
City of Los Angeles Department of Public Works Bureau of Engineering Machado Lake Ecosystem Rehabilitation Project & Wilmington Drain Multi-Use Project Community Workshop 5 February 24, 2009 In association
INTRODUCTION AND BACKGROUND
Chapter 1 INTRODUCTION AND BACKGROUND 1.1 INTRODUCTION The City of Lincoln s Sewer System Management Program (SSMP) generally describes the City s sanitary sewer system operation and maintenance procedures,
APPENDIX M-2 SANITARY SEWER TECHNICAL MEMORANDUM. Stadium Reconstruction EIR
APPENDIX M-2 SANITARY SEWER TECHNICAL MEMORANDUM Stadium Reconstruction EIR Appendices \ AECOM Technical Services, Inc 401 West A Street Suite 1200 San Diego, CA 92101 www.aecom.com 619-610-7600 tel 619-610-7601
How To Recover From A Flood In Bundaberg
BUNDABERG FLOODS NOW THE MUD HAS DRIED FLOOD RECOVERY AT MILLBANK Paper Presented by: Kym Kneebone Author: Kym Kneebone, Assistant Coastal Treatment Co-ordinator, Bundaberg Regional Council 37th Annual
Otay Mesa - Mesa de Otay Binational Corridor Strategic Plan
Otay Mesa - Mesa de Otay Binational Corridor Strategic Plan 1 Otay Mesa Mesa de Otay Binational Corridor Strategic Plan Background Collaboration Approach Strategic Planning Process Next Steps 2 Project
3.1.8 Utilities and Service Systems
3.1.8 Utilities and Service Systems This section discusses potential impacts to utilities and service systems, including water, wastewater, and solid waste hauling and disposal, resulting from the implementation
Addressing Declining Elevations in Lake Mead
Integrated Resource Planning Advisory Committee July 23, 2014 Addressing Declining Elevations in Lake Mead 1 Meeting Topics Drought update Attribute finalization Interbasin Cooperation Intake Pumping Station
Click to edit Master title style
Click to edit Master title style Sewer System Improvement Program (SSIP) Karen Kubick, PE Wastewater Enterprise Capital Program Director San Francisco Public Utilities Commission Construction Managers
HYDROLOGIC/HYDRAULIC MODELING OF WESTMINSTER WATERSHED ORANGE COUNTY, CALIFORNIA
HYDROLOGIC/HYDRAULIC MODELING OF WESTMINSTER WATERSHED ORANGE COUNTY, CALIFORNIA James Chieh, Ph.D., P.E., Senior Hydraulic Engineer, USACE, Los Angeles, California, Shih.H.Chieh@usace.army.mil; Jay Pak,
Monterey Regional Water Pollution Control Agency. Sewer System Management Plan
Monterey Regional Water Pollution Control Agency Sewer System Management Plan March 31, 2013 Sewer System Management Plan Introduction I. Goals II. Organization III. Legal Authority IV. Operation and Maintenance
APPENDIX F. Baker County. Mason Dam Hydroelectric Project FERC No. P-12686. Turbidity Monitoring Plan
APPENDIX F Baker County Mason Dam Hydroelectric Project FERC No. P-12686 Turbidity Monitoring Plan April 2011 857 Table of Contents 1.0 Introduction 1 2.0 Purpose and Scope 2 3.0 Turbidity Monitoring and
City of Los Angeles Bureau of Sanitation Business Development Services
City of Los Angeles Bureau of Sanitation Business Development Services OUR MISSION IS TO PROTECT PUBLIC HEALTH AND THE ENVIRONMENT TABLE OF CONTENTS BUSINESS DEVELOPMENT SERVICES...2-5 EFFORTS TO FACILITATE
Post-Flood Assessment
Page 1 of 7 Post-Flood Assessment CHAPTER 4 AGENCY COORDINATION Agency coordination is an essential element for the operation of the flood management systems in the Central Valley. Due to the nature of
The Donut Hole Sunset The San Francisco-Pacifica Exclusion Zone
The Donut Hole Sunset The San Francisco-Pacifica Exclusion Zone Changes to the exclusionary factors since designation Presentation to the Gulf of the Farallones National Marine Sanctuary Advisory Council
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
COMBINED SEWER OVERFLOW LONG-TERM CONTROL PLAN Executive Summary
CITY OF LAKEWOOD COMBINED SEWER OVERFLOW LONG-TERM CONTROL PLAN Executive Summary MAY 2006 storage conveyance treatment performance Prepared for: City of Lakewood, Ohio Prepared by: Metcalf & Eddy of Ohio,
Foothill Municipal Water District Recycled Water Project
Foothill Municipal Water District Recycled Water Project Update to Incorporate a Watershed Approach Introduction This paper will describe the Foothill Municipal Water District (FMWD) Recycled Water Project,
The Clean Water Project What Is The Stormwater Impact?
