J_2024 05 09_West Orange Stormwater Management Plan

DRILLING COMPANY: GDI LOG OF BORINO DRILLER: Mike Granese DRILL RIG: Mobile B-59 MTA FIELD ENG. Kim Tully JOB NUMBER: 5165-243*1 D N: 712981.5 BORING NO. SBH-2 SURFACE ELEVATION: +613.5 ft {*) WATER LEVEL: 13* __ _____ 1' .1 ...... ....... COMPLETION DATE: 4/14/11 g $0 I DESCRIPTION Hi D i i 3 i i 3“ Asphalt over 8" stone FILL -Dark gray fine to coarse sand, some ysilt, trace fine gravel 51 17 552 53 10- 15- 12 | i 12 5 7 10 11 14 17 14 18 19 18 15 45 54 100/3" 55 4 56 4 57 12 58 3 23 ML 12 16.4 31 37 100/3" 12 33 10i 13.4 SC V Yellow-brown clayey silt,t, little fine to Vnedium sand (moist)(stif fmoist)( stiff) % Reddish brown silty clay, and fine to medium sand, trace fine gravel {moist){stiff « j ; Vto hard) Red-brown fine to coarse sand, and silty Vclay, trace fine gravel (moistXdgnse) A- Highly weathered sandstone (moist)(dense) 100/5" 100/5" 58. CL: /• FILL - Brown clayey silt, some fine to coarse (moist) sand ................ Highly weathered and decomposed basalt - (wet) @13* 88 100/3" 15- auger refusal ® 16'-3'' 20- 20- Boring completed @ 16-3" Groundwater encountered @13* 25- 25- "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: TRACE 0-10% LITTLE 10-20% SOME 20 - 35% AND OVER 35% MELICK-TULLY AND ASSOCIATES, P.C. Geotechnical Engineers and Environmental Consultants Typi3t/Date: mrd/mh 5/11 Sheet: 1 of 1 PLATE: 3B