Geotechnical Engineering Report 12 10 2024 submission

621 621 *B-05 620 620 *B-06 Topsoil 619 4 619 *B-03 Topsoil 618 ML/CL 23 618 Topsoil ML 617 28

ML 617 28 6 617 SM 616 14 616 *B-01 615 12 34 SM 615 Asphalt 614 SM 20 614 8 613 23 19 CL/ML 613 Legend Key 612 18 30 612 Topsoil GC-GM 611 25

GC-GM 611 25 26 611 ML/CL 610 12 25 610 ML/CL ML 609 22 EOB @ 609 10.0 SM 608 22 SC-SM 608 CL/ML 607 607 50/4" AR @ 11.5 GC-GM 606 26

GC-GM 606 26 606 Asphalt 605 EOB @ 605 15.0 SC-SM 604 604 602.0 603 AR @ 12.0 603 0 42.1 99.5 155. 191. 08 07

07 3 3 Notes: Plastic Limit Water Content Liquid Limit WL (First Encountered) Fill X─────────⚫─────────△ GENERALIZED SUBSURFACE PROFILE 1- EOB: END OF BORING AR: AUGER REFUSAL SR: SAMPLER REFUSAL. [FINES CONTENT %] WL (Completion) Possible Fill A-A' 2- THE NUMBER BELOW THE STRIPS IS THE DISTANCE ALONG THE BASELINE. 3- SEE INDIVIDUAL BORING LOG AND GEOTECHNICAL INFORMATION. Mavis #2296 - West Orange, NJ 4- STANDARD PENETRATION TEST RESISTANCE (LEFT OF BORING) IN BLOWS PER FOOT (ASTM D1586). BOTTOM OF CASING WL (Seasonal High Water) Probable Fill Mavis Tire Supply, LLC LOSS OF 460 Prospect Avenue, West Orange, New Jersey, 07054 CIRCULATION WL (Stabilized) Rock

WL (Stabilized) Rock Project No: 44:2100 Date: 12/10/2024