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*1 D N: 713235.8 E: 559248.1 WATER LEVEL: Not enc COMPLETION DATE: 4/14/11 BORING NO. SBH-1 SURFACE ELEVATION: +614 ft (±) z <o DESCRIPTION UJ i 1 i U) -2" Stone -ML. 51 1 2 552 53 1 0 - 54 55 56 5 1 2 3 3 10 10 14 16 16 23 20 11 20 17 19 17 16 16 24 35 36 37 '4iol?F FILL - Brownish gray clayey silt, some fine to medium sand (moist) Yellow-brown clayey silt, little fine to / \ medium sand (moist) 24 13.0 43 SC Red-brown fine to coarse sand, some silty clay, trace gravel (moist)(medium dense to dense) 5- 36 10- 40 15.9 - grading to and silty clay 51 100/1’ • auger refusal @ 13’ on possible cobbles and boulders, moved hole 5' south and augered to 17* with hollow-stem augers 15- 15- roller bit from 17' to 20' Highly weathered and fractured basalt 20- -auger refusal @ 20' 20- 50/0" Boring completed @ 20’ 25- 25- ‘Hand excavated to 3’ 30- 30- NOTES 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 Typist/Date: mrd/mh 5/11 Sheet: 1 of 1 PLATE: 3A