Laserfiche WebLink
SAMPLE DATA <br />iv <br />> <br />Z m <br />a <br />F <br />o m Z <br />ar <br />m <br />L <br />O <br />C <br />N E C <br />d <br />E <br />N <br />o <br />w in as <br />U) <br />F--5 <br />�--10 <br />�-15 <br />I— 20 <br />F- 25 <br />�- 30 <br />1= I d W=23 <br />GS <br />21WJ d I W=41 <br />3= d W=23 <br />4- <br />1Wd W = 46 <br />Test Pit Completed 03/09/17 <br />Total Depth of Test Pit = 9.0 ft. <br />TP-2 <br />SOIL PROFILE <br />Excavation Method: Tracked Excavator <br />rn <br />>, <br />Ground Elevation (ft): Not Determined <br />U <br />Cn <br />d <br />M <br />U) <br />U) <br />Logged By: SMG <br />SM <br />Brown, silty SAND with gravel, silt clumps, and <br />wood debris (medium dense, moist) <br />(FILL) <br />ML T Gray SILT with sand and organics (soft, moist) <br />------------------- <br />SP- Gray, fine to coarse SAND with silt clumps and <br />SM wood debris (medium dense, wet) <br />ML Gray SILT with sand (soft, moist to wet) <br />(ALLUVIUM) i <br />GROUNDWATER , <br />�] Moderate Seepage groundwater <br />seepage encountered at 5.0 ft. <br />35 <br />Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br />2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. <br />3. Refer to "Soil Classification System and Key" figure for explanation of graphics and symbols. <br />Riverside Business Park Figure <br />LANDAU Public Access Project Log of Test Pit TP-2 14 ASSOCIATES Everett, Washington /� A _5 <br />