Geotech Report 04 19 2021

SOR CONSULTING ENGINEERS, INC. TEST PIT LOG TEST PIT NO. TP-12 CLIENT: Garden Homes GSE +606' (+) WATERLEVEL * PROJECT: Proposed Residential Development DATE 3/25/2021 LOCATION: West Orange, New Jersey JOB NO. 21-C-01 REPORT NO. 21-C-12 DTA] DENSITY | MOISTURE DESCRIPTION REMARKS Topsoil/Vegetation 8” 4 Soft Moist Brown Clayey SILT, some medium to fine Sand 2-0" 3 Medium Moist Dense 10 Pocket of CLAY at 10° 14 Bedrock at 11° Brown coarse to fine Sand, and Silt, some coarse to fine Gravel *Water seepage at 4’ Test Pit Completed at 11’-0" EXCAVATOR: _ D. Willis Excavating EQUIPMENT: SCE REPRESENTATIVE: Backhoe Tim Maravegias

SOR CONSULTING ENGINEERS, INC. TEST PIT LOG TEST PIT NO. TP-13 CLIENT: Garden Homes GSE +602’ (+) WATERLEVEL* PROJECT: Proposed Residential Development DATE 3/25/2021 LOCATION: West Orange, New Jersey JOB NO. 21-C-01 REPORT NO. 21-C-12 cE] DENSITY | MOISTURE DESCRIPTION REMARKS 4 Soft Moist Medium Moist 3 Dense Topsoil 8" Brown Clayey Silt, some coarse to fine Sand, little coarse to fine Gravel 2-0" Red brown coarse to fine Sand, and Silt, with cobbles/boulders “Water seepage at 6’ Bedrock at 9° Test Pit Completed at 9-0" EXCAVATOR: _D. Willis Excavating EQUIPMENT: Backhoe SCE REPRESENTATIVE: _ Tim Maravegias

SOR CONSULTING ENGINEERS, INC. TEST PIT LOG TEST PIT NO. TP-14 CLIENT: Garden Homes GSE +598" (+) WATER LEVEL NE PROJECT: Proposed Residential Development DATE 3/26/2021 LOCATION: West Orange, New Jersey JOB NO. 21-C-01 REPORT NO. 21-C-12 DEPTH DENSITY MOISTURE DESCRIPTION REMARKS Medium Dense Moist Topsoil/Vegetation 8” Brown coarse to fine Sand, some Silt, some coarse to fine Gravel, occasional cobbles/boulders (LOAM) Bedrock at 11" Permeability @ 4’ K=0.79 in/hr (K2) Test Pit Completed at 11’-0” EXCAVATOR: _D. Willis Excava' ting EQUIPMENT: Backhoe SCE REPRESENTATIVE: _ Tim Maravegias

SOR CONSULTING TEST PIT LOG TEST ENGINEERS, INC. PIT NO. TP-15 CLIENT: Garden Homes GSE +506" (#) WATERLEVEL* PROJECT: Proposed Residential Development DATE 3/26/2021 LOCATION: West Orange, New Jersey JOB NO. 2-C-01 REPORT NO. 21-C-12 DEPTH FT. DENSITY MOISTURE DESCRIPTION REMARKS Medium Dense Moist Topsoil/Vegetation 12" Brown coarse to fine Sand, some Silt, some coarse to fine Gravel, occasional cobbles/boulders (LOAM) Bedrock at 10° Permeability @ 3° K=1.5 invhr (K2) Water seepage at 9’ 19 20 Test Pit Completed at 10'-0” EXCAVATOR: _D. Willis Excavating EQUIPMENT: Backhoe SCE REPRESENTATIVE: _ Tim Maravegias

SOR CONSULTING ENGINEERS, INC. TEST PIT LOG TEST PIT NO. TP-16 CLIENT: Garden Homes GSE +580' (+) WATERLEVEL* PROJECT: Proposed Residential Development DATE 3/26/2021 LOCATION: West Orange, New Jersey JOB NO. 21-C-01 REPORT NO. 21-C-12 oePTH DENSITY MOISTURE DESCRIPTION REMARKS Medium 2 Dense Moist 12” Topsoil/Veaetation 12", boulders near surface Brown coarse to fine Sand, some Silt, some coarse to fine Gravel “Water seepage at 5’ Test Pit Completed at 11'-0" EXCAVATOR: _D. Willis Excavating EQUIPMENT: Backhoe SCE REPRESENTATIVE: _ Tim Maravegias