The Clean Water Project What Is The Stormwater Impact? Presentation To: Seminar On Water Issues Bob Weimar, PE, BCEE Chief of Program Management The Metropolitan District Sewage Overflows Have Become More
Lower Raritan Watershed Management Area Stormwater & Flooding Subcommittee Strategy Worksheet LRSW-S3C1
Strategy Name: Reduce Existing Potential for Flood Damages LRSW-S3C1. Develop and implement a program to: Minimize flood damages through the use of structural measures. Minimize flood damages through the
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
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
DRAFT FINAL MITIGATED NEGATIVE DECLARATION Pursuant to Section 21080(c) Public Resources Code
DRAFT FINAL MITIGATED NEGATIVE DECLARATION Pursuant to Section 21080(c) Public Resources Code To: Office of Planning & Research State Clearinghouse 1400 Tenth Street Sacramento, CA 95814 From: State Water
ELIMINATE STORM WATER FROM ENTERING SANITARY SEWER SYSTEMS
(408) 761 5882 http://www.sewerlock.net ELIMINATE STORM WATER FROM ENTERING SANITARY SEWER SYSTEMS 1. `The United States and various State Environmental Protection Agency regulations require elimination
Characterization of water quality in the Los Angeles River
Characterization of water quality in the Los Angeles River Drew Ackerman, Kenneth C. Schiff, Heather Trim 1, and Mike Mullin 2 ABSTRACT - The Los Angeles River is one of the most highly modified water
TOWN OF CHESTERTON, INDIANA COMBINED SEWER OVERFLOW LONG TERM CONTROL PLAN
TOWN OF CHESTERTON, INDIANA COMBINED SEWER OVERFLOW LONG TERM CONTROL PLAN Prepared For: Town Of Chesterton Utilities Chesterton, Indiana Prepared By: Engineers Architects Scientists Planners Surveyors
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
Proposed General Plan Update Goals, Policies, and Implementation Actions
Proposed General Plan Update Goals, Policies, and Implementation Actions The construction and maintenance of infrastructure is necessary to support existing and planned land uses and to achieve Environmental
Combined Sewer Overflows in the Milwaukee Metropolitan Sewerage District Conveyance and Treatment System
Combined Sewer Overflows in the Milwaukee Metropolitan Sewerage District Conveyance and Treatment System Eric Loucks 1, David Watkins 2, Theresa Culver 3 Background Many older cities across the United
Building Resilient Infrastructure for the 21 st Century
Building Resilient Infrastructure for the 21 st Century 1 Maria Mehranian Cordoba Corporation & Los Angeles Regional Water Quality Control Board October 19, 2014 24 th Annual Lake Arrowhead Symposium:
After the Flush. Safe disposal of our wastewater is a valued and complex, not-for-profit municipal service.
