Stormwater Management Report 4898 2292 85031

DRILL HOLE LOG BORING NO.: B-3 PROJECT: Proposed 1-story retail building CLIENT: Gomes Management LOCATION: 525 Northfield Avenue, West Orange, NJ DRILLER: JESUS, David & A. SHAH DRILL RIG: ACKER XLS DEPTH TO WATER> INITIAL = : AT COMPLETION * : PROJECT NO.: ANV-6549 DATE: 8-21-2024 ELEVATION: N/A LOGGED BY: Krunal Parmar ELEVATION/ | WELL SOIL SYMBOLS, STANDARD PENETRATION TEST. SAMPLERS | USCS Description NM | DD CURVE DEPTH _| DETAIL] AND TEST DATA DEPTH | N 6 [_ a) §- | FILL | Asphalt-4". 0-2" 4/1 [ 9- Fill material containing brown silty f/c| 7 sand and f/c gravel, trace silt, moist, L slightly compact. $c. | FILL | Fill material containing dark gray, 2-4 7 {4 4 brown silt, trace f/c sand, little f/c rs a gravel, trace fragments of glass, r plastic, slightly wet, soft. r 1- | FILL | Fill material containing dark gray, 4-6 30 L 30 brown silt, trace f/c sand, little fim -9 gravel, slightly wet. @5': Brown f/c sand, trace silt, some iSP-sM| Wc gravel, moist, medium dense. _| Brown f/c sand, trace silt, f/c fragments of gray stone, some f/c gravel, dry, medium dense. trace silt, moist, dense. __|. Spoon Refusal @ 9'-2". \Augur Refusal @ 9-5". End of boring. fF 12 f 15 f 18 21 6-8 19 + s-g2" | 44) . Note: Hole collapsed at 7'-2" for Ground Water. This information pertains only to this boring and should not be interpreted as being indicitive of the site. Fiaure PAGF 1 of 1 ANS CONSULTANTS. INC.