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Earth Solutions <br /> • <br /> E i rth 1805-136th Place N.E.,Suite 201 TEST PIT NUMBER TP-1 <br /> 'Solution G' Bellevue,Washington 98005 PAGE 1 OF 1 <br /> 'VA411, Telephone: 425-449-4704 <br /> Fax: 425-449-4711 <br /> CLIENT Habitat for Humanity of Snohomish County PROJECT NAME Twin Creeks Village <br /> PROJECT NUMBER 5168 PROJECT LOCATION Everett,Washington <br /> DATE STARTED 3/29/17 COMPLETED 3/29/17 GROUND ELEVATION TEST PIT SIZE <br /> EXCAVATION CONTRACTOR NW Excavating GROUND WATER LEVELS: <br /> EXCAVATION METHOD AT TIME OF EXCAVATION LOGGED BY AZS CHECKED BY HTW AT END OF EXCAVATION -- <br /> NOTES Surface Conditions:wood chips AFTER EXCAVATION - <br /> w <br /> a TESTS U aQ 0 MATERIAL DESCRIPTION <br /> ov eL aJ <br /> QZ <br /> V) <br /> 0 <br /> + Brown silty SAND,medium dense,moist(Fill) <br /> MC=13.00% SM 4::*" <br /> > 01.0 <br /> 4.44.. Gray silty SAND,dense,moist(Fill) <br /> SM 4S'.. <br /> •:o 2.0 <br /> Brown silty SAND with gravel,medium dense,moist <br /> MC=21.20% -moderate groundwater seepage <br /> E _ Fines=38.10% [USDA Classification:gravelly fine sandy LOAM] <br /> -becomes gray,dense <br /> SM <br /> 5 MC=11.30% <br /> MC=18.70% T.4 <br /> Test pit terminated at 7.0 feet below existing grade. Groundwater seepage encountered at 3.0 <br /> feet during excavation. No caving observed. <br /> Bottom of test pit at 7.0 feet. <br /> 0 <br /> co <br /> z <br /> 0 <br /> a <br /> 0 <br /> d <br /> J <br /> - <br /> H <br /> m <br /> Ui <br /> gu <br />