Supporting Documentation · Sep 11, 2024
Geotech Report 05 23 2023
b3dac8d953f488c5d4e48462dde1d92f2a870b256b262333c8fcc34272e4ab61Indexed text · page 21
Show all pagesSOR CONSULTING TEST PIT LOG TESTPITNO. TP-E1 ENGINEERS, INC. (CLIENT: Garden Homes ase 7500 WATER LEVEL 70" PROJECT: Stormwater Management System DATE B05 LOCATION : West Orange, New Jersey JOB NO. 23-C-16 |REPORT NO. 23-C-17 DEFTH] pensity | MOISTURE GROUND SURFACE REMARKS FTopsoiiNVegetation 1 oie Firm Moist | Yellowish Brown Clayey SILT, some medium to fine Sand, ttle coarse to fine Gravel 2 (Clay Loam) 3 2-6" 4 Dense Moist | Brown coarse to fine Sand, some Sil, ttle coarse to fine Gravel, Cobbles, HOPE Bottom +586" Boulders (Loam) are ery 5 Permeability @5' K=0.61 in/hr (K2) 6 7 Wet Water Seepage @ 7 8 9 10 W 12 413 Test Pit Completed at 12'-0' 14 16 16 47 18 19 20 STL REPRESENTATIVE : Willis Excavating jackhoe Case Extendh ‘Sencar
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