Supporting Documentation · Sep 11, 2024
Geotech Report 04 04 2024
465649a260bcae4d26f68044e7c15bfec0454d9ddc50a156590e6c94111ece50Indexed text · page 12
Show all pagesSOR CONSULTING TEST PIT LOG TESTPITNO. TP-41 ENGINEERS, INC. CLIENT: Garden Homes/ West Essex Highlands, Inc (ase Ter WATER LEVEL 5-0" IPROJECT : Stormwater Management System DATE 3/28/2024 LOCATION: West Orange, New Jersey 0B. rT JREPORT NO. DEPTH) pensity | MOISTURE GROUND SURFACE REMARKS Topsoil/Vegetation 1 0-10") Soft Moist | Yellowish Brown coarse to fine Sand, and Clayey Silt, some coarse to fine Gravel 2 (Silt Loam) Permeability @ 2" 3 Firm Reddish Brown coarse to fine Sand, and Silt, little coarse to fine Gravel K=0.71 in/hr (K2) (Loam) 4 5 Wet [Bedrock at 50" 6 Test Pit completed at 5'-0" 7 a 9 10 11 42 13 14 15 16 7 18 19 20 EXCAVATOR : 0. Willis Excavating EQUIPMENT : Backhoe ‘STL REPRESENTATIVE : TM
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