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I was involved in a rain collection sytem last summer. It involved a very large mansion that was being restored on town owned property. The town has a very active environmental community and some real groundwater issues, so they have a policy of not allowing irrigation on town owned property.
Without going into it too much, we needed to do everything we could to limit the need to tap into the town water supply to irrigate the 5,000 SF of lawn needed for use on the site. The idea is that with enough conservation methods in place, the town would let us irrigate when/if it became absolutely necessary.
The house already had a 5,000 gallon brick cistern under ground from its original occupant (1878). We connected some of the downspouts of the house to it. We also added a 10,000 gallon tank (new setic tank specifically for this use, and there are plans and piping set up for yet another 10,000 gallon tank. The total being 25,000 gallons of stored water. That is a lot of water.
That sounds like a lot of water at least. But that is only 3" of irrigation water spread over that 5,000 SF of lawn. I'm told that irrigation of lawn should be about 1" per week. That is 3 weeks worth of irrigation, if there is no rainfall in between.
I have to question whether that is cost effective. In this case it had more to do with politics than cost effectiveness.
The technical part for removing the water and getting it into the irrigation system is incomplete at this point. I am no longer with the engineering company that was working on the project, but I had spoken to someone from Rainbird on the matter. They were eager to help, but I felt that they wanted to overcomplicate it (and sell more in the process), so we did not pursue their assistance.
Our concept was to use a well pump (and pressure tank) out of one tank and use the other two to replenish the supply tank at a slower rate with smaller pumps using 1" poly pipe to refill. Float switches would be used to trigger the movement from the secondary tanks. The roof runoff goes to these tanks now and there are overflow pipes that drain to daylight. We used 6"pvc pipes with a cleanout and sump just a few feet away from each downspout. Debris would drop out into the sump and a screen should be in place to keep the floaties from continuing past the cleanout.
The idea of re-using roof runoff from small roofs with only a few hundred gallons storage seems to be a more work than benefit in the climate I'm in. We have problems with mosquito carried diseases (eastern equine enciphilitis and West Nile Virus), so standing water is very much discouraged. Maybe the water is much more valuable and goes farther in desert conditions, if you are using desert plants.
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