PB 22 10 Altera 769 LLC Filed Application with Exhibits Final Site Plan Phase 2

Soil Profile Pit: SPP-3 SOIL PROFILE PIT LOG Page 1 of 1 Project: Proposed Site Improvements Project No.: 2530-99-006E Location: 790 Northfield Avenue, West Orange, New Jersey Client: Altera Development Company Surface Elevation (ft): 481.0 Date Started: 12/14/21 Depth El. Groundwater Data Groundwater Comments Termination Depth (ft): 10.0 Date Completed: 12/14/21 (ft) (ft) Proposed Location: SWM Logged by: J. Scardigno Seepage NE - Excavation Contractor: Neighbors Contracting Groundwater NE - / Test Visual Observation

Groundwater NE - / Test Visual Observation Bobcat E60 NE - Method: Rig Type: Seasonal High Groundwater STRUCTURE CONSISTENCY BOUNDARY MOTTLING SAMPLING COLOR WATER ROOTS DEPTH (IN) SOIL TEXTURE COARSE FRAGMENTS (%) LAB RESULTS CONTENT Resistance to Depth Shape Grade Size Stickiness Plasticity Distinctness Topography Quantity Size Contrast Type No. Rupture

Rupture (in) GRAVEL COBBLES STONES BOULDERS Dark Yellowish 0-12 Brown LOAM MOIST FRIABLE NONSTICKY NONPLASTIC CLEAR <2.5" SMOOTH FEW (5% MAX) FINE NONE (10YR 3/6) SUBANGULAR 0 0 0 0 WEAK FINE BLOCKY GRAVEL COBBLES STONES BOULDERS Dark Grayish BAG S-1 A < 0.06 iph 12-60 Brown SILTY CLAY LOAM MOIST FRIABLE NONSTICKY NONPLASTIC CLEAR <2.5" SMOOTH FEW (5% MAX) FINE NONE 50 40 SUBANGULAR TUBE T-1 B <0.06 iph (10YR 4/2)

TUBE T-1 B <0.06 iph (10YR 4/2) 0 0 0 0 WEAK FINE BLOCKY GRAVEL COBBLES STONES BOULDERS Dark Brown BAG S-2 60-120 GRAVELLY LOAMY SAND MOIST FRIABLE NONSTICKY NONPLASTIC NONE NONE 70 (7.5YR 3/4) SUBANGULAR TUBE T-2 15 0 0 0 MODERATE MEDIUM BLOCKY Additional Remarks: Topsoil encountered between zero and 12 inches. Fill encountered between 12 and 60 inches. Soil Profile Pit SPP-3 encountered refusal on apparent weathered rock at approximately ten feet below the ground surface.