Open main menu

LID SWM Planning and Design Guide β

Infiltration trenches

Revision as of 15:53, 22 October 2018 by Jenny Hill (talk | contribs)

This article is about underground systems which distribute concentrated flow along a level, linear facility to promote infiltration to native soils.
For a similar structure, which differs in being designed to receive excess flow and convey it, whilst promoting infiltration to native soils, see exfiltration trenches.

The infiltration trench at Kortright is topped with filter fabric and decorative stone, both of which provide some pretreatment and can easily be removed and replaced as an occasional maintenance task. For more details click here

Contents

Overview

As their name suggests infiltration trenches work primarily to infiltrate and convey stormwater. They are an underground facility and are excellently suited to connecting other components in the treatment train.

Infiltration trenches are an ideal technology for:

  • Installing below any type of surface or landscape
  • Balancing the requirements to infiltrate excess stormwater whilst conveying excess

The fundamental components of an infiltration trench are:

Planning considerations

Design

Sizing

Virginia up to 10' (3 m) deep. [1]

Minnesota up to 12' (3.6 m) deep. [2]Infiltration: Sizing and modeling

Materials

Aggregate

Note the uniform size and angularity of this clear stone sample. Note also that the fragments all appear to have a film of fine particles adhering; this material would be improved by being washed prior to use.

This article gives recommendations for aggregate to be used to store water for infiltration. This is usually called 'Clear stone' at aggregate yards.

To see an analysis of Ontario Standard Specifications for granular materials, see OPSS aggregates.

For advice on decorative surface aggregates see Stone


Gravel used for underdrains in bioretention, infiltration trenches and chambers, and exfiltration trenches should be 20 or 50 mm, uniformly-graded, clean (maximum wash loss of 0.5%), crushed angular stone that has a void ratio of 0.4[3].

The clean wash to prevent rapid accumulation of fines from the aggregate particles in the base of the reservoir. The uniform grading and the angularity are important to maintain pore throats and clear voids between particles. (i.e. achieve the void ratio). Porosity and permeability are directly influenced by the size, gradation and angularity of the particles [4]. See jar test for on-site verification testing protocols.

Gravel with structural requirements should also meet the following criteria:

  • Minimum durability index of 35
  • Maximum abrasion of 10% for 100 revolutions and maximum of 50% for 500 revolutions

Standard specifications for the gradation of aggregates are maintained by ASTM D2940


Perforated Pipe

Pipes are available with perforations on just one side, these should be situated on the lower half of the pipe. Pipes with 360° perforations should have a strip of geotextile or membrane placed over the pipe to reduce the migration of fines from overlying media.

Perforated pipes are a common component of underdrains, infiltration trenches and exfiltration trenches.

Pipes should have been manufactured in conformity with the latest standards by the Canadian Standards Association (CSA) or ASTM International.

  • Perforated pipes should be continuously perforated, smooth interior HDPE (or equivalent material).
    • Wherever possible pipes should be ≥ 200 mm internal diameter to reduce clogging and to facilitate inspections and maintenance.
    • Smooth interior facilitates inspection and maintenance activities; internal corrugations can cause cameras or hydrojetting apparatus to become snagged.
    • A perforated pipe with many rectangular slots has better drainage characteristics than a pipe with similar open area provided by fewer circular holes [5].
  • Non-perforated pipes should be used for conveyance to and away from the facility, including overflow. It is good practice to extend the non-perforated pipe approximately 300 mm within the reservoir or practice to reduce the chance of migration from native soils clogging the pipe at the interface.

See also: flow through perforated pipe


Construction

The following presents a summary of considerations when planning the construction of a low impact development project. More details can be found in the following reference:[6]

  • The site of the infiltration facility must remain outside the limit of disturbance and blocked from site traffic until construction of the facility begins, to prevent soil compaction by heavy equipment.
  • This area must not be used as the site of sediment basins during construction, as the concentration of fines will reduce post-construction infiltration.
  • This area must not be use as a staging area, for storing materials.
  • To prevent sediment from clogging the surface, stormwater must be diverted away from the facility until the drainage area is fully stabilized.
  • As many infiltration facilities are installed in the road right-of-way or tight urban spaces, considerations of traffic control and utility conflicts must be part of the plans and inspections.

Sequencing

The following is a typical construction sequence to properly install an infiltration practice:

  1. The area should be fully protected by silt fence or construction fencing to prevent compaction by construction traffic and equipment.
  2. Installation may only begin after entire contributing drainage area has been either stabilized or flows have been safely routed around the area. The designer should check the boundaries of the contributing drainage area to ensure it conforms to original design.
  3. The pretreatment part of the design should be excavated first and sealed until full construction is completed.
  4. Excavators or backhoes working adjacent to the proposed infiltration area should excavate to the appropriate design depth.
  5. The soil in the bottom of the excavation should be ripped to promote greater infiltration.
  6. Any accidental sediment accumulation from construction should be removed at this time.


