Supporting Documentation · Sep 11, 2024
Geotech Report 05 23 2023
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b3dac8d953f488c5d4e48462dde1d92f2a870b256b262333c8fcc34272e4ab61Indexed text · page 20
Show all pagesSOR CONSULTING TEST PIT LOG TESTPITNO. TP-D2 ENGINEERS, INC. ° CLIENT : Garden Homes: GSE +574" WATER LEVEL oo PROJECT: Stormwater Management System DATE wane [LOCATION : West Orange, New Jersey JOB NO. 230-16 IREPORT NO. 23-0-17, DEPTH! pensity | MOISTURE GROUND SURFACE REMARKS |Topsoil/Vegetation 41 1-0" Firm Moist _ [Dark Yellowish Brown coarse fo fine Sand, and Clayey Sif, lila coarse To fine 2 JGravel (Sandy Clay Loar) oot 3 Dense Moist | Brown coarse to fine SAND ttle Sit, some coarse to fine Gravel, Cobbles (Sandy Loam) 4 HDPE Bottom +570" 5 Permeabilty @4' K=2.64 in/hr (K3) 6 Wet 12 13 14 15 16 v7 Bedrock at 9° Test Pit Completed at 9'-0" Water Seepage @ 6'
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