Supporting Documentation · Sep 11, 2024
Geotech Report 02 12 2024
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Show all pagesSOR CONSULTING TEST PIT LOG TESTPITNO. TP-18 ENGINEERS, INC. CLIENT : Garden Homes/West Essex Highlands, Inc. |GSE +547" WATER LEVEL 60" PROJECT: ‘Stormwater Management System DATE 7872024 LOCATION : West Orange, New Jersey JOB NO. 24-C-02 |REPORT NO. 24-C-02 DENSITY MOISTURE GROUND SURFACE REMARKS Topsoil/Vegetation 1 6" Firm Moist [Light brown Clayey Silt, litle coarse to fine Sand, little coarse to fine Gravel (Clay Loam) 2 3 3-0" Dense Reddish brown coarse to fine Sand, some Silt, some coarse Permeability @4' 4 {to fine Gravel (Loam) K=0.71in/hr (K2) 5 6 Wet Wet at bedrock at 6'-0" ‘Test Pit Completed at 6-0" (Bedrock) 7 8 9 10 W 12 13 14 15 16 7 18 19 20 EXCAVATOR : D. Willis Excavating EQUIPMENT : Backhoe STL REPRESENTATIVE :
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