Stormwater Management Report 03302026

DRILL HOLE LOG BORING NO.: B-3 PROJECT: Proposed 1-story retail building PROJECT NO.: ANV-6549 CLIENT: Gomel 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 s AT COMPLETION s ELEVATION/ WELL SOIL SYMBOLS, STANDARD PENETRATION TEST SAMPLERS uscs Description NM DD CURVE DEPTH DETAIL AND TEST DATA DEPTH N 10 30 50 —0 6- FILL Asphalt-4". 0'-2' 14 s- 9- Fill material containing brown silty f/c sand and f/c gravel, trace silt, moist, slightly compact. 4- FILL Fill material containing dark gray, 2'-4' 7 3- 4- brown silt, trace f/c sand, little f/c —3 1 gravel, trace fragments of glass, plastic, slightly wet, soft. 1- FILL Fill material containing dark gray, 4'-6' 30 o- —6 i ~~l:t~~: 30

material containing dark gray, 4'-6' 30 o- —6 i ~~l:t~~: 30 _g brown silt, trace f/c sand, little f/m gravel, slightly wet. @ 5': Brown f/c sand, trace silt, some ~o- SP-SM ~f/c gravel, moist, medium dense. 6'-8' 19 i 12- 11;1• h ~• f i Brown f/c sand, trace silt, f/c ~aa`trt' 7- fragments of gray stone, some f/c ~I~hi~li•F~ i 7'ic t C 7 8 gravel, dry, medium dense. .~ •:!rt :). 14 SP/GP Reddish brown f/c sand and f/c gravel, 8'-9'2" 44/ r• •:. .~ 30- trace silt, moist, dense. —9 ~~.,~' :..:. _.. 14/ ,., Spoon Refusal @ 9'-2". s — \Augur Refusal @ 9'-5"____ _~__ End of boring. —12 — is — le — zl Note: Hole collapsed at 7'-2"for Groun d Water. This iaformation pertains only to thi boring and should aot be interpreted as being indicitive of the site. FIC1l1rP. PAC~F 1 ~f 1 ANS CONSULTANTS_ INC_