Supporting Documentation · Sep 11, 2024
Geotech Report 04 19 2021
6901d4a540ff63c74d2c8a091c5acd81421e6be879d77bd5f453e4a5b3d5e1a3Indexed text · page 52
Show all pagesSOR CONSULTING TEST PIT LOG TEST ENGINEERS, INC. PIT NO. TP-17 CLIENT: Garden Homes. GSE +564’ (+) WATER LEVEL =NE PROJECT: — Proposed Residential Development DATE 3/26/2021 LOCATION: West Orange, New Jersey JOB NO. 21-C-01 REPORT NO. 21-C-12 itil DENSITY MOISTURE DESCRIPTION REMARKS Topsoil/Veqetation 12" 4 Soft Moist Yellow brown Clayey Silt, some medium to fine Sand 2 2-6" Boring moved due to boulders at surface 3 Medium Moist Brown coarse to fine sand, some Silt, some coarse to fine Gravel Dense 4 5 Pockets of Gray Clay @ 5'-6” 6 7 Bedrock at 7’ Test Pit Completed at 7'-0” 8 Ee 10 41 12 413 14 15 16 17 18 19 20 EXCAVATOR: _D. Willis Excavating EQUIPMENT: Backhoe SCE REPRESENTATIVE: Tim Maravegias
File revisions (1)
- Sep 29, 2026
6901d4a540ff5,046,636 bytes