J_2024 05 09_West Orange Stormwater Management Plan

LOG OF TEST PIT TEST PIT NO: 1 COMPLETION DATE: 9/11/03 SURFACE ELEVATION: +97 ft (±) JOB NUMBER: 5165-078MG WATER LEVEL: * READING DATE: 9/11/03 i. z O ui fci O 2 o CO 1 </> DESCRIPTION DEPTH DEPTH C/1 2 i6BTopsoii S1 S2 • S3 ■ S4 m FILL - Red-brown fine to medium sand, and silt, little fine to coarse gravel, with wood and asphalt fragments (very moist)(aense) 12.4 PROBABLE FILL - fted-brown clayey silt, some fine to medium sand, little fine gravel, with occasional cobbles (mottled)(moist)(stiff to very stiff) * 14.4 • 5- 5S5 S6 19.5 ML 10ML/SM • • Dark brown clayey silt, little fine to medium sand, little fine gravel, with roots and occasional cobbles (very moist)(very stiff) - Red-brown silt, some fine to medium sand, little fine to coarse gravel, with occasional cobbles (very moist)(very stiff) S7 10•. Test pit completed @ 11.5‘ ‘Groundwater not encountered Perched water seepage @ 4.5’ ■ 15- 15NOTES FOR COLUMNS: . 1. SAMPLE AT AVERAGE SAMPLING DEPTH SOIL DESCRIPTION MODIFIERS: TRACE 0 - 10% LTTTLE 10-20% SOME 20-35% Typist/Data: pr/mh 09/03 AND OVER 35% rr» MELICK-TULLY AND ASSOCIATES, P.C. [Sj/'j Geotechnical Engineers and Environmental Consultants Sheet: 1 of 1 PLATE: 3A