Supporting Documentation · Sep 11, 2024
Geotech Report 02 12 2024
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Show all pagesSOR CONSULTING TEST PIT LOG TESTPITNO. TP-8 ENGINEERS, INC. CLIENT : Garden Homes/West Essex Highlands, Inc. GSE +550" WATER LEVEL 8-0" PROJECT: ‘Slormwater Management System DATE T5204 LOCATION: West Orange, New Jersey 08 NO. Doe |REPORT NO. 24C-02 DEPTH] pensity | MOISTURE GROUND SURFACE REMARKS FTopsoiliVegetation 41 10" Tight brown Clayey Silt, Title coarse fo fine Sand, Firm Moist little coarse to fine Gravel (Clayey Silt Loam) 2 20"| tif Gray to reddish brown Clayey SILT 3 (Clay Loam) 4 5 6 Dense Reddish brown coarse to fine Sand, and Silt, some coarse ito fine Gravel (Silt Loam) Permeability @7 7 K=0.17in/hr (KO) 8 Wet Water Seepage @ 8° 9 10 Test Pit Completed at 10'-0" Ww 12 13 14 15 16 47 18 19 20 EQUIPMENT : Backhoe STL REPRESENTATIVE :
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