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Supporting Documentation · Feb 1, 2023

SHI Builders West Orange NJ Prelim GI SWM Report 1

Preserved file SHA-25667e70905c0fc33366c9d231831bbdd78c0d474723d7080e3eb9d9737bf413675

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Page 32

Test Pit : TP-5 TEST PIT Page 1 of 1 Project: Proposed Residential Subdivision Proj. No.: 4266-99-001E Location: 2-10 Ridge Road, Township of West Orange, Essex County, NJ Client: SHI Builders Surface Elevation: 571.1 feet Date Started: 05-09-2022 Depth El. Additional Depth El. Groundwater Data Groundwater Termination Depth: 11.5 feet Date Completed: 05-09-2022 (ft) (ft) Data (ft) (ft) Proposed Location: Proposed Building Logged by: J. Gomez First Encountered: 6.0 565.1 Contractor: Carroccia Company At Completion: NE - Rig Type: CX1606 Sample Information Depth DESCRIPTION OF MATERIALS Depth ( FT ) Strata Remarks Number Type (Classification) (Feet)

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(Classification) (Feet) One half of pit on abandoned man- Surface Cover 7 inches - Topsoil, Brick, Concrete made brick path, other half of topsoil surface cover 0.0 - 2.0 SS BAG FILL Shale, Reddishfill,brown channers and and flagstones brown (FILL) channers, flagstones, and coarse to fine gravel, some coarse to fine sand, trace silt, Possibly reworked moist (FILL) on-site material 2.0 2.0 - 3.0 S-1 SS BAG Red silt, some fine sand, little clay, moist (ML) Glacial Till 3.0 - 4.0 S-2 SS BAG

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Red silt, some fine sand, little clay, moist (ML) Glacial Till 3.0 - 4.0 S-2 SS BAG Red silt, trace fine sand, some coarse to fine gravel, moist (ML) 4.0 4.0 - 6.0 S-3 SS BAG Yellow red, red, and gray silt, little clay, little coarse to fine sand, some channers, some flagstones, moist (ML) 6.0 6.0 - 8.5 SS BAG As above (ML) Weathered Residual Soils Rock 8.0 8.5 - 11.4 11.5 S-4 SS BAG 10.0 As above (ML) Test Pit TP-5 was terminated encountered at approximately refusal 11.5 feet at approximately 11.5below the ground feet below surface the ground on apparent surface rock. rock. on apparent

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