SHI Builders West Orange NJ Prelim GI SWM Report 1

Contractor: Carroccia Groundwater 3.7 616.7 (10YR 5/3 ) Brown iron depletions approximately 31 inches below the ground surface / Test Visual Observation Rig Type: CX16 OC Seasonal High Groundwater 2.6 617.8 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.

e No. Rupture (in) GRAVEL COBBLES STONES BOULDERS TOPSOIL SLIGHTLY CMN (20% 0-9 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 Brown SLIGHTLY MNY (>20% BAG

SLIGHTLY MNY (>20% BAG S-1 9-31 FLAGGY CLAY MOIST FRIABLE VERY PLASTIC CLEAR <2.5" WAVY FINE TO NONE 24 (7.5YR 4/4) STICKY MAX) TUBE T-1 15 35 20 0 PLATY MODERATE VERY FINE MEDIUM GRAVEL COBBLES STONES BOULDERS VERY Reddish Yellow CHANNERY AND SLIGHTLY CMN (20% MEDIUM BAG S-2 A < 0.2 iph 31-44 CLAY MOIST FRIABLE VERY PLASTIC CLEAR <2.5" WAVY FINE TO FEW 2% DISTINCT 36 (7.5YR 6/8) FLAGGY

VERY PLASTIC CLEAR <2.5" WAVY FINE TO FEW 2% DISTINCT 36 (7.5YR 6/8) FLAGGY STICKY MAX) 5MM-15MM TUBE T-2 B < 0.2 iph 15 35 20 0 PLATY MODERATE VERY FINE FINE GRAVEL COBBLES STONES BOULDERS VERY Reddish Yellow CHANNERY AND SLIGHTLY CMN (20% MEDIUM 44 - 47 CLAY WET FRIABLE VERY PLASTIC FINE TO FEW 2% DISTINCT (7.5YR 6/8) FLAGGY STICKY MAX) 5MM-15MM 15 35 20 0 PLATY MODERATE VERY FINE

15 35 20 0 PLATY MODERATE VERY FINE FINE Additional Remarks: Weathered rock and refusal encountered at 47 inches. Possible groundwater/seepage encountered at approximately 47 inches. Soil profile pit SPP-7 was terminated at approximately 3.9 feet below the ground surface on apparent weathered rock.

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