Inspection and Maintenance: Underground Infiltration Systems

thumb|750px|link=https://sustainabletechnologies.ca/app/uploads/2018/02/Underground-Infiltration-Systems-Fact-Sheet.pdf|Inspection & Maintenance Guidance of underground infiltration systems' best management practices that refers to LIDs that capture and temporarily store rainwater and snowmelt from hard surfaces (e.g., roofs and pavements) below ground in geotextile filter fabric lined excavations filled with washed gravel or other void space forming structures (TRCA, 2018) TRCA. 2018. Fact Sheet - Inspection and Maintenance of Stormwater Best Management Practices: Underground Infiltration Systems. https://sustainabletechnologies.ca/app/uploads/2018/02/Underground-Infiltration-Systems-Fact-Sheet.pdf
==Overview==
Underground infiltration systems is a general term that refers to best management practices (BMPs) that capture and temporarily store stormwater from hard surfaces. These systems treat stormwater by detaining it to allow suspended sediments to settle out and soaking it into the ground where it is filtered and cleansed by interaction with soil. Runoff water is delivered to the practice through pipes connected to catchbasins, hydrodynamic (i.e., oil and grit) separators, filters, manholes, sub-drains of other features or roof downspouts. They are installed below the local maximum frost penetration depth to ensure they continue to drain year-round. Water that is in excess of the storage capacity overflows to an adjacent drainage system (e.g., municipal storm sewer or other BMP), typically via pipe or manhole containing a control structure (e.g., weir wall), to safely convey flows during flood events. Depending on the permeability of the underlying soil, such practices may be designed without a sub-drain for full infiltration or with a sub-drain for partial infiltration. The sub-drain pipe may feature a flow restrictor (e.g., orifice cap, valve) for gradually releasing detained water and optimizing the amount drained by infiltration. 
thumb|400px|General plan and profile (cross-section) views showcasing key components and sections of a typical infiltration trench.
Trash, debris and sediment builds up at these locations and can prevent water from flowing into or out of the practice.
==Associated Practices==
*Soakaways: Typically service individual lots and receive only roof and walkway runoff but can also be designed to receive overflows from other BMPs (e.g., rain barrels or cisterns, rain gardens, green roofs. Also known as infiltration galleries, French drains, dry wells or soakaway pits.
*Infiltration trenches: Linear oriented soakaways designed to fit into narrow strips of land between structures or properties, or along road rights-of-way; can also receive road runoff with adequate pretreatment devices upstream of inlets. 
*Infiltration chambers: Include a range of proprietary modular structures installed underground that create large void spaces for temporary storage of stormwater while providing sufficient load bearing capacity to allow construction of structures on top of them. Applications are similar to infiltration trenches. Also known as infiltration tanks or vaults.
*Perforated pipe storm sewer systems or Exfiltration trenches: Linear-oriented infiltration trenches installed parallel with conventional storm sewer pipes and catchbasins that receive stormwater from them. May include manholes with perforated risers. Also known as exfiltration storm sewer, percolation drainage, or clean water collector systems.
==Inspection and Testing Framework==
thumb|340px|An inlet to an infiltration trench during the fall in need of maintenance (TRCA, 2018).
Visual Indicators Framework - Underground Infiltration Systems
Component 	Indicators 	Construction Inspection	Assumption Inspection	Routine Operation Inspection	Verification Inspection
Contributing Drainage Area 	 	 	 	 	
Contributing Drainage Area 	CDA condition 	x 	x 	x 	x
Inlet 	 	 	 	 	
Inlet 	Inlet/Flow Spreader Structural Integrity	 	x 	x 	x
Inlet 	Inlet/Flow Spreader Structural Integrity	x 	x 	x 	x
Perimeter 	 	 	 	 	
Perimeter 	BMP dimensions 	x 	x 	 	x
Filter Bed 	 	 	 	 	
Filter Bed 	Filter bed sediment accumulation 	 	x 	x 	x
Underdrain & Monitoring Well	 	 	 	 	
Underdrain & Monitoring Well	Monitoring well condition 	x 	x 	x 	x
Underdrain & Monitoring Well	Sub-drain/Perforated pipe obstruction 	 	x 	 	x
Outlets 	 	 	 	 	
Outlets 	Overflow outlet obstruction 	x 	x 	x 	x
Control Structure 	 	 	 	 	
Control Structure 	Control structure condition 	x 	x 	x 	x
Control Structure 	Control structure sediment accumulation 	x 	x 	x 	x
thumb|300px|An example of a soakaway under construction with a newly installed monitoring well. To ensure performance assessment and infiltration testing can be conducted efficiently over the life cycle of this LID feature, the well condition must stay in good condition and be repaired immediately upon notice of significant damage (TRCA, 2018).
