SHI Builders West Orange NJ Prelim GI SWM Report 1

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.

Soil Profile Pit: SPP-9 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): 535.2 Date Started: 5/6/22 Depth El. Groundwater Data Groundwater Comments Termination Depth (ft): 5.9 Date Completed: 5/6/22 (ft) (ft) Proposed Location: SWM Logged by: J. Gomez Seepage NE - Excavation Contractor: Carroccia Groundwater NE - / Test Visual Observation

Groundwater NE - / Test Visual Observation Rig Type: CX16 OC Seasonal High Groundwater NE - 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)

(in) 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 VERY Very Dark Brown SLIGHTLY MODERATELY CMN (20% BAG S-1 12-28 VERY COBBLY SILTY CLAY LOAM MOIST FRIABLE CLEAR <2.5" WAVY

MOIST FRIABLE CLEAR <2.5" WAVY FINE TO NONE 24 (7.5YR 2.5/2) SUBANGULAR STICKY PLASTIC MAX) TUBE T-1 20 25 25 5 WEAK FINE MEDIUM BLOCKY GRAVEL COBBLES STONES BOULDERS Dark Brown SLIGHTLY SLIGHTLY 28-71 VERY COBBLY SILT LOAM MOIST FRIABLE NONE NONE BAG 48 S-2 (7.5YR 3/4) SUBANGULAR STICKY PLASTIC 20 25 35 10 WEAK MEDIUM BLOCKY Additional Remarks: Soil profile pit SPP-9 encountered refusal at approximately 5.9 feet below the ground surface on apparent cobbles/boulders.

Soil Profile Pit: SPP-10 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): 525.7 Date Started: 5/6/22 Depth El. Groundwater Data Groundwater Comments Termination Depth (ft): 4.0 Date Completed: 5/6/22 (ft) (ft) Proposed Location: SWM Logged by: J. Gomez Seepage NE - Excavation Contractor: Carroccia Groundwater NE - / Test Visual Observation

NE - / 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

BOULDERS TOPSOIL SLIGHTLY CMN (20% 0-13 Brown LOAM MOIST FRIABLE NONPLASTIC ABRUPT <1" SMOOTH MEDIUM NONE GRANNULAR/ STICKY MAX) (7.5YR 4/2) 5 0 0 0 WEAK FINE SPHERIODAL GRAVEL COBBLES STONES BOULDERS Dark Brown EXTREMELY SLIGHTLY SLIGHTLY CMN (20% VERY FINE BAG S-1 13-48 SILTY CLAY LOAM MOIST FRIABLE NONE 24 (7.5YR 3/4) COBBLY SUBANGULAR STICKY PLASTIC MAX) TO MEDIUM TUBE T-1 20 25 35 10 WEAK

TUBE T-1 20 25 35 10 WEAK FINE BLOCKY Additional Remarks: Soil profile pit SPP-10 encountered refusal at approximately four feet below the ground surface due to bedrock.

LABORATORY TEST RESULTS