SOR CONSULTING TEST PIT LOG TEST ENGINEERS, INC. PIT NO. TP-17 CLIENT: Garden Homes. GSE +564’ (+) WATER LEVEL =NE PROJECT: — Proposed Residential Development DATE 3/26/2021 LOCATION: West Orange, New Jersey JOB NO. 21-C-01 REPORT NO. 21-C-12 itil DENSITY MOISTURE DESCRIPTION REMARKS Topsoil/Veqetation 12" 4 Soft Moist Yellow brown Clayey Silt, some medium to fine Sand 2 2-6" Boring moved due to boulders at surface 3 Medium Moist Brown coarse to fine sand, some Silt, some coarse to fine Gravel Dense 4 5 Pockets of Gray Clay @ 5'-6” 6 7 Bedrock at 7’ Test Pit Completed at 7'-0” 8 Ee 10 41 12 413 14 15 16 17 18 19 20 EXCAVATOR: _D. Willis Excavating EQUIPMENT: Backhoe SCE REPRESENTATIVE: Tim Maravegias

SOR CONSULTING TEST PIT LOG TEST ENGINEERS, INC. PIT NO. TP-18 CLIENT: Garden Homes GSE +563" (2) WATER LEVEL _NE PROJECT. Proposed Residential Development DATE 3/30/2021 LOCATION: West Orange, New Jersey JOB NO. 21-C-01 REPORT NO. 21-C-12 DEPTH FT. DENSITY MOISTURE DESCRIPTION REMARKS Soft Moist Topsoil/Veaetation 8” Light brown Clayey Silt, some coarse to fine Gravel, little coarse to fine Sand, occasional cobbles Bedrock at 3’ Test Pit Completed at 3'-0" EXCAVATOR: _D. Willis Excavat ting EQUIPMENT: _Mini-Excavator SCE REPRESENTATIVE: _ Tim Maravegias

SOR CONSULTING ENGINEERS, INC. TEST PIT LOG TEST PIT NO. TP-19 CLIENT: Garden Homes GSE +560" (#) WATER LEVEL = NE PROJECT: Proposed Residential Development DATE 3/29/2021 LOCATION: West Orange, New Jersey JOB NO. 21-C-01 REPORT NO. 21-C-12 DEPTH T. DENSITY MOISTURE DESCRIPTION REMARKS Soft Moist Brown, dark brown Clayey Silt, some coarse to fine Sand, some coarse to fine Gravel, occasional cobbles/boulders, asphalt pieces, concrete (Fill) Gray Silty Clay, trace coarse to fine Sand, cobbles/boulders, wood fraaments (Fill) Switched to mini-excavator due to slippery conditions on slope Test Pit Completed at 8’-0” (Limit of Excavations) EXCAVATOR: _D. Willis Excavating EQUIPMENT: _Mini-Excavator SCE REPRESENTATIVE: _ Tim Maravegias

SOR CONSULTING ENGINEERS, INC. TEST PIT LOG TEST PIT NO. TP-20 CLIENT: Garden Homes GSE +532 (2) WATER LEVEL = NE PROJECT: Proposed Residential Development DATE 3/29/2021 LOCATION: West Orange, New Jersey JOB NO. 21-C-01 REPORT NO. 21-C-12 DEPTH FT. DENSITY MOISTURE DESCRIPTION REMARKS 10 41 Moist Topsoil/vegetation 6” Brown coarse to fine Sand, some Silt, some coarse to fine Gravel (Fill) Red brown coarse to fine SAND, some coarse to fine Gravel (Fill) Test Pit Completed at 13'-0" EXCAVATOR: _D. Willis Excavating EQUIPMENT: Mini-Excavator SCE REPRESENTATIVE: Tim Maravegias

SOR CONSULTING TEST PIT LOG TEST ENGINEERS, INC. PIT NO. TP-21 CLIENT: Garden Homes GSE +558’ (+) WATER LEVEL = NE PROJECT: Proposed Residential Development DATE 3/26/2021 LOCATION: West Orange, New Jersey JOB NO. 21-C-01 REPORT NO. 21-C-12 DEPTH | DENSITY MOISTURE DESCRIPTION REMARKS 1 Soft Moist Topsoil/Vegetation 6" Brown coarse to fine Sand, some Silt, some coarse to fine Gravel Bedrock at 18” Test Pit Completed at 1’-6" EXCAVATOR: _D. Willis Excavat ting EQUIPMENT: Backhoe SCE REPRESENTATIVE: _ Tim Maravegias