SHI Builders West Orange NJ Prelim GI SWM Report 1

IGHTLY MODERATELY MNY (>20% BAG S-1 A < 0.2 iph 14-24 SILTY CLAY LOAM MOIST FRIABLE CLEAR <2.5" WAVY FINE TO NONE 24 (7.5YR 4/4) STICKY PLASTIC MAX) TUBE T-1 B < 0.2 iph 25 20 15 5 PLATY MODERATE FINE MEDIUM GRAVEL COBBLES STONES BOULDERS Brown EXTREMELY SLIGHTLY SLIGHTLY MEDIUM 24-75 SILTY CLAY LOAM WET FRIABLE NONE CMN 2%-20% DISTINCT BAG 48 S-2 (7.5YR 4/4) GRAVELLY STICKY PLASTIC 5MM-15MM 35 15 5

IC 5MM-15MM 35 15 5 5 PLATY MODERATE FINE Additional Remarks: Soil profile pit SPP-1 encountered refusal at approximately 6.3 feet below the ground surface on apparent boulders.

Soil Profile Pit: SPP-2 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): 616.2 Date Started: 5/5/22 Depth El. Groundwater Data Groundwater Comments Termination Depth (ft): 11.7 Date Completed: 5/5/22 (ft) (ft) Proposed Location: SWM Logged by: J. Gomez Seepage 2.0 614.2 Excavation Contractor: Carroccia Groundwater 2.0

Contractor: Carroccia Groundwater 2.0 614.2 (10YR 5/3 ) Brown iron depletions approximately 17 inches below the ground surface / Test Visual Observation Rig Type: CX16 OC Seasonal High Groundwater 1.4 614.8 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.

Quantity Size Contrast Type No. Rupture (in) GRAVEL COBBLES STONES BOULDERS TOPSOIL SLIGHTLY CMN (20% 0-17 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 Dark Brown SLIGHTLY CMN (20% VERY FINE TO COARSE 17-24 CLAY MOIST

COARSE 17-24 CLAY MOIST FRIABLE VERY PLASTIC CLEAR <2.5" WAVY MNY >20% PROMINENT (7.5YR 3/4) STICKY MAX) MEDIUM >15MM 0 0 0 0 PLATY MODERATE FINE GRAVEL COBBLES STONES BOULDERS Dark Brown SLIGHTLY CMN (20% VERY FINE TO COARSE BAG S-1 A < 0.2 iph 24 - 32 CLAY WET FRIABLE VERY PLASTIC CLEAR <2.5" WAVY MNY >20% PROMINENT 24 (7.5YR 3/4) STICKY MAX) MEDIUM >15MM TUBE T-1 B < 0.2 iph 0 0 0 0 PLATY MODERATE FINE GRAVEL COBBLES STONES

0 0 0 PLATY MODERATE FINE GRAVEL COBBLES STONES BOULDERS S-2 Dark Brown GRAVELLY AND SLIGHTLY MODERATELY VERY FINE TO COARSE BAG 38 32-87 SILTY CLAY LOAM WET FRIABLE CLEAR <2.5" WAVY FEW (5% MAX) MNY >20% PROMINENT T-2 (7.5YR 3/4) CHANNERY STICKY PLASTIC FINE >15MM TUBE 54 15 15 5 0 PLATY MODERATE FINE S-3 GRAVEL COBBLES STONES BOULDERS VERY Dark Brown

VERY Dark Brown SLIGHTLY MODERATELY COARSE 87-140 GRAVELLY AND SILTY CLAY LOAM WET FRIABLE MNY >20% PROMINENT BAG 120 S-4 (7.5YR 3/4) STICKY PLASTIC >15MM CHANNERY 20 20 15 0 PLATY WEAK FINE Additional Remarks: Soil profile pit SPP-2 encountered refusal at approximately 11.7 feet below the ground surface on apparent weathered rock.

Soil Profile Pit: SPP-3 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): 615.0 Date Started: 5/5/22 Depth El. Groundwater Data Groundwater Comments Termination Depth (ft): 9.8 Date Completed: 5/5/22 (ft) (ft) Proposed Location: SWM Logged by: J. Gomez Seepage 9.6 605.4 Excavation Contractor: Carroccia Groundwater 9.6 605.4 / Test Visual Observation

Groundwater 9.6 605.4 / 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