Stormwater Management Report 03302026

DRILL HOLE LOG BORING NO.: B-1 PROJECT: Proposed 1-story retail building PROJECT NO.: ANV-6549 CLIENT: Gomes Management DATE: 8-21-2024 LOCATION: 525 Northfield Avenue, West Orange, NJ ELEVATION: N/A DRILLER: JESUS, David & A. SHAH LOGGED BY: Krunal Parmar DRILL RIG: ACKER XLS DEPTH TO WATER> INITIAL AT COMPLETION s ELEVATION/ WELL SOIL SYMBOLS, STANDARD PENETRATION TEST SAMPLERS USCS Description NM DD CURVE DEPTH DETAIL AND TEST DATA DEPTH N —o 10 30 50 FILL 0'-2' 6 'J Fill material containing very dark gray, brown silt, trace f/c gravel, trace wood chip, moist, soft. FILL Fill material containing brown, black 2'-4' 13 silt, trace fine gravel, trace wooden -3 chip, moist, medium stiff. @ 2'-7": Brown silt, trace f/c sand, SM/GM 'some f/c ~ravel~ moist, medium stiff. 4'-4'3" 50/ Brown silt, trace f/c sand, coarse gravel at tip of the spoon, moist, dense.

c sand, coarse gravel at tip of the spoon, moist, dense. • 13 SP/GP Spoon Refusal @ 4'-3". -6 6'-7'5" 137 Augured down to 6 feet. Reddish brown and purple f/c sand and f/c gravel, trace silt, slightly SP/GP moist, very dense. Spoon Refusal @ 7'-5". 8'-10' 53 r - 9 Augured down to 8 feet. Reddish brown f/c sand and f/c gravel, trace silt, slightly moist, very dense. • SP-SM Brown f/c sand, trace silt, some f/m 10'-10'8" 50/ gravel, slightly moist. Spoon Refusal @ 10'-8". Augur Refusal @ 11'-4". — lz End of boring. —15 —18 —21 This information pertains only to this boring and should not be interpreted as being iadicitive of the site. FIrnIrP. PAC~F 1 ~f 1 ANS CONSULTANTS_ INC_