Stormwater Management Report 03302026

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_

DRILL HOLE LOG BORING NO.: B-6 PROJECT: Proposed 1-story retail building PROJECT NO.: ANV-6549 ELEVATION/ WELL SOIL SYMBOLS, STANDARD PENETRATION TEST SAMPLERS USCS Description NM DD N C U R VE DEPTH DETAIL AND TEST DATA DEPTH 10 30 50 — 2i --~ ~d 8 z4- ~ d b 23 - IP ~ ~ q Au red down to 25 feet. _ I~ ~ ~ ~~q _ ~p~~~ f —24 ~~ q ~ d a ~~ ~~~ - 'p ~ ~~q 72- SM/GM Reddish brown and greenish gray silty 25'-25'6" 50/ ~ si/ ----} f/c sand, some f/c gravel, wet to slightly moist, very dense. ,Spoon Refusal ~a 25'-7". — 27 End of boring. — 30 — 33 — 36 — 39 — 42 — 4s FICIIIrP. PAC~F~nf~ ANS CONSULTANTS_ INC_

DRILL HOLE LOG BORING NO.: B-7 PROJECT: Proposed 1-story retail building PROJECT NO.: ANV-6549 CLIENT: Gomes Management DATE: 8-19-2024 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 10 30 50 —o 16- SM/GM Asphalt-2.5". 0'-2' 16 lo- Dark brown silty f/c sand, some f/c 6- gravel, moist, slightly compact. 7 9- SM/GM Reddish brown silty f/c sand and f/c 2'-4' 17 a- 9- gravel, moist, medium dense. —3 5 6- SM/GM Reddish brown silty f/c sand, some f/c 4'-6' 23 9- 14 gravel, moist, medium dense. Augured _~ donw to 6 feet. —6 6- SM/GM Brown silty f/c sand, some f/c gravel, 6'-8' 7 4- 3- black sign of mottling, moist, loose. 5 s- SM/GM Reddish

4- 3- black sign of mottling, moist, loose. 5 s- SM/GM Reddish brown silty f/c sand, little 8'-10' 10 4- 6- f/c gravel, moist, loose. —9 5 lo- SM/GM Dark brown silty f/c sand, some f/c 10'-12' 18 9- 9- gravel, moist to slightly moist, 17 medium dense. —12 Augur Refusal @ 14'-2". End of boring. — is —18 — 21 This information pertains only to thi boring and should sot be iaterpreted as being iadicitive of the site. FIC111rP. PAC~F 1 of 1 ANS CONSULTANTS_ INC_

DRILL HOLE LOG BORING NO.: B-8 PROJECT: Proposed 1-story retail building PROJECT NO.: ANV-6549 CLIENT: Gomes Management DATE: 8-19-2024 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 ~ 8'-9" AT COMPLETION z ELEVATION/ WELL SOIL SYMBOLS, STANDARD PENETRATION TEST SAMPLERS USCS Description NM DD CURVE DEPTH DETAIL AND TEST DATA DEPTH N —o 10 30 50 3- FILL Asphalt-9". 0'-2' 15 ~- s- Fill material containing dark gray, 5 greenish gray clayey silt, trace f/c sand, trace fine gravel, trace fragments SM/GM ~ of asphalt, moist, medium stiff. 2'-4' 25 ~ @ 10": Reddish brown silty f/c sand, —3 ;some f/c gravel, moist, slightly ;compact. 4- SM/GM Reddish brown silty f/c sand, trace f/c 4'-6' 5 1 3- 2- gravel, moist, medium dense. 2 Reddish brown silty f/c sand, some f/c gravel, moist, very loose. —6 2- SM/GM Dark

2 Reddish brown silty f/c sand, some f/c gravel, moist, very loose. —6 2- SM/GM Dark gray, reddish brown, yellow silty 6'-7'9" 5 • z- 3- f/c sand, some f/c gravel, slightly wet, 40/ very loose. 3 Spoon Refusal @ 7'-9" Augured down to 9 feet. —9 3- SM/GM Brown silty f/m sand, trace f/c gravel, 9'-11' 6 4- z- wet, loose. s 6- SP/GP Dark brown f/c sand and f/c gravel, 11'-13' 19 6- 13 trace silt, saturated, medium dense. —12 23 —15 26- SM/GM Reddish brown silty f/c sand, some f/c 15'-17' 44 23- gravel, wet, dense. 21- is Augured down. Augur Refusal @ 19'-2". — 1H End of boring. — 21 This information pertains only to thi boring and should not be interpreted as beiag iadioitive of the site. FI(711rP. PAC~F 1 ~f 1 ANS CONSULTANTS_ INC_

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