Geotech Report 05 23 2023

SOR CONSULTING ENGINEERS, INC. TEST PIT LOG TESTPITNO. TP-G2 CLIENT? Garden Homes ase Te [WATER LEVEL NA PROJECT: Stormwater Management System DATE were023 LOCATION: West Orange, New Jersey GOBNO. BOT |REPORT NO. 23-0417. DEPTH) pensity | MOISTURE GROUND SURFACE REMARKS FTopsoilVegetation 4 0-8" Firm Moist | Yellowish Brown Clayey SILT 2 (Clay Loam) 3 4 ‘ect 5 Dense Moist [Brown coarse to fine Sand, and Silt, some coarse to fine Gravel, Cobbles (Loam) 6 7 8 Basin Bottom +530' Permeability @9° 10 K=0.74 in/hr (K2) 10'-0"| " Moist | Brown coarse to fine SAND, trace Silt, and coarse to fine Gravel (Sandy Loam) 12 13 14 15 16 7 Test Pit Completed at 16'-0" 18 19 20 ‘STL REPRESENTATIVE : A Sencar