Performance of our surface water drains
The Aberdeen area had been very wet for the last month or so – a real test of our surface water drainage system. The good news is that the front of the property is now well drained. Diverting the ruptured field drains, damaged when our domestic water supply was installed, into our surface drainage system has worked.
To an extent the drain has transferred the problem from the top end of our property to the bottom. When we got on site, the area around our soakaway had some standing water and soft ground. Some of this could be surface water that could not run off because of our earth-moving. It went away whilst we were on site and had not returned when we left. Ric checked the inspection chamber very recently, after a couple of days of heavy rain, it had about 30cm water in it, he was comfortable with that. Related to this, our concrete sump at the bottom of the property (that used to drain an extensive concrete ramp) has the highest level of water in it that I have seen. We will check water levels at Christmas and decide what if anything needs to be done.
Drain cover for our concrete tank
Ric had dug out space to access the concrete tank, for cleaning and pumping. He laid the concrete around the entrance earlier and took the opportunity to fix a drain cover mounting in place.
Designing our garage forecourt
With the floor slab in the garage, we are planning access from the trackway. The garage is at a lower level that the trackway and we want to limit the possibility of flooding. At the same time we need a large and level enough forecourt for two car-parking spaces and the turning area we need to provide for fire engines.
Our thoughts are to install shallow kerbing along the boundary edge of the trackway to limit run-off down towards the garage. We will run paving downwards to a low point in front of the garage and install a linear drain that extends from the garage door across to the front door area – 8 metres total. We will put a sediment trap in and drain it into our surface water system. Separately, Ric completed the last segment of surface drain during this visit, a gutter downpipe running just round the corner from the garage door into a spare socket we left for that purpose. He included the extra connection for the sediment trap/linear drain.
Porosity testing
Thinking about our raised drainage mound: I have a copy of ‘the’ report on how to do the drainage mound that will dispose of the effluent from our septic tank. It describes a falling-head percolation test for the sandy material we plan to use. The outcome is the ‘Grant time’ i.e. how long it takes to drain 500ml water through 200mm sand in a 110mm drain pipe. It must be between 15 seconds & 120 seconds and must relate to the ability of the ground under the mound to distribute the effluent (called the Long Term Acceptance Rate) – a more-porous mound over less-porous ground could allow seepage over ground. We will test for the LTAR at some point.
I checked our locally supplied builders sand, sharp sand and the quarry dust we used as blinding. All are way too slow to use – 420s, 290s and 220s respectively. We need to look at sourcing a fine gravel and a coarse sand that we can mix to get the characteristics we need.