Geotech Report 04 19 2021

SOR CONSULTING TEST PIT LOG TEST ENGINEERS, INC. PIT NO. TP-2 CLIENT: Garden Homes GSE +622’ (+) WATER LEVEL NE PROJECT: Proposed Residential Development DATE 3/25/2021 LOCATION: West Orange, New Jersey JOB NO. 21-C-01 REPORT NO. 21-C-12 berT# | DENSITY MOISTURE DESCRIPTION REMARKS Topsoil/Vegetation 8" 41 Soft Moist Yellow brown medium to fine Sand and Silt 3 3-0" Dense Moist Brown coarse to fine sand, some Silt, little coarse to fine Gravel 5 Bedrock @ 5’ Test Pit Completed at 5'-0” EXCAVATOR: _D. Willis Excavating EQUIPMENT: Backhoe SCE REPRESENTATIVE: _Atilla Sencar/Tim Maravegias

SOR CONSULTING TEST PIT LOG TEST ENGINEERS, INC. PIT NO. TP-3 CLIENT: Garden Homes GSE +564") WATER LEVEL NE PROJECT: Proposed Residential Development DATE 3/29/2021 LOCATION: West Orange, New Jersey JOB NO. 21-6-01 REPORT NO. 21-C-12 DEPTH FT. DENSITY MOISTURE DESCRIPTION REMARKS Soft Dense Moist Moist Topsoil/Veaetation 12” Light brown Clavev Silt, little coarse to fine Sand, little coarse to fine Gravel 2'-0" Brown coarse to fine Sand, some Silt, some coarse to fine Gravel, occasional cobbles/boulders Bedrock @ 3’ 19 20 Test Pit Completed at 3'-0” EXCAVATOR: _D. Willis Excavating EQUIPMENT: _ Mini-Excavator SCE REPRESENTATIVE: _ Tim Maravegias

SOR CONSULTING TEST PIT LOG TEST ENGINEERS, INC. PIT NO. TP-4 CLIENT: Garden Homes GSE +610 (#) WATER LEVEL * PROJECT: Proposed Residential Development DATE 3/25/2021 LOCATION: West Orange, New Jersey JOB NO. 21-C-01 REPORT NO. 21-C-12 DEPTH ET. DENSITY MOISTURE DESCRIPTION REMARKS Soft Moist Topsoil/Vegetation 8” Brown coarse to fine Sand, some Sil, little coarse to fine Gravel Bedrock @ 2' “Water seepage 2’ 19 20 Test Pit Completed at 2'-0" EXCAVATOR: _D. Willis Excavating EQUIPMENT: _ Backhoe SCE REPRESENTATIVE: _ Tim Maravegias

SOR CONSULTING ENGINEERS, INC. TEST PIT LOG TEST PIT NO. TP-5 CLIENT: Garden Homes GSE +614" (+) WATER LEVEL NE PROJECT: Proposed Residential Development DATE 3/25/2021 LOCATION: West Orange, New Jersey JOB NO. 21-C-01 REPORT NO. 21-C-12 oeFTH | DENSITY MOISTURE DESCRIPTION REMARKS 4 Soft Moist Topsoil/Veqetation 8” Brown Clayey SILT, some medium to fine Sand Bedrock @ 2’ Test Pit Completed at 2’-0" EXCAVATOR: _D. Willis Excavating EQUIPMENT: Backhoe SCE REPRESENTATIVE: Tim Maravegias

SOR CONSULTING ENGINEERS, INC. TEST PIT LOG TEST PIT NO. TP-6 CLIENT: Garden Homes GSE +595' (+) WATERLEVEL * 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/Veqetation 12” Brown coarse to fine Sand, some Silt, some coarse to fine Gravel with occasional boulders/cobbles Bedrock @ 5’ “Water seepage at 4’-0" Test Pit Completed at 5’-0" EXCAVATOR: _D. Willis Excavating EQUIPMENT: Backhoe SCE REPRESENTATIVE: _ Tim Maravegias

SOR CONSULTING TEST PIT LOG TEST ENGINEERS, INC. PIT NO. TP-7 CLIENT: Garden Homes GSE +602" (+) WATERLEVEL * PROJECT: Proposed Residential Development DATE 3/30/2021 LOCATION: West Orange, New Jersey JOB NO. 21-C-01 REPORT NO. 21-C-12 per | DENSITY MOISTURE DESCRIPTION REMARKS Medium Moist Dense Topsoil/Vegetation 12" Brown coarse to fine Sand, some Silt, some coarse to fine Gravel, occasional cobbles Bedrock @ 6° “Water seepage at 5'-0" Test Pit Completed at 6'-0" EXCAVATOR: _ D. Willis Excavating EQUIPMENT: Backhoe SCE REPRESENTATIVE: _ Tim Maravegias

SOR CONSULTING TEST PIT LOG TEST ENGINEERS, INC. PIT NO. TP-8 CLIENT: Garden Homes GSE +578 (2) WATER LEVEL PROJECT: Proposed Residential Development DATE 3726/2021 LOCATION: West Orange, New Jersey JOBNO. 210-01 REPORT NO. 21-C-12 DEPTH FT. DENSITY MOISTURE DESCRIPTION REMARKS Medium Dense Moist Topsoil/Vegetation 8” Brown coarse to fine Sand, some Silt, some coarse to fine Gravel, occasional cobbles Bedrock at 4.5° “Water seepage at 3'-0" Test Pit Completed at 4’-6" EXCAVATOR: _D. Willis Excavating EQUIPMENT: _ Backhoe SCE REPRESENTATIVE: _ Tim Maravegias

SOR CONSULTING ENGINEERS, INC. TEST PIT LOG TEST PIT NO. TP-9 CLIENT: Garden Homes. GSE +588" (4) 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 pre DENSITY MOISTURE DESCRIPTION REMARKS 4 Soft Motyt Topsoil 8” Light brown Clayey Silt, some medium to fine Sand Bedrock at 18” Test Pit Completed at 1’-6” EXCAVATOR: _D. Willis Excavating EQUIPMENT: Backhoe SCE REPRESENTATIVE: Tim Maravegias

SOR CONSULTING TEST PIT LOG TEST ENGINEERS, INC. PIT NO. TP-10 CLIENT: Garden Homes GSE +576' (+) WATERLEVEL * 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 2 Dense Moist Topsoil/Veaetation 12” Brown coarse to fine Sand, some Silt, some coarse to fine Gravel, occasional cobbles/boulders. “Water seepage at 3'-0” Test Pit Completed at 12'-( EXCAVATOR: _D. Willis Excavating EQUIPMENT: Backhoe SCE REPRESENTATIVE: _ Tim Maravegias

SOR CONSULTING ENGINEERS, INC. TEST PIT LOG TEST PIT NO. TP-11 CLIENT: Garden Homes GSE +590' (+) 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 bert | DENSITY MOISTURE DESCRIPTION REMARKS 4 Soft Moist Topsoil/Veqetation 8” Light brown Clayey Silt, little coarse to fine Sand, little coarse, to fine Gravel, occasional cobbles Bedrock at 18” 10 1 Test Pit Completed at 1'-6" EXCAVATOR: _D. Willis Excavating EQUIPMENT: Backhoe SCE REPRESENTATIVE: Tim Maravegias