Supporting Documentation · Sep 11, 2024
Geotech Report 04 04 2024
465649a260bcae4d26f68044e7c15bfec0454d9ddc50a156590e6c94111ece50Indexed text · page 17
Show all pagesSOR CONSULTING TEST PIT LOG TESTPITNO. TP-46 ENGINEERS, INC. CLIENT? Garden Homes/ West Essex Highlands, Ine fase Tae |WATER LEVEL 8.0" PROJECT: Stormwater Management System DATE EEE LOCATION : West Orange, New Jersey [0BNO, 240-02 |REPORT NO. 24-C-11 DEPTH) eNsiTy | MOISTURE GROUND SURFACE REMARKS Topsoil/Vegetation 1 aoa Soft Moist 2 Gray to Reddish Brown Clayey Silt, litle coarse to fine Sand, little coarse to fine Gravel (Clay Loam) 3 2-6" Light Brown Clayey Sit, litle coarse to fine Sand, Kluittle coarse to fine Gravel 4 (Clay Loam) 4.0" 5 Stiff Reddish Brown coarse to fine Sand, some Silt, and medium to fine Gravel (Sandy Loam) 6 Permeability @ 6 K=0.99 inhr (K2) 7 8 Wet | Bedrock at 80" 9 Test Pit Completed at 8'-0" 10 11 12 13 14 15 16 7 18 19 20 EXCAVATOR EQUIPMENT STL REPRESENTATIVE : Wills Excavating jackhoe T Marave
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