Sensitive and Priority Areas
|
|
|
- Ann Jefferson
- 10 years ago
- Views:
Transcription
1 Chapter 3 Sensitive and Priority Areas 3.1 Introduction U.S. EPA and IDEM policy require communities to place a priority on addressing combined sewer overflow (CSO) discharges to sensitive areas. The IDEM guidance defines sensitive areas as waters impacted by CSO discharges which must be given the highest priority for CSO discharge elimination, relocation or control. Examples of sensitive areas include: Habitat for threatened or endangered species, Primary contact recreational areas such as beaches and other swimming areas, Drinking water source waters, and Outstanding State Resource Waters and Outstanding National Resource Waters For stream segments that are sensitive areas, the EPA Long Term Control Plan (LTCP) guidance states, the LTCP should give highest priority to the prohibition of new or significantly increased overflows (whether treated or untreated) to designated sensitive areas. If physically possible and economically achievable, existing overflows to sensitive areas should be eliminated or relocated unless elimination or relocation creates more environmental impact than continued discharge (with additional treatment necessary to meet water quality standards) to the sensitive area. Elkhart evaluated potential sensitive areas along both the St. Joseph and Elkhart Rivers as part of its 2000 Stream Reach Characterization and Evaluation Report (SRCER). This evaluation concluded there are no sensitive areas, as defined by IDEM, in the stream reaches receiving CSO discharges. Nevertheless, a second level of assessment was conducted to see if any priority areas exist within the CSO receiving streams which would warrant a higher level of CSO control than would be provided throughout the overall CSO system. As part of the priority area assessment, an Environmental Health and Safety Assessment was performed. That assessment focused on shoreline land use, habitat and accessibility adjacent to the CSO discharge points, and stream use and safety around the CSO discharge points. As a result of this assessment, each CSO received a priority ranking that was used during the developing of CSO control alternatives. In their 2004 comments on the LTCP, IDEM and U.S. EPA asked Elkhart to provide further analysis of potential sensitive areas. The agencies were interested in areas affected by City of Elkhart CSOs where full-body contact recreation or canoeing occurs and recreational areas downstream, such as the East Race kayaking course in South Bend and Lake Michigan. The agencies also asked Elkhart to do further analysis of a state 3-1
2 endangered species, the Greater Redhorse, in the St. Joseph and Elkhart rivers. This chapter has been revised since 2002 to include further analysis of sensitive and/or priority areas on CSO-impacted waterways. The steps Elkhart used to identify sensitive and priority areas are outlined in Figure 3.1. Figure 3.1 Figure 3.1 Sensitive and Priority Area Identification Steps Sensitive and Priority Area Identification Steps Document all known sensitive areas and public access points along the receiving streams. Conduct field surveys of sensitive areas; apply Environmental & Safety Assessment Criteria to all CSO locations. Solicit public input. Map all CSOs and sensitive or priority areas. Include all identified CSOs in sensitive or priority areas in the control alternative evaluation. 3.2 Sensitive Area Identification To identify potential sensitive areas along the CSO receiving streams, Elkhart sought to document all known areas that could be considered sensitive based on IDEM s guidance. Three methods of documentation were used to identify and confirm sensitive locations. First, Elkhart submitted requests for information on threatened or endangered species, state outstanding resource waters, and public water supply intakes to the appropriate regulatory agencies. Second, the St. Joseph and Elkhart rivers were surveyed to identify full body contact recreational areas such as bathing beaches. Third, this information was compiled and presented to the Citizen Advisory Committee (CAC) at a public meeting in May During this public meeting, Elkhart sought input on sensitive locations, particularly with respect to areas where swimming occurs in the streams. This process resulted in the following conclusions relating to the four sensitive area criteria Habitat for Threatened or Endangered Species Over the past several years, the City of Elkhart s Aquatic Biologist has been actively sampling the fish communities of the St. Joseph and Elkhart Rivers and their major 3-2
3 tributaries. The results of these studies have provided valuable information on the aquatic health of these water bodies. These studies identified one freshwater fish species of concern in the St. Joseph and Elkhart River reaches through the City of Elkhart s urban areas, the Greater Redhorse (Moxostoma valenciennesi). According to the Indiana Department of Natural Resources (IDNR), the Greater Redhorse is listed as a state endangered species. In 2005, Mr. Edward Hammer, an expert on biological criteria within the Water Quality Standards Branch at U.S. EPA Region 5 in Chicago evaluated the potential impact from CSOs to the Greater Redhorse. In an dated Dec. 22, 2005, Mr. Hammer stated that he was not aware of any water quality standards issue related to CSOs that would impact the Greater Redhorse: If the primary contaminant of concern is bacteria, then the issue would be human health. It does appear that the City plans to reduce what is probably a greater threat from CSOs to aquatic life, that being high flows. Simple logic tells us that if the Greater Redhorse are already prevalent