After the Flush Published: July 14, 2011 Sewage or wastewater is something we rarely think or talk about. The wastewater from our toilets, showers, washing machines and dishwashers quickly departs our
Integrated Water Management in Maryland. Anwer Hasan, Senior Vice President
Integrated Water Management in Maryland Anwer Hasan, Senior Vice President Discussion Topics State initiatives for water management o Stormwater management o Agriculture runoff o Enhanced Nutrient Removal
Type of Sewer Systems. Solomon Seyoum
Type of Sewer Systems Solomon Seyoum 0 Learning objectives Upon completion of this lecture, the participants will be able to differentiate between types of sewer systems and discuss different aspects of
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
Chapter 8: Common Treatment Facilities, Programs, Operational Improvements and Policies for the Recommended Plan
Chapter 8: Common Treatment Facilities, Programs, Operational Improvements and Policies for the Recommended Plan 8.1 Introduction The purpose of this chapter is to document the variety of treatment-related
EPA Trends for wastewater Treatment in California - 2011
EPA S TECHNOLOGY NEEDS FOR THE WATER AND WASTEWATER INDUSTRY Nancy Stoner Acting Assistant Administrator U.S. EPA Office of Water International Emerging Technology Symposium Arlington, VA April 23rd, 2014
Prattsville Berm Removal Project. 1.0 Project Location
Prattsville Berm Removal Project 1.0 Project Location The project site is located between the New York State Route 23 Bridge over the Schoharie Creek and the Schoharie Reservoir. The restoration plan encompassed
Pioneer Park Stormwater Management Rehabilitation Project Town of Richmond Hill Engineering and Public Works Department Design, Construction and
Pioneer Park Stormwater Management Rehabilitation Project Town of Richmond Hill Engineering and Public Works Department Design, Construction and Water Resources Division Presentation Outline Background
City of Mebane Wastewater Collection and Treatment Facility
City of Mebane Wastewater Collection and Treatment Facility For the Fiscal Year July 1, 2014 - June 30, 2015 City of Mebane Wastewater Collection and Treatment Facility For the Fiscal Year July 1, 2014
Securing California s Water Future
T H E M E T R O P O L I TA N W AT E R D I S T R I C T O F SOUTHERN CALIFORNIA Securing California s Water Future John Arena, Business Outreach Program Manager Presented to SAME Orange County Post February
Executive Summary Consent Decree
OVERFLOW ABATEMENT PROGRAM Executive Summary Consent Decree The sewer system in Nashville dates back to the late 1800s and originally consisted of a combined sewer system, later transitioning to separate
Notification Requirements for CMSA NPDES Permit Exceedances and Collection System Sanitary Sewer Overflows Date: April 2, 2008 (Revised July 10, 2012)
Requirements for CMSA NPDES Permit Exceedances and Collection System Sanitary Sewer Overflows Date: April 2, 2008 (Revised July 10, 2012) 1. Purpose To outline the Agency s notification and reporting requirements
TEXAS: SAN ANTONIO San Antonio Protects Edwards Aquifer
TEXAS: SAN ANTONIO San Antonio Protects Edwards Aquifer Background San Antonio, the seventh largest city in the United States, covers approximately 515 square miles of Bexar County in south central Texas.
A REPORT ON COLORADO RIVER SALINITY OPERATIONS, UNDER INTERNATIONAL BOUNDARY AND WATER COMMISSION MINUTE NO. 242 JANUARY 1 to DECEMBER 31, 2011
A REPORT ON COLORADO RIVER SALINITY OPERATIONS, UNDER INTERNATIONAL BOUNDARY AND WATER COMMISSION MINUTE NO. 242 JANUARY 1 to DECEMBER 31, 2011 Edward Drusina, P.E. United States Commissioner International
CHAPTER 1 INTRODUCTION. 1.1 Requirements for the Watershed Sanitary Survey (WSS)
CHAPTER 1 INTRODUCTION 1.1 Requirements for the Watershed Sanitary Survey (WSS) The California Surface Water Treatment Rule (CSWTR), in Title 22, Article 7, Section 64665 of the California Code of Regulations
City and County of San Francisco 2030 Sewer System Master Plan TASK 400 TECHNICAL MEMORANDUM NO. 405