  1. Excavate subsurface water storage reservoir to base elevation,
  2. Check base elevation and slope,
  3. Fracture/rip bottom and roughen side of the excavation to remove smeared surfaces,
  4. Install optional geotextiles (or liner for biofilter); overlapping according to design drawings,
  5. Install coarse reservoir gravel, and any void forming structures (e.g. underdrains, infiltration chambers, or wells),
  6. Check elevation and slope at top of reservoir,
  7. Install choking layer and optional geotextile (typically only over the perforated pipe),
  8. Check elevation and slope at top of choking layer,
  9. Install filter media with additional 30 cm over finish grade of the filter bed,
  10. Thoroughly saturate and allow to settle for at least one week. After this time, tamp manually to check settling is complete. Alternatively, installations made in the fall can be left to settle over the whole winter season at this point,
  11. Install temporary erosion and sediment control practices,
    Conduct all other site construction activities (buildings/servicing etc.)
  12. Check condition of bioretention after settling period, remediate any deficiencies,
  13. Install curbs and pavements and concrete pretreatment devices,
  14. Check elevations of curb cuts and other inlets
  15. Install erosion control to all inlets!!
  16. Remove excess filter media along with any accumulated construction sediment,
  17. Install any surface applied additives,
  18. Conduct fine grading to surface of filter bed, checking elevations/slopes/compaction,
  19. Apply stone or mulch cover for decorative systems, or turf reinforcement for grassed systems,
  20. Install erosion control blankets or matting
  21. Plant or lay sod,
  22. Saturated system thoroughly to settle filer media particles around the roots of new plants,
  23. Irrigated the system as required to establish healthy vegetation cover,
  24. Inspect and remediate deficiencies after any significant rainfall within the next 3 months or remainder of the first growing season.



Facilities containing media

Bioretention

Sequencing depends on the design:

  • Full infiltration:Pack 50 mm diameter clear stone to storage design depth, top with 100 mm of the choker course,
  • Partial infiltration:Place design depth of 50 mm diameter clear stone for the infiltration volume on bed and then lay the perforated underdrain pipe over it. Pack more clear stone to 75 mm above the top of the underdrain, top with 100 mm of choker layer.

Stormwater planters

  • Place an impermeable liner on the bed with 150 mm overlap on sides. Lay the perforated underdrain pipe, Pack 50 mm diameter clear stone to 75 mm above top of underdrain, top with 100 mm of choker layer;

Rain gardens

No storage or drainage is required, filter media or amended topsoil is laid onto native soils

Media installation

Media installed over the choker course in 0.3 m lifts until desired top elevation is achieved. Each lift must be thoroughly wetted and drained before adding the next. Wait three weeks to check for settling, and add additional media and regrade as needed.

  • Prepare planting holes for any trees and shrubs, install vegetation, and water accordingly.
  • Install any temporary irrigation.
  • Plant landscaping materials as shown in the landscaping plan, and water them weekly in the first two months.
  • Lay down surface cover in accordance with the design (mulch, riverstone, or turf).
  • Conduct final construction inspection, checking inlet, pretreatment, bioretention cell and outlet elevations.
  • Remove erosion and sediment controls, only when the entire drainage area is stabilized.

Checklists

Gallery


  1. Viriginia Deprtmant of Transport. (2010). VDOT BMP Design Manual of Practice. Retrieved March 15, 2018, from http://www.virginiadot.org/business/resources/LocDes/BMP_Design-Manual/Chapter_8_Infiltration_Trench.pdf
  2. Design criteria for Infiltration trench. (2016, September 21). Minnesota Stormwater Manual, . Retrieved 13:25, April 4, 2018 from https://stormwater.pca.state.mn.us/index.php?title=Design_criteria_for_Infiltration_trench&oldid=28702.
  3. Porosity of Structural Backfill, Tech Sheet #1, Stormtech, Nov 2012, http://www.stormtech.com/download_files/pdf/techsheet1.pdf accessed 16 October 2017
  4. 4.0 4.1 4.2 Judge, Aaron, "Measurement of the Hydraulic Conductivity of Gravels Using a Laboratory Permeameter and Silty Sands Using Field Testing with Observation Wells" (2013). Dissertations. 746. http://scholarworks.umass.edu/open_access_dissertations/746
  5. Hazenberg, G., and U. S. Panu (1991), Theoretical analysis of flow rate into perforated drain tubes, Water Resour. Res., 27(7), 1411–1418, doi:10.1029/91WR00779.
  6. [https://cvc.ca/wp-content/uploads/2013/03/CVC-LID-Construction-Guide-Book.pdf Construction Guide for Low Impact Development, CVC (2013)