Supporting Documentation · Sep 11, 2024
Geotech Report 02 12 2024
6bbd41c8e3db6f45970ebbcfcb6ded1ca671bbc514aa8dba81920331c009a775Indexed text · page 40
Show all pagesSOR CONSULTING TEST PIT LOG TESTPITNO. TP-27 ENGINEERS, INC. CLIENT: Garden Homes/ West Essex Highlands, Inc. ese a WATER LEVEL NE PROJECT: Stormwater Management System DATE 82006 LOCATION : ‘West Orange, New Jersey |JOB NO. 24-C-02 IREPORT NO. 24-C-02 DEPTH] pensity | MOISTURE GROUND SURFACE REMARKS Topsoil/Vegetation 41 12" Soft Moist Light Brown Clayey Sit, lie coarse to fine Sand, litle coarse to fine Gravel 2 (Clay Loam) 3 4 3.6" tif Reddish Brown coarse to fine Sand, and Clayey Silt, some medium to fine Gravel 5 (silt Loam) Permeability @5' K=0.09 inv (KO) 6 7 Bedrock at 66" Test Pit Completed at 6-6" 8 9 10 ah 12 13 14 15 16 47 18 19 20 EXCAVATOR EQUIPMENT STL REPRESENTATIVE : D.Willis Excavating jackhoe 7 Maravegias
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