Geotech Report 05 23 2023

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-B1 ENGINEERS, INC. ° CLIENT : Garden Homes: GSE +545" WATER LEVEL 8.0" PROJECT: ‘Stormwater Management System DATE Baro023 LOCATION : West Orange, New Jersey JOB NO. 23-C-16 [REPORT NO. 23-0417 DEPTH! pensity | MOISTURE GROUND SURFACE REMARKS FFopsoilWVegetation 4 ‘teh Firm Moist Yellowish Brown medium to fine Sand, and Clayey Silt 2 (Sandy Clay Loam) 3 4 Basin Bottom +540" 4-0" —— ee ee ee ee 5 Dense Moist Brown coarse to fine Sand, some Silt, some coarse to fine Gravel, Cobbles (Loam) Permeability @6" K=1.12 in/hr (K2) 6 7 Water Seepage @ 8' 8 Wet 9 10 Ww 12 13 14 Test Pit Completed at 13'-0" 15 16 7 18 19 20 EXCAVATOR Willis Excavating EQUIPMENT Jackhoe Case Extendhoe STL REPRESENTATIVE : A.Sencar