Supporting Documentation · Sep 11, 2024
Geotech Report 02 12 2024
6bbd41c8e3db6f45970ebbcfcb6ded1ca671bbc514aa8dba81920331c009a775Indexed text · page 48
Show all pagesSOR CONSULTING TEST PIT LOG TEST PIT NO. TP-35 ENGINEERS, INC. CLIENT: Garden Homes/ West Essex Highlands, Inc. ase ee [WATER LEVEL NE PROJECT: “Stormwater Management System DATE T2ra024 LOCATION: ‘West Orange, New Jersey GOBNO. PAOD [REPORT NO. 24-C-02 DEPTH] pensity | MoIsTURE GROUND SURFACE REMARKS FTopsoilNVegetation 1 0'-10"} Firm Moist Light Brown Clayey Sil, ttle coarse to fine Sand, itle coarse to fine Gravel 2 (Clay Loam) 3 4 Dense Reddish Brown coarset to fine Sand, some Clayey sil, tle coarse to fine Gravel (Loam) 5 6 Permeability @6' K=0.82 inv (K2) 7 8 9 Bedrock at 9'-0" 10 Test Pit completed at 9'-0" 411 12 13 14 15 16 17 18 19 20 EXCAVATOI EQUIPMENT STL REPRESENTATIVE : Wills Excavating Backhoe Maravegias
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