Geotech Report 02 12 2024

SOR CONSULTING ENGINEERS, INC. TEST PIT LOG TEST PIT NO. TP-3 CLIENT : Garden Homes/West Essex Highlands, Inc. [ese WATER LEVEL 7-0" PROJECT: Stormwater Management System LOCATION : West Orange, New Jersey DEPTH FT. DENSITY MOISTURE GROUND SURFACE. REMARKS a Firm Medium 5 Dense 10 4 Moist Moist Wet FTopsoll/Vegetation 12" Yellowish brown coarse to fine Sand, and Clayey Silt, little coarse to fine Gravel (Silt Loam) Reddish brown coarse to fine Sand, some Silt, some coarse to fine Gravel, cobbles (Sandy Loam) Permeability @3° K=0.15in/hr (KO) Permeability @5' K=1.43in/hr (K2) Water Seepage @ 7' 12 13 4 20 Test Pit Completed at 11-0" EXCAVATOR : D. Wilis Excavating EQUIPMENT : Backhoe: ‘STL REPRESENTATIVE : A Sencar