Construction specifications for infiltration practices

Access Agreements

An easement is a legally binding agreement between two parties, and is defined as ”a non-possessory right to use and/or enter onto the real property of another without possessing it.“ An easement is required for one party to access, construct, or maintain any features and infrastructure on the property of another. Easements can be temporary or permanent. For example, temporary easements can be used if limits needed for construction are larger than the permanent easement footprint of constructed features. Having an easement provides a mechanism for enforcement of maintenance agreements to help ensure infiltration practices are maintained and functioning.

Construction Access Consent to Enter and Waiver of Trespass Agreement attached

Construction specifications for infiltration practices

Construction of infiltration practices incorporate techniques and steps that may be considered nonstandard. It is recommended that construction specifications include project pre-treatment devices, construction sequencing, temporary and permanent erosion control measures, excavation and fill, grading, soil decompaction, material specifications, and final stabilization. All of these topics are addressed in further detail in sections 3.1 and 3.2 below.

Additional specifications for items applicable to infiltration practices can be found in the Minnesota Department of Transportation’s (MnDOT) Specifications for Construction. 2016 is the current version of this resource. Below is a list of MnDOT sections that may be helpful when writing project specifications for infiltration practices:

1717 Air, land and water pollution
2101 Clearing and grubbing
2105 Excavation and embankment
2511 Riprap
2571 Plant installation and establishment
2572 Protection and restoration of vegetation
2573 Storm water management
2574 Soil preparation
2575 Establishing turf and controlling erosion
3149 Granular material
3877 Topsoil material
3878 Sod
3882 Mulch material
3884 Hydraulic erosion control products
3885 Rolled erosion control products
3897 Sediment control log

Construction management and observation

Pre-construction meeting

A pre-construction meeting is recommended and should include a walkthrough of the site with the builder/contractor/subcontractor to identify important features of the work and to review and discuss the plans. This is the best time to identify potential issues related to construction methods and sequencing that will affect site protection, erosion and sediment control, and proper installation of the work.

Site protection

Pretreatment

Pre-treatment is a required part of infiltration and filtration practices. Pre-treatment is needed to protect BMPs from the build-up of trash, gross solids, and particulate matter. When the velocity of stormwater decreases, sediment and solids drop out. If pre-treatment is not provided, this process will occur in the BMP, resulting in long-term clogging and poor aesthetics.

This picture shows a pretreatment inlet structure to dry swale with check dam
Pretreatment inlet structure to dry swale with check dam
This picture shows a dry swale with check dam inlet pipe
Dry swale with check dam inlet pipe

Temporary erosion and sediment control

During construction, it is critical to keep sediment out of the infiltration device as much as practicable. Utilizing sediment and erosion control measures will help to keep infiltration areas from clogging. As soon as grading is complete, stabilize slopes to reduce erosion of native soils. Protect temporary soil stockpiles from run-on and run-off from adjacent areas and from erosion by wind. Sweep as often as required if sediment is on paved surfaces to prevent transport offsite by tracking and airborne dust. All sediment and erosion control measures must be properly installed and maintained. Action is required when sediment build up reaches 1/3 the height of the device to remove the accumulated sediment or install additional sediment controls downgradient of the original device.

Warning:

  • It is REQUIRED that future infiltration locations not be used as temporary sedimentation basins unless 3 feet of cover is left in place during construction.
  • If the infiltration area is excavated to final grade (or within 3 feet of) it is REQUIRED that rigorous erosion prevention and sediment controls (e.g., diversion berms) are used to keep sediment and runoff infiltration away from the infiltration area.
This picture shows a partial excavation for retaining wall infiltration basin is not excavated
Partial excavation for retaining wall infiltration basin is not excavated