Testing Indicators Framework - Underground Infiltration Systems
Component 	Indicators 	Construction Inspection 	Assumption Inspection 	Routine Operation Inspection 	Verification Inspection 	
Testing Indicators 	 	 	 	 	 	
Testing Indicators 	Sediment accumulation testing 	x 	x 	x 	x 	
Testing Indicators 	Natural or simulated storm event testing 	 	x 	 	(x) 	
Testing Indicators 	Continuous monitoring 	 	x 	 	(x) 	
Note: (x) denotes indicators to be used for Performance Verification inspections only (i.e., not for Maintenance Verification inspections)	Note: (x) denotes indicators to be used for Performance Verification inspections only (i.e., not for Maintenance Verification inspections)	Note: (x) denotes indicators to be used for Performance Verification inspections only (i.e., not for Maintenance Verification inspections)	Note: (x) denotes indicators to be used for Performance Verification inspections only (i.e., not for Maintenance Verification inspections)	Note: (x) denotes indicators to be used for Performance Verification inspections only (i.e., not for Maintenance Verification inspections)	Note: (x) denotes indicators to be used for Performance Verification inspections only (i.e., not for Maintenance Verification inspections)	Note: (x) denotes indicators to be used for Performance Verification inspections only (i.e., not for Maintenance Verification inspections)
==Construction Inspection Tasks==
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:
# During site preparation, prior to BMP excavation and grading to ensure the CDA is stabilized and/or flow diversion devices are in place and confirm that construction materials meet design specifications
# At completion of excavation and grading, prior to backfilling and installation of pipes to ensure depths, slopes and elevations are acceptable
# At completion of installation of geotextile/pipes, prior to completion of backfilling to ensure slopes and elevations are acceptable
# After final grading, prior to surface course installation to ensure depths, slopes and elevations are acceptable
# 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)
# After every large storm event (e.g., 15 mm rainfall depth or greater) to ensure 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
thumb|400px|A pretreatment device (hydrodynamic (i.e., oil and grit) separator) upstream of an underground infiltration system inlet in need of cleaning out. These devices are designed to limit the amount of trash, debris, sediment, oil and grease entering the infiltration system, which helps to prevent clogging and maintain its drainage performance (Source: TRCA, 2018). 
Underground Infiltration Systems: Construction Inspections
Construction Sequence Step & Timing 	Inspection Item 	Observations*
Site Preparation - after site clearing and grading, prior to BMP excavation and grading, prior to BMP excavation and grading	Natural heritage system and tree protection areas remain fenced off 	
Site Preparation - after site clearing and grading, prior to BMP excavation and grading, prior to BMP excavation and grading	ESCs protecting BMP layout area are installed properly 	
Site Preparation - after site clearing and grading, prior to BMP excavation and grading, prior to BMP excavation and grading	CDA is stabilized or runoff is diverted around BMP layout area 	
Site Preparation - after site clearing and grading, prior to BMP excavation and grading, prior to BMP excavation and grading	BMP layout area has been cleared and is staked/delineated 	
Site Preparation - after site clearing and grading, prior to BMP excavation and grading, prior to BMP excavation and grading	Benchmark elevation(s) are established nearby 	
Site Preparation - after site clearing and grading, prior to BMP excavation and grading, prior to BMP excavation and grading	Construction materials have been confirmed to meet design specifications 	
BMP Excavation and Grading - prior to backfilling and installation of geotextile/pipes 	Excavated soil is stockpiled outside the CDA 	
BMP Excavation and Grading - prior to backfilling and installation of geotextile/pipes 	Excavation location, footprint, depth and slope are acceptable 	
BMP Excavation and Grading - prior to backfilling and installation of geotextile/pipes 	Compaction of subsoil where load-bearing portions of the system will be installed is acceptable 	
BMP Excavation and Grading - prior to backfilling and installation of geotextile/pipes 	Excavation bottom and sides roughened to reduce smearing and compaction 	
BMP Installation – after installation of geotextile/ pipes/structures, prior to completion of backfilling 	Installation of structural components (e.g., control manhole, maintenance hatches) is acceptable 	
BMP Installation – after installation of geotextile/ pipes/structures, prior to completion of backfilling 	Sub-drain trench dams installed correctly (location, elevation) 	
BMP Installation – after installation of geotextile/ pipes/structures, prior to completion of backfilling 	Installations of sub-drain pipes (e.g., locations, elevations, slopes) & maintenance access hatches are acceptable	
==Routine Maintenance - Key Components and I&M Tasks==
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.
