Stormwater Management Report 4898 2292 85031

DRILL HOLE LOG BORING NO.: B-8 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 PROJECT NO.: ANV-6549 DATE: 8-19-2024 ELEVATION: N/A LOGGED BY: Krunal Parmar DEPTH TO WATER> INITIAL =: 8-9" AT COMPLETION © : ELEVATION/ | WELL | SOIL SYMBOLS, STANDARD PENETRATION TEST SAMPLERS — | USCS Description nm | DD CURVE DEPTH _| DETAIL] AND TEST DATA DEPTH N — |_10 0. ° 3- | FILL | Asphalt-9". 0-2" 16] 8- Fill material containing dark gray, r 5 greenish gray clayey silt, trace f/c ecekesel |_...._|. Sand, trace fine gravel, trace fragments} if (i = ISM/GM| \ of asphalt, moist, medium stiff. 2-4 25 > isla) 18 @ 10": Reddish brown silty f/c sand, r? a if - some f/c gravel, moist, slightly r ‘| ty u ‘compact. a ee r i ‘| 4- {|SM/GM| Reddish brown silty f/c sand, trace f/c 6 5 L ri = gravel, moist, medium dense. é ad 2 Reddish brown silty f/c sand, some f/e i" i i gravel, moist, very loose. ré = ny 2. |SMIGM] Dark gray, reddish brown, yellow silty ero | 5 ;* s| 3. fic sand, some f/c gravel, slightly wet, r i : f 40/ very loose. a f h 3 Spoon Refusal @ 7'-9" Hy : ‘ E| Augured down to 9 feet, ! a ;° Be = ISM/GM| Brown silty f/m sand, trace f/c gravel, 11" 6 He a 4 2- wet, loose. i : ° \ tte _ _ ¥ & |SP/GP| Dark brown f/c sand and fc gravel, 11-413) 19 Lae 13 trace silt, saturated, medium dense. \ 23 (* 25" ISM/GM) Reddish brown silty fic sand, some f/c 18-17" 44 gravel, wet, dense. 21- 15 Augured down. Augur Refusal @ 19-2". j- 18 [ “| Bnd ofboring 7 a. 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.