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#1 |
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Registered User
Trade: Developer
Join Date: Jul 2009
Posts: 2
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Resolving "Bad Fill" Problem
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Last edited by twegman; 07-29-2009 at 08:14 AM. |
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#2 |
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Custom Stuff
Trade: General Contractor - Custom Renovations
Join Date: Jan 2008
Location: Manassas, VA
Posts: 859
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Re: Resolving "Bad Fill" Problem
What is the purpose of messing with the fill at all? I'm sure its not just that you want to dig up dirt. Building something?
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__________________________________________________ ___________ I EXPECT THAT SOMEDAY I WILL SEE THE FRUITS OF MY LABOR. IS IT SOMEDAY YET? ![]() Clifton, Great Falls, McLean, Fairfax Station, Manassas, Virginia Renovation Contractor |
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#3 |
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Custom Stuff
Trade: General Contractor - Custom Renovations
Join Date: Jan 2008
Location: Manassas, VA
Posts: 859
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Re: Resolving "Bad Fill" Problem
Oh, oh. Wegman Companies. Rochester, NY. You eat well? Related? I see now what you do. Why do you suspect that bad fill will impact you? 14' is not too bad if you are digging a basement for a single. If you are doing townhomes, that would be different.
One other concern you should have. You say 14 or so acres is back fill. That's a lot of back fill and in an area like Rochester, I would definitely want to know what else is in there? You don't want to find the next superfund site 2 blocks away from Kodak, do you?
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__________________________________________________ ___________ I EXPECT THAT SOMEDAY I WILL SEE THE FRUITS OF MY LABOR. IS IT SOMEDAY YET? ![]() Clifton, Great Falls, McLean, Fairfax Station, Manassas, Virginia Renovation Contractor |
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#4 |
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Contractor
Trade: Excavation, Foundation, Concrete
Join Date: Feb 2006
Location: Maryland
Posts: 3,271
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Re: Resolving "Bad Fill" Problem
I would imagine that if you can get the organic material separated from the other debris, you could crush and reuse the asphalt and concrete for subgrade material.
Only a qualified soils tech would be able to tell you for sure if it is feasible for your site and the specific material you are dealing with. But by all means it can be done. |
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#5 |
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Vagitarian
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Re: Resolving "Bad Fill" Problem
You need to hire a engineer to do geological test studies. If a building is going to be constructed on this site, then I would highly suggest removing the fill to virgin and re-compact in lifts.
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Life is hard. It is harder when you are stupid Uncle Sam wants YOU....to speak ENGLISH |
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#6 |
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Registered User
Trade: Developer
Join Date: Jul 2009
Posts: 2
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Re: Resolving "Bad Fill" Problem
Yes we have hired an engineer and a geotech engineer, the questions arise due to my im[atience and my "need to know Yesterday" mind set. The site is primarily for heavy commercial/Office and so the fill not being compacted is a pretty big deal for the footings and slab.
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#7 | |
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Pro
Trade: Commercial Superintendent
Join Date: Mar 2009
Posts: 1,511
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Re: Resolving "Bad Fill" ProblemQuote:
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#8 |
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Pro
Trade: Commercial Superintendent
Join Date: Mar 2009
Posts: 1,511
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Re: Resolving "Bad Fill" Problem |
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#9 |
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Sophisticated Siding Guy.
Trade: Siding and Trim Specialist
Join Date: Jun 2007
Posts: 259
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Re: Resolving "Bad Fill" Problem |
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#10 |
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Pro
Trade: entrepreneur of excavating expertise
Join Date: Mar 2006
Posts: 2,601
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Re: Resolving "Bad Fill" Problem
for you to assume the liability/responsibility of this project without a P.E....is just foolish. wait until you see a set of plans stamped by a professional soils engineer, bid accordingly, perform accordingly....and if it fails, it's their problem.
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someday, i'll be as patient as Nick. |
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