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HB LOG <br />HB Designation HB-03 <br />1. PROJECT Everett College - Former Index Field <br />MP ENGINEERING <br />MP ENGINEERING <br />2. LOCATION Everett, Washington <br />3. EXCAVATION CONTRACTOR MP ENGINEERING <br />4. APPROXIMATE GROUND SURFACE ELEVATION 123' <br />5. OPERATOR <br />EQUIPMENT Hand Auger <br />6. LOCATION COORDINATES N 48.005726 W 122.202943 <br />7. DATE STARTED <br />DATE COMPLETED <br />8. COORDINATE SYSTEM HORIZONTAL VERTICAL <br />3/19/21 <br />3/19/21 <br />State Plane NAD83 NAVD88 <br />9. TOTAL DEPTH OF TEST PIT 8' <br />10. APPROXIMATE GROUND WATER ELEVATION 118.8' <br />11. LOGGER <br />JINTAE LEE, Engineer <br />12. TIME OF READING ATD <br />U <br />ELEV <br />(FT) <br />DEPTH <br />(ft) <br />a <br />SOIL DESCRIPTION <br />LAB <br />TESTING <br />SAMPLE <br />NO. <br />REMARKS <br />0 <br />c� <br />Topsoil <br />122.5 <br />--------------------- <br />Medium-dense, moist to wet, yellowish light brown, <br />gravelly, silty SAND (Fill) <br />1 <br />2 <br />3 <br />S-1 <br />WC = 18% <br />119.5 <br />:: <br />--------------------- <br />Medium -dense to dense, wet to saturated, yellowish <br />Fines = 13% <br />:.: <br />gray, gravelly, silty SAND (SM) <br />4 <br />Encountered groundwater at 4.2 ft below <br />ground surface <br />5 <br />6 <br />S-2 <br />WC = 24% <br />Fines = 26% <br />7 <br />115.0 1 <br />8 <br />BOTTOM OF TEST PIT AT 8.0 ft <br />SHEET 1 of 1 <br />