Supporting Documentation · Sep 11, 2024
Geotech Report 04 19 2021
6901d4a540ff63c74d2c8a091c5acd81421e6be879d77bd5f453e4a5b3d5e1a3Indexed text · page 21
Show all pagesSOR CONSULTING ENGINEERS, INC. TEST BORING LOG BORING 1 CLIENT Garden Homes GSE +590' (£) PROJECT Proposed Residential Development DATUM Ground Surface LOCATION West Orange, New Jersey DATE START 9/31/21 GROUND WATER CAS. SAMP. CORE | TUBE | DATE FINISH 3/31/21 DATE TIME DEPTH CASING TYPE FJ ss 3/31/21 NE DIA. 3 2" 0D JOB NO. 21-C-01 WT. 140 Ibs REPORT NO. 21-C-12 FALL 30” SHEET NO. 1 of 1 depth, | casing | blows ‘sample typeino. depth Sampler blows per 6° DESCRIPTION REMARKS 1 S-1 2 0-2 WOH Topsoil/Vegetation 6” WOH 3 $2 S-3 4-6 10 83 Light brown Clayey SILT, some coarse to fine Sand Same Same with Rock fragments 25 Test Boring Completed at 6'-0" (Refusal on Bedrock) S - SPLIT SPOON SAMPLER U- UNDISTURBED SAMPLE - CORE DRILLED DRILLING CONTRACTOR: = Environmental Technical Drilling, Inc. DRILLING EQUIPMENT: Geoprobe 7822DT SCE REPRESENTATIVE: Tim Maravegias
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