4320 THOMSON AVE 2023-08-10 - Laserfiche WebLink

M TP-1 SAMPLE DATA SOIL PROFILE GROUNDWATER E a E o a Excavation Method: Tracked Excavator z@ ` m B U >. 07 Ground Elevation (ft): —280 (�idar) s a a) m a m m c T !n U) Excavated By. Centennial/Noah Griffin o U) ad 0 to F C9 :) SMI Loose, dark brown, moist, silty, gravelly, OL SAND with organics and debris (Topsoil) 2 Groundwater not encountered. SM Medium dense, brown, moist, silty, SAND (Weathered Advance Outwash) SP Very dense, grey, slightly gravelly, SAND 4 (Advance Outwash) 6 Grades to finer texture with depth 8 10 Test Pit Completed 02/27/19 12 Total Depth of Test Pit = 10.0 ft. 14 TP-2 SAMPLE DATA SOIL PROFILE GROUNDWATER a� E Q. o E .00 Excavation Method: Tracked Excavator z 1 Z a w° m N o ':, <n —280 hdar Ground Elevation (ft): ( ) r a d E a E O t m to Excavated By: Centennial/Noah Griffin 0 SMI Loose, dark brown, moist, silty, gravelly, OL SAND with organics and debris (Topsoil) 2 Groundwater not encountered. SM Medium dense, brown, moist, silty, SAND (Weathered Advance Outwash) 4 SP Very dense, grey, slightly gravelly, SAND (Advance Outwash) 6 Grades to finer texture with depth 8 10 Test Pit Completed 02/27/19 12 Total Depth of Test Pit = 10.0 ft. 14 Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 3. Refer to "Soil Classification System and Key' figure for explanation of graphics and symbols. Proposed Residence - Figure j�►'r+T Geohazard Assessment Log of Test Pits �i ``++�r►► 4320 Thomson Avenue `t Everett, WA 98203