SHI Builders West Orange NJ Prelim GI SWM Report 1

10 As Asabove above,(GM) wet (GM) 10 9 Residual Soils 10.0-12.0 S-6 SS 24 -- 18 9 8 15 48 50/2 Gray coarse to fine gravel, trace coarse to fine sand, moist, very 15.0-15.6 15.0-15.7 S-7 SS 2 -- 50/2 -- -- dense (GP) Weathered Rock 20 27 50/2 As above (GP) 20.0-20.7 S-8 SS 2 -- 50/2 -- -- Boring B-1 encountered refusal at approximately 20.7 feet below the ground surface on apparent rock.

Boring No : B-2 BOREHOLE LOG 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: 617.6 feet Date Started: 05-06-2022 Depth El. Additional Depth El. Groundwater Data Groundwater Termination Depth: 9.8 feet Date Completed: 05-06-2022 (ft) (ft) Data (ft) (ft) Proposed Location: Proposed Building Logged by: M. Mickley While Drilling: NE - Drill/Test Method: HSA/SPT Contractor: Boring Brothers At Completion: NE - Hammer Type: Auto Rig Type: CME 55 Sample Information Blows per 6" Depth Strata DESCRIPTION OF MATERIALS Depth Rec RQD or drill time (ft) Remarks Number Type N (Classification) (Feet) (in) % (mm:ss)

(Classification) (Feet) (in) % (mm:ss) 12 inches topsoil 1 2 Surface Cover 0.0-2.0 S-1 SS 10 -- 5 Reddish brown coarse to fine sand, and silt, some coarse to fine 3 3 gravel, moist, loose (SM) As above (SM) 3 4 2.0-4.0 S-2 SS 16 -- 9 Alluvial Glacial 5 5 Deposits As above, medium dense (SM) 9 10 4.0-6.0 S-3 SS 4 -- 22 5 12 13 As above, very dense (SM) Reddish brown coarse to fine sand, and silt, wet, some coarse to 21 23 fine gravel, moist, medium dense (SM) 6.0-8.0 S-4 SS 14 -- 46 Residual Soils

0 S-4 SS 14 -- 46 Residual Soils Drilling mud 23 24 mixed at 8' Gray coarse to fine gravel, trace coarse to fine sand, moist, dense 12 12 (GP) Weathered 8.0-9.8 S-5 SS 4 -- 35 Rock As Above (GP) 23 50/4 10 Boring B-2 encountered refusal at approximately 9.8 feet below the ground surface on apparent rock. 15 20

Test Pit : TP-1 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: 623.3 feet Date Started: 05-09-2022 Depth El. Additional Depth El. Groundwater Data Groundwater Termination Depth: 6.3 feet Date Completed: 05-09-2022 (ft) (ft) Data (ft) (ft) Proposed Location: Proposed Building Logged by: J. Gomez First Encountered: NE 2.0 - 621.3 Contractor: Carroccia Company At Completion: NE 2.0 - 621.3 Rig Type: CX1606 Sample Information

621.3 Rig Type: CX1606 Sample Information Depth DESCRIPTION OF MATERIALS Depth ( FT ) Strata Remarks Number Type (Classification) (Feet) 0.0 - 1.0 1.2 SS BAG Surface Cover 14 inches - Topsoil Seepage at 16 inches 1.0 - 2.0 1.2 S-1 SS BAG Brown coarse to fine sand, some clay, little coarse to fine gravel, trace fine roots, moist (SC) 2.0 2.0 - 4.0 S-2 SS BAG Possible mottle at 3 feet Glacial Till 4.0 Yellow red, gray, and red sand, some silt, little coarse to fine gravel, moist (SM) wet (SM) 4.0 - 6.0 6.3 S-3 SS BAG 6.0

) 4.0 - 6.0 6.3 S-3 SS BAG 6.0 Refusal on apparent boulders within glacial Test Pit TP-1 encountered refusal at approximately 6.3 feet below the ground surface. deposits 6.0 - 10.0 SS 8.0 10.0 10.0 - 12.0 S-4 SS

Test Pit : TP-2 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: 620.4 feet Date Started: 05-09-2022 Depth El. Additional Depth El. Groundwater Data Groundwater Termination Depth: 12.0 feet Date Completed: 05-09-2022 (ft) (ft) Data (ft) (ft) Proposed Location: Proposed Building Logged by: J. Gomez First Encountered: 2.0 NE 618.4 -- Contractor: Carroccia Company At Completion: 2.0 NE 618.4 -- Rig Type: CX1606 Sample Information Depth

-- Rig Type: CX1606 Sample Information Depth DESCRIPTION OF MATERIALS Depth ( FT ) Strata Remarks Number Type (Classification) (Feet) 0.0 - 1.0 SS BAG Surface Cover 12 inches - Topsoil Seepage at 16 inches 1.0 - 2.0 S-1 SS BAG Brown clay, some coarse to fine gravel, trace fine roots, moist (CL) 1.2 - 2.0 S-1 SS 2.0 2.0 - 4.0 S-2 SS BAG Yellow red, gray, and red coarse to fine sand, some clay, some coarse to fine gravel, moist (SC) Possible mottle at 3 feet 4.0 4.0 - 6.0 S-3 SS BAG Red clay, little silt, little coarse to fine gravel, moist (CL) Glacial Till 6.0 Glacial Till 6.0 - 10.0 SS BAG 8.0 As above (CL) 10.0 Residual Soils 10.0 - 12.0 S-4 BAG

L) 10.0 Residual Soils 10.0 - 12.0 S-4 BAG SS Red As clay, (CL) above little silt, little coarse to fine gravel, moist (CL) Test Pit TP-2 encountered refusal at approximately 12.0 feet below the ground surface on apparent rock.