I have a 4 year old house built on a high water table. For this reason the builder did not dig out a full basement. It has a 4'.8" all concrete crawl space. The foundation is poured. Except for 2 recent episode over the past
2 years (one yesterday when we got about 4 inches of rain), it has remained dry. There are no footer drains since there was no place low enough on the property to run them out to (lower than the footer). The two episode were unusally high amounts of rain. The first episode resulted in an 1.5" to 2 inches of water. The second episode resulted in about four 16 gallon wet vac cleanup. No big deal. I want some piece of mind since the oil burner is down there (not on blocks due to the low clearance) and was thinking about putting in a sump pump. I read the building plans for my property and the spec of the crawl floor is 4 inch concreate, wire mesh and 8 inches of compacted gravel. The water is seeping thru the function of the floor and walls around the entire perimeter. My guess is ground water intrustion although I was under the impression the 8 inches of gravel should of prevented this . There appears to be no surface drainage issues, although approx 60 - 75 from the foundation is a retension area (drywell) for driveway and rear roof runoff. The backyard slopes down to this retension areaI have some question about installing a sump.
1) Does it make sense for this application? I ask that because if i have to go down 3 feet for the pit, my guess is the sump will cointinuously run because i would intrude into the water table.2) Does it make sense to put in a sump without exterior or interior footer drains feeding the pump?
thxs.