Difference between revisions of "Inspection and Maintenance: Rainwater Harvesting"

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*Trim back tree boughs that hang over the roof area to reduce maintenance needs.
*Trim back tree boughs that hang over the roof area to reduce maintenance needs.
|[[File:CDA Pass RWH.PNG|300px|thumb|center|CDA has not changed in size or land cover. Sediment, trash or debris is not accumulating and point sources of contaminants are not visible.]]  
|[[File:CDA Pass RWH.PNG|300px|thumb|center|CDA has not changed in size or land cover. Sediment, trash or debris is not accumulating and point sources of contaminants are not visible.]]  
|[[File:CDA Fail RWH.PNG|280px|thumb|center|Size of the CDA has changed from design assumptions. A point source for contaminants is visible (i.e. lack of sediment controls on adjacent construction site). (Photo Source: North Carolina Cooperative Extension)]]  
|[[File:CDA Fail RWH.PNG|280px|thumb|center|Sediment and debris is accumulating on the CDA due to deteriorating roof shingles. Eavestroughs need cleaning.]]  
|-
|-
|'''[[Pretreatment]]'''
|'''[[Pretreatment]]'''
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*Remove trash, debris and sediment biannually to quarterly or when the device sump is half full;
*Remove trash, debris and sediment biannually to quarterly or when the device sump is half full;
*Measure sediment depth or volume during each cleaning, or annually to estimate accumulation rate and optimize frequency of maintenance.  
*Measure sediment depth or volume during each cleaning, or annually to estimate accumulation rate and optimize frequency of maintenance.  
|[[File:Pretreatment Pass RWH.PNG|310px|thumb|center|[[Forebay]] is free of sediment, trash and debris and recently maintained. The large stones in the feature are used to slow down and spread out inflowing water into the feature and they remain well arranged and in place.]]  
|[[File:Pretreatment Pass RWH.PNG|310px|thumb|center|The pretreatment filter of the cistern is free of sediment and debris.]]  
|[[File:Pretreatment Fail RWH.PNG|290px|thumb|center|An erosion gully occurring where bare soil is starting to become visible on the [[Vegetated filter strips|grass filter strip]] pretreatment feature at the inlet, thus indicating it is not effectively slowing and spreading out the inflow of stormwater to the BMP.]]  
|[[File:Pretreatment Fail RWH.PNG|290px|thumb|center|The pretreatment filter on the roof downspout is partially covered by debris which could prevent stormwater from freely entering the BMP (Source: DMR).]]  
|-
|-
|'''[[Inlets]]'''
|'''[[Inlets]]'''
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*For outdoor above-ground cisterns and rain barrels, inlets need to be disconnected in the late fall/early winter, prior to the onset of freezing air temperatures;
*For outdoor above-ground cisterns and rain barrels, inlets need to be disconnected in the late fall/early winter, prior to the onset of freezing air temperatures;
*Reconnect outdoor above-ground cisterns to the roof drainage area in the spring once air temperature remains above freezing.
*Reconnect outdoor above-ground cisterns to the roof drainage area in the spring once air temperature remains above freezing.
|[[File:Inlets Pass RWH.PNG|285px|thumb|center|There is no evidence of damage or displacement of the inlet structure that would prevent runoff from freely entering the BMP.]]  
|[[File:Inlets Pass RWH.PNG|285px|thumb|center|Inlet pipe and couplings are securely connected to the CDA and cistern. (Source: Lake County SMC)]]  
|[[File:Inlets Fail RWH.PNG|300px|thumb|center|Accumulated sediment and vegetation is preventing stormwater from entering the BMP. Sediment on the pavement surface in front of the inlet indicates ponding is also occurring]]  
|[[File:Inlets Fail RWH.PNG|300px|thumb|center|The roof downspout is disconnected from the eavestrough, preventing runoff from entering the cistern. ]]  
|-
|-
|'''Access Hatch'''
|'''Access Hatch'''
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|
*Inspect for damage, obstruction and accessibility annually.
*Inspect for damage, obstruction and accessibility annually.