then implementing a high level of CSO control should make the aquatic environment even more favorable for them. Elkhart data from fish surveys beginning in 1998 show moderate numbers and wide distribution of the Greater Redhorse throughout the receiving streams. Elkhart s Aquatic Biologist will continue to monitor fish populations in the river during LTCP implementation, including populations of the Greater Redhorse. The information received from the IDNR and the U.S. Fish and Wildlife Service (see Appendix D) identified three other endangered or threatened species that may be present near Elkhart s stream segments. These species are the bald eagle (Haliaeetus leucocephalus), the Indiana bat (Myotis sodalis) and the Blanding s turtle (Emydoidea blandingii). However, there are no records of bald eagle nests or Indiana bats in Elkhart County. According to IDNR records, a Blanding s turtle was observed in Cobus Creek in This species is a wetland species that prefers still water in marshes or prairie wetlands. It has not been documented in the St. Joseph or Elkhart rivers. Therefore, potential habitats for these species are not being impacted by CSO discharges. Even if they were, the high level of CSO control which is planned will minimize any such impact Primary Contact Recreational Areas The City of Elkhart has 24 public parks and greenways along the St. Joseph and Elkhart River reaches through the urban area, as shown in Figure 3.2 below. At no place along either river are there dedicated public or private beaches. During the May 2001 public meeting, the CAC and the general public were asked about recreational uses on CSOimpacted stream segments. Swimming in either river was not identified as a common recreational use. High Dive Park, 500 E. Beardsley Avenue, contains a small, shallow, side-stream lagoon fed by Christiana Creek from the north. CSO 14 discharges into this lagoon near High Dive Park. The lagoon is not used for swimming. The outlet from this lagoon flows back into Christiana Creek, downstream from an area where wading and swimming do occur in High Dive Park. Although CSO 14 effectively discharges downstream from the area where wading and swimming occur, Elkhart decided to treat this CSO as discharging to a sensitive area and to evaluate the elimination, relocation, or minimization of CSO 14 in its LTCP. This evaluation is described in Chapter 4, Alternatives Analysis. Downstream of Elkhart, the City of South Bend operates the East Race Waterway, a kayaking and rafting course fed by waters of the St. Joseph River. In a letter dated June 6, 3-3
4 2006, IDEM Assistant Commissioner Bruno Pigott and U.S. EPA Water Division Director Jo Lynn Traub said the agencies had determined that rafting and kayaking activities conducted in the East Race are primary contact recreation. The agencies required the cities of Elkhart, South Bend and Mishawaka to evaluate whether elimination or relocation of overflows affecting the East Race is physically possible and economically achievable, and whether providing treatment to meet water quality standards is feasible. Elkhart agreed to treat the East Race as a sensitive area, as described in CSO policy. Elkhart s analysis of its ability to eliminate, relocate or treat CSOs affecting the East Race is documented in Chapter 4, Alternatives Analysis, and Chapter 6, Financial Capability Analysis. Public access to the East Race is limited to Saturdays and Sundays during the months of June, July and August. The water is very swift and poses a safety hazard that requires certified lifeguards to be present when open to the general public. It is closed during heavy rain events and or when lightning is in the area. The City of South Bend also has offered to notify users of the East Race whenever sanitary sewage overflows into the river are occurring and that a high level of bacteria in the river is expected. This notification system will help ensure that on the few occasions that East Race users may use the Race when it is affected by CSO discharges, they are fully informed of the potential risks from sewage overflows and other wet weather discharges to the River. South Bend will use a management program to ensure that CSO discharges are factored into operational decisions regarding the use of the East Race. Figure 3.2 Redhorse Fish Habitat, Public Parks and Greenways N n.t.s I D P a r k N a m e 1 E E C 2 R i v e r G r e e n w a y 3 S t u d e b a k e r P k 4 A m e r i c a n P a r k 5 I s l a n d P a r k 6 B e a r d s l e y P a r k P u l a s k i P a r k 9 H i g h D i v e P a r k 1 0 H i g h D i v e P a r k 1 1 H i g h D i v e P a r k 1 2 F O P Y o u t h P a r k 1 3 L a n g l e P a r k 1 4 R i v e r G r e e n w a y 1 5 M c N a u g h t o n W e s t 1 6 M c N a u g h t o n E a s t 1 7 M a r t i n ' s L a n d i n g 1 8 M c C r e a r e y ' s P t t h F r n k l n G r n w y 2 0 J e f f. S t. B o a t L 2 1 B a k e r P a r k 2 2 B i c e n t e n n i a l P k 2 3 E d g e w a t e r P a r k 2 4 W a t e r f a l l P o r t a g R iv e r S eg m en ts w h e re G r ea t R ed h o rs e & R iv e r R ed h or s e F is h h av e b e en ob se rv e d C SO Locations Public Parks and R iver G reew ay Segm ents FI G U R E Drinking Water Source Waters The primary source of drinking water in northern Indiana is groundwater. Data on public water supplies in Elkhart County from IDEM show no surface water sources of drinking 3-4
