Geotech Report 04 19 2021

SOR CONSULTING ENGINEERS, INC. TEST BORING LOG BORING 7 CLIENT Garden Homes GSE +580" (#) PROJECT Proposed Residential Development DATUM Ground Surface LOCATION West Orange, New Jersey DATE START 4/1/21 GROUND WATER CAS. SAMP. CORE TUBE | DATE FINISH 4/1121 DATE TIME DEPTH CASING 4/1/21 NE DIA. 3 2°0D JOB NO. 21-C-01 wT. 140 Ibs REPORT NO. 21-C-12 FALL 30" SHEET NO. 1 of 4 opin, | casing ft | blows ‘sample typeino. ‘depth ‘sampler blows per 6" DESCRIPTION REMARKS 1 S41 2 0-2' Topsoil/Vegetation 7” Light brown clayey SILT 2'-0" S-2 S-3 46 S-4 67.5" 35 Brown coarse to fine Sand, some Silt, some coarse to fine Gravel Same Same 25 Test Boring Completed at 7'-6" (Refusal on Bedrock) S - SPLIT SPOON SAMPLER, U- UNDISTURBED SAMPLE C-CORE DRILLED DRILLING CONTRACTOR: — Environmental Technical Drilling, Inc. DRILLING EQUIPMENT: Geoprobe 7822DT SCE REPRESENTATIVE: Tim Maravegias

SOR CONSULTING ENGINEERS, INC. TEST BORING LOG BORING 8 CLIENT Garden Homes GSE +580’ (t) PROJECT Proposed Residential Development DATUM Ground Surface LOCATION West Orange, New Jersey DATE START 4/1/24 GROUND WATER CAS. SAMP. CORE TUBE DATE FINISH 4/2 DATE TIME DEPTH CASING TYPE FJ ss 4/1124 NE DIA. Es 2°0D JOB NO. 21-C-01 WT. 140 Ibs REPORT NO. 21-C-12 FALL 30” SHEET NO. 1 of 1 depth, | casing ft blows ‘sample ‘typeino. depth DESCRIPTION REMARKS 1 2 S-1 0-2' Topsoil/Vegetation 12" S-2 Brown Clayey SILT 3-0" $3 S-4 6-7" Brown coarse to fine Sand, and Sil, little coarse to Same fine Gravel 25 50/0” Test Boring Compieted at 7-0" (Refusal on Bedrock) S - SPLIT SPOON SAMPLER U- UNDISTURBED SAMPLE C - CORE DRILLED DRILLING CONTRACTOR: — Environmental Technical Drilling, Inc. DRILLING EQUIPMENT: Geoprobe 7822DT SCE REPRESENTATIVE: Tim Maravegias

SOR CONSULTING ENGINEERS, INC. TEST BORING LOG BORING 9 CLIENT Garden Homes GSE +576' (t) PROJECT Proposed Residential Development DATUM Ground Surface LOCATION West Orange, New Jersey DATE START 3/31/21 GROUND WATER CAS. SAMP. CORE | TUBE DATE FINISH 3/31/21 DATE TIME DEPTH CASING TYPE Fs ss 3/31/21 NE DIA. 3 2"O0D JOB NO. 21-C-01 WT. 140 Ibs REPORT NO. 21-C-12 FALL 30" SHEET NO. 1 of 1 ‘depth, | casing ft biows. ‘sample Lypeino, depth DESCRIPTION REMARKS 1 S41 2 0-2" Topsoil/Vegetation 6” $-2 Light brown Clayey SILT 3-6" $3 46 S-4 6.7.1" 31 62/7" Brown coarse to fine Sand, and Silt, little coarse to Same fine Gravel 25 Test Boring Completed at 7’-1" (Refusal on Bedrock) S - SPLIT SPOON SAMPLER U - UNDISTURBED SAMPLE C - CORE DRILLED DRILLING CONTRACTOR: — Environmental Technical Drilling, Inc. DRILLING EQUIPMENT: Geoprobe 7822DT SCE REPRESENTATIVE: Tim Maravegias

SOR CONSULTING ENGINEERS, INC. TEST BORING LOG BORING 10 CLIENT Garden Homes GSE +590" (2) PROJECT Proposed Residential Development DATUM Ground Surface LOCATION West Orange, New Jersey DATE START 3/31/21 GROUND WATER CAS. SAMP. CORE | TUBE DATE FINISH 3/31/21 DATE TIME DEPTH CASING ss 3/31/21 NE 2"0D JOB NO. 21-C-01 140 Ibs REPORT NO. 21-C-12 30" SHEET NO. 1 of 1 depth, | casing fi | biows sample typeino, depth ‘sampler biows per 6" DESCRIPTION REMARKS S41 WOH 0-1,5" Topsoil/Vegetation 8” 50/0” Light Brown Clayey SILT 25 Test Boring Completed at 1’-6” (Refusal on Bedrock) S - SPLIT SPOON SAMPLER U- UNDISTURBED SAMPLE C - CORE DRILLED DRILLING CONTRACTOR: — Environmental Technical Drilling, Inc. DRILLING EQUIPMENT: Geoprobe 7822DT SCE REPRESENTATIVE: Tim Maravegias

