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Another reason I hate engineers.....

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Old Aug 31, 2007 | 02:35 PM
  #61  
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Originally Posted by Mike SVOR
I watched an engineering student of UF try to fill in a dent on his car with 2 gallons of bondo instead of pulling the dent out. He didn't even sand the paint off first. I was rolling on the parking lot. After it dried, it had 3" deep cracks in it.
Let's see a Journeyman Bodyshop Tech. attempt stormwater caluculations in a 185 lot subdivision.....

The point? There isn't one.
 
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Old Aug 31, 2007 | 02:54 PM
  #62  
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Originally Posted by SMIGGS
Let's see a Journeyman Bodyshop Tech. attempt stormwater caluculations in a 185 lot subdivision.....

The point? There isn't one.
Lets see....
There's gona have to be a hole dug to make a retension pond.
That hole should be lower than the surrounding roads/houses
Contact city to get size needed for code.

done.


At least I didn't say "lets have the retension pond above the land and pump water up to it."
 
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Old Aug 31, 2007 | 03:03 PM
  #63  
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Originally Posted by Mike SVOR
Lets see....
There's gona have to be a hole dug to make a retension pond.
That hole should be lower than the surrounding roads/houses
Contact city to get size needed for code.

done.


At least I didn't say "lets have the retension pond above the land and pump water up to it."
Wow that's pretty good.

They don't have pipes where you live? I guess if everyone dug a hole in their front yards to use as "retention" ponds you wouldn't need to design anything.
 
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Old Aug 31, 2007 | 03:08 PM
  #64  
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Originally Posted by SMIGGS
Wow that's pretty good.

They don't have pipes where you live? I guess if everyone dug a hole in their front yards to use as "retention" ponds you wouldn't need to design anything.
Damn! I knew I forgot something.

connect hole to pipe and pipe to gutter mounted on road.
 
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Old Aug 31, 2007 | 04:12 PM
  #65  
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Originally Posted by Mike SVOR
There's gona have to be a hole dug to make a retension pond.
That hole should be lower than the surrounding roads/houses
Contact city to get size needed for code.

done.
I am sure you are being sarcastic but in the off chance you aren't, let me just say that there is a little more to it than that. Having done drainage calcs on large residential and commercial developments the old way (by hand using topo maps and planimeters) I can tell you that there has never been a city or town that I have done business in that has a "code" for how big a retention or detention basin must be. Properly done they can take hours to days of analysis (existing and design), redesign, re-analysis and so forth just to get to the point of figuring out how much water you are dealing with in the first place.

The point is that give me any occupation from ditch digger to brain surgeon and I can belittle it and diminish the responsibilities and duties down to one or two basic steps. That would exhibit both arrogance and ignorance and is quite honestly, below me to do so. I don't know what you do for a living but I would be willing to bet that I know more about what you do and could do more of what you do than the reverse case.....
 
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Old Aug 31, 2007 | 04:14 PM
  #66  
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Well said, and no spelling errors either.
 
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Old Aug 31, 2007 | 04:16 PM
  #67  
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Originally Posted by Mike SVOR
retension pond.
I'd probably hire someone to handle any letters that need to be written to your city's building dept.
 
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Old Aug 31, 2007 | 04:17 PM
  #68  
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Originally Posted by pfogle
IMO that 10 or so minutes should be BILLED to the CITY because this idiot decided to make sure that his house wasn't going to be next to a mobile home....
Again, I gotta ask.....Why 10 or so minutes?....Whose fault was that?.....The OP made the decision to sit and watch and sip coffee for 10 or so minutes while the engineer held up the work crew......Sounded to me like it would have been even longer if the work boss didn't point at the OPs truck and the engineer started walking towards him.......

And yes, it sounded like the engineer was there on personal business.....
 
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Old Aug 31, 2007 | 04:20 PM
  #69  
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Yes, I was being sarcastic/humorous

Originally Posted by Nitramjr
I don't know what you do for a living but I would be willing to bet that I know more about what you do and could do more of what you do than the reverse case.....
damn! That's a hell of a bet.

I would bet against you.
 
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Old Aug 31, 2007 | 04:22 PM
  #70  
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Originally Posted by jake00
I'd probably hire someone to handle any letters that need to be written to your city's building dept.
lol Damn you spell checkar!!!1
 
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Old Aug 31, 2007 | 04:25 PM
  #71  
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Originally Posted by Mike SVOR
Yes, I was being sarcastic/humorous



damn! That's a hell of a bet.

I would bet against you.
I've lost many a bet and I am sure to lose many more - that is why I am engineer not a gambler....

but feel free to tell the world what you do for a living and let me embarass myself by exposing how little I know.

And since an actual bet would probably violate the policies of this site, let's just have some fun with it.....
 
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Old Aug 31, 2007 | 04:26 PM
  #72  
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http://www.hydrocad.net/

can I be an engineer now?
 
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Old Aug 31, 2007 | 04:30 PM
  #73  
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Originally Posted by Mike SVOR
http://www.hydrocad.net/

can I be an engineer now?
Ummm...no.

But kudos on using your computer!
 
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Old Aug 31, 2007 | 04:32 PM
  #74  
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Originally Posted by Mike SVOR
http://www.hydrocad.net/

can I be an engineer now?
Sure, once you get your degree and can actually do the drainage calcs using the old SCS TR-55 and -20 calculations by hand. THEN you can use hydrocad or some other plug and chug program that has made many an inexperienced person think they can design drain systems. It's the kinid of stuff, in all seriousness, that is making designs fail. If the user/designer doesn't know and understand what they are looking at, bad things can happen.
 
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Old Aug 31, 2007 | 04:38 PM
  #75  
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Originally Posted by Nitramjr
I've lost many a bet and I am sure to lose many more - that is why I am engineer not a gambler....

but feel free to tell the world what you do for a living and let me embarass myself by exposing how little I know.

And since an actual bet would probably violate the policies of this site, let's just have some fun with it.....
I design/author networking certification exams and author associated tasks (questions), labs, activities, course material/story boards that are taught/proctored all over the world.

but now i'm sounding crass.

I just wanted to make fun of the 2 gallon bondo incident.
 
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