Geotech Report 04 19 2021

SOR CONSULTING ENGINEERS, INC. TEST BORING LOG BORING 11 CLIENT Garden Homes GSE +610' (+) PROJECT Proposed Residential Development DATUM Ground Surface LOCATION West Orange, New Jersey DATE START 3/31/21 GROUND WATER CAS. SAMP. CORE | TUBE | DATE FINISH 3/31/21 DATE TIME DEPTH CASING TYPE FJ ss 3/31/21 7-0" ce 2’0D JOB NO. 21-C-01 140 Ibs. REPORT NO. 21-C-12 FALL 30” SHEET NO. 1 of 1 depin, | casing ft blows ‘sample typaino, depth DESCRIPTION REMARKS S41 0-2" Topsoil 4” S-2 Brown Clayey SILT, little coarse to fine Sand Same 3-0" S$-3 46 S-4 6-8" 10 8'-10" 11 S-6 10’-11" 24 28 16 70/10" Brown coarse to fine Sand, some Silt, some coarse to fine Gravel Same (wet) Same with CLAY pockets Same with Rock fragments 25 Test Boring Completed at 11'-0" (Refusal on Bedrock) S - SPLIT SPOON SAMPLER U - UNDISTURBED SAMPLE C - CORE DRILLED DRILLING CONTRACTOR: — Environmental Technical Drilling, Inc. DRILLING EQUIPMENT: Geoprobe 7822DT SCE REPRESENTATIVE: Tim Maravegias