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LOG OP EXPLORATION <br /> DEPTH USC SOIL DESCRIPTION <br /> TEST PIT ONE <br /> 0,0`--0.6 SM Dark brown silty sand with organics and,roots lloose,.moist)(Topsoil) <br /> 0.6-2.0 SP Gray brown sand with trace silt and gravel(loose to medium dense,moist)(Flit) <br /> 2.0-2,2 SM Dark brown silty sand with organics and:roots(medium dense,moist)(Relic Topsoil) <br /> 22-3.0 SP Reddish brown fine to medium'sand with trace silt and gravel(medium dense,moist) <br /> (Weathered Glacial Outwash or Transitional Beds) <br /> 3,0-8.0 SP Gray sand to sand with trace silt and gravel(medium dense,moist)(Glacial Outwash or <br /> Transitional Beds) <br /> 8,0':-9,0 SP Gray fine to medium sand with trace silt interbedded with 1 inch layers of silt with trace sand <br /> (medium dense,wet)(Transitional Beds) <br /> 9.0-9.5' SP Gray sand with gravel and trace silt,some rust stained grains(dense,wed(Transitional <br /> Beds) <br /> 9.5 10.5 SM Gray silty sand with gravel interbedded with 1 inch layers of fine to medium sand with trace <br /> silt(medium dense,wet)(Transitional Beds) <br /> 1.0.5-11.5 ML/SP 3 to 4 inch layers of gray silt with trace sand interbedded with 1 inch layers of fine to medium <br /> sand with trace silt(stiff or dense,wet)(Transitional Beds) <br /> Samples were collected at 1.0,4.0,9.0,9.5, 10.0,and 11.0 feet <br /> Groundwater seepage was encountered at 9.0 feet <br /> Test pit caving was not encountered, <br /> Test pit was completed at 11,5 feet on 3/19/2018 <br /> TEST PIT TWO <br /> 0.0-:6.0 SM Brown silty sand with gravel and roots,abandoned sewer pipe at 4 feet(loose to medium <br /> dense,moist)(Fill) <br /> 6.0-8.0 SP Gray sand with gravel and trace silt(medium dense,moist)(Glacial Gunn/ash or <br /> Transitional Beds) <br /> 8.0-..9:0 ML Mottled reddish brown and gray silt to silt with trace sand(stiff,Moist to wet)(Transitional <br /> Beds). <br /> 9.0-12.0 SP/ML Gray sand with trace-silt and gravel grading to sand with silt and gravel interbedded with,1 to <br /> 3 inch layers of silt(dense,wet)(Transitional Beds) <br /> Samples were collected at 4.0,6.0,8.0,9.5,and 11.0 feet <br /> Groundwater seepage was encountered at 9.0 feet <br /> Test pit caving was not encountered <br /> Test pit was completed at 12.0 feet on 3/19/2019 <br /> ROBINSON NOBLE, INC. <br /> FILE NO 3279-001A <br /> FIGURE,4 <br />