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TEST PIT LOGS <br />TEST PIT LOG TP-03 <br />Notes D .pth Description <br />vi <br />Soil descriptions developed at the <br />time of excavation following the <br />Unified Soil Classification format. Unified <br />2 <br />0.0 - 3.0' Sandy Sift to Sift; Red brown, little to some <br />organic, lots of roots, loose, dry <br />weathered Transitional Beds - Qtbl. <br />TP was backfilled once logged. <br />TP locations were decided in the <br />field based on existing conditions <br />4 <br />3.0 - 11.5' Silt; Red brown to tan, loose to medium <br />dense, damp to dry <br />(ml, Transitional Beds - Qtb)- <br />and proposed improvements. <br />6 <br />3.5 - 6.5' slightly mottled <br />IS <br />9.0' becomes somewhat denser with depth. , <br />10 <br />Total Depth = 1 1.5 feet <br />TEST PIT LOG TP-04 <br />Notes Depth Description <br />(feet) <br />Soil descriptions developed at the <br />time of excavation following the <br />Unified Soil Classification format. <br />TP was backfilled once logged. <br />TP locations were decided in the <br />2 <br />4 <br />0.0 - 1.0' To il: Dark brown, silty (pt, topsoil) <br />1.0 - 11.5' Sift; Red brown to gray, medium dense to <br />dense, massive, dry to damp <br />(ml, Transitional Beds - Qtb). <br />field based on existing conditions <br />and proposed improvements. <br />i <br />6 <br />8 <br />10 <br />" <br />` <br />11.0' slightly more massive, very dense, <br />slickensides on some tracture surfaces. <br />A"* <br />Total Depth = 11.5 feet. <br />PROJECT: Jones Residence <br />NUMBER:98-08-10 <br />DATE: 8/3/98 <br />E <br />