Supporting Documentation · Sep 11, 2024
Geotech Report 02 12 2024
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Show all pagesSOR CONSULTING TEST PIT LOG TESTPITNO. = TP-7 ENGINEERS, INC. CLIENT: Garden Homes/WVest Essex Highlands, Ino. (ase = [WATER LEVEL 8-0" PROJECT: Stormwater Management System DATE 11512024 LOCATION : West Orange, New Jersey JOB NO. 24-C-02 REPORT NO. 240-02 DEPTH) pensity | MOISTURE GROUND SURFACE REMARKS TopsoilWVegetation 41 6" ight brown Clayey Sif, litle coarse to fine Sand, Firm Moist | iittle coarse to fine Gravel (Clayey Silt Loam) 2 204 Reddish brown coarse to fine Sand, and Clayey Sik, some coarse Medium to fine Gravel (Loam) a Dense 4 5 Permeability @6" K=0.27in/hr (K1) 6 7 Wet 8 Water seepage @ 8! 9 Test Pt Completed at 9-0" 10 WwW 12 13 14 15 16 47 18 19 20
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