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EXCAVATION COMPANY: Pestell Excavating LOCATION: 47.98497118,-122.2181477 <br />EXCAVATING EQUIPMENT: Backhoe DATE COMPLETED: 3/16/17 <br />LOGGED BY: B. Salazar <br />m <br />U) <br />U <br />w <br />= <br />� <br />O <br />O <br />W <br />dco <br />o <br />U) <br />U <br />Z) <br />DESCRIPTION <br />0 <br />Loose to medium desne, concrete rubble <br />o <br />ranging from gravel to large cobble -size pieces <br />o <br />(8-nch by 10-inch pieces) , damp. <br />o <br />(RUBBLE LAYER) <br />Loose to medium dense, olive brown to gray, <br />slightly silty fine to medium SAND, moist. <br />(FILL) <br />SSIP <br />IP <br />5 <br />Medium dense, olive brown, clean fine to <br />SP medium SAND, moist to wet. <br />Test pit excavation terminated at an <br />approximate depth of 7 feet below the existing <br />ground surface. Groundwater was observed at <br />an approximmate depth of 7 feet below the <br />10 existing ground surface while conducting this <br />excavation at this location. <br />15 <br />0 <br />m z <br />w w <br />m ~ <br />Z O W <br />z w <br />D <br />a a Cn w <br />a a o � <br />U) U o <br />NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated <br />and therefore may not necessarily be indicative of other times and/or locations. <br />TEST PIT PHOTO <br />y <br />wF3. ,y <br />•. �' <br />$_ <br />e" a <br />.tea <br />I <br />Everett Terminal & Cold Storage LOG OF TEST PIT <br />1 <br />Port of Everett TP-3 <br />HmaosCIENCES INC. Everett, Washington PAGE: 1 of 1 <br />PROJECT NO.: FIGURE: A-4 <br />SMART TP 2015-104.GPJ 5122/17 <br />