Geotech Report 05 23 2023

SOR CONSULTING TEST PIT LOG TEST PITNO. TP-D1 ENGINEERS, INC. CLIENT : Garden Homes: GSE +5768! WATER LEVEL 10°-0" PROJECT: Stormwater Management System DATE B07 LOCATION : West Orange, New Jersey JOB NO. 23-C-16 |REPORT NO. 23-C-17 DEPTH pensity | MOISTURE GROUND SURFACE REMARKS Topsoil Vegetation 1 0-8" Firm Moist | Dark Yellowish Brown coarse to fine Sand, and Clayey Sit, litle coarse to fine 2 Gravel (Sandy Clay Loam) 3 Dense Moist | Brown coarse to fine Sand, some Silt, some coarse to fine Gravel, Cobbles (Loam) 4 5 6 7 8 nies BRE ROtom 3570", 9 Permability at 8" K=0.64 ine (K2). 10 Wet Water Seepage at 10° oh) 12 13 14 15 16 17 Test Pit Completed at 16-0" 18 19 20 EXCAVATOR : D. Wills Excavating EQUIPMENT : Backhoe Case Extendhos STL REPRESENTATIVE : A Sencar