Stormwater Management Report Revised as of 01282026 4936 0314 8685 v2

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_