Supporting Documentation · Sep 11, 2024
Geotech Report 02 12 2024
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6bbd41c8e3db6f45970ebbcfcb6ded1ca671bbc514aa8dba81920331c009a775Indexed text · page 33
Show all pagesSOR CONSULTING TEST PIT LOG TEST PIT NO. TP-20 ENGINEERS, INC. CLIENT : Garden Homes/ West Essex Highlands, Inc. GSE +545" WATER LEVEL oor PROJECT: ‘Stormwater Management System DATE "aaa LOCATION: West Orange, New Jersey JOB NO. 246-02 IREPORT NO. 24002 DEPTH) pensity | MOISTURE GROUND SURFACE REMARKS FTopsoilVegetation 1 _ Firm Moist | Yellowish Brown Clayey Sit, Iitle coarse to fine Sand, tle coarse to fine Gravel 2 (Clay Loam) 2-0" 3 Permeabilty @4’ K=0.69in/hr (K2) 4 Medium Moist Reddish Brown coarse to fine Sand, and Silt, litle coarse to fine Gravel Dense (Loam) 5 6 Wet [Bedrock at 6:0" 7 Test Pit Completed at 6-0" 8 9 40 W 12 13 4 15 16 47 18 19 20
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