|[[File:Access Hatch Pass RWH.PNG|305px|thumb|center|The footprint area of the bioretention cell does not significantly deviate from the final design and should not negatively affect its stormwater management treatment performance.]]  
|[[File:Access Hatch Pass RWH.PNG|305px|thumb|center|The access hatch of this cistern is accessible with ladder rungs in place.]]  
|[[File:Access Hatch Fail RWH.PNG|300px|thumb|center|The footprint area of the BMP is significantly smaller than what was specified in the final design of this example and differ greater than the recommended SWM criteria requirements (>10%).]]  
|[[File:Access Hatch Fail RWH.PNG|300px|thumb|center|The access hatch of this cistern was paved over with concrete and ladder rungs are missing which prevents safe entry for inspection and maintenance tasks. (Source: Miles Golding).]]  
|-
|-
|'''[[Rain barrels|Cistern or rain barrel]]'''
|'''[[Rain barrels|Cistern or rain barrel]]'''
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*Inspect for damage or leaking annually;
*Inspect for damage or leaking annually;
*Drain and remove accumulated sediment as needed (annually at a minimum).
*Drain and remove accumulated sediment as needed (annually at a minimum).
|[[File:Cistern Pass RWH.PNG|295px|thumb|center|There are no erosion gullies or bare soil areas on the filter bed surface and mulch cover remains in place.]]  
|[[File:Cistern Pass RWH.PNG|295px|thumb|center|There are no cracks or leaks visible in the cistern structure.]]  
|[[File:Cistern Fail RWH.PNG|300x200px|thumb|center|Erosion gullies and bare soil areas are present on the filter bed surface, indicating that concentrated flow occurs regularly into the BMP feature. (Photo Source: CVC).]]  
|[[File:Cistern Fail RWH.PNG|300x200px|thumb|center|A section of sealing tape over two pieces of the concrete cistern structure is displaced, raising the potential for leaks in the future.]]  
|-
|-
|'''[[Rainwater harvesting: Sizing and modeling#Cistern dimensions|Pump]]'''
|'''[[Rainwater harvesting: Sizing and modeling#Cistern dimensions|Pump]]'''
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*Remove debris and sediment biannually to quarterly or as directed by the system manufacturer.
*Remove debris and sediment biannually to quarterly or as directed by the system manufacturer.
|[[File:Filter Pass RWH.PNG|320px|thumb|center|The overflow outlet is free of damage and obstruction and functions as originally designed.]]  
|[[File:Filter Pass RWH.PNG|320px|thumb|center|Very little sediment and no coarse debris has accumulated on the bottom of the cistern and the sediment is not at the level of the distribution system intake structure.]]  
|[[File:Filter Fail RWH.PNG|280px|thumb|center|The overflow outlet is partially obstructed with trash and debris which reduces its capacity to safely convey excess water from the BMP, likely due to excess ponding thus obstructing outflow and impairing overall drainage function of the BMP.]]  
|[[File:Filter Fail RWH.PNG|280px|thumb|center|Enough sediment has accumulated in the cistern to cause water delivered from the distribution system to be turbid and discoloured when cistern water levels are low. Intake filyrt must be checked and changed.]]  
|-
|-
|'''[[Overflow|Overflow Outlet]]'''
|'''[[Overflow|Overflow Outlet]]'''
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*Check for [[clogging|obstructions]] and remove any debris or sediment annually to biannually.
*Check for [[clogging|obstructions]] and remove any debris or sediment annually to biannually.
|[[File:Outlets Pass RWH.PNG|340px|thumb|center|The well is undamaged and accessible and the cap is in place and secured to prevent unauthorized access.]]  
|[[File:Outlets Pass RWH.PNG|340px|thumb|center|The overflow outlet pipe diameter matches what was specified in the final design and is free of damage and obstruction.]]  
|[[File:Outlets Fail RWH.PNG|300px|thumb|center|The well standpipe has been damaged by snow plowing, which impairs its use for monitoring and is a safety hazard. With the cap unable to be secured unauthorized access can also occur.]]  
|[[File:Outlets Fail RWH.PNG|300px|thumb|center|The overflow outlet pipe on this rain barrel is undersized and obstructed which impairs its function to safely convey excess water from the BMP. (Source: Melinda Webb)]]  
|}
|}

