mmhouse
Well-known member
Again not exactly garage related but I trust you folks for advice so here goes...
I have water in my crawlspace during the rainy season. My gutters and downspouts drain into a piped system which dumps into a pond well away from the house and is working well. The surface grading for runoff around the house is good. For these reasons and because I am fairly low I'm sure the problem is a high water table that is migrating up into the crawlspace as it rises. Since the footing drains are at the top of the footers they are apparently just a bit too high to prevent an inch or two of water from accumulating in the crawlspace.
I have two bids that I am comfortable with for installing a drainage and sump pump system but each take a little different approach and I'm not sure which is best.
The first would put a trench around the perimeter of the footing and one down the middle all leading to the sump pump. These trenches would have perf pipe and be filled with pea gravel with a vapor barrier over the entire crawlspace.
The second would put an open trench around the entire perimeter leading to the sump pump with no central trench. There would be no pipe or gravel because the bidder says the gravel can impede water flow and that the pipe can silt up over time.
My question is, which is the best approach?
I don't know why the first bidder would go to the expense of putting in the pipe and gravel if it is not necessary and could cause problems and callbacks down the road. On the other hand the impeded flow and silting does sound feasible.
Do any of you have experience or expertise in this area? If so, what is the best approach?
I have water in my crawlspace during the rainy season. My gutters and downspouts drain into a piped system which dumps into a pond well away from the house and is working well. The surface grading for runoff around the house is good. For these reasons and because I am fairly low I'm sure the problem is a high water table that is migrating up into the crawlspace as it rises. Since the footing drains are at the top of the footers they are apparently just a bit too high to prevent an inch or two of water from accumulating in the crawlspace.
I have two bids that I am comfortable with for installing a drainage and sump pump system but each take a little different approach and I'm not sure which is best.
The first would put a trench around the perimeter of the footing and one down the middle all leading to the sump pump. These trenches would have perf pipe and be filled with pea gravel with a vapor barrier over the entire crawlspace.
The second would put an open trench around the entire perimeter leading to the sump pump with no central trench. There would be no pipe or gravel because the bidder says the gravel can impede water flow and that the pipe can silt up over time.
My question is, which is the best approach?
I don't know why the first bidder would go to the expense of putting in the pipe and gravel if it is not necessary and could cause problems and callbacks down the road. On the other hand the impeded flow and silting does sound feasible.
Do any of you have experience or expertise in this area? If so, what is the best approach?


BEST ANSWER TO THE: "I'd Do it Myself" mantra we hear on the forum all the time!! Sometimes we "Don't Wanna Do It Ourselves"!!!