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Complete report - Partners for Clean Streams

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area (as recommended in the Point Place Flow Monitoring and Evaluation Study<br />

(January 1995)) was to convert the preliminary diagnosis into firm conclusions as to<br />

the presence, location and magnitude of the inflow and infiltration. Systematic<br />

methods were used to locate defects in the manholes and sewers, sources of<br />

infiltration and inflow, and deficiencies in the sewer system, including smoke testing,<br />

manhole inspections, internal television inspection, flow isolations, and dye testing.<br />

Results of the survey confirmed the presence and location of several potential<br />

sources of inflow and infiltration in 16 basins, with moderate and severe infiltration and<br />

inflow related to rainfall. For each potential source located, an estimated volume of<br />

infiltration and inflow was attributed based on the condition of the source and the<br />

potential source was evaluated to determine whether the source could be reduced or<br />

eliminated. The cost of rehabilitation and removal was compared to the cost of relief<br />

or replacement sewers required <strong>for</strong> transport and treatment.<br />

Survey results located or identified the following: broken pipe, cracked pipe, offset<br />

joint, open joint, root intrusion, blockages, and connections with storm sewers.<br />

Recommended projects were divided into two phases. The projects recommended in<br />

Phase I will reduce some major deficiencies and significantly reduce the sanitary<br />

sewer overflows in the Point Place sanitary sewer system. Phase 1 projects include:<br />

- Manhattan Boulevard Pump Station<br />

- Eliminate Cross-Connections with Storm Sewers<br />

- <strong>Clean</strong> Sewers<br />

- Replace Deficient Sanitary Sewer<br />

After Phase I projects were completed, the system was to be evaluated as part of<br />

project certification. After project certification, Phase II projects will be reevaluated.<br />

Phase II projects will eliminate the remaining sewage sanitary overflows by<br />

transporting the excess sewage to an equalization basin or directly to the treatment<br />

plant if capacity is available. Phase II would occur between 2002-2006. Currently<br />

recommended Phase II projects include:<br />

- Eliminate 290 th Street Sanitary Relief Pump Station<br />

- Eliminate 145 th Street Pump Station<br />

- Rehabilitate the 129 th Street Lift Station<br />

- Construct relief sewers in Edgewater Drive<br />

- Construct an Equalization Basin at the wastewater treatment plant<br />

Lead Organization:<br />

City of Toledo<br />

Combined Sewer Overflow Impact Study<br />

1997<br />

Description:<br />

This Impact Study recommended the following projects to further abate Toledo’s CSO<br />

impacts to the Ottawa River:<br />

- Partial separation of Lagrange Area - scheduled <strong>for</strong> completion 2000.<br />

- Partial separation of Monroe South area (in 2002)<br />

- Ottawa River CSO storage/treatment facility (Phase 1 - Lockwood, Ayers,<br />

and Monroe – in 2002)<br />

- Ottawa River CSO storage/treatment facility (Phase 2 - Lagrange,<br />

Windermere and Devilbiss - in 2004)<br />

Activities and Accomplishments<br />

in the Maumee Area of Concern<br />

179<br />

Issue 6: Combined<br />

Sewer Overflows

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