Periodic inspections done every 5 years (maintenance verifications) and every 15 years (performance verifications) post-construction over the operating life cycle of the BMP to ensure compliance with the maintenance agreement (e.g., Environmental Compliance Approval permit) conditions, evaluate functional performance and determine when rehabilitation or replacement is necessary.
Requirements of the Ontario Occupational Health and Safety Act regulation for individuals working in confined spaces (O.Reg. 632/05) must be adhered to during any inspection or
maintenance work on underground infiltration systems that involves entry into confined spaces (e.g., catchbasins, manholes, access hatches). Individuals working in such environments should be adequately trained on the use and maintenance of the necessary safety equipment and review hazards and safety plans regularly. Further information about Ontario’s Confined Spaces Regulation and Guideline can be accessed here: Confined Spaces Guideline - Ministry of Labour, Immigration, Training and Skills Development.
Table below describes routine maintenance tasks for underground infiltration systems (infiltration chambers, infiltration trenches, bioswales, etc.) organized by BMP component, along with recommended minimum frequencies. It also suggests higher frequencies for certain tasks that may be warranted for BMPs located in highly visible locations or those receiving flow from high traffic (vehicle or pedestrian) areas. Tasks involving removal of trash, debris and sediment and weeding/trimming of vegetation for BMPs in such contexts may need to be done more frequently (i.e., higher standards may be warranted). 
Underground Infiltration Systems: Key Components, Descriptions and Routine I&M Requirements
Component 	Description	Inspection & Maintenance Tasks	(Pass) Photo Example 	(Fail) Photo Example
Contributing Drainage Area (CDA)	
Area(s) from which runoff directed to the BMP originates; includes both impervious (i.e., roofs and pavements) and pervious (i.e., landscaped) areas.	
*Remove trash, debris and sediment from pavements (biannually to quarterly) and eavestroughs (annually);
*Replant or seed bare soil areas as needed.	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. 	thumb|center|Point sources of contamination are present (i.e. accumulated sediment and debris from melted snow piles)
Pretreatment 	
Devices or features that retain trash, debris and sediment, oil and grease; help to prevent obstructions and clogging of the infiltration area. Examples are eavestrough screens, catch basin inserts (screens, baffles, filters) and sumps, oil and grit separators, geotextile-lined inlets, filters, isolator rows, and water quality forebay units.	
*Remove trash, debris and sediment annually to biannually 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.	thumb|center|Geotextile-lined stone inlet is free of sediment, trash and debris. Stones to slow down and spread out inflowing water remain in place. 	thumb|center|Accumulated sediment, trash and debris in the hydrodynamic (i.e., oil and grit) separator is occupying greater than 50% of its storage capacity. (Photo Source: SWC Canada, 2020)Storm Water Compliance (SWC) Canada Inc. 2020. OIL GRIT SEPARATORS/WATER QUALITY STRUCTURES. Accessed 02 August 2022. https://www.swccanada.com/system-types/oil-grit-separators
Inlets 	
Structures that deliver water to the BMP such as curb-cuts and geotextile-lined inlets or pipes connected to catchbasins, hydrodynamic (oil and grit) separators (HDS), filters, manholes, sub-drains of other features or roof downspouts.	
