J_2024 05 09_West Orange Stormwater Management Plan

DRILLING COMPANY: GDI LOG OF BORING DRILLER: Mike Granese DRILL RIG: Mobile B-59 MTA FIELD ENG. Kim Tully JOB NUMBER: 5165-243‘1D BORING NO. SBH-5 COMPLETION DATE: 4/14/11 t <0 cc e | s DESCRIPTION I CO l DEPTH (fL) $ £=> § 2 o SYMBOL SAMPLES DEPTH (fL) i I N; 712364.6 SURFACE ELEVATION: +601 ft (±) WATER LEVEL: T ^ ^6" Topsoil ★ S1 6 S2 7 S3 12 C/f 410Q 5- 10- S5 S6 12 12 15- 22 23 13 34 34 74 44 4 POSSIBLE FILL - Yellow-brown clayey silt, little fine to coarse sand (moist) | POSSIBLE FILL - Yellow-brown fine to coarse sand, and silty clay, trace gravel (moist)(loose) 21.5 21 14 44 45 5- 6 11 99 21.5 CL 18 21 19 22 “ 12.2 43 8 CL Light gray silty clay, little fine to medium Vsand (wetHstiff) LL = 30%. PL = 18% ^ Red-brown silty clay, and fine to coarse sand, trace gravel (wet)(very stiff to hard) Red-brown fine to medium sand, and silty clay, trace gravel (wet)(loose to medium dense) 15.0 S7 10 10 1 14 10 24 - * 15- SC 20- 10- - grading to fine to coarse sand, little silty clay, little gravel (wet)(medium dense) 20- Highly weathered basalt 25- S8 4 100/4" 25- 100/4" Boring completed @ 25'-4“ Groundwater encountered @ T - "Hand excavated to 3' 30- 30NOTES FOR COLUMNS: 1. SAMPLE AT AVERAGE SAMPLING DEPTH 2. INDICATES THE NUMBER OF BLOWS TO ADVANCE A 2* OD SAMPLER A DISTANCE OF 12 INCHES USING A 140 POUND WEIGHT FALLING 30 INCHES SOIL DESCRIPTION MODIFIERS: Typist/Date: mrd/mh 5/11 TRACE 0-10% LITTLE 10-20% SOME 20 - 35% AND OVER 35% Sheet 1 of 1 PLATE: 3E MELICK-TULLY AND ASSOCIATES, P.C. Geotechnical Engineers and Environmental Consultants