Supporting Documentation · Feb 1, 2023
SHI Builders West Orange NJ Prelim GI SWM Report 1
67e70905c0fc33366c9d231831bbdd78c0d474723d7080e3eb9d9737bf413675Indexed text · page 42
Show all pagesSoil 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.
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- Sep 29, 2026
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