Revision as of 20:24, 15 August 2022

Inspection & Maintenance Guidance of Rainwater harvesting/cisterns best management practices. Rainwater harvesting is the practice of collecting, storing and making use of stormwater from roofs. Relatively clean roof runoff water is collected by eavestroughs or other types of roof drains, filtered to remove coarse debris, and conveyed to a structure where it is stored and drawn upon for purposes not requiring potable water (i.e. landscape irrigation, outdoor washing needs, fire suppression and toilet flushing (TRCA, 2018).[1]

Overview[edit]

Rainwater harvesting/cisterns uses storage structures that can be installed either:

  • Below-ground;
  • Indoors that provide a year-round water source; or,
  • Aboveground tanks and rain barrels that can only be used seasonally and must be taken out of service for the winter.

Rainwater cisterns can range in size from about 750 to 40,000 litres+ and may be constructed from fiberglass, plastic, metal or concrete. Underground cisterns are most often installed to a depth below the maximum frost penetration depth (generally 1.2 m in Southern Ontario) (Armstrong and Csathy, 1963; Ministry of Transportation, 2013)[2][3] to ensure they can be used year-round. A pump is used to deliver the stored water to the hose bibs or fixtures where it is utilized. Water that is in excess of the storage capacity of the cistern overflows to an adjacent drainage system (e.g., other BMP or municipal storm sewer) via an overflow outlet structure and pipe. Cisterns that are drawn upon for indoor water uses (e.g., toilet flushing) will also feature water level sensors and the means of adding municipal water during extended periods of dry weather or winter when stormwater does not meet the demand (i.e., make-up water supply system). They may also include in-line devices to filter stored cistern water prior to delivery at hose bibs or fixtures.

Generalized cross-section view of a rainwater harvesting system showing key components of a commercial configuration of this LID BMP (TRCA, 2018)[1].

Some of the benefits of green roofs include:

  • The ability to reduce the quantity of pollutants and runoff being discharged to municipal storm sewers and receiving waters (i.e., rivers, lakes and wetlands);
  • Underground and indoor cisterns can be used year-round and located below parking lots, roads, plazas, parkland, landscaped areas or within buildings themselves.
  • Can reduce a large commercial building or residential home's water usage significantly if used for non-potable needs


Key components of Underground Infiltration Systems to pay close attention to are the:

Associated Practices[edit]

  • Rain Barrels Rain barrels are an above ground form of rainwater harvesting, typically used in residential settings. The precipitation flows from the roof, to the guttering and down the downspout before being diverted to the rain barrel for storage.
  • Downspout disconnection Downspout disconnections are common in many older urban centers. They require that residents retroactively disconnect their downspouts from the municipal sewer system. This is due to older sewer systems being undersized for the combined flow of sanitary waste and stormwater.
  • Blue roofs are systems that temporarily capture rainwater using the roof as storage and allow it to evaporate and/or to be used for non-potable requirements (i.e. irrigation, toilet flushing, truck washing) and ultimately offset potable water demands.

Inspection and Testing Framework[edit]

Visual indicator to be used when assessing the condition of a pretreatment device (in this case a downspout disconnection with attached filter) so that leaves and detritus from the eaves do not enter the Rainwater harvesting LID feature. Source: (STEP, 2018)[1].
Visual Indicators Framework - Rainwater Harvesting Systems

Component

Indicators

Construction Inspection

Assumption Inspection

Routine Operation Inspection

Verification Inspection
Contributing Drainage Area
CDA Condition x x x x
Inlet
Inlet/Flow spreader structural integrity x x x
Inlet/Flow spreader obstruction x x x x
Pretreatment sediment accumulation x x x
Perimeter
BMP dimensions x x x
Overflow outlets
Overflow outlet obstruction x x x x
Control structure condition x x x x
Cistern
Cistern structural integrity x x x x
Cistern sediment accumulation x x x x



Testing Indicators Framework - Rainwater Harvesting Systems

Component

Indicators

Construction Inspection

Assumption Inspection

Routine Operation Inspection

Verification Inspection
Testing Indicators
Sediment accumulation testing x x x x
Cistern pump testing x x (x)
Note: (x) denotes indicators to be used for Performance Verification inspections only (i.e., not for Maintenance Verification inspections)

Construction Inspection Tasks[edit]

Example of a polyethylene cistern being installed during construction. During construction inspections it's important to note whether or not the depths, slopes and elevations are acceptable (Photo source: Innovative Water Solutions, 2021).[6]

Construction inspections take place during several points in the construction sequence, specific to the type of LID BMP, but at a minimum should be done weekly and include the following:

