Geotech Report 02 12 2024

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-28 ENGINEERS, INC. CLIENT: Garden Homes/ West Essex Highlands, ne ese oa WATER LEVEL 0" PROJECT: ‘Stormwater Management System DATE za7e024 TOCATION: West Orange, New Jersey [JOB NO. Mow |REPORT NO. 24-C-02 DEPTH] pensity | MOISTURE GROUND SURFACE REMARKS, Topsoil/Vegetation 1 1.0" Soft Moist 2 Light Brown Clayey Silt, little coarse to fine Sand, little coarse to fine Gravel (Clay Loam) 3 4 3:6" stir Reddish Brown coarse to fine Sand, and Clayey Silt, some medium to fine Gravel 5 (Silt Loam) Permeability @6" K=0.08in/hr (KO) 6 7 8 Wet Bedrock at 8'-0" 9 Test Pit Completed at 8'-0" 10 WwW 12 13 14 15 16 17 18 19 20 EXCAVATOR : EQUIPMENT STL REPRESENTATIVE D. Wills Excavating Backhoe Maravegias