Stormwater Management Report 4898 2292 85031

DRILL HOLE LOG BORING NO.: B-4 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 = PROJECT NO.: ANV-6549 DATE: 8-20-2024 ELEVATION: N/A LOGGED BY: Krunal Parmar AT COMPLETION ¥ : ELEVATION/ | WELL | SOIL SYMBOLS, SAMPLERS AND TEST DATA DEPTH DETAIL uscs Description NM DD STANDARD PENETRATION TEST DEPTH N CURVE ro n- | 7 2- FILL |GM-SM| ISM/GM| ISM/GM| Asphalt-4", Fill material containing grayish brown fc sand, trace silt, some f/c gray crushed stone, moist, loose. Ml | @ 6": Brown clayey silt, trace fc \sand, trace f/m gravel, slightly wet, ‘soft. ee Reddish brown silt, trace f/c sand, trace f/m gravel, moist, medium stiff. Augured down to 4 feet. Reddish brown silt, little f/c gravel, trace f/c sand, moist, dense. Spoon Refusal @ 5'-2". Augured down to 6 feet. Reddish brown silty f/c sand, little /c gravel, moist, very dense. Reddish brown silty f/c sand and f/c gravel, slightly wet to moist, very dense. SP/GP Reddish brown fc sand and ffc gravel, trace silt, moist, very dense. 15 f 18 21 \Spoon Refusal oO". \Augur Refusal @ 11'-2". End of boring. ot 0-2 2-4 15 4-512" 45/ $ 6-8 62 8'-10' 94 10'-10'9" | 52/ Hole collapsed at 4'-4" 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.