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Supporting Documentation · Sep 11, 2024

Geotech Report 02 12 2024

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SOR CONSULTING TEST PIT LOG TESTPITNO. TP-26 ENGINEERS, INC. CLIENT: Garden Homes/ West Essex Highlands, Inc. [ese ar WATER LEVEL 56" PROJECT : ‘Stormwater Management System [DATE 1/15/2024 LOCATION : West Orange, New Jersey \JOB NO. 24-C-02 |REPORT NO. 24-C-02 DEPTH) pensity | MOISTURE GROUND SURFACE REMARKS FTopsollvegstation 1 oe Soft Moist Light Brown Clayey Silt ile coarse to fine Sand, litle coarse to fine Gravel 2 (Clay Loam) 3 2-6" Permeability @2' K=0.10in/hr (KO) 4 Reddish Brown coarse to fe Sand, some Clayey Sit, and coarse to fine Gravel Firm (Silt Loam) 5 6 Wet Bedrock at 5'-6" 7 Test Pit completed at 5'-6" 8 9 10 "1 12 13 14 15 16 7 18 19 20 EXCAVATOR : EQUIPMENT STL REPRESENTATIVE D.Willis Excavating Backhoe Maravegias|

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