Geotech Report 02 12 2024

SOR CONSULTING TEST PIT LOG TESTPITNO. TP-12 ENGINEERS, INC. CLIENT: Garden Homes/West Essex Highlands, Ine (ese Tear WATER LEVEL TO" PROJECT: ‘Stormwater Management System DATE Tiana TOCATION: West Orange, New Jersey 308 NO. ome |REPORT NO. 246-02 DEPTH) pensity | MOISTURE GROUND SURFACE REMARKS FFopsoilVegetation 1 é' Firm Moist [Light brown Clayey Sif litle coarse to fine Sand, litle coarse to fine Gravel (Sity Clay Loam) 2 26" 3 Dense Reddish brown coarse to fine Sand, litle Sit, and coarse to fine Gravel (Sandy Loar) 4 Permeability @5' 5 K=2.02in/hr (K2) 6 7 Wet Water seepage @ 7° 8 9 10 Test Pit Completed at 10'-0" ail 12 43 14 15 16 7 18 19 20 EXCAVATOR Willis Excavating EQUIPMEN’ ckNoe ‘STL REPRESENTATIVI