J_2024 05 09_West Orange Stormwater Management Plan

.■ ■'* 1 ' ■: COMPLETION DATE: 12/11/02 JOB NUMBER: 5165-078MG 1 ‘ i i| i i i J DESCRIPTION 6rown fine to coarse gravel, some fine to coarse sand, trace silt (very moist)(dense) \ <• .• ’ • GM Gray-brown weathered/fractured basalt . ; 5- j • ■ * i 12 I ML >) S2 * 4|J Crushed stone Brown silt, little fine to medium sand, little fine to coarse gravel (moist)(very stiff) 10 S1 1• WATER LEVEL: 5‘ READING DATE: 12/11/02 § j ■ TEST PIT NO: 1 SURFACE ELEVATION: + 113 ft (±) SYMBOL SAMPLES (1) g h 3 h- LOG OF TEST PIT - refusal with CAT 416B backhoe @ 5’-3" 5- \ . Test pit completed @ 5'-3" • Groundwater seepage - encountered @ 5' I • j 10- 10- A I 15- 15NOTH•S 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 OVER 35% riTf MELICK-TULLY AND ASSOCIATES, P.C. Geotechnical Engineers and Environmental Consultants Sheet: 1 of 1 PLATE: 3A