Geotech Report 05 23 2023

BOR CONSULTING TEST PIT LOG TESTPITNO. TP-E2 ENGINEERS, INC. . CLIENT : Garden Homes IGSE +586" WATER LEVEL 9-0" PROJECT: ‘Stormwater Management System DATE wane LOCATION: West Orange, New Jersey JOB NO. Bowe |REPORT NO. 23-C-17 DEPTH) pensity | MOISTURE GROUND SURFACE REMARKS FTopsoilVegetation 1 0 — — HDPE Bottom +586 Firm Moist |Dark Yellowish Brown Clayey SILT, some medium to fine Sand, litle coarse to fine 2 Gravel (Clay Loam) Remove Clayey Soil and Replace with Permeable soil 3 3-0" 4 Dense Moist | Brown coarse to fine Sand, some Silt, some coarse to fine Gravel, Cobbles, Boulders (Loam) 5 6 7 Permeability @7' K=0.69 in/hr (K2) 8 9 Wet Water Seepage @ 9° 410 ahs 12 13 14 48 Test Pit Completed at 14-0" 16 47 18 19 20 EXCAVATOF Willis Excavating