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#1 |
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Junior Member
Join Date: Jan 2011
Location: N.E. Ohio
Posts: 5
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Ok, here is my story. Last year I built a 32 x 40 garage in my back yard. Before ground could be broke, I had to have the area staked for 100 year flood zone. No problem, flood zone was staked, garage was built outside the 100 year flood area.
Garage was finished in November of 2010. Fast forward to Feb. 2011. Spring rains bring 2 feet of water covering my whole yard, including the garage! The picture shown below was before the water reached it's highest point. Well, now that the potential to flood again someday, I decided to have the garage raised above the flood waters potential. The garage will be the only thing lifted. The concrete is staying where it's at. My question is, what can I do to fill the space between the old concrete and the new concrete that will be poured after the raising? Will I just have to bring in a bunch of stone and tamp, or can I do something with some kind of beams with a little fill? Also, should some type of drains be put between the two floors, in case of flooding again, or will the residual water not be a problem? Thanks for reading my dilemma, and any suggestions.
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#2 |
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Alliance Member
Join Date: Jan 2011
Location: Central Maine
Posts: 1,213
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The simplest solution would be crushed stone as you mention. It's more expensive per cy but doesn't require compaction and is free draining.
Are you going to jack the building, add fill to raise the grade beyond the building limits and then place a new slab? |
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#3 | |
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Junior Member
Join Date: Jan 2011
Location: N.E. Ohio
Posts: 5
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Quote:
The water is coming from a small creek to the right of the garage, and fills up my lot to the street on the far left of my property. The street is acting like a dam, and flooding my lot. The idea is to raise the floor level higher than the street level. The water should not get higher than the street. (It should flow over the road at that point) |
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#4 |
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Senior Member
Join Date: Dec 2006
Location: Jonesboro, Arkansas
Posts: 1,321
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Around here we use "builder's sand" for fill. I think I would drill a grid of holes in the existing slab. If water gets in it will eventually drain out.
__________________
Plan ahead. Sweat the details. My photos: http://www.flickr.com/photos/ratpoison/ |
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#5 |
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Senior Member
Join Date: May 2011
Location: Melbourne Australia
Posts: 591
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Wonder if all the fill will drain out with the water if it floods again.
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#6 | |
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Alliance Member
Join Date: Jan 2011
Location: Central Maine
Posts: 1,213
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Quote:
If the existing slab is haunched, you can easily form up a wall right on top of it. If isn't haunched, I'm not sure I'd use a 4" slab as the footer although I guess that's what holding up the building now. If your not going to bring the exterior grade up evenly with the inside, you'll definitely want to incorporate some kind of footer to resist overturning. You should extend the new wall up 6-12" above the exterior grade to get your framing and siding up off the ground. If the extra width of wall on the inside will bother you, step the wall back to 6" above the slab. As for fill materials, I think any of those mentioned would work fine. I'd probably put in a few PVC weeps to ensure the sub base could drain if water got in there. Should be an interesting project. Please take pictures and keep us updated. |
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#7 |
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Senior Member
Join Date: Jun 2010
Location: Sunny Florida
Posts: 2,390
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Hate to be a bummer but wouldn't this be a good time to call an engineer?
Your town may require stamped drawings on your design anyway.
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"Scotty" Densifiers Concrete Sealers Epoxy Coating Kits Grinding Attachments Web Site: www.hdepoxy.com |
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#8 |
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Senior Member
Join Date: Mar 2006
Location: grand bay
Posts: 1,748
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yes we do it all the time. pour a foundation for the bldg, then have a couple feet dirt on top of the foundation for plumbing and electrical piping and then slab on top of the compacted soil.
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#9 |
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Junior Member
Join Date: May 2011
Posts: 18
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can the building be moved away from that low spot? Or is there not enough room on the lot.
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#10 |
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Senior Member
Join Date: Sep 2010
Location: MN
Posts: 2,915
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It's a boat house!
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#11 | |
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Senior Member
Join Date: Jan 2011
Location: Comfrey, MN
Posts: 456
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Quote:
If I was going to do something about this, I would want my garage moved to the other side of the drive if possible. Just a thought. good luck! |
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#12 | |
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Junior Member
Join Date: Jan 2011
Location: N.E. Ohio
Posts: 5
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Quote:
After I raise the garage I will have about 18 inches to fill. I was wondering if there is something that could be used to fill the space quickly, then put some 57 on top of that for the new slab? Thanks for the replies |
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#13 |
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Senior Member
Join Date: Dec 2007
Location: Decatur, IL
Posts: 1,090
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I would definitely recommend drains between the two slabs. If you get water in the aggregate fill and then it freezes, you will have one heckuva mess as it will expand and crack the top slab.
Depending on if you have the area sealed, you could pour some flowable fill in there. I don't know what that costs in your area though. It is basically a low strength cement mixture that hardens.
__________________
1970 Mach 1 1970 Mustang Fastback 2003 Mustang 2005 F150 FX4 Licensed Professional Engineer, PE (Civil) Licensed Structural Engineer, SE |
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