rnorth
Structural
- Oct 30, 2006
- 47
in ny state we have to dig a 6 foot hole to check the soil layers for high water mark, clay etc.
the other morning we did a test hole, here are the results
0-4" SANDY TOPSOIL, ROOTS
4-20" GRAY FINE SANDY LOAM
20-32" BROWN SANDY GRAVEL, COURSE
32-63" DARK SAND W/ CLAY & GRAVEL
63-66" GRAY CLAY
66" DARK SHALE LEDGE
no mottling line was observed, this was confirmed by another specialist as well.
we had water seepage at the clay/shale level - 5'6"
about 8 hours later the holw had filled up with water - about 3' below grade, where this was dry when the hole was dug.
could this just be due to the earth's ability to retain some water - we recently had about 2" rain???
should the ground water be \called out at 3'?
the other morning we did a test hole, here are the results
0-4" SANDY TOPSOIL, ROOTS
4-20" GRAY FINE SANDY LOAM
20-32" BROWN SANDY GRAVEL, COURSE
32-63" DARK SAND W/ CLAY & GRAVEL
63-66" GRAY CLAY
66" DARK SHALE LEDGE
no mottling line was observed, this was confirmed by another specialist as well.
we had water seepage at the clay/shale level - 5'6"
about 8 hours later the holw had filled up with water - about 3' below grade, where this was dry when the hole was dug.
could this just be due to the earth's ability to retain some water - we recently had about 2" rain???
should the ground water be \called out at 3'?