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 2 <n e. X > S § i N: 712933.0 BORING NO. SBH-3 SURFACE ELEVATION: +606 ft (±) 2 <0 S (O | 4 O Ml p- 5<iQ24‘i 1 WATER LEVEL: Not enc COMPLETION DATE: 4/15/11 5 2 Ui DESCRIPTION -J o 3 § i i * i. CL * ill w Red-brown and yellow-brown silty clay, some fine to medium sand (moist) LL = 34%, PL = 20% • * S1 12 S2 18 S3 10 5- 10- S4 12 S5 12 67 11 10 8 10 10 11 12 12 10 10 69 18 11 1A Red-brown fine to coarse sand, and silty clay, trace fine gravel (very moist)(medium dense) 18 15- 0 22 18.5 SC 27 10- 33.6 - SM/ML - - Yellow-brown fine to medium sand, and clayey silt 24 15 21 S7 m 31 79 5• 20 13 13 S6 “ - with occasional layers of yellow-brown clayey silt, little fine to medium sand (wet)(stiff) LL = 47%, PL = 33% 15■ " t 4lU“ SS 12 21 24 54 30 46 20- Highly decomposed basalt (moist)(very dense) I ! 25S9 22 14 40 25- 106 66 100/4" Boring completed @ 26-10" 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 Groundwater not encountered • "Hand excavated to 3' 30- 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: 3C