Stormwater Management Report Revised as of 01282026 4936 0314 8685 v2

DRILL HOLE LOG BORING NO.: B-6 PROJECT: Proposed 1-story retail building PROJECT NO.: ANV-6549 CLIENT: Gomes Management DATE: 8-20-2024 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 s 11'-1" AT COMPLETION ELEVATION/ WELL SOIL SYMBOLS, STANDARD PENETRATION TEST SAMPLERS USCS Description NM DD CURVE DEPTH DETAIL AND TEST DATA DEPTH N —o 10 30 50 6- SP-SM Reddish brown f/c sand, trace silt, 0'-2' 21 11- some f/c gravel, slightly moist, lo- medium dense. s ~_ — 2'-4' 8 s- SM/GM Reddish brown silt, little f/c sand, little 3- f/c gravel, moist, soft. —3 3 3- SM/GM Reddish brown silt, little f/c sand, little 4'-6' 6 l 2- 4- f/m gravel, moist, soft. 3 —6 4- SM/GM Reddish brown silty f/c sand, trace f/c 6'-8' 5 3- z- gravel, moist, very loose. Augured

eddish brown silty f/c sand, trace f/c 6'-8' 5 3- z- gravel, moist, very loose. Augured 3 down to 8 feet. 2- 4- 9- SM/GM Reddish brown silty f/c sand and f/c gravel, moist, slightly compact. 8'-10' 13 1 —9 il le- SM/GM Reddish brown silty f/c sand and f/c 10'-12' 28 16- gravel, f/c fragments of gray stone, 12- moist, medium dense. 9 —12 Augured down to 15 feet. 1 —15 22- SM/GM Reddish brown silty f/c sand, some f/c 15'-17' 52 26- gravel, slightly wet to wet, very dense. 26- 23 Augured down to 20 feet. — le zl- SM/GM 20'-22' 47 • Reddish brown silty fine sand, some f/ 23- c gravel, moist, dense. —21 This information pertains only to thi boring and should not be interpreted as being iadioitive of the site. FIC1l1rP. PAC~F 1 of ~ ANS CONSULTANTS_ INC_