Supporting Documentation · Sep 11, 2024
Geotech Report 02 12 2024
6bbd41c8e3db6f45970ebbcfcb6ded1ca671bbc514aa8dba81920331c009a775Indexed text · page 22
Show all pagesSOR CONSULTING TEST PIT LOG TESTPITNO. TP-9 ENGINEERS, INC. |CLIENT : Garden Homes/West Essex Highlands, Inc. [GSE +552 [WATER LEVEL 9-0" PROJECT: ‘Stormwater Management System DATE 771572004 LOCATION : West Orange, New Jersey JOB NO. 24C-02 |REPORT NO. 24-C-02 DEPTH FT. DENSITY MOISTURE GROUND SURFACE REMARKS Topsoil/Vegetation 1 s" Firm Moist Light brown Clayey Silt, little coarse to fine Sand, little coarse to fine Gravel (Clay Loam) 2 Stiff 3 Dense Reddish brown coarse to fine Sand, and Clayey Silt, little coarse 4 to fine Gravel (Clay Loam) 5 6 Permeability @6' K=0,09in/hr (KO) 7 8 9 Wet Water Seepage @ 9° 10 Test Pit Completed at 10-0" 14 12 13 14 15 16 7 18 19 20 EXCAVATOR : D. Willis Excavating EQUIPMENT : 1ckhOe. STL REPRESENTATIVE : T. Maravegias
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