Stormwater Management Report 4898 2292 85031

DRILL HOLE LOG BORING NO.: B-6 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 PROJECT NO.: ANV-6549 DATE: 8-20-2024 ELEVATION: N/A LOGGED BY: Krunal Parmar DEPTH TO WATER> INITIAL = =: 11'-1" AT COMPLETION = : ELEVATION/ | WELL | SOIL SYMBOLS, STANDARD PENETRATION TEST SAMPLERS uscs Description NM | DD CURVE DEPTH DETAIL | AND TEST DATA DEPTH N 4 ° s. ISP-SM| Reddish brown f/c sand, trace silt, 0-2" 21 y some f/c gravel, slightly moist, / r to medium dense. Z * Reddish brown silt, li 2-4! 8 L 5 3- f/c gravel, moist, soft, 3 = ISM/GM| Reddish brown silt, little f/c sand, little 4-6 6 - f/m gravel, moist, soft. 3 ré * ISM/GM| Reddish brown silty f/c sand, trace f/c -8 5 2- gravel, moist, very loose. Augured L 3 down to 8 feet. i" 2-_ |SM/GM) Reddish brown silty f/c sand and f/c 8-10" 13 iN ° o- gravel, moist, slightly compact. 7 a 38 ISM/GM|_ Reddish brown silty f/c sand and f/c 10-12" 28 gravel, f/c fragments of gray stone, 2 moist, medium dense. \ p32 Augured down to 15 feet. p35 22° ISM/GM|_ Reddish brown silty f/c sand, some f/c 15'-17" 52 tH 7 gravel, slightly wet to wet, very dense. 26- 23 Augured down to 20 feet. ;7 18 oa ISM/GM|_ Reddish brown silty fine sand, some f/ 20'-22' 47 ~ c gravel, moist, dense. 21 This information pertains only to this boring and should not be interpreted as being indicitive of the site. Fiaure PAGF 1 of 2 ANS CONSULTANTS. INC.