  1. During site preparation, prior to BMP excavation and grading to ensure that adequate ESCs and flow diversion devices are in place and confirm that construction materials meet design specifications
  2. At completion of excavation and grading, prior to backfilling and installation of cistern and pipes to ensure depths, slopes and elevations are acceptable
  3. At completion of installation of cistern and pipes, prior to completion of backfilling to ensure slopes and elevations are acceptable
  4. Prior to hand-off points in the construction sequence when the contractor responsible for the work changes (i.e., hand-offs between the storm sewer servicing, paving, building and landscaping contractors)
  5. After every large storm event (e.g., 15 mm rainfall depth or greater) to ensure Erosion Sediment Controls (ESCs) and pretreatment or flow diversion devices are functioning and adequately maintained. View the table below, which describes critical points during the construction sequence when inspections should be performed prior to proceeding further. You can also download and print the table here
Rainwater Harvesting Systems: Construction Inspections

Construction Sequence Step & Timing

Inspection Item

Observations*
Site Preparation - after site clearing and grading, prior to BMP excavation and grading Natural heritage system and tree protection areas remain fenced off
ESCs protecting BMP layout area are installed properly
CDA is stabilized or runoff is diverted around BMP layout area
BMP layout area has been cleared and is staked/delineated
Benchmark elevation(s) are established nearby
Construction materials have been confirmed to meet design specifications
BMP Excavation and Grading - prior to backfilling and installation of cistern and conveyance pipes Excavation location, footprint, depth and slopes are acceptable
Installations of underdrains/sub-drain pipes (location, elevation, slope) are acceptable
BMP Installation – after installation of pipes/sewers, prior to backfilling Installation of structural components (i.e., pretreatment devices, inlets, cistern, overflow outlet, pump, make-up water supply and backflow preventer valve, control manhole/ access hatch) are acceptable and functioning

Routine Maintenance - Key Components and I&M Tasks[edit]

Regular inspections (twice annually, at a minimum) done as part of routine maintenance tasks over the operating phase of the BMP life cycle to determine if maintenance task frequencies are adequate and determine when rehabilitation or further investigations into BMP function are warranted.

Table below describes routine maintenance tasks for rainwater harvesting practices, organized by BMP component, along with recommended minimum frequencies. It also suggests higher frequencies for certain tasks that may be warranted for cisterns that receive flows from large roof drainage areas or roofs with mature trees near them. Tasks involving removal of debris, sediment and trash may need to be done more frequently in such contexts.

Rainwater Harvesting: Key Components, Descriptions and Routine I&M Requirements
Component Description Inspection & Maintenance Tasks (Pass) Photo Example (Fail) Photo Example
Contributing Drainage Area (CDA)

Roof area(s) from which runoff directed to the BMP originates.

  • Remove natural debris and sediment annually to biannually;
  • Trim back tree boughs that hang over the roof area to reduce maintenance needs.
CDA has not changed in size or land cover. Sediment, trash or debris is not accumulating and point sources of contaminants are not visible.
Sediment and debris is accumulating on the CDA due to deteriorating roof shingles. Eavestroughs need cleaning.
Pretreatment

Devices prevent debris and sediment from entering the BMP. Includes eavestrough or downspout screens, first flush diverters or filters on pipes leading to or from the cistern. Reduce the risk of obstructing inlets, intakes or overflow outlet pipes and excessive sediment accumulation.

  • Remove trash, debris and sediment biannually to quarterly or when the device sump is half full;
  • Measure sediment depth or volume during each cleaning, or annually to estimate accumulation rate and optimize frequency of maintenance.
The pretreatment filter of the cistern is free of sediment and debris.
The pretreatment filter on the roof downspout is partially covered by debris which could prevent stormwater from freely entering the BMP (Source: DMR).
Inlets

Pipes connected to eavestroughs or roof drains that deliver water to the BMP. May also include a pipe connected to the municipal water supply line for maintaining cistern water level during dry weather.

  • Check for obstructions and remove any debris or sediment annually to biannually;
  • For outdoor above-ground cisterns and rain barrels, inlets need to be disconnected in the late fall/early winter, prior to the onset of freezing air temperatures;
  • Reconnect outdoor above-ground cisterns to the roof drainage area in the spring once air temperature remains above freezing.
Inlet pipe and couplings are securely connected to the CDA and cistern. (Source: Lake County SMC)
The roof downspout is disconnected from the eavestrough, preventing runoff from entering the cistern.
Access Hatch

Hatch, manhole or lid that provides access to the interior of the water storage structure.

