Supporting Documentation · Sep 11, 2024
Geotech Report 04 19 2021
6901d4a540ff63c74d2c8a091c5acd81421e6be879d77bd5f453e4a5b3d5e1a3Indexed text · page 54
Show all pagesSOR CONSULTING ENGINEERS, INC. TEST PIT LOG TEST PIT NO. TP-19 CLIENT: Garden Homes GSE +560" (#) WATER LEVEL = NE PROJECT: Proposed Residential Development DATE 3/29/2021 LOCATION: West Orange, New Jersey JOB NO. 21-C-01 REPORT NO. 21-C-12 DEPTH T. DENSITY MOISTURE DESCRIPTION REMARKS Soft Moist Brown, dark brown Clayey Silt, some coarse to fine Sand, some coarse to fine Gravel, occasional cobbles/boulders, asphalt pieces, concrete (Fill) Gray Silty Clay, trace coarse to fine Sand, cobbles/boulders, wood fraaments (Fill) Switched to mini-excavator due to slippery conditions on slope Test Pit Completed at 8’-0” (Limit of Excavations) EXCAVATOR: _D. Willis Excavating EQUIPMENT: _Mini-Excavator SCE REPRESENTATIVE: _ Tim Maravegias
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