Supporting Documentation · Sep 11, 2024
Geotech Report 04 19 2021
6901d4a540ff63c74d2c8a091c5acd81421e6be879d77bd5f453e4a5b3d5e1a3Indexed text · page 59
Show all pagesSOR CONSULTING ENGINEERS, INC. TEST PIT LOG TEST PIT NO. TP-24 CLIENT: Garden Homes GSE +546" (#) 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 FT. DENSITY MOISTURE DESCRIPTION REMARKS Soft Dense Moist Moist Topsoil/Veqetation 8” Light brown Clayey Silt, some coarse to fine Gravel, little coarse to fine sand (SILT LOAM) 5-6" Permeability @ 5.5’ Brown coarse to fine Sand, some Silt, some coarse to fine Gravel (LOAM) Bedrock at 8’ K=0.81 in/hr (K2) Test Pit Completed at 8'-0" EXCAVATOR: _D. Willis Excavating EQUIPMENT: _ Mini-Excavator SCE REPRESENTATIVE: _ Tim Maravegias
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