  • Inspect for damage, obstruction and accessibility annually.
The access hatch of this cistern is accessible with ladder rungs in place.
The access hatch of this cistern was paved over with concrete and ladder rungs are missing which prevents safe entry for inspection and maintenance tasks. (Source: Miles Golding).
Cistern or rain barrel

The water storage structure (e.g., concrete vault, fiberglass, plastic or metal tank, rain barrel).

  • Inspect for damage or leaking annually;
  • Drain and remove accumulated sediment as needed (annually at a minimum).
There are no cracks or leaks visible in the cistern structure.
A section of sealing tape over two pieces of the concrete cistern structure is displaced, raising the potential for leaks in the future.
Pump

Pressurized device used to deliver stored rainwater to the hose bibs.

  • Inspect and test for proper function annually.
Installation of structural components and current operating level are acceptable and functioning in clean and easily accessible condition as seen here (Photo Source: Meir, 2021)[7]
With prolonged usage, the pump capacity declines, causing a reduction in flow rate overall. If the pump is not creating sufficient pressure, and the flow rate is below the design specification, servicing of the pump by a skilled technician should be scheduled (Photo Source: Rapid Plumbing Group Pty Ltd., 2022. Rapid Plumbing Group Pty Ltd. 2022. Penrith Rainwater Services - Rainwater tanks and pumps. Accessed 15 August 2022. https://www.rapidplumbinggroup.com.au/penrith-plumber/rain-water-tank-pump-services/</ref>
Filter

Cisterns may include an in-line filter device on the intake pipe or prior to delivery of rainwater to hose bibs.

  • Remove debris and sediment biannually to quarterly or as directed by the system manufacturer.
Very little sediment and no coarse debris has accumulated on the bottom of the cistern and the sediment is not at the level of the distribution system intake structure.
Enough sediment has accumulated in the cistern to cause water delivered from the distribution system to be turbid and discoloured when cistern water levels are low. Intake filyrt must be checked and changed.
Overflow Outlet

Pipe connected to the cistern or rain barrel that conveys overflows to another drainage system (e.g., municipal storm sewer or other BMP).

  • Check for obstructions and remove any debris or sediment annually to biannually.
The overflow outlet pipe diameter matches what was specified in the final design and is free of damage and obstruction.
The overflow outlet pipe on this rain barrel is undersized and obstructed which impairs its function to safely convey excess water from the BMP. (Source: Melinda Webb)
  1. 1.0 1.1 1.2 TRCA. 2018. Fact Sheet - Inspection and Maintenance of Stormwater Best Management Practices: Rainwater Cisterns. https://sustainabletechnologies.ca/app/uploads/2018/02/Rainwater-Cisterns-Fact-Sheet.pdf
  2. Armstrong, M. D., & Csathy, T. I. 1963. Frost design practice in Canada-and discussion. Ontario Department of Highways. https://onlinepubs.trb.org/Onlinepubs/hrr/1963/33/33-008.pdf
  3. Ministry of Transportation. 2013. Pavement Design and Rehabilitation Manual. Second Edition. IBSN: 978-1-4435-2873-3. Published: March 2013. http://www.bv.transports.gouv.qc.ca/mono/1165561.pdf
  4. Armstrong, M. D., & Csathy, T. I. 1963. Frost design practice in Canada-and discussion. Ontario Department of Highways. https://onlinepubs.trb.org/Onlinepubs/hrr/1963/33/33-008.pdf
  5. Ministry of Transportation. 2013. Pavement Design and Rehabilitation Manual. Second Edition. IBSN: 978-1-4435-2873-3. Published: March 2013. http://www.bv.transports.gouv.qc.ca/mono/1165561.pdf
  6. Innovative Water Solutions. 2021. Underground Polyethylene Cisterns - An Inexpensive Option for Buried Tanks. Accessed 08 August, 2022. https://www.watercache.com/portfolio/underground-poly-tanks
  7. Meir, 2021. Using rainwater inside the home: What you need to know. Written by Jonathan Meier, 29 January 2021. Rain Brothers LLC. Accessed 15 August 2022. https://www.rainbrothers.com/using-rainwater-inside-the-home-what-you-need-to-know