Stormwater Management Report 4898 2292 85031

DRILL HOLE LOG BORING NO.: B-1 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, SAMPLERS AND TEST DATA DEPTH DETAIL uscs Description NM STANDARD PENETRATION TEST DEPTH N CURVE DD ro FILL FILL Fill material containing very dark gray, brown silt, trace f/c gravel, trace| wood chip, moist, soft. Fill material containing brown, black silt, trace fine gravel, trace wooden chip, moist, medium stiff. @2'-7": Brown silt, trace f/c sand, ISM/GM ~|SP/GP| SP/GP Ayers Refusal @ 4'-3". some f/c gravel, moist, medium stiff, Brown silt, trace f/c sand, coarse gravel at tip of the spoon, moist, dense. Augured down to feet. Reddish brown and purple f/c sand and f/c gravel, trace silt, slightly moist, very dense. Spoon Refusal @ 7'-5". Augured down to 8 feet. Reddish brown fic sand and f/c gravel, trace silt, slightly moist, very dense. _ | ; [SP-SM Brown fc sand, trace silt, some f/m gravel, slightly moist. 18 baa Spoon Refusal @ 10'-8". \ Augur Refusal @ 11'-4". End of boring. 0:2" 21-4 13 4-43" | 50/ 6-7'5" 137 8'-10° 53 iam 10'-10'8" | 50/ 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.