5 water in the County. Thus, no areas were identified as sensitive drinking water source areas for this LTCP Outstanding State or National Resource Waters Neither the St. Joseph nor Elkhart Rivers are listed under state law or rule as outstanding state or national resource waters. Because the rivers are not so designated, they are not considered sensitive based on this criterion for the LTCP. 3.3 Environmental Health and Safety Assessment In addition to evaluating sensitive areas that meet the state and federal criteria, Elkhart developed a procedure to identify areas that show high probability for human contact with CSO-impacted waters and possible adverse effects on significant aquatic habitats. This procedure, called the Environmental Health and Safety Assessment, uses five criteria evaluated in the field for each discharge point. The evaluation process for each criterion and the resulting priority rankings are described below Environmental Health and Safety Assessment Criteria The five criteria used to evaluate each CSO location were: 1) shoreline accessibility to the CSO discharge point, 2) stream safety for full- or partial-body contact recreation, 3) land use adjacent to the CSO discharge point, 4) stream use around the discharge point, and 5) shoreline habitat for aquatic species near the discharge point. Each CSO received a score for each criterion, based on the definitions shown below Shoreline Accessibility to CSO Discharge Point The Shoreline Accessibility criterion looked at the ease with which a person could approach a CSO outfall from the shoreline and be exposed to the CSO discharge. The evaluation was independent of the type of land use around the CSO. A CSO outfall that is easily accessible may be along a cleared shoreline, with little to no slope down to the outfall. An example of an inaccessible outfall would be an outfall along a steep, highly vegetated bank. Less accessible CSOs score lower under this criterion. Definitions used to create scores for shoreline accessibility were: 5 = Easily accessible (open space, gentle slope, walkway) 3 = Approachable, but not fully accessible to discharge 1 = Inaccessible (high bank, overgrown vegetation) Stream Safety for Full or Partial Body Contact Recreation This criterion focuses on the physical characteristics of the water body within the vicinity of the CSO outfall. The intent is to assess how safe it is to be in the water around the CSO discharge point. This criterion assumes that the safer the stream segment, the more likely someone could be exposed to CSO impacted water. For example, a safe area may have a solid river bottom, slow moving water, and could be deep or shallow. A shallow area would support wading while a deep area could support swimming. An unsafe stretch of stream would involve stream flow at a high velocity, making it hazardous for swimming 3-5
6 or wading. A safe designation under this criterion results in a higher score for a CSO. Definitions used to score CSOs for stream physical safety were: 5 = Safe (depth, velocity, bottom substrate support use) 3 = Somewhat Safe (may have inadequate bottom substrate) 1 = Unsafe (depth, velocity, substrate do not support use) Land Use Adjacent to the CSO Discharge Point The City evaluated the land use surrounding each CSO outfall and classified it as public use, residential, or industrial/commercial. Public land uses such as parks, boat landings and schools promote the use of the water body more than commercial use. Thus, it is more likely that contact with the CSO-impacted water would occur near a park than adjacent to a factory. The location of each CSO and the public parks and greenways along the St. Joseph River and the Elkhart River are identified on Figure 3.2. CSOs located near land designated for public use receive a high score for this criterion. Definitions used to create scores for adjacent land use were: 5 = Public Use (park, boat landing, school) 3 = Residential, wooded/riparian 1 = Industrial/Commercial, Roadway Stream Use around the CSO Discharge Point This criterion focused on the common, frequent uses occurring in the stream around the CSO outfall. Uses were classified as full body contact recreation such as swimming, partial body contact recreation such as wading, and no bodily contact uses such as shoreline fishing. The classification for each CSO was based on input from Elkhart s Aquatic Biologist, long-time Elkhart residents, the CAC and the general public. Overall, the consensus was that swimming is not a common, frequent use of the affected water bodies over the majority of the stream segments. Where the river begins to slow down due to the backwater affects of the Twin Branch Dam in Mishawaka, swimming does become a more frequent use in the water body. This is reflected in the CSO scores for this criterion. The two CSOs near the City s wastewater treatment plant are in areas that begin to see the backwater affects. These CSOs were scored the highest for this criterion. U.S. EPA and IDEM have indicated they believe this area behind the Twin Branch Dam is a sensitive area. However, CSOs cannot be completely eliminated or relocated due to financial factors, as documented in Chapters 4 (Alternatives Analysis) and 6 (Financial Capability Analysis). U.S. EPA and IDEM have agreed that Chapters 4 and 6 provide the appropriate level of analysis for this potential sensitive area. Definitions used to create scores for stream use were: 5 = Full body contact recreation (swimming, water skiing) 3 = Partial body contact recreation (wading, fishing) 1 = No bodily contact uses (boating, shoreline fishing) 3-6
