Supporting Documentation · Sep 11, 2024
Geotech Report 04 19 2021
6901d4a540ff63c74d2c8a091c5acd81421e6be879d77bd5f453e4a5b3d5e1a3Indexed text · page 26
Show all pagesSOR CONSULTING TEST BORING LOG BORING 6 ENGINEERS, INC. CLIENT Garden Homes GSE +610' (+) 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. 3 2°0D JOB NO. 21-C-01 WT. 140 Ibs REPORT NO. 21-C-12 FALL 30" SHEET NO. 1of1 n fd a =a eer, ee DESCRIPTION REMARKS 4 Topsoil 6" 1 S-1 0-2 L'} 1 Brown Clayey SILT, little coarse to fine Sand 4 2 4 41 3 S-2 2-4 41 3 Same 2 4 8 12 62/9" | Same with Rock fragments 5 S-3 4-5" 50/3” Test Boring Completed at 5’-0" 6 (Refusal on Bedrock) @ 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 S - SPLIT SPOON SAMPLER U- UNDISTURBED SAMPLE C - CORE DRILLED DRILLING CONTRACTOR: _ Environmental Technical Drilling, Inc. DRILLING EQUIPMENT: Geoprobe 7822DT SCE REPRESENTATIVE: Tim Maravegias
File revisions (1)
- Sep 29, 2026
6901d4a540ff5,046,636 bytes