*Keep free of obstructions;
*Remove trash, sediment and debris biannually (spring and late fall) to quarterly (spring, summer, early fall, late fall/early winter);
*Make note of sediment depth or volume during each cleaning or annually to estimate accumulation rate and optimize frequency of maintenance.	thumb|center|There are no obstructions at the inlet and stormwater can freely flow into the BMP. 	thumb|center|Sediment has accumulated in the inlet pipe to the infiltration trench and is fully obstructing flow of stormwater into the BMP.
Overflow Outlet 	
Structures (e.g., sub-drain/underdrain pipe connected to a manhole, conventional storm sewer pipe, or control manhole with weir wall) that convey flow exceeding the storage capacity to another drainage system or BMP.	
*Keep free of obstructions;
*Remove trash, sediment, debris, oil and grease biannually (spring and late fall) to quarterly (spring, summer, early fall, late fall/early winter).	thumb|center|The overflow outlet weir wall and storm sewer pipe in the control manhole of this infiltration chamber system is free of damage and obstruction and functions as designed to safely convey excess water from the BMP.	thumb|center|Sediment and debris has accumulated in the overflow outlet pipe which impairs its function to convey excess water from the BMP.
Sub-drain 	
Comprised of perforated pipe(s) surrounded by gravel and may be wrapped in geotextile filter fabric; installed in the gravel water storage layer or chamber unit openings to collect and convey treated water to an adjacent drainage system or other BMP; may also include a flow restrictor.	
*Keep perforated pipes and flow restrictors free of obstructions;
*Inspect flow restrictor and flush with a garden hose or pressure washer regularly (biannually to quarterly).	thumb|center|The sub-drain outlet pipe from the infiltration chamber system is not obstructed by sediment, debris or roots and shows no signs of damage. 	thumb|center|A perforated pipe in an exfiltration storm sewer system is clogged by sediment and debris which inhibits its drainage function.
Monitoring well 	
Perforated standpipe that extends from the bottom of the excavation to just below the pavement surface and contains perforations or slots to allow measurement of subsurface water level; used to track drainage performance over the operating life cycle of the BMP.	
*Standpipes should be securely capped on both ends and protected from damage by vehicular traffic or foot traffic by a lockable casing.	thumb|center|The well is undamaged and accessible and the cap is in place and secured to prevent unauthorized access 	thumb|center|The well was buried during landscaping and found covered only by filter cloth (i.e. cap missing).
==Tips to Preserve Basic BMP Function==
*Prohibit stockpiling of soil, sand, compost or unwashed gravel within the CDA and inlets to prevent clogging with sediment.
*For BMPs with sub-drains/underdrains and flow restrictors, pretreatment devices that prevent floating trash and debris from entering the practice should be used to prevent obstruction of the sub-drain pipe/flow restrictor.
*For BMPs equipped with pretreatment that detains floating contaminants (e.g., oil and grease, trash and debris), such as hydrodynamic separators/oil and grit separators or forebays with baffle walls, remove trash and debris first using a bucket strainer. Floating oils and grease should then be removed off the top of the water using a vacuum truck.
*Provide a means of draining infiltration chambers by gravity (e.g., pipe and valve through the control structure weir wall) to make inspections and maintenance work that requires drainage of the BMP (e.g., filter bed and control structure inspection and sediment removal, repairs to control structure) easier to perform.
*To remove accumulated sediment from pipes and isolator row pretreatment chambers, a hydrovac truck equipped with a JetVac nozzle should be employed that uses pressured jets of water to propel itself through the structure while scouring and directing suspending sediments to a collection point. As the nozzle is retrieved, the sediment is flushed into the manhole or catchbasin sump for removal by vacuuming. Selecting an appropriate JetVac nozzle will depend on the structure being cleaned. For isolator row pretreatment chambers, fixed nozzles designed for culverts or large diameter pipe cleaning with rear-facing jets are preferable (consult product manufacturer for further guidance).
==Rehabilitation & Repair==
Table below provides guidance on rehabilitation and repair work specific to underground infiltration systems organized according to BMP component.
thumb|340px|The manhole sump is becoming filled with sediment, trash and excess and debris, which is beginning to impair flow of stormwater into the perforated pipe of the exfiltration storm sewer system.
