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  • Users: Will007
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  1. Will007

    Would a 2" PE waterline be sufficient?

    For an 8 unit development spread over max Length of 3000lf. Also, anyone know what the normal flow should be for a home w/ 40-60psi? Thanks in advance for any help.
  2. Will007

    Powerline & Gasline Cost Estimates

    Hi guys, Anyone here has a cost estimate for a buried single phase powerline and gas line for the Utah area or somewhere comparable? A spreadsheet would be perfect. Thanks for any help you guys can give. Will
  3. Will007

    Water Well Placement. How close to stream?

    We are trying to set the best location for a new well. The owner wants it close to the running stream. Any guidelines/pointers on how close to stream/river we can go? Thanks for any help you can give.
  4. Will007

    How to Set an Altitude Valve

    Hi, Anyone familiar with setting altitude valves. This is a 1-way Watts ACV Flow altitude valve Mustang Series Model M127-1. Anyone know how to go about setting this altitude valve to control two tanks at different elevation. It has to shut off lower tank when full to push water back up...
  5. Will007

    Concrete Tank Leak Test

    Hi, Does anyone know what the allowable leakage is for a concrete tank. Some say its 0.5%. Is this correct? We just put a 150k gallon up and is ready for commision, but we need to verify that the leak test passed. Please advise. Thanks
  6. Will007

    Water Well Design

    Anyone know of good sources to learn how to design a water well system? We would like to use a well to fill a new 150k water tank using the same distribution line used to feed the city. The well will be approximately 450ft deep and will have to push water an extra 120ft head and its located...
  7. Will007

    Pressure Test Leakage

    We are having problems with our ductile iron line/ HDPE line holding pressure. The contractor says its an air lock problem, and we said its a water leaking somewhere. We pressurized the waterline up to 125psi and 70 minutes later it dropped to 95psi. Is there a way to know if this is a...
  8. Will007

    Standard Utility Separation

    Hi, Anyone know what the standard utility separations are for sewer, water, storm drain, and secondary water? Both vertical and horizontal. Thanks in advance for your help.
  9. Will007

    Min. & Max. velocity flow for sewer pipes

    I have been told by the city that I need to design sewer pipes flowing half full to have a minimum of 2 fps velocity. Is this standard practice, or does anyone know what the min. & max flow velocities are for sewer pipes. Sizes 8-15" inside diameter. Thanks in advance for any help.
  10. Will007

    Reverse Curve

    How do I design a paint stripe reverse curve for a left turn lane. Is there an equation to calculate the radius or each curve?
  11. Will007

    How to design a reverse curve on a curve

    I am designing a reverse curve on a curve with superelevation. Does anyone have an equation or an idea of how to design this manually or on autocad? Appreciate any info you can give. Thanks
  12. Will007

    Reusing old Trussess

    I've got a friend who wants me to certify that he can use wooden trusses he bought over a year ago to build his new house. The trusses have been sitting outside the entire time with no cover on them. They are still in tact but a few hair cracks about 4-5 inches long are noticed on the ends...
  13. Will007

    Cross Section on Gravel Parking Lot

    Any ideas on sub-base material and thickness under 6" on 1" gravel parking lot? Is this a good thickness and size for a parking lot used by big equipments and big salt/snow blow trucks. Thanks
  14. Will007

    Min Slopes on Gravel Parking lots

    Can anyone tell me what the standard slopes are on a gravel parking lot? I believe we can use slopes of 1.5% to 4%. Is this okay or far off. please advise. Thanks
  15. Will007

    Dewatering Groundwater in SD Pond

    I am trying to design a dewatering system to existing groundwater at bottom of pond. County requires bottom of pond to be at least 1ft higher than water table with underdrain system. How do I design the underdrain system?

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