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MIAMI
RIVER COMMISSION STORMWATER SUBCOMMITTEE STATUS REPORT ON THE UPPER WAGNER CREEK WATER QUALITY IMPROVEMENT PLAN Wagner Creek stormwater report |
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.I. Plan Introduction: |
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The Upper Wagner Creek Water Quality Improvement Plan (UWC Plan) was borne out of a recognized need to improve the water quality in the Miami River. Under the direction of the Miami River Coordinating Committee (predecessor of the Miami River Commission) the UWC Plan was completed in June 1996 with the input of various agencies and recognized experts in the civil engineering and environmental community. The group concluded that previous plans dealing with water quality in the Miami River were hampered by having large geographic scopes that encompassed too many problems spreading effort and funding over a wide spectrum. The group felt that by narrowing the focus on a priority area, it would result in more concentrated activity with measurable productivity. The Upper Wagner Creek area was selected because it was determined to be among the most polluted waters in Dade County. The Plan identifies a series of objectives, strategies and tasks to improve the water quality of Upper Wagner Creek with the eventual goal of "transforming the upper Wagner Creek into a community amenity with pristine water and abundant biological resources enhancing Biscayne Bay". It was felt that the lessons learned in improving the water quality in this area could be readily transported to other sections of the River and thereby improve the water quality of the entire River watershed. The following is a list of organizations that assisted in the development of the Upper Wagner Creek Water Quality Plan and contributed their expertise to improve water quality in the Miami River:
This report is intended to review the UWC Plan and to discuss its' accomplishments and shortcomings. Importantly, it is intended to provide recommendations for future water quality improvement actions for the entire Miami River watershed. |
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II. DEFINITIONS |
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In order for the average individual (i.e. non civil engineer or environmental specialist) to clearly understand this report the following terms that are used throughout this report are defined: Storm Sewer System - This is an engineered system of culverts and underground pipes that drains rainwater from roadways and neighborhoods and its primary function is to prevent flooding. This system directs stormwater into the river, bay or ocean. Sanitary Sewer System - This is an engineered system of underground pipes that carries sewer waters from toilets, showers, dishwashers, etc. to a water treatment facility, where the sewage is treated and the treated water in south Florida is discharged into the ocean. The sanitary sewers have numerous pump stations and "push" the sewer water to the treatment facility. Surface Water Runoff - This is basically rainwater that flows along the surface of the ground or roadway and flows by gravity into a stormwater system, stream, river, bay and or the ocean. Ideally surface water should drain into the ground, however, with roadways, parking lots and other urban development, surface water cannot drain into the ground and the runoff flows into the stormwater systems and the river and carry pollutants from the ground's surface into the river. (example: Oil that leaks from vehicles onto the roadways and parking lots is washed into the river and bay by surface water runoff.) Solid Waste - This is primarily trash, but can include material such as unsold or rotten produce, litter, tree stumps, materials resulting from building demolition, derelict vessels, abandoned cars, etc. Trash, litter and small solid waste materials are commonly carried by surface water runoff and eventually the trash ends up in the river, bay and ocean via the stormwater system or simple surface water runoff. Watershed - The surrounding area of land that delivers water runoff to a particular river or stream. For example, the water that enters the Miami River comes from the Miami River Watershed. Point Source Pollution - Sources of pollution coming from a specific point of discharge such as a pipe from a factory or an oil spill emanating from a hole in a vessel. Non-Point Source Pollution - Sources of pollution that come from many general sources. Stormwater runoff is an example of non-point source pollution because pollution from many sources combines with the rainwater. Stormwater runoff can contain fertilizers from lawns, gardens and golf courses, street litter, and oil and grease from parking lots and roadways. According to the Florida Department of Environmental Protection, most of Florida's water pollution comes from contaminated stormwater runoff. Fecal Coliform Bacteria - This is human waste. Levels of this pollutant can be measured by water quality testing methods. The State of Florida sets the safe health standard as less than 1000 fecal coliform bacteria per 100 milliliters. Sadly, Wagner Creek exceeds the state fecal coliform levels almost 100% of the time with some tests exceeding the standard by a multiple of 10,000 times the safe level. NPDES - This stands for National Pollution Discharge Elimination System. NPDES permits are required by the EPA for certain businesses and is basically a program that reduces or eliminates pollutant discharges from the business and/or rainwater runoff from the property. |
