Supporting Documentation · Sep 11, 2024
Geotech Report 04 04 2024
465649a260bcae4d26f68044e7c15bfec0454d9ddc50a156590e6c94111ece50Indexed text · page 18
Show all pagesSOR CONSULTING TEST PIT LOG TESTPITNO. TP-47 ENGINEERS, INC. (CLIENT: Garden Homes/ West Essex Highlands, Inc (ase Tae IWATER LEVEL NE PROJECT: ‘Stormwater Management System DATE ween024 LOCATION: West Orange, New Jersey [GOB NO. Pra) |REPORT NO. 24-C-11 DerTH) pensiTy | MOISTURE GROUND SURFACE REMARKS TopsaillVegetation 1 13") Firm Moist Gray to Reddish Brown Clayey Silt, little coarse to fine Sand, little coarse to fine Gravel 2 (Clay Loam) 3 Light Brown Clayey Sil, little coarse to fine Sand, | (Sit Loam) Permeability @ 3 4 Dense K=0.11 in/hr (KO) 4-0" Reddish Brown coarse to fine Sand, some Sit, and coarse to fine Gravel 5 (Loam) Bedrock at 5'-0" 6 Test Pit completed at 5'-0" 7 8 9 10 11 12 13 14 15 16 17 18 19 20 EXCAVATOR Willis Excavating EQUIPMENT : Backhoe STL REPRESENTATIVE : T. Maravegias
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