Supporting Documentation · Sep 11, 2024
Geotech Report 02 12 2024
6bbd41c8e3db6f45970ebbcfcb6ded1ca671bbc514aa8dba81920331c009a775Indexed text · page 26
Show all pagesSOR CONSULTING TEST PIT LOG TEST PIT NO. TP-13 ENGINEERS, INC. CLIENT : Garden Homes/West Essex Highlands, Inc. (ese wear WATER LEVEL TO PROJECT : ‘Stormwater Management System DATE Terz024 LOCATION: West Orange, New Jersey [JOB NO. A002 [REPORT NO. 24-C-02 el DENSITY | MOISTURE GROUND SURFACE REMARKS Topsoil/Vegetation 1 10" Firm Moist [Light brown Clayey Silt, litle coarse to fine Sand, little coarse to fine Gravel (Clay Loam) 2 3 3.0" Dense Reddish brown coarse to fine Sand, some Sill, some coarse 4 to fine Gravel (Loam) Permeability @5' 5 K=0.66irv/hr (K2) 6 7 Wet Water seepage @ 7'-0" 8 9 Test Pit Completed at 8-6" 10 an 2 13 4 15 16 7 18 19 20 EXCAVATOR : EQUIPMENT : STL REPRESENTATIVE D. Wilis Excavating Backhoe Maravegias
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