Supporting Documentation · Sep 11, 2024
Geotech Report 04 19 2021
6901d4a540ff63c74d2c8a091c5acd81421e6be879d77bd5f453e4a5b3d5e1a3Indexed text · page 24
Show all pagesSOR CONSULTING ENGINEERS, INC. TEST BORING LOG BORING 4 CLIENT Garden Homes GSE +616' (+) PROJECT Proposed Residential Development DATUM Ground Surface LOCATION West Orange, New Jersey DATE START 3/30/21 GROUND WATER CAS. SAMP. CORE TUBE | DATE FINISH 3/30/21 DATE TIME DEPTH CASING TYPE FJ ss 3/30/21 NE DIA. s 2"0D JOB NO. 21-C-01 WT. 140 lbs REPORT NO. 21-C-12 FALL 30" SHEET NO. 1 of 1 ‘depth, | casing ft blows ‘depih ‘sampier blows per 6° DESCRIPTION REMARKS 1 0-2' Topsoil/Vegetation &” 2-4! $-3 13 51 Light brown Clayey SILT, little medium 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 C - CORE DRILLED DRILLING CONTRACTOR: _ Environmental Technical Drilling, Inc. DRILLING EQUIPMENT: Geoprobe 7822DT SCE REPRESENTATIVE: Tim Maravegias
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