Monitoring

The adaptive environmental management (AEM) cycle identifies monitoring as a key element in the knowledge building and learning process.

Overview

An inspection and monitoring program is a fundamental part of implementing stormwater management plans and operating facilities. The program evaluates whether a stormwater management practice or system is constructed and functioning according to design and meets the environmental and public health and safety objectives it was designed to meet.

Detailed inspections and monitoring during and after project implementation also help identify potential problems before they grow into larger issues and provide project management staff with opportunities to learn from mistakes and improve processes and designs in future projects. This process of continuous learning and improvement is often referred to as ‘adaptive management’ which ‘promotes flexible decision making that can be adjusted in the face of uncertainties as outcomes from management actions and other events become better understood’ (this can be seen in the image above).

It is important to view inspections and monitoring as part of a single program that strives to meet overlapping goals and shares the same overarching objective of continuous learning and improvement. Key types of inspections and monitoring initiatives include:

• Construction inspections: These inspections are conducted by qualified staff just prior to construction of stormwater feature and at intervals throughout construction corresponding to major milestones such as the completion of excavation, connection of drainage pipes, media placement, etc. Approved erosion and sediment control plans and site/feature design drawings provide the benchmark against which construction outcomes are evaluated.

• Assumption inspections: These inspections assess whether the stormwater management practice has been constructed in accordance with the design drawings and that approved design modifications (if any) meet expectations. These inspections are conducted after substantial completion of construction prior to the beginning of the ‘warranty period’ (typically 2 years), and again at the end of the ‘warranty period’ and prior to final assumption of ownership by the municipality or owner.

• Routine operation and verification inspections: These inspections are conducted by maintenance crews after assumption of the facility and are typically followed by various maintenance tasks identified as necessary to restore the visual appeal of the practice and ensure any functional issues are addressed. Routine Inspections occur at regular intervals throughout the year, while verification inspections entail more detailed assessments conducted periodically (e.g. every 5 years) to evaluate whether minor or major repairs are needed to rehabilitate overall system function.

• Functional monitoring: This type of monitoring is often conducted with continuous measurement devices (e.g. water level sensors, water temperature sensors) over a period of time to evaluate the function of the system during and after rain events. Typical functional monitoring parameters may include inlet and outlet function, surface and subsurface water level changes, overflow frequency and soil moisture/salinity conditions (see below for more details). Functional monitoring may occur any time after substantial completion of construction. Conducting functional monitoring during the warranty period can simplify and/or replace the tasks needed for assumption inspections, since the former can be regarded as a more detailed form of an assumption inspection.

• Performance monitoring: This monitoring evaluates how well a stormwater management feature or management measure performs in comparison with a range of performance indicators or design targets (e.g. peak flow attenuation, volume reduction) to determine whether design criteria has been met and to compare how this practice performs relative to other stormwater facilities, technologies and/or development contexts. This more detailed monitoring would typically occur after the development site has been stabilized either before or after site assumption by the municipality or owner. Conducting performance monitoring after substantial completion of construction can replace and/or simplify the tasks typically undertaken through both functional monitoring and assumption inspections because performance monitoring involves a wide range of detailed measurements, including many of the same measurements undertaken through simpler inspection and monitoring programs.

• Environmental effects monitoring: This monitoring is designed to assess the cumulative impact of land use changes and stormwater management measures on groundwater, terrestrial system and/or the environmental health of a stream reach, subwatershed, watershed, or individual community. Understanding environmental effects requires quantifying key sources of hydrologic and chemical changes within the contributing drainage area, monitoring the major management measures put in place to mitigate land use changes, and evaluating changes in physical, chemical and biological indicators of the environmental systems of interest (e.g. groundwater, receiving waters, terrestrial systems). Where budget is limited, an environmental effects monitoring program may be scoped to evaluate impacts on a limited range of environmental variables (e.g. stream health, groundwater contamination).

Inspections

Detailed guidance on the various types of inspections required as part of a comprehensive inspection and maintenance plan is provided on the wiki inspection and maintenance page here:

Monitoring

Unlike centralized stormwater management facilities, the LID approach involves the installation of many smaller stormwater management practices distributed across the landscape. Therefore, it is often not cost effective to conduct functional and/or performance monitoring of every practice.

For this reason, an effective monitoring program will ensure that all practices undergo the inspections detailed above, but only representative practices are selected for continuous functional and/or performance monitoring. Since functional monitoring is relatively simple and cost effective to undertake, it may be applied to a larger number of features than would be possible if more quantitative data on performance was required. Detailed performance monitoring should be reserved only for new technologies or new configurations of practices for which local data on performance is lacking.

Stormwater practices suitable for 'functional monitoring' may include ones that:

1. Have underground drainage pathways that may not be captured through visual inspections;
2. Have undergone design modifications during construction that may have influenced system function;
3. Were identified during visual inspections as having potential deficiencies;
4. Could benefit from additional monitoring to refine planned maintenance programs or elucidate system response and function during rain events of varying size.

