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I figured out how to get them to stop. In the acrobat program file folders, there is an autocad folder with 2002, 2004 and 2005 folders. I just moved the files in the 2005 autocad folder to a temp folder and it stopped the auto loading. Thanks.

I installed the latest adobe acrobat and now I have unwanted menu items on the autocad menu bar. I've tried everything to get rid of them, i need help. pleeeeeease I'd also like to know how to get rid of this blasted Sheet Set Manager palette. I've already switched the variable to 0, so what...

I don't know if anyone has had any luck with this problem, but it's about to drive me nuts. I've replace all of my shortcuts with those off of a different computer, even my exe file. Still no luck. I've also got a Sheet Set Manager that always comes up. Please send help.

That is exactly what I've been doing, I just think the flows that I'm getting are high for what I should be expected to treat. Secondly, who's to say the rainfall event has to happen over a 24 hr. period. That's my other problem, the regulatory agency I'm working under won't say what they...

Forgive me for my blatant ignorance, but what is "RPN"?

I'm screaming the same thing, but I use the TI-89. Here's a link to the NCEES list. http://www.ncees.org/exams/calculators/#approved It seems ridiculous.

Now that we can no longer use the HP48 or the TI89 on the FE or the PE, what is the calculator of choice? Reasons?

We are required 1" for sites with dry ponds, 1/2" for sites with wet ponds over the entire site. The county hasn't told me which they would consider an underground unit with a permanent water volume. They do consider roofs here due to fecal materials. The majority of this site will pass...

daddymem, Trying the last link you posted by Thomas R. Adams: My site: Tc=15 min. A=6.86ac c=0.68 Using the method outlined here, I get a flow of 18.6 cfs, which I feel to be extremely high. Using Hydroflow Hydrographs, and the hydrographs it generates for the site, I: 1 - found the rainfall...

Our regulatory agencies require a treatment of 1" of runoff over the entire project site. We will be using an ADS underground treatment unit to provide water quality for the project. This unit will be sized to treat a peak FLOW. My problem is to get my WQ volume translated into some kind of...