Underground Infiltration Systems: Key Components, Typical Issues and Rehabilitation Requirements
Component 	Problem 	Rehabilitation Tasks
Sub-drain/Underdrain 	Sub-drain perforated pipe is obstructed by trash, debris, sediment or roots	
*Schedule hydro-vac truck or drain-snaking service to remove the obstruction.
Sub-drain/Underdrain 	Perforated pipe caps are missing or damaged 	
*Replace missing or damaged caps.
Isolator Row or Water Quality Forebay Unit	
Sump is ≥ half full or average sediment depth is ≥ 8 cm 	
*Schedule maintenance work; First remove floating trash and debris by bucket strainer, then oil and grease by petroleum absorbing sponge. Then fully drain the row or unit by gravity, pumping or vacuuming, and remove accumulated sediment through use of a hydro-vac truck equipped with JetVac nozzle.
Manhole control structure 	
Structure or pipe connection is leaking and impairing the water storage capacity or function of the BMP	
*Schedule work to repair cracks or seal leaking components. The BMP may need to be fully drained to make such repairs.
==Inspection Time Commitments and Costs==
Estimates are based on a typical infiltration trench design that receives roof and road runoff and includes a hydrodynamic separator as pretreatment; estimates for infiltration trenches that receive roof runoff only are described in the Low Impact Development (LID) Stormwater Management Practice Inspection and Maintenance Guide
thumb|left|400px|General time commitments and costs for inspection of underground infiltration systems designed to receive roof and road runoff and includes a hydrodynamic separator as pretreatment (in 2016 $ figures)TRCA. 2018. Inspection and Maintenance of Stormwater Best Management Practices. Underground Infiltration Systems - Fact Sheet. https://sustainabletechnologies.ca/app/uploads/2018/02/Underground-Infiltration-Systems-Fact-Sheet.pdf.
thumb|400px|Per-task cost estimates for maintenance and rehabilitation of underground infiltration systems designed to receive roof and road runoff and includes a hydrodynamic separator as pretreatment (in 2016 $ figures).
thumb|center|400px|Construction and life cycle cost estimates for underground infiltration systems designed to receive roof and road runoff and includes a hydrodynamic separator as pretreatment (in 2016 $ figures).
Estimates of the life cycle costs of inspection and maintenance have been produced using the latest version of the LID Life Cycle Costing Tool for two types of underground infiltration systems:
infiltration trenches and infiltration chamber systems to assist stormwater infrastructure planners, designers and asset managers with planning and preparing budgets for potential LID features.
Assumptions for the above costs and the following table below are based on the following:
*For underground infiltration systems it is assumed that no rehabilitation work will be needed to maintain drainage performance at an acceptable level over a 50 year period of operation, given that pretreatment devices are in place upstream and are being adequately maintained. The annual average maintenance cost value represents an average of routine maintenance tasks, as outlined in table, Underground Infiltration Systems: Key Components, Descriptions and Routine I&M Requirements, above. All cost value estimates represent the Net Present Value (NPV) as the calculation takes into account average annual interest (2%) and discount (3%) rates over the evaluation time periods.
*For each type, two design variations have been examined: BMPs designed to receive roof runoff only; and BMPs designed to receive a combination of roof and road runoff. For each system type and design variation, life cycle cost estimates have been calculated for two level-of-service scenarios: the minimum recommended frequency of inspection and maintenance tasks (i.e., Table Visual Indicators Framework - Underground Infiltration Systems and table, Underground Infiltration Systems: Key Components, Descriptions and Routine I&M Requirements, above), and a high frequency scenario to provide an indication of the potential range. 
*For all design variations, the CDA is assumed to be composed of a 2,000 m2 roof for the roof runoff only design variation, and a 500 m2 roof and 1,500 m2 impermeable pavement area for the roof and road runoff design. All are sized to retain runoff from a 34 mm rain event and assumed to have a native sub-soil infiltration rate of 34 mm/h. An impervious drainage area to pervious area ratio (I:P ratio) of 20:1 is used to size the BMP footprint area, in accordance with the LID SWM Planning and Design Guide recommendations LID SWM Planning and Design Guide (CVC & TRCA, 2010). The infiltration trench is assumed to be 1.630 m deep, 2.0 m wide and 50.0 m long. The infiltration chamber system is assumed to be 1.067 m deep, 8.0 m wide and 12.5 m long.
