Supporting Documentation · Sep 11, 2024
Geotech Report 02 12 2024
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6bbd41c8e3db6f45970ebbcfcb6ded1ca671bbc514aa8dba81920331c009a775Indexed text · page 37
Show all pagesSOR CONSULTING ENGINEERS, INC. TEST PIT LOG TESTPITNO. TP-24 CLIENT : Garden Homes/ West Essex Highlands, Inc. GSE +882" |WATER LEVEL 5-0" PROJECT: ‘Stormwater Management System DATE "23/2024 LOCATION: West Orange, New Jersey JOBNO. Pr [REPORT NO. 24-C-02 DEPTH) Density | MOISTURE GROUND SURFACE REMARKS FFopsoilVVegetation 4 a Soft Moist | Yellowish Brown coarse to fine Sand, and Clayey Silt, some coarse to fine Gravel 2 (Clay Loam) 3 Firm Permeability @2' K=0.20 invhr (K1) 4 5 Wet [Bedrock at 5'-0" 6 Test Pit completed at 5-0" 7 8 9 10 W 12 13 14 15 16 17 18 19 20 EXCAVATOR : D. Willis Excavating
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