SHI Builders West Orange NJ Prelim GI SWM Report 1

Soil Profile Pit: SPP-8 SOIL PROFILE PIT LOG Page 1 of 1 Project: Proposed Residential Subdivision Project No.: 4266-99-001E Location: 2 & 10 Ridge Road, Township of West Orange, Essex County, New Jersey Client: SHI Builders Surface Elevation (ft): 571.1 Date Started: 5/5/22 Depth El. Groundwater Data Groundwater Comments Termination Depth (ft): 11.5 Date Completed: 5/5/22 (ft) (ft) Proposed Location: SWM Logged by: J. Gomez Seepage 9.0 562.1 Excavation Contractor: Carroccia Groundwater 9.0 562.1 / Test Visual Observation

Groundwater 9.0 562.1 / Test Visual Observation Rig Type: CX16 OC Method: STRUCTURE CONSISTENCY BOUNDARY MOTTLING SAMPLING WATER DEPTH (IN) COLOR SOIL TEXTURE COARSE FRAGMENTS (%) ROOTS LAB RESULTS CONTENT Resistance to Depth Shape Grade Size Stickiness Plasticity Distinctness Topography Quantity Size Contrast Type No. Rupture (in) GRAVEL COBBLES STONES BOULDERS TOPSOIL

GRAVEL COBBLES STONES BOULDERS TOPSOIL SLIGHTLY CMN (20% 0-12 Brown LOAM MOIST FRIABLE NONPLASTIC ABRUPT <1" SMOOTH MEDIUM NONE GRANNULAR/ STICKY MAX) (7.5YR 4/2) 0 0 0 0 WEAK FINE SPHERIODAL GRAVEL COBBLES STONES BOULDERS FILL SLIGHTLY MODERATELY MNY (>20% BAG S-1 12-24 Strong Brown SILTY CLAY LOAM MOIST FRIABLE CLEAR <2.5" WAVY FINE NONE 28 STICKY PLASTIC MAX) TUBE

STICKY PLASTIC MAX) TUBE T-1 (7.5YR 5/8) 35 50 15 0 PLATY MODERATE FINE GRAVEL COBBLES STONES BOULDERS VERY Reddish Brown SLIGHTLY SLIGHTLY CMN (20% BAG S-2 24-36 CHANNERY SILT LOAM MOIST FRIABLE CLEAR <2.5" WAVY FINE TO NONE 34 (5YR 4/4) STICKY PLASTIC MAX) TUBE T-2 25 15 5 0 PLATY MODERATE FINE MEDIUM GRAVEL COBBLES STONES BOULDERS Strong Brown SLIGHTLY

Strong Brown SLIGHTLY MODERATELY VERY 36-56 CHANNERY SILTY CLAY LOAM MOIST FRIABLE CLEAR <2.5" WAVY FEW (5% MAX) NONE BAG 54 S-3 (7.5YR 4/6) STICKY PLASTIC FINE 30 20 5 0 PLATY MODERATE VERY FINE GRAVEL COBBLES STONES BOULDERS Strong Brown CHANNERY AND SLIGHTLY MODERATELY 56-108 SILT LOAM MOIST FRIABLE CLEAR <2.5" WAVY NONE NONE (7.5YR 5/6) FLAGGY STICKY PLASTIC 25 30 25 0 PLATY MODERATE FINE GRAVEL COBBLES STONES BOULDERS Strong Brown CHANNERY AND SLIGHTLY

Strong Brown CHANNERY AND SLIGHTLY MODERATELY 108 - 138 SILT LOAM WET FRIABLE NONE NONE BAG 132 S-4 (7.5YR 5/6) FLAGGY STICKY PLASTIC 25 30 25 0 PLATY MODERATE FINE Additional Remarks: Half of pit was man-made brick (5 inches of brick, 7 inches of concrete fill) Soil profile pit SPP-8 encountered refusal at approximately 11.5 feet below the ground surface on apparent rock.