7 3.3.6 Shoreline Habitat for Aquatic Species near CSO Discharge Point This criterion relates to the protection of aquatic habitats. A natural, pristine habitat such as a wetland should be protected from CSO-impacted waters. The aquatic communities that live in these habitats are typically highly vulnerable to water pollutants. Shorelines that have been disturbed by the installation of seawalls provide poor habitats for aquatic species. Disturbed shoreline habitats received low scores under this criterion. Definitions used to create scores for aquatic habitat were: 5 = Natural, pristine habitats (wetland) 3 = Undisturbed, natural cover 1 = Disturbed (seawall, riprap) Scoring of Priority Areas Once all the field surveys were completed for the Environmental Health and Safety Assessment, the score for each criterion for each CSO location was entered into the matrix and a total score was calculated. The numerical sum for each CSO evaluated will fall between five and 25. For scores less than 15, the stream segment around the outfall was considered to be a low priority area. For CSOs with scores of 15, the stream segment was considered medium priority. For a score greater than 15, the CSO outfall was considered to be within a high priority area and it was assigned the Priority I for assessing control alternatives for this CSO. The results of the City s analysis are shown in Table 3.1 below. Table 3.1 Environmental Health and Safety Assessment Matrix Table 3.1 Environmental Health and Safety Assessment Matrix CSO Number Criteria Shoreline Accessibility Safety of Stream Land Use Stream Use Shoreline Habitat Total Score Priority I CSOs Priority II CSOs Priority III CSOs A matrix with preliminary scores was presented to the CAC at a public meeting in May After this meeting, scores were revised based on input from the CAC and the general public and a final matrix was prepared as shown in Table 3.1. This priority classification provided direction for this LTCP in evaluating CSO control alternatives to protect priority areas from CSO-impacted waters. The priority ranking for each CSO was compared to the estimated discharge frequency and volumes for the CSOs to establish Priority Areas for implementing CSO control measures. The resulting Priority Areas are shown on Figure 3.3. This figure shows the Priority I CSOs as gold triangles and Priority II CSOs as blue squares. Priority III CSOs are shown as pink circles. Priority Areas were then identified, using clusters of Priority I and II CSOs to identify each area of concern. The Priority Areas are numbered geographically (from west to east) and not in order of importance or concern. Figure 3-3 Map of CSO Priority Rankings and Priority Areas 3-7
8 3-8
9 3.4 Summary Based upon the analysis documented above, the City of Elkhart reached the following conclusions related to CSO discharges to sensitive or priority areas: Elkhart s CSO discharges do not impact the habitat of any threatened or endangered species. None of the waterways affected by Elkhart s CSO discharges have been designated as outstanding state or national resource waters by either Indiana or Michigan. Because drinking water supplies are drawn from groundwater sources in northern Indiana, there are no drinking water source waters affected by Elkhart s CSO discharges. Primary contact recreation occurs in the East Race Waterway downstream from Elkhart s CSOs, requiring Elkhart to consider it as a sensitive area. However, because the East Race is below the entire Elkhart system, it did not provide a basis to distinguish the level of control among Elkhart s CSO outfalls. South Bend will institute an East Race management protocol to address wet weather impacts to water quality in the race and to notify users of the race of such impacts. Where the river begins to slow down due to the backwater affects of the Twin Branch Dam in Mishawaka, swimming becomes a more frequent use in the St. Joseph River. U.S. EPA and IDEM have indicated they believe this area behind the Twin Branch Dam is a sensitive area. However, CSOs cannot be completely eliminated or relocated due to financial factors, as documented in Chapters 4 (Alternatives Analysis) and 6 (Financial Capability Analysis). CSO 14 near High Dive Park discharges below an area where wading and swimming occur. Despite discharging downstream of the area of use, Elkhart will treat this CSO as discharging to a sensitive area and evaluate the elimination/relocation or minimization of CSO 14 in its LTCP. Based on a review of environmental health and safety criteria, Elkhart identified seven outfalls that should receive a high priority for reducing the volume and frequency of CSOs. Ten outfalls were evaluated with a medium priority. Elkhart s evaluation of the CSO control alternatives focused on reducing the frequency and volume of discharges to the waterways in both sensitive and priority areas. Chapter 4 describes the City s evaluation of CSO control alternatives, including their ability to protect sensitive areas, reduce overflows to priority areas and meet other goals. 3-9
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
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
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,
CITY UTILITIES DESIGN STANDARDS MANUAL
CITY UTILITIES DESIGN STANDARDS MANUAL Book 2 (SW) SW9 June 2015 SW9.01 Purpose This Chapter provides information for the design of open channels for the conveyance of stormwater in the City of Fort Wayne.
Unauthorized Discharges and Sanitary Sewer Overflows
TCEQ REGULATORY GUIDANCE Field Operations Support Division RG-395 Revised April 2011 Unauthorized Discharges and Sanitary Sewer Overflows What does this document cover? The Texas Commission on Environmental
PUBLIC NOTICE Application for Permit
PUBLIC NOTICE Application for Permit 30-Day Notice Issue Date: June 20, 2016 Expiration Date: July 20, 2016 US Army Corps of Engineers No: NWP-2010-535 Oregon Department of State Lands No: 58311-RF Interested
QUESTIONS AND ANSWERS WATERS OF THE U.S. PROPOSAL
QUESTIONS AND ANSWERS WATERS OF THE U.S. PROPOSAL Key Background Congress enacted the modern Clean Water Act in 1972 to address pollution entering the nation s waters to complement statutes such as the
