Supporting Documentation · Sep 11, 2024
Geotech Report 02 12 2024
6bbd41c8e3db6f45970ebbcfcb6ded1ca671bbc514aa8dba81920331c009a775Indexed text · page 43
Show all pagesSOR CONSULTING TEST PIT LOG TESTPITNO. TP-30 ENGINEERS, IN! CLIENT: Garden Homes/ West Essex Highlands, Inc. ase wars WATER LEVEL NE PROJECT: Stormwater Management System DATE “8r2024 LOCATION: West Orange, New Jersey [JOB NO. PT |REPORT NO. 24-C-02 DEPTH) pensity | MOISTURE GROUND SURFACE REMARKS Topsoil/Vegetation 1 0-6" Soft Moist | Yellowish Brown Clayey Sit, ttle coarse to fine Sand, litle coarse to fine Gravel 2 (Clay Loam) 2-0" Reddish Brown coarse fo fine Sand, and Sif, some coarse to fine Gravel 3 (Silt Loam) Permeability @2° Bedrock at 3'-0" K=0.13 in/hr (KO) 4 Test Pit completed at 3-0" 5 6 7 8 9 10 abe 12 13 14 15 16 47 18 19 20 EXCAVATOR EQUIPMEN’ ‘STL REPRESENTATIVE : Willis Excavating Maravegias
File revisions (1)
- Sep 29, 2026
6bbd41c8e3db6,113,897 bytes