Supporting Documentation · Sep 11, 2024
Geotech Report 04 19 2021
6901d4a540ff63c74d2c8a091c5acd81421e6be879d77bd5f453e4a5b3d5e1a3Indexed text · page 32
Show all pagesSOR CONSULTING ENGINEERS, INC. TEST BORING LOG BORING 12 CLIENT Garden Homes GSE +598" (+) PROJECT Proposed Residential Development DATUM Ground Surface LOCATION West Orange, New Jersey DATE START 3/31/21 GROUND WATER CAS. SAMP. CORE | TUBE DATE FINISH 3/31/21 DATE TIME DEPTH CASING TYPE FJ ss 3/31/21 NE DIA. ce 2°0D JOB NO. 21-C-01 140 Ibs REPORT NO. 21-C-12 30" SHEET NO. 1 off depth, | casing ft blows ‘sample typeino. depth ‘sampler blows per 6° DESCRIPTION REMARKS 1 2 S41 0-2" 4 Topsoil 4” 3 Brown Clayey SILT, little coarse to fine Sand 2-2" S-2 2-4" S-3 S-4 67.5 18 | Brown coarse to fine Sand, some Clayey Silt, little medium to fine Gravel 17 | Same 22 | 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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