Hi folks. Turning to the experienced and pros here to hopefully give me some direction.
I am doing some extensive work on my rear yard, that includes some trenching for an electrical service to the rear of my property, approximately 90'.
Although not part of the scope of this project, eventually it is planned to have the yard serviced with an irrigation system, fed by an underground rainwater collection system (RCS). These are not planned for the near future, likely 2+ years out, so I don't have a lot of specific details needed to plan out even a preliminary irrigation design. (ie dischange pressure, zone layout etc)
I would like to take this trenching opportunity to perhaps lay a main irrigation line to tap into for a future irrigation feed. The trench essentially runs the same as what the main irrigation line would run, with the laterals feeding the zones running off it. Again, the length of this main would be about 90' at that would be high once the rainwater harvesting vault is installed. The last 20' of the line would see a raise of about 3', about a 15% slope. Pressure to the system is unknown, it will depend on the pump installed for the RCS (open for suggestions as part of this question!!).
So, my question - what size and product would you suggest to install in this trench (~20-24" deep) in anticipation for a future irrigation feed, despite having critical factors such as pressures (source and friction loss etc) unknown. Is there an "average" common for a system of this size (- no detailed irrigation plan, but preliminatry info sees as irrigated lot with approx 3000 sqft of turf, and another 1000 sqft of garden - drip or spray) that would provide a "safe" future? When irrigation design is underway, the main line will be a know factor in determining pump size and zone planning.
I am doing some extensive work on my rear yard, that includes some trenching for an electrical service to the rear of my property, approximately 90'.
Although not part of the scope of this project, eventually it is planned to have the yard serviced with an irrigation system, fed by an underground rainwater collection system (RCS). These are not planned for the near future, likely 2+ years out, so I don't have a lot of specific details needed to plan out even a preliminary irrigation design. (ie dischange pressure, zone layout etc)
I would like to take this trenching opportunity to perhaps lay a main irrigation line to tap into for a future irrigation feed. The trench essentially runs the same as what the main irrigation line would run, with the laterals feeding the zones running off it. Again, the length of this main would be about 90' at that would be high once the rainwater harvesting vault is installed. The last 20' of the line would see a raise of about 3', about a 15% slope. Pressure to the system is unknown, it will depend on the pump installed for the RCS (open for suggestions as part of this question!!).
So, my question - what size and product would you suggest to install in this trench (~20-24" deep) in anticipation for a future irrigation feed, despite having critical factors such as pressures (source and friction loss etc) unknown. Is there an "average" common for a system of this size (- no detailed irrigation plan, but preliminatry info sees as irrigated lot with approx 3000 sqft of turf, and another 1000 sqft of garden - drip or spray) that would provide a "safe" future? When irrigation design is underway, the main line will be a know factor in determining pump size and zone planning.