Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations MintJulep on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: Sebast73
  • Content: Threads
  • Order by date
  1. Sebast73

    To Determine the Base Flood Elevation on an Urban Area

    Hello, The firm I work with has acquired the task of determining a BFE for a section of a coastal city which up to this point has been in Zone A of the FEMA flood maps. I was thinking of approaching this task using the EPA SWMM but am at a loss on where to begin. How vast does my model have to...
  2. Sebast73

    Blue Roof Model in HydroCAD

    Any HydroCAD aficiando's out there, I am looking to model a "Blue Roof" for storm water detention using HydroCAD Using the custom stage storage data modeled as a pond, how may I simulate a slow release on the volume stored ? I am pretty efficient using underground storage techniques, but the...
  3. Sebast73

    Tensile Roof Structure

    Hello fellow colleagues, The firm I work with has an inspection/materials testing division and we have been contracted as the Special Inspections Coordinator/ and firm responsible for documenting the required inspections for this amazing structure, the the state of CT. There is limited...
  4. Sebast73

    Force Main Residential Septic system (SSDS)

    We have a forcemain going from pump chamber to leaching field. We also have an ejector pump in basement of the residence. I currently have on sanitary lateral out from house to septic tank, Do I need another seperate lateral for the basement ejector pump. ?
  5. Sebast73

    Separation distance from footing drain of building to underground stormwater storage/leaching chambe

    Is there a required separation distance between a footing drain and a drywell surrounded by stone for stormwater storage ? I am familiar with the separation distances for subsurface sewage disposal , was not certain about storwater runoff ?
  6. Sebast73

    Residential septic system (pressurized)

    hello, I have a client whom plans to install his septic system drainfield up hill from his house elevation. therefore I know I am in need of a two tank system, one to house the sewage flow and the other to pump the effluent to the drainfield. In return, the homeownwer want to install a...
  7. Sebast73

    Structural Steel Moment connection using slotted bolt holes

    I am the E.O.R. of a 3-story ordinary moment frame building and am in the process of reviewing shop dwgs. The designer whom is no longer with the company designed the moment connections using shop & field welded top & bot. plate with an oversized round hole for 3/4" A325 bolts, the fabricator...
  8. Sebast73

    thread162-365226 Looking for mos

    thread162-365226 Looking for most efficient (faster) way to model a storm drainage system with 30 CB and structures around a closed loop pavement and parking area which eventually discharge into an existing Detetion Basin. There is also additional under ground ADS pipe storage capacity set...

Part and Inventory Search

Back
Top