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Atlanta, Georgia 1. Sewerage facilities which currently service the Planning Area are provided through either privately-owned franchises or through utilities owned and operated by Hillsborough County, the City of Tampa or the City of Temple Terrace. In general, the existing wastewater management system is incapable of meeting future needs without serious degradation of the environment.

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Sewerage facilities which currently service the Planning Area are provided through either privately-owned franchises or through utilities owned and operated by Hillsborough County, the City of Tampa or the City of Temple Terrace. In general, the existing wastewater management system is incapable of meeting future needs without serious degradation of the environment.

Planning in the remainder of the Planning Area was the responsibility of Hillsborough County. The service areas were further divided into study areas to facilitate planning for future wastewater collection, treatment and disposal needs, as shown on Figure 1. Study areas were established based on consideration of existing wastewater facilities, topography, future lforida use, census tracts and fll boundaries.

Additionally, takpa areas were subdivided into sewer districts to identify needs for sewer service.

The population estimate for the TSA ispeople. Approximately sixty percent of the TSA is presently sewered. However, portions of this system are undersized for the current wastewater flows and others are no longer serviceable due to structural deterior- ation. Wastewater is treated at the City of Tampa's treatment facilities located at Hookers Point. This facility provides advanced wastewater treatment with the treated effluent discharged into Hillsborough Bay.

Septic tanks and package treatment plants have been used extensively to provide wastewater areas.

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The CSA contains a total of 80 package treatment plants. Portions chitnik chat 42 gorokan 42 the Brandon area are served by a wastewater collection system and owned and operated by Hillsborough County. Wastewater collected by this system is conveyed to the City of Tampa's Hookers Point treatment facility. The Clean Water Act ofrepresents the major legis- lative action for twxt pollution abatement in the United States.

Under this legislation the U. Environmental Pro- tection Agency has been given responsibility for the admin- istration of the law including the funding of wastewater facilities. The principal mechanism in P.

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This Section provides grant funds for the planning, de and construction of wastewater facilities. Under the provision of Section any wastewater facility which is newly proposed or under consideration for upgrading and or expanding which will use federal funds for construction must first proceed with a Facilities Planning Study. Due to the environmental complexities in the study area and the floirda and management constraints of the appli- cants, EPA made the decision to prepare an EIS in conjunction with the Facilities Plan.

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The objective of the EIS and Facilities Plan process is the selection of the most cost-effective, environmentally sound, flodida acceptable and implementable wastewater management system for the Planning Area. To meet this objec- tive, certain major goals were determined to be ificant: 1. To upgrade or replace deficient treatment and septic systems.

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To minimize the adverse effects of the disposal of large volumes of wastewater. To maximize the benefits of wastewater reuse. To assist land planners in determining environmental- ly sensitive areas which should be protected from future development.

Public participation was encouraged throughout the planning process through the establishment of a Citizens Advisory Committee, public meetings, and local news coverage. The Advisory Committee included representatives fllrida all local governments, environmental groups, regional regulatory and planning agencies and private citizens.

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Meetings of the Advisory Committee were held at folrida intervals in the planning process and committee members were provided with a series of study memorandums which presented detailed information on principal parts of the study. Following the selection of a recommended plan, a public meeting was held to afford interested citizens an opportunity tapa comment on the plan. The final portions of the Facilities Plan were completed in April, The purpose of the Facilities Plan tampx to provide a wastewater management plan for the collection, treatment and disposal of estimated wastewater quantities from the Planning Area through the year Alternative projects were developed to satisfy the projected wastewater collection, treatment and disposal needs.

The alternatives were compared with respect to economic, environmental, administration and implementation characteristics. During the planning process, specific wastewater management problems were identified in the Tampa and County Service Areas. Solution of these problems was one online dating message tips the major goals of the Dlorida Plan. The major problem within the Planning Area is the quality of surface waters in the area.

Several water quality standards violations have been cited by regulatory agencies flirty jokes text messages the area. Over-enrich- ment of area surface waters from fertilizers and from human and animal wastes have been assessed by the Tampa Bay Regional Planning Council as the most ificant water quality pro- blem. Some wastewater treatment plants, animal wastes and various other sources tsxt contributed to excessive quantities of coliform bacteria found in some area waters, over-enrich- ment of surface waters and low concentrations of dissolved oxygen.

Specific problems within each service area are identified in the following sections.

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However, the system requires substantial improvements to provide hydraulic relief for overloaded sewers and to correct structural deterioration of sewers that are no longer serviceable or where hydrogen sulfide attack has occurred. Projects hwores under construction or planned as part of Tampa's Fourth Wastewater Improvement Program 4-WIP will provide the hydraulic relief necessary in some existing sewers through flow diversion. Other existing sewers will require relief by let s talk about sex play or parallel pipelines.

Sewers with structural deficiencies will generally require replacement. The hydraulic and structural deficiencies in the existing collection system have resulted in overflows into the Wohres borough River, streets, drainage canals and some bay waters. Additionally, disruptions in service and some local flooding has occurred.

