SHI Builders West Orange NJ Prelim GI SWM Report 1

GRAVEL COBBLES STONES BOULDERS TOPSOIL SLIGHTLY CMN (20% 0-16 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 Reddish VERY SLIGHTLY MNY (>20% BAG S-1 A < 0.2 iph 16-34 Brown SILTY CLAY MOIST FRIABLE VERY PLASTIC CLEAR <2.5" WAVY FINE TO NONE 20 SUBANGULAR

FINE TO NONE 20 SUBANGULAR STICKY MAX) TUBE T-1 B < 0.2 iph (5YR 3/4) 5 0 0 0 STRONG VERY FINE MEDIUM BLOCKY GRAVEL COBBLES STONES BOULDERS VERY VERY Reddish Brown SLIGHTLY SLIGHTLY CMN (20% BAG S-2 34-92 GRAVELLY AND SILT LOAM MOIST FRIABLE CLEAR <2.5" WAVY FINE TO NONE 48 (5YR 4/4) STICKY PLASTIC MAX) TUBE T-2 CHANNERY 30 20 5 0 PLATY MODERATE FINE

TUBE T-2 CHANNERY 30 20 5 0 PLATY MODERATE FINE FINE GRAVEL COBBLES STONES BOULDERS Dark Reddish VERY SLIGHTLY MODERATELY 92-115 Brown SILTY CLAY LOAM MOIST FRIABLE CLEAR <2.5" WAVY NONE NONE BAG 115 S-4 CHANNERY STICKY PLASTIC (5YR 3/4) 30 25 10 0 PLATY MODERATE FINE GRAVEL COBBLES STONES BOULDERS Dark Reddish VERY SLIGHTLY MODERATELY 115-118 Brown SILTY CLAY LOAM WET FRIABLE CLEAR <2.5" WAVY NONE NONE CHANNERY STICKY PLASTIC (5YR 3/4) 30 25 10

STICKY PLASTIC (5YR 3/4) 30 25 10 0 PLATY MODERATE FINE Additional Remarks: Soil profile pit SPP-3 encountered refusal on at approximately 9.8 feet below the ground surface on apparent weathered rock

Soil Profile Pit: SPP-4 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): 621.6 Date Started: 5/6/22 Depth El. Groundwater Data Groundwater Comments Termination Depth (ft): 11.9 Date Completed: 5/6/22 (ft) (ft) Proposed Location: SWM Logged by: J. Gomez Seepage 5.6 616.0 Excavation Contractor: Carroccia Groundwater 5.6 616.0

Carroccia Groundwater 5.6 616.0 (10YR 5/3 ) Brown iron depletions approximately 60 inches below the ground surface / Test Visual Observation Rig Type: CX16 OC Seasonal High Groundwater 5.0 616.6 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

Rupture (in) GRAVEL COBBLES STONES BOULDERS TOPSOIL SLIGHTLY CMN (20% 0-7 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 Dark Brown GRAVELLY, SLIGHTLY MODERATELY MNY (>20% BAG S-1 7-29

SLIGHTLY MODERATELY MNY (>20% BAG S-1 7-29 SILT LOAM MOIST FRIABLE CLEAR <2.5" WAVY FINE TO NONE 26 (7.5YR 3/4) COBBLY, STONY STICKY PLASTIC MAX) TUBE T-1 25 20 15 5 PLATY MODERATE FINE MEDIUM GRAVEL COBBLES STONES BOULDERS Brown VERY SLIGHTLY BAG S-2 A < 0.2 iph 29-60 SILTY CLAY LOAM MOIST FRIABLE VERY PLASTIC CLEAR <2.5" WAVY NONE NONE 36 (7.5YR 4/4) GRAVELLY STICKY TUBE T-2 B < 0.2

STICKY TUBE T-2 B < 0.2 iph 30 20 15 0 PLATY MODERATE FINE GRAVEL COBBLES STONES BOULDERS Brown VERY SLIGHTLY MEDIUM 60 - 78 SILTY CLAY LOAM WET FRIABLE VERY PLASTIC CLEAR <2.5" WAVY NONE CMN 2%-20% DISTINCT (7.5YR 4/4) GRAVELLY STICKY 5MM-15MM 30 20 15 0 PLATY MODERATE FINE GRAVEL COBBLES STONES BOULDERS Brown VERY SLIGHTLY MEDIUM 78-196 SILTY CLAY LOAM WET FRIABLE VERY PLASTIC CLEAR <2.5" WAVY NONE CMN 2%-20% DISTINCT (7.5YR 4/4)

WET FRIABLE VERY PLASTIC CLEAR <2.5" WAVY NONE CMN 2%-20% DISTINCT (7.5YR 4/4) GRAVELLY STICKY 5MM-15MM 30 20 15 0 PLATY MODERATE FINE GRAVEL COBBLES STONES BOULDERS Dark Brown EXTREMELY SLIGHTLY MEDIUM 96-143 SILTY CLAY LOAM WET FRIABLE VERY PLASTIC NONE MNY >20% DISTINCT BAG 120 S-3 (7.5YR 3/4) GRAVELLY STICKY 5MM-15MM 35 15 10 5 PLATY MODERATE FINE Additional Remarks: Soil profile pit SPP-4 encountered refusal at approximately 11.9 feet below the ground surface on apparent weathered rock.