J_2024 05 09_West Orange Stormwater Management Plan

LOG OF TEST PIT S1 S2 SYMBOL 13 25 WATER LEVEL: 8' READING DATE: 12/11/02 DESCRIPTION DEPTH MOISTURE CONTENT (%) SAMPLES (1) DEPTH TEST PIT NO: 2 COMPLETION DATE: 12/11/02 SURFACE ELEVATION: +113 ft (t) JOB NUMBER: 5165-078*1 G 3" Crushed stone Red-brown fine to medium sand, some silt, little fine to coarse gravel (moist)(medium dense) ■ - grading to brown fine to coarse sand, some silt, little fine to coarse gravel (very molst)(medium dense to dense) - SM - 5- 5- " S3 40 - grading to little silt, with weathered basalt fragments (wet) (dense) 10- 10Test pit completed @ 9’ - Groundwater seepage * encountered @ 8' - 15- 15- NOTES FOR COLUMNS: 1. SAMPLE AT AVERAGE SAMPLING DEPTH SOIL DESCRIPTION MODIFIERS: TRACE 0-10% LITTLE 10-20% SOME 20-35% Typist/Date: pr/mh 12/02_______________ AND 0VER 35% r£j| MEUCK-TULLY AND ASSOCIATES, P.C. Geotechnical Engineers and Environmental Consultants Sheet: 1 of 1 PLATE: 38