| Line 2: | Line 2: | 
|  | Specifying that [[aggregates]] for the construction of LID practices must be free from fines is important.   |  | Specifying that [[aggregates]] for the construction of LID practices must be free from fines is important.   | 
|  | But checking that the delivered materials meet specification is essential to reduce problems with construction and longer term performance.    |  | But checking that the delivered materials meet specification is essential to reduce problems with construction and longer term performance.    | 
|  | + |  | 
|  | When possible, Construction Managers should observe the offloading of materials to watch for dust clouds. Aggregates or [[sand]] for LID construction should not give rise to clouds of dust when dumped.   |  | When possible, Construction Managers should observe the offloading of materials to watch for dust clouds. Aggregates or [[sand]] for LID construction should not give rise to clouds of dust when dumped.   | 
|  |  |  |  | 
|  | A simple jar test can be used to gauge the proportion of fines in an aggregate product before acceptance.    |  | A simple jar test can be used to gauge the proportion of fines in an aggregate product before acceptance.    | 
|  | + |  | 
|  | Apparatus:   |  | Apparatus:   | 
| − | *A large wide-mouthed jar - glass or clear plastic are both fine. | + | *A large wide-mouthed jar - glass or clear plastic are both fine, | 
|  | *Tap water, and |  | *Tap water, and | 
|  | *The aggregate to be tested. |  | *The aggregate to be tested. | 
|  | + |  | 
|  | Method: |  | Method: | 
| − | # Collect approximately 5 cm of material in the jar (or at least two complete layers of 40 mm clear stone), | + | # Collect approximately 5 cm of material in the jar (or at least two complete layers of 50 mm clear stone),   | 
|  | # Add water to around 3/4 full, |  | # Add water to around 3/4 full, | 
|  | # Secure cap and shake,   |  | # Secure cap and shake,   | 
| − | # Leave for at least 30 minutes until the water is clear - longer is better, so overnight when possible, | + | # Leave for at least 30 minutes and until the water is clear - plan to run the test overnight when possible, | 
| − | # Examine the layer of sediment - if > 3 mm has been washed from 5 cm of product, reject the material, | + | # Examine the layer of sediment - if > 3 mm has been washed from 5 cm of product, the material should be rejected, | 
|  | Note that the sediment may collect on top of, or at the bottom of the construction material.   |  | Note that the sediment may collect on top of, or at the bottom of the construction material.   | 
|  |  |  |  | 
|  | ==External references== |  | ==External references== | 
| − | *Heger, S. (2014). Critical Aspects During System Installation and Inspection General equipment considerations. In PMSA conference. Retrieved from http://www.psma.net/pdf/14/conference-presentations/Keys to Installation (Heger).pdf | + | *Heger, S. (2014). Critical Aspects During System Installation and Inspection General equipment considerations. In PMSA conference. Retrieved from http://www.psma.net/pdf/14/conference-presentations/Keys_to_Installation_(Heger).pdf | 
|  | + | *Manitoba. (2010). Onsite Wastewater Management Systems: Field Reference Guide - JAR TEST. Retrieved from http://www.gov.mb.ca/sd/envprograms/wastewater/pdf/jar_test_reference_03_2010.pdf |