Supporting Documentation · Sep 11, 2024
Geotech Report 02 12 2024
6bbd41c8e3db6f45970ebbcfcb6ded1ca671bbc514aa8dba81920331c009a775Indexed text · page 27
Show all pagesSOR CONSULTING TEST PIT LOG TESTPITNO. TP-14 ENGINEERS, INC. (CLIENT: Garden Homes/West Essex Highlands, Ine ese as WATER LEVEL 8-0" PROJECT: Stormwater Management System DATE “reo24 LOCATION: West Orange, New Jersey 305 NO. Too [REPORT NO. 24-C-02 per] pensiry | moisture GROUND SURFACE REMARKS FTopsoi/Vegetation 4 e' Firm Moist Tight brown Clayey Sif, litle coarse fo fine Sand, ittle coarse to fine Gravel (Clay Loar) 2 2-0" Reddish brown coarse to fine Sand, some Sif, some coarse 3 to fine Gravel (Loam) Dense 4 5 6 Permeability @6 K=0.82in/hr (K2) 7 Wet 8 Water seepage @8 9 Test Pa Completed al 8-6" (Bedrock) 10 ah 12 13 14 15 16 7 18 19 20 EXCAVATOR Willis Excavating EQUIPMENT : Backhoe ‘STL REPRESENTATIVE
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