Supporting Documentation · Sep 11, 2024
Geotech Report 02 12 2024
6bbd41c8e3db6f45970ebbcfcb6ded1ca671bbc514aa8dba81920331c009a775Indexed text · page 29
Show all pagesSOR CONSULTING TEST PIT LOG TESTPRINO. TP-16 ENGINEERS, INC. ° CLIENT : Garden Homes/West Essex Highlands, Inc. GSE +543" WATER LEVEL NE PROJECT = ‘Stormwater Management System DATE 77ier2024 LOCATION: ‘West Orange, New Jersey JOB NO. M602 |REPORT NO. 24-C-02 DEPTH) pensity | MOISTURE GROUND SURFACE REMARKS Topsoil/Vegetation 41 6" Firm Moist Light brown Clayey Silt, little coarse to fine Sand, little coarse to fine Gravel (Clay Loam) 2 3 Permeability @3' K=0.09in/hr (KO) Dense Reddish brown coarse to fine Sand, and Clayey Silt, some coarse 4 to fine Gravel (Silt Loam) 5 5-0" ‘Test Pit Completed at 5'-0" (Bedrock) 6 7 8 9 40 11 12 13 14 15 16 17 18 19 20 EXCAVATOR : D. Willis Excavating
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