Stormwater Management Report 4898 2292 85031

DRILL HOLE LOG BORING NO.: B-5/B-5A PROJECT: Proposed 1-story retail building CLIENT: Gomes Management LOCATION: 525 Northfield Avenue, West Orange, NJ DRILLER: JESUS, David & A. SHAH DRILL RIG: ACKER XLS DEPTH TO WATER> INITIAL =: AT COMPLETION = : PROJECT NO.: ANV-6549 DATE: 8-20-2024 ELEVATION: N/A LOGGED BY: Krunal Parmar ELEVATION’ | WELL | SOIL SYMBOLS, SAMPLERS | USCS Description NM DEPTH | DETAIL| AND TEST DATA STANDARD PENETRATION TEST DD DEPTH N CURVE ro 8- | FILL | Asphalt-3", Fill material containing reddish brown 15- silty f/m sand and f/c gravel, moist, 2 medium dense. Spoon refusal @ 1'-8" 1- | FILL | Augur refusal @ 1'-8" 2 Augured down to 2 feet. 19 Fill material containing dark brown k silty f/c sand, little f/c gravel, trace “suren fragments of asphalt, moist, loose. __| Reddish brown silty f/c sand, some f/ce gravel, moist, slightly compact. Augured down to 6 feet. ISM/GM|_ Reddish brown silt, little f/c sand, trace f/c gravel, moist, stiff. iSM/GM| Reddish brown silty f/c sand, some f/c gravel, moist, very dense. 26- ISM/GM| Reddish brown silty f/c sand, little fc gravel, moist, very dense. Spoon Refusal @ 11'-1". Augured down to 15 feet. j- 42 79/ ISM/GM| Reddish brown silty f/c sand, little f/m gravel, moist. Spoon Refusal @ 15'-3". Augur Refusal @ 19'-9", “| End of boring. 21 0. 0. 0'-1'8" 26 2-4 6 |< 4-6 15 6-8 19 ao | 55 Psy 10-11" | 93/ po) 15-15'3" | 78/ pre Augur refusal was encountered @ I'-8" at B-5 location, so the location was moved to B-5A location. (Please refer location plan). Hole collapsed at 9'-2" for Ground Water. This information pertains only to this boring and should not be interpreted as being indicitive of the site. Fiaure PAGF 1 of 1 ANS CONSULTANTS. INC.