Laserfiche WebLink
Y Earth Solutions NW, LLC TEST PIT NUMBER TP-2 <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 47.91168 LONGITUDE -122.22728 <br /> LOGGED BY BCS CHECKED BY HTW GROUND WATER LEVEL: <br /> NOTES SZ AT TIME OF EXCAVATION <br /> SURFACE CONDITIONS Grass/Groundcover AFTER EXCAVATION <br /> w <br /> }� U <br /> = H LuLu U <br /> 2 <br /> w g TESTS Q O MATERIAL DESCRIPTION <br /> Uj <br /> ❑ 2 Z <br /> Q U <br /> U <br /> 0.0 <br /> TPSL 0.5 Dark brown TOPSOIL(Fill) <br /> Gray silty SAND, medium dense to dense, moist(Fill) <br /> SM <br /> scattered gravel,2-foot diameter boulder <br /> 2.0 <br /> ' <br /> Dark brown relic TOPSOIL <br /> 2.5 TPSL L i <br /> !U t,.J 3.0 <br /> Brown silty GRAVEL with sand, medium dense,wet <br /> MC= 18.3% ° ° <br /> Fines=31.2% [USDA Classification:very gravelly LOAM] <br /> o ° <br /> 5.0 <br /> -light iron oxide staining <br /> becomes gray,dense to very dense, moist,weakly cemented(unweathered till) <br /> MC-8'3% GM o ° <br /> Fines=31.2% [USDA Classification:very gravelly LOAM] <br /> N <br /> W 0 ° <br /> n <br /> 0 7.5 <br /> C7 <br /> o ° <br /> O <br /> J <br /> O <br /> Qo ° <br /> F <br /> ¢J MC=9.7% 9.0 <br /> Test pit terminated at 9.0 feet below existing grade. No groundwater encountered during <br /> 3: excavation. No caving observed. <br /> W <br /> a <br /> LIMITATIONS:Ground elevation(if listed)is approximate;the test location was not surveyed. <br /> w Coordinates are approximate and based on the WGS84 datum. Do not rely on this test log as a <br /> standalone document. Refer to the text of the geotechnical report for a complete understanding <br /> of subsurface conditions. <br /> x <br /> a <br /> c� <br /> a <br /> c� <br /> N <br /> N <br /> 00 <br /> J <br /> J <br /> W <br /> a <br /> x <br /> m <br /> J <br /> W <br /> Z <br /> W <br />