Geotech Report 02 12 2024

SOR CONSULTING TEST PIT LOG TEST PIT NO. TP-17 ENGINEERS, INC. (CLIENT : Garden Homes/West Essex Highlands, Inc. [ese cer [WATER LEVEL 56" PROJECT : Stormwater Management System DATE 8/2024 LOCATION = West Orange, New Jersey [0B NO. 246-02 [REPORT NO. 24-C-02 mer DENSITY | MOISTURE GROUND SURFACE REMARKS TopsoilWVegetation 4 6 Firm Moist [Light brown Clayey Sil, little coarse to fine Sand, little coarse to fine Gravel (Clay Loam) 2 3 Permeability @3° 3:0" K=0.09in/hr (KO) Dense Reddish brown coarse to fine Sand, and Clayey Silt, some coarse 4 to fine Gravel (Silt Loam) 5 Wet Wet at bedrock 6 Test Pit Completed at 5-6" (Bedrock) 7 8 9 10 Ww 12 13 14 15 16 7 18 19 20 EXCAVATOR EQUIPMEN’ ‘STL REPRESENTATIV! Wills Excavating jackhoe ‘Maravegias