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  1. Steven Reed P.E.

    Pipe penetration through weephole portion of drywell

    I cannot find any details or information on this, and I don't know if it's just never done, or if I'm just bad at finding information. We are looking at designing a pipe going into the weephole portion of a 48" concrete drywell, and I'm trying to figure out if that pipe penetration needs some...
  2. Steven Reed P.E.

    Domestic Water Sizing with Irrigation

    That's exactly what I was looking for, thank you! And the cautions make sense, this would only work for a system where there aren't huge patterns of everyone taking a shower at once for example. Another way I looked at doing this is to size the line per the UPC, then, based on a maximum...
  3. Steven Reed P.E.

    Domestic Water Sizing with Irrigation

    This is a fairly typical task, but I can't find any good answers. I'm using the standard UPC tables 610.3 and 610.4 to determine required domestic water service and meter sizes. Those are sized based on WSFU's because it assumes some percentage of them are actually being utilized at a given...
  4. Steven Reed P.E.

    Specification Writing

    Most of my projects in the past have been for private site developments, where we typically included all necessary notes on the plans and did not require separate specification books. Now, I am involved in new projects that require detailed specifications, which is a new area for our team. While...
  5. Steven Reed P.E.

    Management of Stormwater at Cement Plant with Exposed Ash/Limestone Piles

    SlideRuleEra: That's very interesting; do you have any schematics or drawings you can share? I don't know if they have room for something like that, but we might have to make it work. We need to come up with something because their current system is constantly clogging and flooding the site...
  6. Steven Reed P.E.

    Bioretention Design

    I am for the first time looking at using a bioretention pond on one of my designs. I typically use proprietary systems or standard ponds for detention and treatment, but I would like to start utilizing LID's more for cost saving and potential utilization of the landscape areas. I have...
  7. Steven Reed P.E.

    Management of Stormwater at Cement Plant with Exposed Ash/Limestone Piles

    I have recently been looking into a project where an ash facility, where the limestone comes shipped in already wet, and also is exposed to precipitation. There was a stormwater collection "french drain" system installed a few years ago which, of course, already clogged, which was originally...

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