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
Water Quality and Water Usage Surveys
Appendix 1 Water Quality and Water Usage Surveys This appendix contains copies of the Water Quality Survey and the Lake Usage Survey that we used to complete the watershedbased community assessments. We
Adopted 9/23/98 CHATTAHOOCHEE CORRIDOR PLAN. The goals of the Chattahoochee Corridor Plan (hereinafter also referred to as the Plan ) are:
CHATTAHOOCHEE CORRIDOR PLAN Adopted 9/23/98 PART 1: GOALS. POLICY. COVERAGE. A. Goals The goals of the Chattahoochee Corridor Plan (hereinafter also referred to as the Plan ) are: 1. Preservation and protection
STAFF REPORT TO COMMITTEE OF THE WHOLE
STAFF REPORT TO COMMITTEE OF THE WHOLE DATE: November 7 2012 TO: FROM: SUBJECT: ATTACHMENT(S): COMMITTEE OF THE WHOLE GINA LAYTE-LISTON, SUPERVISOR, WASTEWATER Stormwater Management Funding Strategy None
1.7.0 Floodplain Modification Criteria
1.7.0 Floodplain Modification Criteria 1.7.1 Introduction These guidelines set out standards for evaluating and processing proposed modifications of the 100- year floodplain with the following objectives:
Sustainability Brief: Water Quality and Watershed Integrity
Sustainability Brief: and Watershed Integrity New Jersey depends on water resources for the health of our people, the strength of our economy, and the vitality of our ecosystems. The quality of our water
The Basics of Chapter 105 Waterways and Wetlands Permitting in PA
The Basics of Chapter 105 Waterways and Wetlands Permitting in PA April 17, 2013 Goal To develop a basic understanding of PA Department of Environmental Protection (DEP) and US Army Corps of Engineers
A Self Assessment to Address Climate Change Readiness in Your Community Midwest Region
A Self Assessment to Address Climate Change Readiness in Your Community Midwest Region 0 Climate Change Readiness Index A Self Assessment to Address Climate Change Readiness in Your Community Communities
Lower Crooked Creek Watershed Conservation Plan EXECUTIVE SUMMARY
EXECUTIVE SUMMARY Project Background Located in southwestern Pennsylvania, Crooked Creek is a major tributary of the Allegheny River, entering near Ford City in Armstrong County. It is rich in natural
WATER QUALITY MODELING TO SUPPORT THE ROUGE RIVER RESTORATION
WATER QUALITY MODELING TO SUPPORT THE ROUGE RIVER RESTORATION Edward H. Kluitenberg, P.E., Applied Science, Inc. Gary W. Mercer, P.E., Camp, Dresser and McKee Vyto Kaunelis, Wayne County Department of
Briefing Paper on Lower Galveston Bay and Bayou Watersheds Lower Bay I: Armand Bayou to Moses Lake and Adjacent Bay Waters
Briefing Paper on Lower Galveston Bay and Bayou Watersheds Lower Bay I: Armand Bayou to Moses Lake and Adjacent Bay Waters Jim Lester, PhD. and Lisa Gonzalez Houston Advanced Research Center Galveston
Pamela Birak, Jordan Lake State Park, Chatham County, NC
Pamela Birak, Jordan Lake State Park, Chatham County, NC 3 Lakes, Reservoirs, and Ponds Forty-six states, Puerto Rico, and the District of Columbia (collectively referred to as states in the rest of this
Georgia Department of Public Health. Georgia Onsite Sewage Management Systems. Background and Use of Onsite Wastewater Treatment Systems in Georgia
Georgia Department of Public Health Georgia Onsite Sewage Management Systems Background and Use of Onsite Wastewater Treatment Systems in Georgia Background On-site sewage management systems are designed
Using Green Infrastructure to Manage Combined Sewer Overflows and Flooding
New York State Water Resources Institute Using Green Infrastructure to Manage Combined Sewer Overflows and Flooding Emily Vail Hudson River Estuary Program NYS Department of Environmental Conservation
HERE COMES THE RAIN AGAIN Stormwater Management in a Changing Climate at the City of Toronto
HERE COMES THE RAIN AGAIN Stormwater Management in a Changing Climate at the City of Toronto Evergreen s Urban Watershed Forum 20 March 2015 Presented by Kurtis Elton Policy & Program Advisor, Toronto
Gold Ray Dam Interagency Technical Team Meeting
Gold Ray Dam Interagency Technical Team Meeting Agenda Public Outreach, Funding, Monitoring EA/BA/Permit Updates Deconstruction Plans Fish Passage & Salvage Plan Hydraulic Modeling Next Steps Public Outreach,
Phosphorus. Phosphorus Lake Whatcom Cooperative Management. www.ecy.wa.gov/programs/wq/nonpoint/phosphorus/phosphorusban.html
Phosphorus Phosphorus Brochure Lake Whatcom Cooperative Management Reducing Phosphorus Website Washington State Department of Ecology www.ecy.wa.gov/programs/wq/nonpoint/phosphorus/phosphorusban.html Nutrients
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
Clean Water Services. Ecosystems Services Case Study: Tualatin River, Washington
Viewed broadly, the concept of ecosystem services describes the many resources and services provided by nature. Typically, traditional planning and development practices do not adequately represent the
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
Creating the environment for business
1. Introduction 1.1 Introduction to Water Cycle Strategies (WCS) 1.1.1 Background The water cycle describes the pathways and processes through which water moves through the natural and built environment,
SAMPLE CHAPTERS UNESCO EOLSS SURFACE WATER MONITORING. Masanori Ando Musashino University, Japan
SURFACE WATER MONITORING Masanori Ando Musashino University, Japan Keywords: surface water, monitoring, sampling, monitoring program, monitoring location, sampling programs, flow measurement, sampling
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
FACT SHEET STATEMENT OF BASIS HARLEY DOME 1 PRODUCED WATER TREATMENT FACILITY UPDES PERMIT NUMBER: UT0025917 NEW PERMIT MINOR INDUSTRIAL