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III. GENERAL OVERVIEW AND PROBLEM STATEMENT |
Historically, the Miami River originated in the Everglades and flowed through the Atlantic Coastal Ridge into Biscayne Bay. Today, the river remains the largest tributary to Biscayne Bay and is an economically important waterway for commercial and recreational maritime interests as well as an environmentally important waterway for the continued health of Biscayne Bay. In addition to being the Bay's largest tributary, the Miami River is unfortunately one of the Bay's greatest sources of pollution. The Miami River has had a history of water quality problems from the time the city grew up along its banks. Pollution flowing from the River into the Bay has been a concern raised in numerous reports, studies and investigations since the 1940's. Addressing the water quality degradation has been difficult, because it is caused primarily by non-point source pollution. Most of the Miami River's pollution is carried into the river by stormwater runoff, sewage system leaks or improper connections to the stormwater system and "poor housekeeping" practices throughout the 69-square-mile Miami River watershed. Pollutants enter the river at numerous different locations. The western portion of the Miami Canal drains highly urban areas, industrial areas, and some areas that are primarily agricultural. The lower portion of the river drains the highly urban and commercial area of downtown Miami. The first pollutant source we will discuss comes from sanitary sewage collection systems. The function of the sanitary sewer system is to transport sewage from homes and businesses via a piping system to a treatment facility. At the water treatment facility, sewage is treated and treated water is pumped offshore. The Miami River's sewage pollution problem is primarily the result of old, leaking piping systems, a sewage system that historically was interconnected with the stormwater system and many of those connections still exist, and the continued illegal and improper connections of sewage systems to the stormwater system. The River receives the bulk of its contaminants primarily through the stormwater system. The first one inch of rain water or surface water runoff has shown to hold the majority of the pollutants. Current EPA regulations require new businesses or developments to contain the first inch of rain on the property; however, existing businesses and developments are not required to meet this regulation. Improper land uses or drainage systems result in this water and pollutants being directed into the stormwater systems instead of properly percolating through the ground or being treated on site. Stormwater systems are basically open systems designed to collect excess water created by storms and transport this excess water to streams, rivers, bays or the ocean. Unfortunately, this system acts as a major source of pollution by collecting and transporting rainwater and pollutants as well as solid and liquid wastes that result from "poor housekeeping" or illegal dumping activities. These above factors have caused the Miami River to have water and sediments, which continually do not meet county and state standards. Now that we have identified how and where pollutants enter the River and the Bay, the next logical question is what are the associated problems created by this pollution? Pollution has been an acknowledged problem in the Miami River for years. However, it has been difficult to stop the degradation because much of it is caused by non-point source pollution. This leads to a constant low-level pollution to the River and has caused cumulative ecosystem damage. Examples include, but are not limited to, contamination with metals, toxic organic compounds, petroleum, and petroleum-based substances and fecal coliform bacteria. Monitoring studies have shown that stormwater runoff is responsible for conveying tons of solids into the river each year. Other pollution related problems have been caused by specific events. One example of these types of events would be sewage pollution from emergency overflows or a pipe rupture. These events result in immediate human health hazards or immediate impacts to the ecosystem. Sewage pollution from system overflows has decreased, but exfiltration from damaged pipes or illegal connections continues to be a major problem. Another resulting problem is that this contaminated water and sediment flows into Biscayne Bay, and creates problems for that ecosystem. |
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IV.