City and County of San Francisco 2030 Sewer System Master Plan TASK 400 TECHNICAL MEMORANDUM NO. 405 REGULATORY CONSIDERATIONS FOR WET WEATHER COLLECTION SYSTEM BACKUPS FINAL DRAFT August 2009 2700 YGNACIO
Photo Credit: Geoff Brosseau
Objectives Contain Educate Reduce/Minimize Description As a consequence of its function, the stormwater conveyance system collects and transports urban runoff that may contain certain pollutants. Maintaining
Storm Water Management Requirements for Construction Projects Less than One Acre
Storm Water Management Requirements for Construction Projects Less than One Acre Purpose: UC Irvine s Phase II Small MS4 Storm Water Permit requires construction projects less than one acre in size to
The City of Ottawa Flood Hazards
The City of Ottawa Flood Hazards The City of Ottawa is located in North Central LaSalle County, approximately 45 miles West of Joliet and 90 miles South of Rockford. The primary water course and sources
Roosevelt Water Conservation District ROOSEVELT WATER CONSERVATION DISTRICT
ROOSEVELT WATER CONSERVATION DISTRICT RESPONSE TO ARIZONA POWER AUTHORITY REQUEST FOR INFORMATION DATED SEPTEMBER 12, 2012 PRESENTED OCTOBER 24, 2012 RWCD is an irrigation district that was established
Date Prepared: 11-3-09 By: Wastewater Best Practices Subgroup Final Document: 12-3-09
Date Prepared: 11-3-09 By: Wastewater Best Practices Subgroup Final Document: 12-3-09 SAMPLE SANITARY SEWER OVERFLOW RESPONSE S.O.P. TABLE OF CONTENTS SECTION 1: PURPOSE SECTION 2: SPILL RESPONSE SECTION
Appendix C3: Response Plan for Investigations of Illegal Discharges, 2016
Appendix C3: Response Plan for Investigations of Illegal Discharges, 2016 Response Plan for Investigations For the City and County of Honolulu Municipal Separate Storm Sewer System National Pollutant Discharge
San Luis Obispo County Los Osos Wastewater Project Development TECHNICAL MEMORANDUM SEPTAGE RECEIVING STATION OPTION TABLE OF CONTENTS
San Luis Obispo County Los Osos Wastewater Project Development TECHNICAL MEMORANDUM SEPTAGE RECEIVING STATION OPTION TABLE OF CONTENTS Page No. 1.0 BACKGROUND...1 2.0 INTRODUCTION - SEPTAGE RECEIVING STATION...1
DRAFT Guidelines for Manually Diverting Outdoor Wastewater to the Sanitary Sewer
Only RAIN down the Storm Drain... DRAFT Guidelines for Manually Diverting Outdoor Wastewater to the Sanitary Sewer This publication applies to you if: You generate wastewater outdoors, and The wastewater
How To Get A Stormwater Discharge Permit In A City Of Scottsdale
Environmental Regulations Guide Section 4 Pollution Prevention 4. 0 Pollution Prevention The Pollution Prevention Act (PPA) focuses on source reduction, i.e. on reducing the amount of pollution through
System Optimization: The First Step in CSO Control Alternatives Development
System Optimization: The First Step in CSO Control Alternatives Development Don Walker NEWEA 215 Specialty Conference Series October 26, 215 Outline System Characterization ü Groundwork for system optimization
FLORIDA ATLANTIC UNIVERSITY
9 Supporting Data The purpose of the Element is to ensure the provision of public facilities and services required to meet the future needs of the University, including: Stormwater management, to protect
What is a CSO / SSO? Sewer Overflows. Prevalence of CSOs in the US. Magnitude of Problem (Local)
Sewer Overflows Combined Sewer Overflows (CSOs( CSOs) Older, large cities built combined networks to convey sewage and stormwater Stormwater overwhelmed sewage flow, but only for short periods To reduce
Swannanoa River Flood Risk Management Study
Swannanoa River Flood Risk Management Study Measures Evaluated to Reduce Future Flood Damages City of Asheville U.S. Army Corps of Engineers Flooding History Part of the 132 square mile Swannanoa River
MONITORING THE RECOVERY OF STREAMS IN THE SAN GABRIEL MOUNTAINS (CA) FOLLOWING THE LARGEST WILDFIRE IN LOS ANGELES COUNTY HISTORY: STATION FIRE - 2009
MONITORING THE RECOVERY OF STREAMS IN THE SAN GABRIEL MOUNTAINS (CA) FOLLOWING THE LARGEST WILDFIRE IN LOS ANGELES COUNTY HISTORY: STATION FIRE - 2009 Karin Patrick, Aquatic Bioassay & Consulting, Inc.