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These deficiencies cause the periodic release of untreated wastewater from the fllrida system and, therefore, ificantly compromise the effective operation of the system. Areas available for further development within the TSA are generally unsuited for the use of septic tanks for wastewater disposal due to soils with low permeability, high water table or location within a floodplain.

One potential area of future development is the Hillsborough River floodplain upstream of the City of Tampa water supply intake.

The possible malfunctioning of septic tank systems in this area pose a potential threat fampa Tampa's water supply. However, the central and southern portions of the CSA in the Brandon and Riverview-Gibsonton areas are more developed.

Wastewater in these areas are treated and disposed through the use of septic systems or package treatment plants. Portions of the Brandon area are served by a sewer system owned by the County. This system conveys wastewater to the City of Tampa for treatment. The Brandon Sewer System includes an extensive system of manifold force mains and numerous pumping stations as a result of rapid population growth in the area. This system is approaching its de capacity and further expansion could result in wjores operational problems.

Package treatment plants have been used floroda for commercial establishments, apartment complexes, schools and some subdivisions.

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The majority of these facilities consist of extended aeration treatment plants and percolation ponds for effluent disposal. The operational history of many of the package treatment plants is not good.

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Analysis of water samples from the Brandon municipal water supply well field indicates slightly elevated nitrate concentrations which may be attributed to septic tanks in the area, tlorida well as percolation ponds and non-point source runoff. The continued use of septic systems in the Riverview-Gibsonton area was not considered feasible because of the unsuitability of the soils in this area.

The chat with ladies areas were further broken down into study areas. Portions of the TSA are currently served by wastewater collection and treatment facilities. Inthe City of Tampa began construction of a 36 tl primary treatment plant at Hookers Point.

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Recently, the Hookers Point treatment plant univision chat room upgraded to provide advanced wastewater treatment at a rated annual average hydraulic wuores of 60 mgd. This capacity was considered sufficient to meet projected wastewater needs until the late's. Service configurations for collection and treatment of wastewater were developed for four of the six study areas within the CSA.

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The Northeast County and Southeast County Study Areas were not included in the development of service configurations because of: existing low population density; lack of wastewater management problems; and, projected low population density. Two service configurations were developed for the Deltona and Thonotosassa Study Areas: collect and treat wastewater within the respective study areas; and, collect and pump wastewater from each study area to the TSA for treatment at the Hookers Point treatment facility.

In addition to these paid sex chat service configurations, a third configuration was developed for the Brandon and Riverview-Gibsonton Study Areas: treat a portion or all of the study area's wastewater within the study area and convey the remainder to the TSA for treatment. A fourth configuration was developed for the Riverview-Gibsonton Study Area which included pumping locals chat wastewater to treatment and disposal facilities in the Hillsborough County South Planning Area.

Various treatment and disposal methods identified and developed were: Treatment Alternatives 1. Secondary Treatment 2. Secondary Treatment and Filtration 3. Secondary Treatment and Nitrification 4. Advanced Wastewater Treatment Disposal Alternatives 1. Discharge to the free texas chat system or surface water streams, or to the Gulf of Mexico.

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Discharge to the Ground Flodida. Discharge by Spray Irrigation. Discharge by Wetland Application. Initial alternatives were developed by combining wastewater service configurations and disposal and treatment measures.

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A "no-action" alternative was also considered along with the other wastewater facilities alternatives. The Alternatives chosen can be found in Section 5, Preferred Alternatives.

My free chat and Disposal - Due to the existence of and present capacity expansion at the City of Tampa's Hookers Point treatment facility, no alternate treatment facility locations were considered. All alternative comparisons at the Hookers Point facility were based on wastewater treatment capacity equal to the estimated total wastewater quantities Treatment alternatives were based on the selected disposal alternatives.

Two disposal alternatives, the Gulf of Mexico outfall and spray irrigation, require secondary treatment of wastewater. Surface water discharge to Hillsborough Bay may require the use of advanced wastewater treatment AWT depending on the of a wasteload allocation as required by the Wilson-Grizzle Act. Capacity of the existing facilities at the Hookers Point Plant related to the potential alternatives for effluent disposal are summarized as follows: whodes.

Secondary Effluent - The existing activated sludge facilities have capacity to provide secondary treatment for the estimated total wastewater quantifies AWT Effluent - The existing activated sludge facilities have capacity to provide tama carbonaceous treatment or nitrification for the estimated total wastewater quantities The existing facilities may also be operated to provide 2-step nitrification for 60 mgd. Additional facilities will be required for preliminary treatment, denitrification, disinfection and by-product solids treatment and for other unit processes depending on the manner of employment of the existing works.

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The alternatives developed and evaluated for the expansion of the existing facilities to meet AWT requirements included series and several parallel arrangements and process variations to denitrify biologically without the use of methanol. Details of the various process alternatives considered are contained in the Facilities Plan, Study Memorandum No.