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  1. edwards1800

    Using Pressure Reducing Valve for filter bypass

    I have a small community water system (approx 8,000 gpd). The water source is from VFD well pumps which maintain 70-80 psi throughout the community. The demand varies greatly, from 5 gpm to (unknown – the max capability of the well pumps is 350 gpm, although domestic peak demand is probably...
  2. edwards1800

    NFPA 1142 - rural supply calculations

    I've read paragraph 1.3 in NFPA 1142, which says that in some cases the AHJ may require an additional water supply, and Annex G could be used as a guide. When is Annex G really used? Why does Annex G exactly match the ISO recommendation for water suppies? If I wanted to recommend a water...
  3. edwards1800

    Different Codes

    Ok, basic questions I am trying to figure this out: There are two main codes for fire protection, the International Fire Code (by ICC) and the Unifrom Fire Code (NFPA 1). States and local AHJ's may select either one or their own to establish law. I know this is a basic idea, but I am...
  4. edwards1800

    VFD with conventional pressure switch

    Related to this thread- Can I use a VFD set at 60 psi, and a backup well (set to cut in at 50 psi, and shut off at 70 psi) on the same system?
  5. edwards1800

    Iron removal in small community system

    Current iron level is .6 ppm, manganese is .06 ppm. Peak demand is 50 gpm. What is the best (most affordable, low maintenance, simple operation) way to remove the to get it less than .3?
  6. edwards1800

    VFD application for small Community Water System

    I am designing a community water supply for a small community (about 30 homes). In the past, we have used two or more wells with hydropneumatic storage, and put all the controls (and water treatment, if necessary) in a pumphouse. Recently, the pumphouse part has become an expensive part of the...
  7. edwards1800

    small community water system fireflow

    Situation: Designing small community water system (20 homes), with an additional "community center" (gymnasium, offices, day care facility). The community center is being designed by someone else, and will be sprinklered as necessary. We won’t be responsible for doing this part of the design...
  8. edwards1800

    Individual Surface Water Treatment Options

    I need to design small surface water systems for individual homes. To my knowledge, there aren’t any regulations directing certain disinfection requirements for individual homes in my area (MN-WI-MI). Situation: water is from Lake Superior, which is relatively good, but may have minor...
  9. edwards1800

    Filter backwash / EPA Class V injection well

    New here - looking for guidance - I'm designing a groundwater supply for a small community (50 homes). It includes a filter to remove Fe & Mn. The filters backwash each night into a drainfield (about 100 gal). Solids will settle out in a septic tank. Question is: Would this be...
  10. edwards1800

    Maximum CMU wall height

    New to engineering - New to the forum, thanks. I am designing a basic 20' x 30' pumphouse for a small community. I have a basic CMU design with 10' ceilings, but I want 14' ceilings (due to some large tanks inside the bulding). The question is, can I take my default design that we've been...

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