Supporting Documentation · Sep 11, 2024
Geotech Report 05 23 2023
b3dac8d953f488c5d4e48462dde1d92f2a870b256b262333c8fcc34272e4ab61Indexed text · page 24
Show all pagesSOR CONSULTING TEST PIT LOG TESTPITNO. TP-F2 ENGINEERS, INC. CLIENT : Garden Homes [ese +61 WATER LEVEL 8-0" PROJECT : ‘Stormwater Management System DATE Brar20%3 LOCATION : West Orange, New Jersey [JOB NO. FESET |REPORT NO. 23-0-17, ail DENSITY | MOISTURE GROUND SURFACE REMARKS FTopsoll/Vegetation 1 0-10" Firm Moist | Brown coarse to fine SAND, some, Silt, some coarse to fine Gravel 2 (Sandy Loam) 3 4 5 Permeability @ 5° K=2.32 in/hr (K3) 6 7 8 Wet Water Seepage @8' 8'-0"| 8 Brown coarse to fine SAND, litle Silt, some coarse to fine Gravel, w/ Rock Fragments (Loam) 10 ah) 12 13 14 Test Pit Completed at 13'-0" 15 16 17 18 19 20 EXCAVATOR : D. Willis Excavating EQUIPMENT ; Backhoe Case Extendhoe STL REPRESENTATIVE
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