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Backyard design help

6 years ago
last modified: 6 years ago

Hello, we recently had a swale dug to channel our rain run off as well as our neighbor's back yard run off. However, the swale is too low as now the seasonal creek that the swale was supposed to drain to, now fills the swale in measurable rainfall. We received 2 inches over 48 hours and the swale over flowed.Step 1: we built a temporary dam to keep the creek water out of the swale to pump the swale dry. We also dug a temporary, small dry well.Step 2: the obvious action is to get the swale filled in so run off still drains to it and back to the creek, yet high enough so the creek doesn't drain into the swale. There is a small difference between the deepest portion of the swale and the most shallow spot, so, we will have keep the slope minimal.My idea is to do a pseudo french drain by digging a 6" wide, 4" deep trench at the base of the swale. Then, fill said trench with 1" to 2" rock. Then fill the rest of the swale with sand. The idea being that the storm water can penetrate sand easier that topsoil, then it is allowed to collect in the subsurface and perculate easier.I'm trying to calculate for the worst case scenario, we instantly have 2.inches of rain:Vitals:.Size drainage area: Approximately .35 acres drain to the swale.Volume of 2 inch rainfall: 18,700 galSwale: 60 ft long, ranging from .5 to 4 ft wideSoil type: sandy loamShade: PartialGround cover: established turf grass, growing)immature grass, and open dirt (grass growing soon)Climate: Twin Cities Minnesota, wettest month is June (average 4.25")Theoretical stats:Total volumn of run off (2" rain fall) = 2,000 cu ft or 14,961 galReady Capacity:Ps French Drain: 897 galCurrent swale: 1,514.81 galI am open to other ideas on how to tackle this. Our city government, who suggested the original design, won't respond to any communications and attempts to see them in person.The swale on the right if the one giving us trouble.

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