FACT SHEET STATEMENT OF BASIS HARLEY DOME 1 PRODUCED WATER TREATMENT FACILITY UPDES PERMIT NUMBER: NEW PERMIT MINOR INDUSTRIAL FACILITY CONTACTS Mitch Burroughs, Operator Mailing Address 1716 E. Lincoln
Maine Department of Environmental Protection Program Guidance On Combined Sewer Overflow Facility Plans
Maine Department of Environmental Protection Program Guidance On Combined Sewer Overflow Facility Plans OVERVIEW The objective of a Combined Sewer Overflow (CSO) Facility Plan is to abate CSO discharges
Stormwater management around the world Lessons from Novatech 2010 Dennis Corbett and Marion Urrutiaguer
Stormwater management around the world Lessons from Novatech 2010 Dennis Corbett and Marion Urrutiaguer Novatech 2010, the 7th international conference on sustainable techniques and strategies in urban
NPDES Permit No. IL0021695. Notice No. JCH:12012302.bah. Public Notice Beginning Date: November 27, 2012. Public Notice Ending Date: December 27, 2012
Notice No. JCH:12012302.bah Public Notice/Fact Sheet Issued By: Public Notice Beginning Date: November 27, 2012 Public Notice Ending Date: December 27, 2012 National Pollutant Discharge Elimination System
DID YOU KNOW... THE IMPACT OF ON-SITE SEWAGE SYSTEMS AND ILLICIT DISCHARGES ON THE ROUGE RIVER
DID YOU KNOW... THE IMPAT OF ON-SITE SEWAGE SYSTEMS AND ILLIIT DISHARGES ON THE ROUGE RIVER by Barry Johnson, P.E., M.S., amp Dresser & McKee and Dean Tuomari, Wayne ounty Department of Environment The
Addendum. Use Attainability Analysis for Site Specific Selenium Criteria: Alkali Creek. February 23, 2009
Addendum Use Attainability Analysis for Site Specific Selenium Criteria: Alkali Creek February 23, 2009 Prepared by MWH Americas, Inc. Prepared for EnCana Oil and Gas (USA) Inc. Page 2 Responses to Comments
4. Environmental Impacts Assessment and Remediation Targets
4. Environmental Impacts Assessment and Remediation Targets 4.1 Environmental Impacts Significant additional development in the Alder Creek watershed is not anticipated at this time; however, there are
Triple-Bottom-Line Analysis Screening of Final Alternatives
Appendix H Triple-Bottom-Line Analysis Screening of Final Alternatives TM 970, CSO Control Alternatives Development (October 2011) This page left blank intentionally. Appendix H.1 Triple-Bottom-Line Analysis
Addendum D. Nomination of Moody Wash ACEC
Addendum D Nomination of Moody Wash ACEC Moody Wash ACEC is hereby nominated by Citizens for Dixie s Future to: BLM St. George Field Office 345 East Riverside Drive St. George, UT 84790 Moody Wash is a
Why Watersheds? An introduction to the whys and hows of water resource protection. Center for Watershed Protection
Why Watersheds? An introduction to the whys and hows of water resource protection In This Presentation Why Watersheds Matter What Is a Watershed Impacts of Impervious Cover What Your Community Can Do What
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.
Goal 1 To protect the public health, safety and property from the harmful effects of natural disasters.
Plan Framework for Coastal Management The purpose of this element is to provide for the protection of residents and property in within the coastal area of the host community, and to limit expenditures,
Chapter 6: Mitigation Strategies
Chapter 6: Mitigation Strategies This section of the Plan describes the most challenging part of any such planning effort the development of a Mitigation Strategy. It is a process of: 1. Setting mitigation
March 2008. Prepared by: Irvine Ranch Water District. 15600 Sand Canyon Avenue. Irvine, CA 92618. Contact: Natalie Likens (949) 453-5633
ADDENDUM TO THE MICHELSON WATER RECLAMATION PLANT PHASE 2 & 3 CAPACITY EXPANSION PROJECT FEBRUARY 2006 FINAL ENVIRONMENTAL IMPACT REPORT AND THE SAN JOAQUIN FRESHWATER MARSH ENHANCEMENT PLAN REVISED SEPTEMBER
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
Scattergraph Principles and Practice Characterization of Sanitary Sewer and Combined Sewer Overflows
Scattergraph Principles and Practice Characterization of Sanitary Sewer and Combined Sewer Overflows Kevin L. Enfinger, P.E. and Patrick L. Stevens, P.E. ADS Environmental Services 494 Research Drive Huntsville,
4. Priority Areas of Conservation
4. Priority Areas of Conservation A. SIGNIFICANT RESOURCE AREAS This Open Space and Farmland Plan identifies the key issues facing open space and agricultural resources in the Town, highlights the location
Section 4 General Strategies and Tools
Section 4 General Strategies and Tools Key planning issues for WRIA 35 have been identified in Sections 5 and 6 in the areas of water supply, instream flow, water quality, and aquatic habitat. General
case study 7: south east queensland healthy waterways partnership
2 Australia s National Programme of Action for the Protection of the Marine Environment from Land-Based Activities introduction South-east Queensland s marine systems support large populations of dugongs
FINAL PLAN OF REMEDIAL ACTION
FINAL PLAN OF REMEDIAL ACTION 1000 FRENCH STREET SITE Wilmington, Delaware DE 1115 June 1999 Department of Natural Resources and Environmental Control Division of Air and Waste Management Site Investigation
Combined Sewer Overflow Control
Chapter 5 Combined Sewer Overflow Control During heavy rainstorms when combined sewers in Seattle are full, untreated wastewater and stormwater may discharge into Puget Sound, the Duwamish Waterway, Elliott
BLACK/HARMONY/FAREWELL CREEK WATERSHED EXISTING CONDITIONS REPORT CHAPTER 12 - STORMWATER MANAGEMENT
Harmony Creek subwatershed Harmony Creek subwatershed BLACK/HARMONY/FAREWELL CREEK WATERSHED EXISTING CONDITIONS REPORT CHAPTER 12 - STORMWATER MANAGEMENT April 2011 TABLE OF CONTENTS 1.0 INTRODUCTION...
