Supporting Documentation · Sep 11, 2024
Geotech Report 05 23 2023
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b3dac8d953f488c5d4e48462dde1d92f2a870b256b262333c8fcc34272e4ab61Indexed text · page 13
Show all pagesSOR CONSULTING TEST PIT LOG TESTIPIING TP-A1 ENGINEERS, INC. ° CLIENT: Garden Homes ase ra |WATER LEVEL TO" PROJECT: ‘Stormwater Management System DATE Bre2023 LOCATION: West Orange, New Jersey 708 NO. B16 |REPORT NO. 23-C-17 DEPTH) peNsiTY | MOISTURE GROUND SURFACE REMARKS FTopsoiiVegetation 1 0-8"| Firm Moist | Yellowish Brown Clayey SILT, some medium to fine Sand 2 (Clay Loam) 3 2.6" 4 Dense Moist Brown coarse to fine Sand, some Silt, and coarse to fine Gravel, Cobbles Basin Bottom +540' (Loam) aS peso 5 Permeability @5' K=1.39 in/hr (K2) 6 7 Wet Water Seepage @ 7" 8 9 10 1 12 13 14 Test Pit Completed at 137-0" 15 16 47 18 19 20 EXCAVATOR: Willis Excavating
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