*For all design variations, the invert of the overflow outlet pipe is located 1.2 m below the surface to protect against frost. Monitoring wells are provided to facilitate inspections. In the roof runoff only design, there is no pretreatment other than a sump in the control manhole which allows for some settling of coarse sediment and debris. In the roof and road runoff design, pretreatment is provided by a hydrodynamic (i.e., oil and grit) separator for the impermeable pavement portion of the CDA.
*Estimates of the life cycle costs of infiltration trenches and chamber systems in Canadian dollars per unit CDA ($/m2) are presented above. The LID Life Cycle Costing Tool allows users to select what BMP type and design variation applies, and to use the default assumptions to generate planning level cost estimates. Users can also input their own values relating to a site or area, design, unit costs, and inspection and maintenance task frequencies to generate customized cost estimates, specific to a certain project, context or stormwater infrastructure program.
thumb|center|900px|Life cycle cost estimates for infiltration trenches under minimum and high frequency scenarios (in 2016 $ figures).TRCA. 2016. Low Impact Development Stormwater Management Practice Inspection and Maintenance Guide. Prepared by the Sustainable Technologies Evaluation Program. Vaughan, Ontario. https://sustainabletechnologies.ca/app/uploads/2016/08/LID-IM-Guide-7.5-Underground-Infiltration-Systems.pdf
Notes:
#Estimated life cycle costs represent NPV of associated costs in Canadian dollars per square metre of CDA ($/m2).
#Average annual maintenance cost estimates represent NPV of all costs incurred over the time period and do not include rehabilitation costs.
#Life cycle costs are higher for BMPs designed to receive roof and road runoff due to additional costs associated with the hydrodynamic (i.e., oil and grit) separator and associated inspection and routine maintenance. 
#Life cycle cost estimates are similar between infiltration trench and infiltration chambers system designs, and predicted to be slightly higher for infiltration trenches compared to chamber systems (construction and maintenance costs).
#Maintenance costs over a 25 year time period for roof runoff only infiltration trenches are estimated to be 30.4% of the original construction cost for the Minimum Recommended Frequency maintenance scenario, and 38.9% for the High Frequency maintenance scenario.
#Maintenance costs over a 25 year time period for roof and road runoff infiltration trenches are estimated to be 67.0% of the original construction cost for the Minimum Recommended Frequency maintenance scenario, and 1.19 times the original construction cost for the High Frequency maintenance scenario.
#Maintenance costs over a 50 year time period for roof runoff only infiltration trenches are estimated to be 58.9% of the original construction cost for the Minimum Recommended Frequency maintenance scenario, and 74.0% for the High Frequency maintenance scenario.
#Maintenance costs over a 50 year time period for roof and road runoff infiltration trenches are estimated to be 1.24 times the original construction cost for the Minimum Recommended Frequency maintenance scenario, and 2.20 times for the High Frequency maintenance scenario. 
==Inspection Field Data Sheet==
Feel free to download (downward facing arrow on the top righthand side) and print (Pinter emoticon on top right hand side) the following Underground Infiltration Systems Inspection Field Data Form developed by TRCA, STEP and its partners for the Low Impact Development Stormwater Management Practice Inspection and Maintenance GuideSTEP. 2016. Low Impact Development Stormwater Management Practice Inspection and Maintenance Guide. https://sustainabletechnologies.ca/app/uploads/2016/08/LID-IM-Guide-2016-1.pdf.
The 4 page document prompts users to fill out details previously mentioned above on this page in other sections about various zones associated with Infiltration Trenches, Infiltration chambers, Exfiltration trench, Soakaways, and other associated features (i.e. inlets, CDA, filter bed, outlets, etc.) and describe why each area is a pass or fail, and if remediate action is required and under what timeframe it would be completed by. Furthermore, the forms prompt the reviewer to determine what type of inspection is being conducted for the feature in question: Construction (C), Routine Operation (RO), Maintenance Verification (MV), or Performance Verification (PV). 
thumb|340px|An infiltration trench under construction. (Photo Source: TRCA).
<pdf width="900" height="800">File:Inspection field data sheet underground.pdf</pdf>
==References==