SPECIFIC
Stormwater Systems:
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The Miami River Commission's Stormwater Subcommittee has divided the UWC Plan into five sections under which the plan can be critiqued. They include: stormwater systems, storm sewer systems, enforcement and compliance activities, community outreach and education and the Allapatah Produce Market area. 1. Problem/Discussion Stormwater Systems are designed to collect and drain excess water created by storms. However, this system acts as a major source of pollution to the Miami River by collecting contaminants in the surface water as well as solid and liquid wastes from "poor housekeeping practices" and illegal dumping. In addition, this system can overload during large rainfall events such as Hurricane Irene and cause flooding. This sometimes causes floodwaters to infiltrate the sanitary sewage collection system and cause overflows or overloading of the sanitary sewer system. The end result is that fecal coliform bacteria enter the waters of rivers, bays and the ocean. Wagner Creek has very high levels of fecal coliform bacteria. 2. Strategy of UWC Plan: The strategy of the UWC Plan was to improve stormwater runoff water quality to meet water quality targets and loads. This was to be done by accomplishing six tasks:
3. UWC
Plan Accomplishments: The City of Miami contracted a consulting firm, Cap Dresser &McKee (CDM), and CDM developed the "Wagner Creek/Seybold Canal Stormwater Master Plan Update", completed in July 1999. This report was created with the help of agencies including: FDEP, DERM, SFWMD, and the City of Miami. The CDM Master Plan suggested the major goals should be to improve flood control, water quality protection, wetland management, and aquifer recharge. They recommended that this should be done through public awareness and education, development of a flexible phased approach, use of proper methods and tools, and field verification of critical data to ensure the plan meets its' goals. In meeting the UWC Plans educational goals, DERM and FDEP created brochures about stormwater systems and general pollution prevention in English, Spanish, and Creole. In addition, DERM has an educational tool that depicts an active stormwater system. This display is used at schools and public gathering presentations and is called "Enviroscape". The City of Miami completed retrofitting storm sewers in Morris Park and dredged some upper sections of Wagner Creek and retrofitted storm sewers. The city expended $4.6 million on these improvements. Additionally, the City has applied in July 1999 for environmental permits for Phase IV and Phase V Wagner Creek projects for dredging and retrofitting storm sewers. These projects are awaiting DERM approval. The City of Miami continues to prioritize Wagner Creek for Vactor truck operations. Vactor truck reports indicate improvements, however, they are still encountering problems with agriculture products and trash in stormwater catch basins. 4. Recommendations: The Stormwater Subcommittee has reviewed the accomplishments and shortcomings of the UWC Plan in the area of Stormwater systems and recommends the following:
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V. SANITARY SEWER SYSTEM |
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Problem/Discussion 2. Strategy of UWCP: The strategy of the UWCP was to implement a sewage infrastructure improvement plan. This was to be accomplished through four primary tasks:
3. Accomplishments: The SSC's first actions on this issue were to investigate existing sewer lines for leaks or faulty/improper connections. Mr. John Chorlog of MDWASD reported on this issue.
4. Recommendations The Stormwater Subcommittee recommends the following:
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VI. ENFORCEMENT AND COMPLIANCE |
1. Problem/Discussion: 2. Strategy of UWC Plan:
3. Accomplishments: A multi-agency task force was developed and multi-agency inspections completed throughout the UWC area with significant compliance improvements noted.4. Recommendations:
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VII. COMMUNITY OUTREACH |
1. Problem /Discussion: Businesses and residents in the UWC area were unaware that their poor housekeeping practices were a major contributor to water quality degradation in Wagner Creek and the Miami River. Businesses and residents often allowed (and sometimes directed) solid waste, cleaning agents, and petroleum based products into the storm sewer system. This lack of knowledge or in some cases illegal activity significantly contributed to pollutant load carried into the Creek and the River. 2. Strategy of UWC Plan:
3. Accomplishments:
4. Recommendations:
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Problem/Discussion
Strategy of UWCPlan The strategy of the UWC Plan to clean up the Allapatah market was to implement a comprehensive compliance and enforcement program through four main tasks:
3. Accomplishments: Improvements in the Allapatah Produce Market operation have been a great success story due to the creation of a multi-agency inspection task force and the dedication of Allapatah NET Office. Conditions in this are have been greatly improved as the result of several actions by coordinating agencies.
3. Recommendations The Stormwater Subcommittee recommends the following:
Prepared by Jason Domark in coordination with Capt. David Miller |
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VIII. ALLAPATAH MARKET ISSUES: |
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