Supporting Documentation · Sep 11, 2024
Geotech Report 05 23 2023
b3dac8d953f488c5d4e48462dde1d92f2a870b256b262333c8fcc34272e4ab61Indexed text · page 23
Show all pagesSOR CONSULTING ENGINEERS, INC. TEST PIT LOG TESTPITNO. TP-F1 CLIENT: Garden Homes ase wr WATER LEVEL oo" PROJECT: Slormwater Management System DATE wen02 LOCATION: West Orange, New Jersey 0B NO. Bote [REPORT NO. 230-17, perT4| pensity | moisture GROUND SURFACE REMARKS Fopsoll/Vegetation 1 10" Firm Moist 2 ‘Brown coarse to fine Sand, some Clayey Sil, litle coarse to fine Gravel (Sandy Clay Loam) 3 ich 4 Dense Moist [Brown coarse to fine SAND, litte Sit, litle coarse to fine Gravel, Cobbles, Boulders (Loam) 5 Permeability @6 K=1.85 intr (2) 6 7 8 Wet Water Seepage @8 8'-0" 9 |Brown coarse to fine SAND, little Silt, some coarse to fine Gravel, w/ Rock Fragments. (Sandy Loam) 10 hl 12 13 14 Test Pit Completed at 13'-0" 15 16 17 18 419 20 EXCAVATOR EQUIPMENT : Backhoe Case Extendhoe STL REPRESENTATIVE : A Sencar
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