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TEST FIT LOGS <br />TEST PIT LOG TP-05 <br />Notes De Description <br />faetlpth <br />Soil descriptions developed at the <br />0.0 - 1.0' Toosoil; Dark brown, silty (pt, topsoil). <br />1.0 - 8.5' Silt; Red brown to gray brown, fairly <br />time of excavation following the <br />2 <br />Unified Soil Classification format. <br />massive, medium dense to dense, dry to damp <br />TP was backfilled once logged. <br />(ml, Transitional Beds - Qtb). <br />TP locations were decided in the <br />4 <br />field based on existing conditions <br />J <br />4.5' more massive, denser <br />and proposed improvements. <br />6 <br />� <br />�I <br />8 <br />.< <br />8.0' more massive, consistency to <br />siltstone. Slick:nsides on some fracture 1 <br />surfaces. <br />Total Depth = 8.5 feet <br />TEST PIT LOG TP-06 <br />Notes Dep Description <br />I'pth <br />Soil descriptions developed at the <br />0.0 - 1.0' Topsoil; Dark brown, silty, organics <br />time of excavation following the <br />2 <br />(pt, topsoil). <br />1.0 - 4.5' Sitt; Gray brown, medium dense to dense, dry <br />Unified Soil Classification format. <br />IN <br />TP was backfilled once logged. <br />to damp (ml, Transitional Bed - Qtb).', <br />TP locations were decided in the <br />4 <br />4.0' becomes denser with depth <br />field based on existing conditions <br />Total Depth = 4.5 feet. <br />and proposed improvements. <br />j i <br />I <br />I <br />PROJECT: Jones Residence <br />NUMBER: 98-08-10 <br />DATE: 813/98 <br />