San Francisco Bay Area Wetlands Restoration Program Design Review Group. Project Summary Outline
San Francisco Bay Area Wetlands Restoration Program Design Review Group Project Summary Outline The project proponent desiring to have a project considered by the Design Review Group (DRG) shall provide
STORMWATER POLLUTION PREVENTION PLAN TEMPLATE. 1.0 SITE DESCRIPTION 1.1 Project Name and Location Date
STORMWATER POLLUTION PREVENTION PLAN TEMPLATE Disclaimer: This template was developed for guidance purposes only in an effort to assist Construction Storm Water permit applicants in meeting state and local
Section 401 Water Quality Certification
Section 401 Water Quality Certification Department of Health Environmental Management Division Clean Water Branch Voice: (808) 586-4309 Fax: (808) 586-4352 http://www.hawaii.gov/health/environmental/water/cleanwater/index.html
SEPTIC SYSTEMS. 1. Building sewer connects the building plumbing to the septic tank.
SEPTIC SYSTEMS Who Has A Septic System? Approximately 30 percent of Connecticut s population is served by on-site subsurface sewage disposal systems (a.k.a. septic systems). This means a large percentage
Appendix A. Lists of Accomplishments and Project Costs. UMRWD 10 Year Plan Update. Appendix A UPPER MINNESOTA RIVER WATERSHED DISTRICT
UPPER MINNESOTA RIVER WATERSHED DISTRICT Lists of Accomplishments and Project Costs 10 Year Plan Update UMRWD 10 Year Plan Update Page A 1 UMRWD LIST OF ACCOMPLISHMENTS Since its inception in 1967, the
NYCIDA PROJECT COST/BENEFIT ANALYSIS June 5, 2014
NYCIDA PROJECT COST/BENEFIT ANALYSIS June 5, 2014 APPLICANT Skyline Restoration Inc. CGI Northeast, Inc. Spring Scaffolding LLC Metropolitan Northeast LLC 11-20 37 th Avenue Long Island City, NY 11101
Glen Hills Area: Septic System and Public Sewer Q & A Information Sheet Page 1
Glen Hills Area: Septic System and Public Sewer Q & A Information Sheet Page 1 The Montgomery County Dept. of Environmental Protection, in cooperation with the Dept. of Permitting Services and the Washington
30-DAY PUBLIC NOTICE CHELSEA RIVER, EAST BOSTON MASSACHUSETTS EMERGENCY STREAMBANK PROTECTION PROJECT
PUBLIC NOTICE Engineering/Planning 696 Virginia Road Concord, MA 01742 Date: 10 November, 2015 Comment Period Ends: 10 December, 2015 In Reply, Refer To: Robert Russo Or by e-mail: [email protected]
How To Plan A Buffer Zone
Backyard Buffers Protecting Habitat and Water Quality What is a buffer? A buffer (also called a riparian buffer area or zone) is the strip of natural vegetation along the bank of a stream, lake or other
Muddy River Restoration Project Project Description
Muddy River Restoration Project Project Description Since the fall of 1996, the Muddy River has flooded three times, causing damage to residents, businesses institutions and the public transit system in
Guide to agrichemical use in Resource Management Plans Northland Region as at October 2011
Guide to agrichemical use in Resource Management Plans Northland Region as at October 2011 Northland Regional Air Quality Plan Note: This guide is intended to assist users and applicators understanding
Living on the Fox River
This information could save you money! Living on the Fox River A Riverfront Property Owners Guide This brochure was developed by Fox River Ecosystem Partnership in cooperation with the Kane-DuPage Soil
Part B Integrated Monitoring Design for Comprehensive Assessment and Identification of Impaired Waters Contents
Part B Integrated Monitoring Design for Comprehensive Assessment and Identification of Impaired Waters Contents Chapter 10. Selecting Metrics or Indicators of WQS Attainment... 10-2 Chapter 11. Monitoring
Estabrook Dam A Discussion of Alternatives. Public Scoping Meeting June 5, 2014
Estabrook Dam A Discussion of Alternatives Public Scoping Meeting June 5, 2014 Presenters Kevin Haley, PLA, Milwaukee County Don Pirrung, P.E., PH, AECOM Mike Hahn, P.E., PH, Southeastern Wisconsin Regional
Environmental Guidelines for Preparation of an Environmental Management Plan
2013 Environmental Guidelines for Preparation of an Environmental Management Plan Environmental Management Division Environmental Protection Agency 3/13/2013 ENVIRONMENTAL GUIDELINES FOR PREPARATION OF
Frequently Asked Questions about Septic Systems
What is a septic tank? Where is my septic tank located? Do septic tanks last forever? What should and should not go into my septic tank? How can I tell if my septic tank is working properly? Why should
Stormwater Wetland Design and Construction Mitigation Duke Bitsko. Construction Activities, Schedule and Sequence Tom Ritchie
