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  • Users: smp123069
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  1. smp123069

    Limit the end time of PondPack Hydrographs

    I'm routing a detention basin using PondPack and would like to be able to limit the end time of the hydrographs. I tried editing the end time in the hydrograph manager but the changes I make there have not been carrying over to my final results report. My output shows a hydrograph extending to...
  2. smp123069

    Domestic water demand based on the building use type

    Are there any resources available to give a rough estimate of the water demand based on the building use and the floor area? I don't want to go into too much detail with the number of employees or the number of fixtures. For example I have a 15,000 SF pharmacy and a 5,000 SF restaurant and I'm...
  3. smp123069

    MUTCD lane shifting transition vs. lane taper width requirements

    Does anyone have any experience with the requirements for a lane transition/offset taper? I have located the formula in Chapter 6 of the MUTCD which notes that you can use the L/2 for a transition taper where L is the taper length for a merging taper. I have been told that the L/2 is only...
  4. smp123069

    Paving on Foamular Styrofoam Insulation

    We have a situation where we need to fill a void on top of a garage slab that has already been poured with a ligth weight material that has sufficient strength to act as a road base. It has been suggested that we use a styrofoam product like Foamular from Owens Corning. We plan on providing a...
  5. smp123069

    Lightweight Aggregate, LWA, Typical CBR Values?

    Where can I find typical CBR values for Lightweight aggregate? We would like to use a LWA for a road subbase but can not find documentation of the CBR values for any of the products that we have evaluated.
  6. smp123069

    No Build Areas (Easements) for Building on Property Line

    I am a civil engineer working on a residential wood frame multi-family development. I inherited this project from an associate that is no longer with our firm so I don't know all of the history. It has come up during building permit review that there is an issue with the building being on the...
  7. smp123069

    Preliminary fixture count estimates

    I'm trying to find a table providing preliminary estimates for sanitary sewer fixture counts. Ideally it would include single family homes (possibly with a range of square footage or bathrooms)and apartments (w/ range of 1,2 efficiencies). Does anyone know where I can find a table of this sort...
  8. smp123069

    Sanitary Drainage Fixture Count Preliminary Estimate

    I'm trying to find a table providing preliminary estimates for sanitary sewer fixture counts. Ideally it would include single family homes (possibly with a range of square footage)and apartments (w/ range of 1,2 efficiencies). Does anyone know where I can find a table of this sort? I am...
  9. smp123069

    Sanitary Drainage Fixture Count Preliminary Estimate

    I'm trying to find a table providing preliminary estimates for sanitary sewer fixture counts. Ideally it would include single family homes (possibly with a range of square footage)and apartments (w/ range of 1,2 efficiencies). Does anyone know where I can find a table of this sort? I am...
  10. smp123069

    Code Requirements for handrails on retaining walls

    I am reviewing a site plan for code compliance in regards to hand rails on retaining walls for pedestrian safety. I found a BOCA Code 1825.5 that requires a handrail/guardrail if your retaining wall is over 4' tall and a pedestrian path is closer than 2'. I'm suprised that you could have a 15'...
  11. smp123069

    Brick Cast-in-Place eccentric manhole detail?

    I'm looking for a detail of 48" ID manhole with an eccentric opening. I need this to be a cast in place structure and I need the eccentricity to occur near the bottom of the manhole. I need the taper to occur in order to avoid an existing utility. I would like to taper to a 24" opening at the...
  12. smp123069

    LEED SS Credit 6.1

    When you are developing a site with existing impervious greater than 50% LEED credit 6.1 requires that you implement a stormwater management plan that results in a 25% decrease in rate and quantity of stormwater runoff. I understand the concept. My question is this. What storm event are they...
  13. smp123069

    TR-55 Time of Concentration assumptions

    Are there any references that give generally acceptable values of time of concentration for urban watersheds that I could use as an assumption? I am developing a floodplain study for ultimate the ultimate land use. My drainage subbasins vary from 80 acres to 400 acres. Since I don't know the...

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