Stormwater practices that may be suitable for 'performance monitoring' may include:

1. New technologies for which detailed monitoring data are needed to verify performance against design criteria and/or provide information on potential design improvements for future site applications;
2. Technologies or series of technologies configured or installed in a unique way for which detailed monitoring data are needed to understand performance;
3. Projects designed as a pilot demonstration with specific learning outcomes that could be transferred to future sites with similar technologies or management measures.
   

Functional Monitoring

The purpose of functional monitoring is to verify that stormwater is being conveyed through the stormwater management technology as expected, and that other non-hydrologic objectives of the practice (e.g. plant survival, temperature mitigation, aesthetics) are being satisfactorily achieved. It is differentiated from performance monitoring in that the measurements are relatively simple and cost effective. As such, they are not intended to provide precise quantitative values that can be compared to design criteria such as outflow release rates and suspended solids removal. Examples of continuous functional measurements in LID practices during rain events may include:

Example of a visual indicator to be used when assessing the condition of a given LID feature. Here we see excessive sediment accumulation at the inlet/curb cut of a bioretention cell. Source: (TRCA, 2016)..

Visual Indicators Framework - Bioretention/Swales

Measurement type	Stormwater practice type	Purpose of Measurement	Required equipment
Surface Ponding	Bioretention Cells, Rain garden, Bioswale, Enhanced grass swales	Measures duration and depth of surface ponding relative to design objectives. Indicates whether media infiltration rates and ponding durations meet expectations. Indicates size and intensity of rain events causing overflow if the overflow pipe is on the surface.	Water level sensor(s) installed on the soil surface
Subsurface water level fluctuations	Bioretention Cells, Rain garden, Bioswale, Enhanced grass swales, Permeable pavements, Infiltration chamber	Provides a rough measurement of infiltration rates into native soils for full and partial infiltration systems.	Water level sensor(s) installed in wells or access manholes
Catch basin water level fluctuations	Stormwater Tree Trenches	Indicates whether water is flowing freely from the CB through the perforated distribution pipe. If an overflow pipe is located in the CB, water fluctuation measurements will indicate frequency of overflows	Water level sensor in the inlet catch basin
Water level fluctuations	Wet ponds, constructed wetlands, OGS, Filtration MTDs, Rainwater Cisterns	Indicates whether design stage discharge curve is achieved in practice. Larger than expected water level fluctuations (i.e. long drawdown times) may indicate outlet clogging. Also, measurements may indicate size/intensity of rain events causing overflow or bypass.	Water level sensor(s) installed below permanent pool
Temperature	All practices for which thermal mitigation may be a concern (e.g. ponds, cooling trenches, etc.)	Indicates change in water temperature from the inlet to outlet, as well as the absolute outflow temperature relative to design targets. In some instances, the difference in temperature from the top to bottom of the practice may also be of interest as this can influence dissolved oxygen levels and chemical stratification and release.	Water temperature sensor at the inlet and outlet. Sensors at different depths in the facility to determine how different designs may influence thermal stratification.

Soil, sand and minerals washed from land into water, usually after rain. They pile up in reservoirs, rivers and harbors, destroying fish-nesting areas and holes of water animals and cloud the water so that needed sunlight might not reach aquatic plans. Careless farming, mining and building activities will expose sediment materials, allowing them to be washed off the land after rainfalls.

The drainage area of one or more contributing watercourses to a river.

The drainage area of a river.

An area of land that drains into a river or a lake. The boundary of a watershed is based on the elevation (natural contours) of a landscape.

The total surface area upstream of a point on a stream that drains toward that point. Not to be confused with watershed. The drainage area may include one or more watersheds.

The water below the surface, and typically below the groundwater table.

Watercourses and Lake Ontario, to which Stormwater and Combined Sewer Overflows discharge.

Low Impact Development. A stormwater management strategy that seeks to mitigate the impacts of increased urban runoff and stormwater pollution by managing it as close to its source as possible. It comprises a set of site design approaches and small scale stormwater management practices that promote the use of natural systems for infiltration and evapotranspiration, and rainwater harvesting.

A shallow excavated surface depression containing prepared filter media, mulch, and planted with selected vegetation.

Toronto and Region Conservation Authority

A shallow excavated surface depression containing prepared filter media, mulch, and planted with selected vegetation.

A shallow constructed channel, often grass-lined, which is used as an alternative to curb and channel, or as a pretreatment to other measures. Swales are generally characterized by a broad top width to depth ratio and gentle grades.

Ground depression acting as a flow control and water treatment structure, that is normally dry.

Sustainable Technologies Evaluation Program

Low impact development is a stormwater management and land development strategy applied at the parcel and subdivision scale that emphasizes conservation and use of on-site natural features integrated with engineered, small scale hydrologic controls to more closely mimic pre-development hydrologic functions.

A stormwater management strategy that seeks to mitigate the impacts of increased urban runoff and stormwater pollution by managing it as close to its source as possible. It comprises a set of site design approaches and small scale stormwater management practices that promote the use of natural systems for infiltration and evapotranspiration, and rainwater harvesting.