J_2024 05 09_West Orange Stormwater Management Plan

EXCAVATING COMPANY: Heritage OPERATOR: Jeff Berking EXCAVATOR: Rubber tire hoe MTA FIELD ENG. Phil Pickering JOB NUMBER: 5165-243*1 D P 5 U g p H (/) r LOG OF TEST PIT TEST PIT NO. 2 SURFACE ELEVATION: +588 ft (±) (O N: 712422.8 E: 559185.8 WATER LEVEL: COMPLETION DATE: 4/14/11 DESCRIPTION I X '£ a 0-10 10-24 TOPSOIL - Dark grayish brown (10YR, 4/2) sandy clay loam, . weak medium crumb, wet, loose, abrupt wavy boundary, few \fine to medium roots________________________________________ Brown (10YR, 4/3) sandy clay loam, 5% gravel, moderate medium angular blocky, wet, friable, clear wavy boundary, few fine to medium roots, many coarse prominent brownish yellow (10YR, 6/8) mottles @ 18" to 24" \i - S1 524-132 Dark reddish brown (2.5YR, 3/4) sandy clay loam, 5% gravel, 10% cobbles, 5% boulders, moderate medium angular blocky, moist, friable to firm, few medium distinct gray (19YR, 6/1) mottles throughout / 5- 10- 10- 132-156 S2 156-168 Yellowish brown (10YR, 5/8) silty clay loam, moderate medium angular blocky, moist to wet, friable, common medium prominent gray (10YR, 6/1) and strong brown (7.5YR, 5/18) mottles Dark yellowish brown (10YR, 4/6) loamy sand/ sandy loam, v moderate medium granular (wet) 15- 15Test pit completed @14’ 'Moderate groundwater seepage encountered @ 13' 'Light groundwater seepage encountered @ 2’ 20- 20NOTES FOR COLUMNS: 1. SAMPLE AT AVERAGE SAMPLING DEPTH 2. INDICATES THE NUMBER OF 8LOWS 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-TULLYAND ASSOCIATES, P.C. Geotechnical Engineers and Environmental Consultants Typist/Date: mrd/mh 5/11 Sheet: 1 of 1 PLATE: 4B