Stormwater Management Report 4898 2292 85031

DRILL HOLE LOG BORING NO.: B-2/B-2A 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: 8-21-2024 ELEVATION: N/A LOGGED BY: Krunal Parmar DEPTH TO WATER> INITIAL = : AT COMPLETION ¥ : ELEVATION/ | WELL | SOIL SYMBOLS, STANDARD PENETRATION TEST SAMPLERS uscs Description NM | DD CURVE DEPTH DETAIL | AND TEST DATA P DEPTH N —o a” __ 4 050 1- 45" 444" 25 or FILL | Asphalt: 4.5". 0-11 y Fill material containing reddish brown 14- f/c sand, trace silt, some f/c gravel, L 29/ moist. | 4- | FILL | Spoon refusal @ 1'-11", ia Augur refusal @ 1'-11" r3 5 Augured down to 2 feet. Fill material containing brown silt, L 6- FILL | ttace fic sand, trace fine gravel, trace 10- fragments of concrete, moist, medium 15- stiff. 5 Fill material containing brown, black 4 silty f/c sand, trace f/c gravel, trace 7 ‘SP/GP \ fragments of asphalt, moist, medium 14 \dense. ie Reddish brown fic sand and f/c gravel, trace silt, moist, medium dense. a SP/GP! Reddish brown fic sand and fc gravel,| trace silt, moist, dense. 267 |SM/GM|" Reddish brown silty fc sand and ffc _| 3 gravel, trace silt, moist, very dense. Spoon Refusal @ 10'-9". \Augur Refusal @ 11'-4' [22 End of boring. 15 an ea 24 | 42 ae | 25 ‘ | | es | 21 * sso | 39 § 10-109" | 54/ S Augur refusal was encountered at I'-1]" at B-2 location, so the location was moved to B-2A. (Please refer location plan). Hole collaped at 7'-5" 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.