MWRA's I/I Local Financial Assistance Program provides $460 million in grants and interest-free loans to MWRA sewer communities to perform local infiltration and inflow "I/I" reduction and sewer rehabilitation. Funds are approved for distribution through Fiscal Year 2025.
In June, 2014, on recommendation of the MWRA Advisory Board, the MWRA Board of Directors approved a $160 million addition to the community Infiltration/Inflow Local Financial Assistance Program for FY15-25.
Program enhancements include:
Eligible projects are detailed in the Program Guidelines and include:
MWRA's I/I Local Financial Assistance Program was initiated in May 1993 to provide funding to member sewer communities to perform I/I reduction and sewer system rehabilitation projects within their locally-owned collection systems.
This program is a critical component of MWRAs Regional I/I Reduction Plan. Specifically, local sewer system rehabilitation projects are intended to at least offset ongoing collection system deterioration thus preventing a net increase in regional I/I. In the long-term, system rehabilitation should result in lower I/I, which will allow for future increases in sanitary flows (residential, commercial, industrial, and institutional) without a net increase in total wastewater flow. The program fosters efficient operation and maintenance of local sewer systems.
Regional progress on I/I reduction is detailed in MWRA’s Annual I/I Reduction Report.
Since the program began in 1993, $333 million has been distributed to fund 528 local I/I identification and sewer system rehabilitation projects.
HOW FUNDS ARE ALLOCATED AND DISTRIBUTEDI/I Local Financial Assistance Funds are allocated to member sewer communities based on their percent share of wholesale sewer charges. For grant/loan funds remaining under Program Phases 6/7/8, member communities receive a 45% grant and a 55% interest-free loan. The loan is repaid to MWRA over a 5-year period beginning one year after distribution of the financial assistance.
For grant/loan funds under Program Phases 9 and 10, member communities will receive a 75% grant and a 25% interest-free loan. The loan will be repaid to MWRA over a 10-year period beginning one year after distribution of the financial assistance. Communities are required to exhaust their remaining Phase 6/7/8 funds prior to becoming eligible for distribution of Phase 9 and 10 funds. Phase 9 funds were made available in FY15. Phase 10 funds become available to a community in the fiscal year following the distribution of half of its Phase 9 funds (known as the “trigger” for Phase 10 funds). The allocation of Phase 9 and 10 funds are based upon each community’s percent share of the FY15 wholesale sewer charges, as detailed in the Funding Summary Table (see link above).
APPLICATIONS OVER $2 MILLION ARE SUBJECT TO A 90-DAY NOTIFICATION
The I/I Local Financial Assistance Guidelines require communities to submit completed financial assistance applications at least 30 days prior to the target funding distribution date. For Phase 9 and 10 funds, community funding applications that exceed $2 million are subject to a 90-day notification period prior to the target distribution date. The completed funding application is still due to MWRA 30-days prior to the target distribution date. However, the extended notification period for large funding applications will assist MWRA in budgeting for the Program and management of its Construction Fund. Based on the combined impact of each quarter’s community funding assistance applications, MWRA’s Executive Director is authorized to waive the 90-day notification rule on a case-by-case basis.
COMMUNITY PROJECTED SPENDING PLAN
Beginning in March 2015, MWRA staff (with assistance from the Advisory Board) has surveyed the communities each spring to develop 3-year rolling projected spending plan for Phase 9 and 10 funds. Community projections for the first year should be as close to actual as possible, with the second and third year being planning estimates. The goal will be to provide the best available information to the MWRA Budget Department in early May to assist in finalizing MWRA’s annual CIP.
BACKGROUND ON INFILTRATION AND INFLOW
Wastewater discharged by member sewer communities to MWRA is influenced by seasonal and wet-weather conditions related to infiltration and inflow (I/I). I/I is extraneous water that enters all wastewater collection systems through a variety of sources. I/I, as well as stormwater from combined sewers, reduce sewer system capacity that would otherwise be available to transport sanitary flow.
Infiltration is groundwater that enters the collection system through physical defects such as cracked pipes/manholes or deteriorated joints. Typically, many sewer pipes (as well as private service laterals connecting homes and businesses) are below the surrounding groundwater table. Therefore, leakage into the sewer (infiltration) is a broad problem that is difficult and expensive to identify and reduce.
Inflow is extraneous flow entering the collection system through point sources and may be directly related to storm water run-off from sources such as roof leaders, yard and area drains, basement sump pumps, manhole covers, cross connections from storm drains or catch basins, drains from springs and swampy areas, leaking tide gates, etc.
Inflow causes a rapid increase in wastewater flow that occurs during and after storms. The volume of inflow entering a collection system typically depends on the magnitude and duration of a storm event, as well as related impacts such as snowmelt and storm tides.
TYPICAL SEWER SYSTEM REHABILITATION PROJECTS
Internal television inspection of sewers is performed to identify sewer defects and I/I. The photos below show a technician remotely operating a TV inspection camera inside a sewer pipe. In the second photo, groundwater infiltration into the sewer pipe is viewed through the video from the TV inspection camera.
Smoke testing of sewers is performed to identify direct and indirect stormwater connections to a separate sewer system. Smoke is blown into the sewer system filling the pipes. Smoke escapes through direct or indirect connections which can identify catch basins or area drains improperly connected to a separate sewer system. The photos below show catch basins connected to the sewer system identified through smoke testing.
Sewers and sewer manholes that are in poor physical condition are often replaced using open-cut construction. The three photos below show sewer and manhole replacement in an area near a salt marsh with high groundwater.
Sewer rehabilitation using a cured-in-place pipe liner is one of many “trenchless” technologies for extending the service life of sewers and eliminating groundwater infiltration. The photos below show installation of cured-in-place pipe and a finished lined pipe.
Sewer manholes located in wetland areas, low areas subject to flooding, or salt marshes are more susceptible to physical defects that may allow inflow to enter the sewer system. Winter free-thaw cycles can be damaging to sewer manhole structures. The use of geographic information system (GIS) mapping can be particularly effective in identifying sewer structures located in low lying areas. These structures can then be prioritized for periodic inspection. The three photos below show a defective sewer manhole in a wetland area before and after rehabilitation.
The photos below show a rehabilitated sewer manhole in a salt marsh and the interior of a mahole following the lining process.
Basement sump pumps and roof downspouts directly connected to the sewer (via house or building plumbing) can be significant sources of inflow. These direct connections are not allowed in areas served by separate sanitary sewers. They can be identified through community house-to-house inspection surveys. The first two photos below are typical examples of basement sump pumps connected to house plumbing. The third photo is an example of a roof downspout routed into the building basement where it connects to the house plumbing.
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June 22, 2017