Supporting Documentation · Sep 11, 2024
Geotech Report 04 19 2021
6901d4a540ff63c74d2c8a091c5acd81421e6be879d77bd5f453e4a5b3d5e1a3Indexed text · page 62
Show all pagesSOR CONSULTING ENGINEERS, INC. TEST PIT LOG TEST PIT NO. TP-27 CLIENT: Garden Homes GSE +543" (+) WATER LEVEL NE PROJECT: Proposed Residential Development DATE 3/29/2021 LOCATION: West Orange, New Jersey JOB NO. 21-C-01 REPORT NO. 21-C-12 berT# | DENSITY. MOISTURE DESCRIPTION REMARKS Soft Moist 4 Dense Moist 41 12 Topsoil/Vegetation 8” Light brown Clayey Silt, litle medium to fine Sand, some coarse to fine Gravel, Clay lumps (CLAY LOAM) 3-0" Brown coarse to fine Sand, some Silt, some coarse to fine Gravel, occasional cobbles (LOAM) Bedrock at 13' Permeability @ 4° K=1.58 in/hr (K2) Test Pit Completed at 13'-0" EXCAVATOR: D. Willis Excavat ting EQUIPMENT: Mini-Excavator SCE REPRESENTATIVE: Tim Maravegias
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