Supporting Documentation · Sep 11, 2024
Geotech Report 04 19 2021
6901d4a540ff63c74d2c8a091c5acd81421e6be879d77bd5f453e4a5b3d5e1a3Indexed text · page 27
Show all pagesSOR CONSULTING ENGINEERS, INC. TEST BORING LOG BORING 7 CLIENT Garden Homes GSE +580" (#) PROJECT Proposed Residential Development DATUM Ground Surface LOCATION West Orange, New Jersey DATE START 4/1/21 GROUND WATER CAS. SAMP. CORE TUBE | DATE FINISH 4/1121 DATE TIME DEPTH CASING 4/1/21 NE DIA. 3 2°0D JOB NO. 21-C-01 wT. 140 Ibs REPORT NO. 21-C-12 FALL 30" SHEET NO. 1 of 4 opin, | casing ft | blows ‘sample typeino. ‘depth ‘sampler blows per 6" DESCRIPTION REMARKS 1 S41 2 0-2' Topsoil/Vegetation 7” Light brown clayey SILT 2'-0" S-2 S-3 46 S-4 67.5" 35 Brown coarse to fine Sand, some Silt, some coarse to fine Gravel Same Same 25 Test Boring Completed at 7'-6" (Refusal on Bedrock) S - SPLIT SPOON SAMPLER, U- UNDISTURBED SAMPLE C-CORE DRILLED DRILLING CONTRACTOR: — Environmental Technical Drilling, Inc. DRILLING EQUIPMENT: Geoprobe 7822DT SCE REPRESENTATIVE: Tim Maravegias
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