Supporting Documentation · Sep 11, 2024
Geotech Report 05 23 2023
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b3dac8d953f488c5d4e48462dde1d92f2a870b256b262333c8fcc34272e4ab61Indexed text · page 16
Show all pagesSOR CONSULTING TEST PIT LOG TESTPITNO. TP-B2 ENGINEERS, INC. CLIENT: Garden Homes ese ear WATER LEVEL 9.0" PROJECT: Stormwater Management System DATE waar LOCATION: West Orange, New Jersey OB NO. Bowe |REPORT NO. 23-CA7 DerT4| pensiry | moisTuRE GROUND SURFACE REMARKS. FFopsoilVegetation 4 1-0" 2 Firm Moist | Yellowish Brown Clayey SILT, some medium to fine Sand, tle medium to fine Gravel (Clay Loam) 3 4 5 5:0" 6 Dense Moist | Brown coarse to fine Sand, and Silt, some coarse to fine Gracel, Cobbles (Loam) 7 Basin Bottom +540 8 Permeability @7" K=0.89 in/hr (K2) 9 Wet Water Seepage @ 9' 1 12 13 7 18 19 20 Test Pit Completed at 15'-0"
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