Supporting Documentation · Sep 11, 2024
Geotech Report 02 12 2024
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6bbd41c8e3db6f45970ebbcfcb6ded1ca671bbc514aa8dba81920331c009a775Indexed text · page 23
Show all pagesSOR CONSULTING TEST PIT LOG TESTPITNO. TP-10 ENGINEERS, INC. (CLIENT: Garden Homes/WWest Essex Highlands, Inc. ese wos |WATER LEVEL 50" PROJECT: ‘Stormwater Management System DATE Tisece LOCATION: West Orange, New Jersey OBNO. 2a00 [REPORT NO. 24-C-02 DEPTH! pensity | MOISTURE GROUND SURFACE REMARKS Fopsoil/Vegetation 1 a Firm Moist | Reddish brown coarse to fine Sand, and Clayey Sil, some coarse to fine Gravel (Silt Loam) 2 3 Permeability @3' K=0.42in/hr (K1) 4 5 Wet Wet at 5' ‘Test Pit Completed at 5-6" 6 Bed-rock at 5'-6" 7 8 9 10 W 42 13 14 15 16 47 18 19 20 EXCAVATOR : EQUIPMENT ‘STL REPRESENTATIVE D.Wilis Excavating jackhioe Maravegias:
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