DaveJ
Member
- Location
- Montgomeryshire
Our existing muck store has - at least in part - reached the end of it's life. It was built mid '70s at a time of less strict regs and whilst the size is about adequate, the railway sleeper wall along one side isn't. And we'll gloss over where the liquid fraction that escapes between the sleepers goes...
Current store is approx 60ft by 60 by 6ft deep and can't be made any deeper without ripping up the existing floor due to the one side being flush with the top yard. Takes slurry from 52 cubicles housing sucklers on pit silage plus scrapings from behind the barrier of bedded areas housing another 40.
Problem is depending on the year and rainfall, the slurry can vary from just about too thick to pump to stackeable. With the low rainfall this winter it bridged by the scraping edge and we ended up having to tip it in with a telescopic. So I'm concerned if I do put a sealed wall all the way round, on a normal year I'm going to have something that's too liquid for spreaders, but need to pump loads of water in/divert drains and roof water in order to make it handleable by tanker let alone umbilical.
However if I simply replace the girders and sleepers in the existing weeping wall, then to collect the liquid will require a separate large tank, the cost of which would go a long way to renovating/replacing the existing store.
Opinions please?
Current store is approx 60ft by 60 by 6ft deep and can't be made any deeper without ripping up the existing floor due to the one side being flush with the top yard. Takes slurry from 52 cubicles housing sucklers on pit silage plus scrapings from behind the barrier of bedded areas housing another 40.
Problem is depending on the year and rainfall, the slurry can vary from just about too thick to pump to stackeable. With the low rainfall this winter it bridged by the scraping edge and we ended up having to tip it in with a telescopic. So I'm concerned if I do put a sealed wall all the way round, on a normal year I'm going to have something that's too liquid for spreaders, but need to pump loads of water in/divert drains and roof water in order to make it handleable by tanker let alone umbilical.
However if I simply replace the girders and sleepers in the existing weeping wall, then to collect the liquid will require a separate large tank, the cost of which would go a long way to renovating/replacing the existing store.
Opinions please?