Supporting Documentation · Sep 11, 2024
Geotech Report 02 12 2024
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Show all pagesSOR CONSULTING TEST PIT LOG TESTPITNO. TP-15 ENGINEERS, INC. ‘CLIENT : Garden Homes/West Essex Highlands, Inc. |GSE +546" WATER LEVEL TL” PROJECT: ‘Stormwater Management System DATE "8/2024 LOCATION : West Orange, New Jersey OB NO. 246-02 |REPORT NO. 24-C-02 = DENSITY MOISTURE ‘GROUND SURFACE REMARKS |Topsoil/Vegetation i 6" Firm Moist Light brown Clayey Silt, little coarse to fine Sand, little coarse to fine Gravel (Clay Loam) 2 2-0" Reddish brown coarse to fine Sand, and Silt, some coarse 3 to fine Gravel (Loam) Dense 4 Permeability @5' K=0.62in/hr (K2) 5 6 7 Wet Water seepage @ 7-0" 8 Test Pit Completed at 6-0" (Bedrock) 9 10 Ww 12 13 14 15 16 7 18 19 20
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