Supporting Documentation · Sep 11, 2024
Geotech Report 02 12 2024
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Show all pagesSOR CONSULTING ENGINEERS, INC. TEST PIT LOG TESTPITNO. TP-38 CLIENT : Garden Homes/ West Essex Highlands, Inc. [ese +578" WATER LEVEL NE PROJECT : ‘Stormwater Management System DATE 1115/2024 LOCATION : West Orange, New Jersey [JOB NO. 24-602 REPORT NO. 240-02, DEPTH FT. DENSITY MOISTURE GROUND SURFACE REMARKS. Firm, 4 Dense 19 Moist Topsoil/Vegetation Light Brown Clayey Silt, litle coarse to fine Sand, litle coarse to fine Gravel (Clay Loam) 2-2" Reddish Brown coarse to fine Sand, and Silt, some coarse to fine Gravel (Loam) Bedrock at 5'-0" Test Pit completed at 5-0" Permeability @3' K=0.45 infhr (K1) EXCAVATOR : D. Wilis Excavating EQUIPMENT : Backhoo ‘STL REPRESENTATIVE : T. Maravegi
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