Stormwater Management Report 4898 2292 85031

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 © : ELEVATION/ | WELL | SOIL SYMBOLS, STANDARD PENETRATION TEST SAMPLERS uscs Description NM | DD CURVE DEPTH | DETAIL] AND TEST DATA DEPTH | _N - _ _| 4 0__50 i: [SM/GM) Asphalt-2.5". 0-2" 16 . Dark brown silty f/c sand, some f/c & gravel, moist, slightly compact. a ISM/GM!_ Reddish brown silty f/c sand and f/e 2.4 7 5 3 o- gravel, moist, medium dense. tT 5 § - |SM/GMI Reddish brown silty f/c sand, some f/c 4-6 23 P| L 14 gravel, moist, medium dense. Augured| -7 donw to 6 feet. rs & ISM/GM| Brown silty f/c sand, some fic gravel, 6-8 7 iti 3. black sign of mottling, moist, loose. b 5 5 ISM/GM| Reddish brown silty f/c sand, little 8-10" 10 | & é fic gravel, moist, loose. \ Lg § { r ie ISM/GM|_ Dark brown silty f/c sand, some f/c 10'-12" 18 q L o- gravel, moist to slightly moist, 17 medium dense. 12 Augur Refusal @ 14'-2". End of boring. pis 18 This information pertains only to this boring and should not be interpreted as being indicitive of the site. Fiqure PAGF 1 of 1 ANS CONSULTANTS. INC.