Laserfiche WebLink
Y Earth Solutions NW, LLC TEST PIT NUMBER TP-6 <br /> 15365 N.E.90th Street,Suite 100 PAGE 1 OF 1 <br /> + im <br /> Redmond,Washington 98052 <br /> Telephone: 425-449-4704 <br /> Fax: 425-449-4711 <br /> PROJECT NUMBER ES-8528.01 PROJECT NAME Chelsea Heights <br /> DATE STARTED 4/15/22 COMPLETED 4/15/22 GROUND ELEVATION <br /> EXCAVATION CONTRACTOR NW Excavating LATITUDE 47.91221 LONGITUDE -122.22585 <br /> LOGGED BY BCS CHECKED BY HTW GROUND WATER LEVEL: <br /> NOTES SZ AT TIME OF EXCAVATION <br /> SURFACE CONDITIONS Lawn Grass AFTER EXCAVATION <br /> w <br /> }� U <br /> = H LuLu U <br /> 2 <br /> w g TESTS Uj Q O MATERIAL DESCRIPTION <br /> ❑ 2 Z <br /> Q U <br /> U <br /> 0.0 <br /> TPSL -. 5 Dark brown TOPSOIL <br /> 0. Brown silty SAND with gravel,dense, moist <br /> -becomes gray,very dense,weakly cemented(unweathered till) <br /> MC=6.2% <br /> Fines=23.0% [USDA Classification:very gravelly sandy LOAM] <br /> 2.5 <br /> light groundwater seepage <br /> SM <br /> 5.0 <br /> N <br /> N <br /> MC= 12.4% 7.0 <br /> Test pit terminated at 7.0 feet below existing grade. Groundwater seepage encountered at 2.5 <br /> feet during excavation. No caving observed. <br /> cD <br /> o LIMITATIONS:Ground elevation(if listed)is approximate;the test location was not surveyed. <br /> o Coordinates are approximate and based on the WGS84 datum. Do not rely on this test log as a <br /> a standalone document. Refer to the text of the geotechnical report for a complete understanding <br /> a of subsurface conditions. <br /> J <br /> W <br /> F <br /> Q <br /> J <br /> a <br /> Uj <br /> w <br /> U_ <br /> 2 <br /> a <br /> Q <br /> c� <br /> a <br /> c� <br /> N <br /> N <br /> of <br /> J <br /> J <br /> W <br /> a <br /> x <br /> m <br /> J <br /> W <br /> Z <br /> W <br />