Supporting Documentation · Sep 11, 2024
Geotech Report 05 23 2023
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Show all pagesSOR CONSULTING TEST PIT LOG TESTPITNO. TP-C1 ENGINEERS, INC. (CLIENT: Garden Homes [ese +556" WATER LEVEL +o" PROJECT : ‘Stormwater Management System DATE 5/6/2023 LOCATION : West Orange, New Jersey [JOB NO. 23-6-16 JREPORT NO. 23-C-17 DEPTH fT DENSITY | MOISTURE GROUND SURFACE REMARKS Topsoil/Vegetation 1 AO ara HDPE Bation 1557. Soft Wet —_| Dark Yellowish Brown Clayey SILT, some medium to fine Sand Permeability 2 (Clay Loam) <0.2inJhr. (KO) 3 4 40" Water Seepage at 4'-0” 5 Dense Wet —_| Brown coarse to fine Sand, some Silt, and coarse to fine Gravel (Loam) 6 Bedrock at 5-6" 5:6" Test Pit Completed at 5° 7 8 9 10 “ 12 13 4 15 16 17 18 19 20 ‘STL REPRESENTATIVE : ASencar
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