So I am working on a detention pond checking 2-yr 24-hr, 5-yr 24-hr, 10-yr 24-hr and 100-yr 24-hr storm events. I am required to list exit velocities for each storm event. Unless things have changed when you are below 5 fps vegetation is adequate erosion control. I have not being doing this...
So I am in the process of learning how things work in a region new to me 60 miles south of Canadian border in the Plains (I'm from the SE). Sanitary waste disposal seems to be a large problem with little municipal sewage collection and treatment due to the fact that cities or heavily populated...
We have an undeveloped site that currently discharges to an undersized downstream storm water system. That system is a relatively new 12" culvert in a street that discharges into an undersized detention pond. The existing inflow to the system is the street it is in and a 2 acre motel and...
Hello, this is not usually my problem to deal with but it is at the moment.
I'm dealing with a with a water well and a predesigned elevated storage tank by requirements of the project. I also have to meet minimum storage requirements and static and residual pressures. For this reason I will...
I thought maybe someone might have some suggestions or ideas. I'm involved in the demolition of a 60 year old building with a 32 acre footprint. It had two stories. It came down rather quickly (less than 4 months)and there is plenty of debris on the first floor pad. Lots of steel and concrete...
Well I have been laid off since early Feb. I managed to get a job about three weeks ago outside of my field. Just got through working a 4:30 am to 4:30 pm shift. Sorry this is going to be long winded but please comment as I could use some advice.
My background is 12 years general civil/site...
So I'm laid off and managed to find a job to get a paycheck. Construction work is extremely slow in Tennessee. I'm in orientation for Green Mountain Coffee Roasters as an entry level machine operator.
From what I understand they plan on doing a parking lot expansion in the near future. I...
I was just curious if to see if anyone else had similar experiences in the past or now for that matter.
I started in the field doing surveying and construction inspection for about a year an a half in the mid to late 90s. When I came back in the office (a 50 year old full services consulting...
Well I just got laid-off again. Lack of overall civil site work and some non or late paying clients at issue. I was actively working on a few projects that are not finished and I was the only civil guy left. They have said they would like me to work on the remaining projects on a contractual...
We have recently installed a new pen table. We are having a problem with M, W, V, N, and A plotting spikes (above and below other letters) at the vees of these letters. Does anybody have an idea of what could be causing this?
The park pavilion project I am working on will require a septic drain field. The park itself contains 2 existing pavilions, a marina, a campground, a maintenance building, a kiddie pool, and an archer/target practice range. All these facilities are on one meter for all practical purposes...
I'm working on a pavilion project in a public park. It is going to include a 700-800 ft waterline extension. The waterline extension will be off of an existing 2" PVC line that is private. The meter is near the property line which is atleast 2000 ft from the start of the proposed extension...
I'm designing a dry well. Once upon a time I ran across a table that listed NRCS soil types and estimated infiltration rates. I believe it was for septic drainfield design but that doesn't matter at the moment. Does anyone have a link to such a table. I'm having trouble googling it.
It has been a while since I have used Hec-Ras and could use some suggestions concerning problems I am having. I have an existing FEMA model of the river in question. We are proposing to add top of bank walking trail, minor walls, and two pedestrian bridges over the river.
I have no problem...
I'm working on an old v7 dot project. When editing text in a sheet file the text gets rotated. I think I've check most all settings and cannot find any sort of angle lock that is on. Does anyone have suggestions?
In process of recieving some training from bentley. The trainer provided a useful website with video samples on using various tools from the geopak site package. Here is the link
http://65.217.17.142/downloads/sitemodeler/GEOPAK%20Site%20Modeler%20Training%20Videos.htm
Hello, I am currently waiting on a sprinkler company to provide me with their required flows for a 105000 sf justice center. They are also responsible for providing us with the existing flow data so we can design the pipe sizing and hydrant placement from the building wall to the existing...
Has any one found any good applications using multiple objects in the same model while using site modeler? From what I understand the sw becomes irritable when two objects are close by. Our former guru would make one object and define everything in the model as its element. Has anyone...
This forum doesn't seem to get much usage from its 200 members. Has everyone got this software figured out or is it secret knowledge. I had bits and pieces of the sw for a little over a year now but not enough opportunities to use it other than the water/sewer package which seems to have a few...
