Supporting Documentation · Sep 11, 2024
Geotech Report 02 12 2024
6bbd41c8e3db6f45970ebbcfcb6ded1ca671bbc514aa8dba81920331c009a775Indexed text · page 14
Show all pagesSOR CONSULTING TEST PIT LOG TEST PIT NO. TP-1 ENGINEERS, INC. CLIENT: Garden Homes/West Essex Highlands, Inc. (ase Tee |WATER LEVEL 8-0" PROJECT: Stormwater Management System DATE 4119/2024 LOCATION ; West Orange, New Jersey [JOB NO. 24-C-02 IREPORT NO. 24-0 DEPTH) pensity | MOISTURE GROUND SURFACE REMARKS FTopsoiiVegetation 1 10" Medium Moist | Yellowish brown coarse to fine Sand, some Clayey Silt, 2 | Compact some coarse to fine Gravel (Silt Loarn) 3 4 ae Medium Dark yellowish brown coarse to fine Sand, and Silt, some coarse 8 | Compact Moist to fine Gravel, with cobbles (Loam) Permeability @6' K=0.26in/hr (K1) 6 7 Water Seepage @ 8° 8 9 Medium Compact Wet 10 ahs Test Pit Completed at 17'-6" 12 13 14 15 16 AT 18 19 20 EXCAVATOR : D. Willis Excavating EQUIPMENT : STL REPRESENTATIVI jackhoe ‘Sencar
File revisions (1)
- Sep 29, 2026
6bbd41c8e3db6,113,897 bytes