September 7, 2011 Welcome Catherine Daly Woodbury DCR Coordination Dan Driscoll Project Background Catherine Daly Woodbury Stormwater Wetland Design and Construction Mitigation Duke Bitsko Construction
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)
Land Disturbance, Erosion Control and Stormwater Management Checklist. Walworth County Land Conservation Department
Land Disturbance, Erosion Control and Stormwater Management Checklist Walworth County Land Conservation Department The following checklist is designed to assist the applicant in complying with the Walworth
Partnerships in Achieving Green Infrastructure Goals
Partnerships in Achieving Green Infrastructure Goals Debra Mitchell, FASLA, LEED AP SmithGroupJJR Patrick Brawley, ASLA SmithGroupJJR Aaron Durnbaugh, Director of Sustainability Loyola University Chicago
Recommended Land Use Guidelines for Protection of Selected Wildlife Species and Habitat within Grassland and Parkland Natural Regions of Alberta
Fish and Wildlife Division Sustainable Resource Development Recommended Land Use Guidelines for Protection of Selected Wildlife Species and Habitat within Grassland and Parkland Natural Regions of Alberta
Storm Water Runoff. Managing. A Self-Assessment Guide for Wisconsin Businesses. Storm water runoff is coming. This guide provides businesses
Managing Storm Water Runoff A Self-Assessment Guide for Wisconsin Businesses Storm water runoff is coming under increasing scrutiny as both a source of pollutants to our lakes and streams, and as a cause
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
Background Information: The Mamquam River Floodplain Restoration Project
Background Information: The Mamquam River Floodplain Restoration Project The Mamquam River Floodplain Restoration project is being undertaken in partnership with the Squamish River Watershed Society, Fisheries
Environmental Case Study Decatur, Georgia, DeKalb County A Suburban Creek Resists Channelization
Introduction A visual examination of Doolittle Creek in a highly developed suburban county in Georgia yielded telltale signs of a creek whose original streambed had been altered. Examination of official
Element 3: OVERFLOW EMERGENCY RESPONSE PLAN
Element 3: OVERFLOW EMERGENCY RESPONSE PLAN The section of the SSMP discusses the City s overflow emergency response plan, which is included in full in Appendix B. This section fulfills the Overflow Emergency
Los Angeles Union Station, CA Sustainable Neighborhood Assessment. April 22-23, 2014
Los Angeles Union Station, CA Sustainable Neighborhood Assessment April 22-23, 2014 Sustainable Neighborhood Assessment Through the Sustainable Neighborhood Assessment Tool developed by Global future development
LEAGUE NOTES ON APPROVED COMMUNITY WATER SUPPLY PLAN
1 AUGUST 2011 LEAGUE NOTES ON APPROVED COMMUNITY WATER SUPPLY PLAN KEY ELEMENTS OF THE PLAN: 1. Replace the existing unsafe Ragged Mountain dam with a new dam and raise the reservoir pool level initially
INFRASTRUCTURE, FLOOD PROTECTION AND REMEDIATION. Infrastructure Flood Protection Remediation Policies
INFRASTRUCTURE, FLOOD PROTECTION AND REMEDIATION Infrastructure Flood Protection Remediation Policies DRAFT POOLBEG PLANNING SCHEME 196 FIGURE 9.1: UTILITIES WAYLEAVES Electricity Cables 8m Wayleave for
United States Environmental Protection Agency Office of Water 4204. Benefits of Protecting Your Community From Sanitary Sewer Overflows
United States Environmental Protection Agency June 2000832-F-00-005 Office of Water 4204 Benefits of Protecting Your Community From Sanitary Sewer Overflows Sanitary Sewer Overflow Control Enhances Community
Green Spaces to Improve Waterways and Communities
Green Spaces to Improve Waterways and Communities Thomas M. Evans, ASLA LEED AP Green Infrastructure Design Services Director Cleveland, Ohio Northern Michigan Green Infrastructure Conference June 4, 2015
1. INTRODUCTION 5. THE PERMIT PROCESS
1. INTRODUCTION Laws of the United States and the State of Iowa have assigned the US Army Corps of Engineers and the Iowa Department of Natural Resources with specific and different regulatory roles designed
Interim Technical Guidelines for the Development of Environmental Management Plans for Underground Infrastructure Revised - July 2013.
Interim Technical Guidelines for the Development of Environmental Management Plans for Underground Infrastructure Revised - July 2013 Rationale Underground infrastructure may be at risk from valley, streambank
City of Green Bay Department of Public Works Engineering Department
City of Green Bay Department of Public Works Engineering Department The Difference Between Sanitary & Storm Sewers Contact Information: Department of Public Works City Hall 100 North Jefferson Street,
