Laserfiche WebLink
• TEST PIT #1 <br />DEPTH llESCR1PT1ON <br />0' 0" to 2' 2" dazk brown moist sandy Silt with clay, some cobbles and boulders <br />(topsoil) <br />2' 2" to 4' 0" stiff to very stiff brown moist clayey Silt, little fine to course sand, with <br />gavels, cobbles and boulders (up to 25%) pp = 2.0 to 3.0 tsf <br />4" 0" to 7'0" dense/hazd brown moist silty Sand with gavel, little clay (up to 20% <br />boulders, cobbles and gavel) pp = 4.5+ tsf <br />7" 0" to 7' 8" very dense brown poorly cemented silty Sandstone, fine grained <br />7' 8" Hazd slightly weathered well cemented light grey silty Sandstone <br />Note: Termination depth of Test Pit #1 is 8' 6". No water was encountered during test pit <br />excavation <br />TEST PIT #2 <br />DEPTH <br />• 0' 0" to 0' 3" Coal (fill) <br />0' 3" to 5' 4" stiff to very stiff moisYbrown clayey Silt with little sand, at 4' sandstone <br />boulder (10% boulders, cobbles and gavel} pp . 2.5 to 3 tsf <br />at 5'4" Hard slightly weathered well cemented light grey silty Sandstone <br />Note: Tennination depth of Test Pit #2 is 6' 0". No water was encountered during test pit <br />excavation <br />TEST PIT #3 <br />DEPTH DESCRIPTION <br />0' 0" to 1' 8" dark brown moist sandy Silt with clay, some cobbles and boulders <br />(topsoil) <br />1' 8" to 5' 3" very stiff to hazd moist brown sandy Silt with clay (10% of excavation <br />gavels, cobbles and boulders) pp = 2.5 to 4.5+ tsf <br />at 5'3" Hard slightly weathered well cemented light gey silty Sandstone <br />• Note: Termination depth of Test Pit #2 is 6' 0". No water was encountered during test pit <br />excavation <br />