Stormwater Management Report 03302026

DRILL HOLE LOG BORING NO.: B-2/B-2A 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 s AT COMPLETION ELEVATION/ WELL SOIL SYMBOLS, STANDARD PENETRATION TEST SAMPLERS uscs Description NM DD DEPTH N CURVE DEPTH DETAIL AND TEST DATA 10 30 50 —o 11- FILL Asphalt: 4.5". 0'-1'11" 25 11- Fill material containing reddish brown 14- f/c sand, trace silt, some f/c gravel, 29/ 5 moist. 4- FILL Spoon refusal @ 1'-11". 2'-4' 12 5- ~- Augur refusal @ 1'-11" —3 Augured down to 2 feet. s Fill material containing brown silt, trace f/c sand, trace fine gravel, trace 6- lo- ls-

trace f/c sand, trace fine gravel, trace 6- lo- ls- FILL fragments of concrete, moist, medium stiff. 4'-6' 25 1 s Fill material containing brown, black —6 silty f/c sand, trace f/c gravel, trace SP/GP fragments of asphalt, moist, medium 6'-8' 21 Odense. Reddish brown f/c sand and f/c gravel, trace silt, moist, medium dense. 17- SP/GP Reddish brown f/c sand and f/c gravel, 8'-10' 39 zl- —9 trace silt, moist, dense. 18- 33 26- SM/GM Reddish brown silty f/c sand and f/c 10'-10'9" 54/ 54/ 3 gravel, trace silt, moist, very dense. Spoon Refusal @ 10'-9". `Augur Refusal @ 11'-4". —12 End of boring. — is — 18 — zl Augu •refusal was encountered at 1'-11 ' at B-2 location, so the location was moved to B-2A. (Please refer location plan). Hole collaped at 7'-5"for Ground Wate This iaformatioa pertains only to thi boring and should not be iaterpreted as beiag indicitive of the site. FIC1l1rP. PAC~F 1 ~f 1 ANS CONSULTANTS_

a pertains only to thi boring and should not be iaterpreted as beiag indicitive of the site. FIC1l1rP. PAC~F 1 ~f 1 ANS CONSULTANTS_ INC_