Geotech Report 05 23 2023

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-A2 ENGINEERS, INC. CLIENT: Garden Homes [ese ra [WATER LEVEL T-0" PROJECT: Stormwater Management System DATE T1200, TOCATION: West Orange, New Jersey SOB NO. Bore REPORT NO. 23.647 DEPTH! ensity | MOISTURE GROUND SURFACE REMARKS TopsoilVegetation 1 0-8" Firm Moist Yellowish Brown Clayey SILT, some medium to fine Sand 2 (Clay Loam) 2-0" 3 4 Dense Moist | Brown coarse to fine Sand, some Silt, and coarse to fine Gravel, Cobbles Basin Bottom +540" (Loam) ee 5 Permeability @5' K=0.64 in/hr (K2) 6 7 Wet Water Seepage @ 7° 8 9 10 W 12 13 14 Test Pit Completed at 13'-0" 15 16 47 18 19 20 EXCAVATOR: Millis Excavating EQUIPMENT ‘STL REPRESENTATIVI