Standard Operating Procedures for Flood Preparation and Response
Standard Operating Procedures for Flood Preparation and Response General Discussion Hurricanes, tropical storms and intense thunderstorms support a conclusion that more severe flooding conditions than
PRSENTATION ON DRAINAGE SYSTEM DELHI 25.07.2014 EAST DELHI MUNICIPAL CORPORATION
PRSENTATION ON DRAINAGE SYSTEM OF DELHI EAST DELHI MUNICIPAL CORPORATION 25.07.2014 MAP OF DELHI SHOWING MCD s, NDMC & DCB ABOUT DELHI DELHI MANIFESTS UNCONTROLLED URBANISATION POPULATION INDUSTRIALISATION
SECTION 1 UTILITY OVERVIEW, INTRODUCTION, and PROJECT BACKGROUND
SECTION 1 UTILITY OVERVIEW, INTRODUCTION, and PROJECT BACKGROUND Wastewater Utility Overview In the late 1950 s, the Village of Old Forge began to realize the impacts of dumping sewage in the Moose River.
REQUEST FOR PROPOSAL. for CONSTRUCTION MANAGEMENT SERVICES. for the ENCINA WASTEWATER AUTHORITY FY 2015 MAJOR PLANT REHABILITATION PROJECT
REQUEST FOR PROPOSAL for CONSTRUCTION MANAGEMENT SERVICES for the ENCINA WASTEWATER AUTHORITY FY 2015 MAJOR PLANT REHABILITATION PROJECT Ref: Admin.15 12265c September 23, 2015 Proposals Due November 2,
DOCKET NO. D-2005-007 CP-2 DELAWARE RIVER BASIN COMMISSION
DOCKET NO. D-2005-007 CP-2 DELAWARE RIVER BASIN COMMISSION East Vincent Township Bartons Meadows Wastewater Treatment Plant East Vincent Township, Chester County, Pennsylvania PROCEEDINGS This docket is
Historic Flood Impact on the Nashville Drinking Water System. Scott Potter, Director Metro Water Services, Nashville, TN
Historic Flood Impact on the Nashville Drinking Water System Scott Potter, Director Metro Water Services, Nashville, TN Historic Event = 13.53 /48 Hours May 1 6.32 of Rain = 3rd greatest one-day rainfall
e, EPA mental Wastewater Treatment Facilities for the City of New Bedford, MA Executive Summary Final Environmental Impact Statement July 1991
e, EPA United mental States Region I protection JFK Federal Building Boston, MA 02203 Wastewater Treatment Facilities for the City of New Bedford, MA Executive Summary Final Environmental Impact Statement
The 91 st Avenue Unified WWTP Targets 100 Percent Reuse
SROG GLEND LE The 91 st Avenue Unified WWTP Targets 100 Percent Reuse 26 th Annual WateReuse Symposium September 14, 2011 Presentation Outline Facility Location and Ownership Basic Facility Information
FAYETTEVILLE PUBLIC UTILITIES WATER AND SEWER DEPARTMENT SANITARY SEWER OVERFLOW CORRECTIVE ACTION PLAN
FAYETTEVILLE PUBLIC UTILITIES WATER AND SEWER DEPARTMENT SANITARY SEWER OVERFLOW CORRECTIVE ACTION PLAN ENGINEERING REPORT 408 College Street, West Fayetteville, TN 37334 (931)433-1522 CONSOLIDATED TECHNOLOGIES,
Statewide Sanitary Sewer Overflow Reduction Program Annual Compliance Update
Appendix 1 Statewide Sanitary Sewer Overflow Reduction Program Annual Compliance Update EXECUTIVE DIRECTOR S REPORT State Water Resources Control Board May 2010 1 TABLE OF CONTENTS 1. INTRODUCTION 3 2.