Supporting Documentation · Sep 11, 2024
Geotech Report 02 12 2024
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6bbd41c8e3db6f45970ebbcfcb6ded1ca671bbc514aa8dba81920331c009a775Indexed text · page 45
Show all pagesSOR CONSULTING TEST PIT LOG TESTPITNO. TP-32 ENGINEERS, INC. CLIENT: Garden Homes/ West Essex Highlands, Inc. ase Teor WATER LEVEL NE PROJECT: ‘Stormwater Management System [DATE Tena LOCATION: West Orange, New Jersey 0B NO. PEST) [REPORT NO. 24-C-02 DEFTH| pensiry | MOISTURE GROUND SURFACE REMARKS FFopsoilVegetation 1 0-8" 2 Dense Moist | Reddish Brown coarse to fine Sand, litle Silt, and coarse to fine Gravel 3 (Loam) 4 5 6 Permeability @6' K=0.94 in/hr (K2) 7 8 9 10 ahs Test Pit completed at 10'-0" 12 13 14 15 16 7 18 19 20 EXCAVATOR : 0. Willis Excavating EQUIPMENT STL REPRESENTATIVE : Backhoe T Maravegias
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