SOR CONSULTING ENGINEERS, INC. TEST BORING LOG BORING 11 CLIENT Garden Homes GSE +610' (+) PROJECT Proposed Residential Development DATUM Ground Surface LOCATION West Orange, New Jersey DATE START 3/31/21 GROUND WATER CAS. SAMP. CORE | TUBE | DATE FINISH 3/31/21 DATE TIME DEPTH CASING TYPE FJ ss 3/31/21 7-0" ce 2’0D JOB NO. 21-C-01 140 Ibs. REPORT NO. 21-C-12 FALL 30” SHEET NO. 1 of 1 depin, | casing ft blows ‘sample typaino, depth DESCRIPTION REMARKS S41 0-2" Topsoil 4” S-2 Brown Clayey SILT, little coarse to fine Sand Same 3-0" S$-3 46 S-4 6-8" 10 8'-10" 11 S-6 10’-11" 24 28 16 70/10" Brown coarse to fine Sand, some Silt, some coarse to fine Gravel Same (wet) Same with CLAY pockets Same with Rock fragments 25 Test Boring Completed at 11'-0" (Refusal on Bedrock) S - SPLIT SPOON SAMPLER U - UNDISTURBED SAMPLE C - CORE DRILLED DRILLING CONTRACTOR: — Environmental Technical Drilling, Inc. DRILLING EQUIPMENT: Geoprobe 7822DT SCE REPRESENTATIVE: Tim Maravegias

SOR CONSULTING ENGINEERS, INC. TEST BORING LOG BORING 12 CLIENT Garden Homes GSE +598" (+) PROJECT Proposed Residential Development DATUM Ground Surface LOCATION West Orange, New Jersey DATE START 3/31/21 GROUND WATER CAS. SAMP. CORE | TUBE DATE FINISH 3/31/21 DATE TIME DEPTH CASING TYPE FJ ss 3/31/21 NE DIA. ce 2°0D JOB NO. 21-C-01 140 Ibs REPORT NO. 21-C-12 30" SHEET NO. 1 off depth, | casing ft blows ‘sample typeino. depth ‘sampler blows per 6° DESCRIPTION REMARKS 1 2 S41 0-2" 4 Topsoil 4” 3 Brown Clayey SILT, little coarse to fine Sand 2-2" S-2 2-4" S-3 S-4 67.5 18 | Brown coarse to fine Sand, some Clayey Silt, little medium to fine Gravel 17 | Same 22 | Same 25 Test Boring Completed at 7'-6" (Refusal on Bedrock) S - SPLIT SPOON SAMPLER, U- UNDISTURBED SAMPLE C - CORE DRILLED DRILLING CONTRACTOR: Environmental Technical Drilling, Inc. + DRILLING EQUIPMENT: Geoprobe 7822DT SCE REPRESENTATIVE: Tim Maravegias

SOR CONSULTING ENGINEERS, INC. TEST BORING LOG BORING 13 CLIENT Garden Homes GSE +604’ (+) PROJECT Proposed Residential Development DATUM Ground Surface LOCATION West Orange, New Jersey DATE START 3/31/21 GROUND WATER CAS. SAMP. CORE TUBE | DATE FINISH 3/31/21 DATE TIME DEPTH CASING FJ ss 3/31/21 NE a 2°0D JOB NO. 21-C-01 140 Ibs REPORT NO. 21-C-12 30" SHEET NO. 1 of depih, | casing ft blows ‘sample lypeino, depth DESCRIPTION REMARKS 1 S-1 0-2" Topsoil/Vegetation 9” S-2 2-4! Brown Clayey SILT, little coarse to fine Sand Same 4.0" S-3 4.6 35 Brown coarse to fine Sand, some Silt, some coarse to fine Gravel 25 Test Boring Completed at 6’-0" (Refusal on Bedrock) S - SPLIT SPOON SAMPLER U - UNDISTURBED SAMPLE C - CORE DRILLED DRILLING CONTRACTOR: Environmental Technical Drilling, Inc. DRILLING EQUIPMENT: Geoprobe 7822DT SCE REPRESENTATIVE: Tim Maravegias

SOR CONSULTING TEST BORING LOG BORING 14 ENGINEERS, INC. CLIENT Garden Homes GSE +602' (+) PROJECT Proposed Residential Development DATUM Ground Surface LOCATION West Orange, New Jersey DATE START 3/31/21 GROUND WATER CAS. SAMP. CORE TUBE | DATE FINISH 3/31/21 DATE TIME DEPTH CASING TYPE Fs ss 3/31/21 NE DIA. 3 2° 0D JOB NO. 21-C-01 WT. 140 Ibs REPORT NO. 21-C-12 FALL 30” SHEET NO. 1 of 1 fh, i r 0 h Nvalue Ear pth born becgt IL DESCRIPTION REMARKS 4 Topsoil/Vegetation 6” 1 S-1 0-2" o 2 Light brown Clayey SILT, little coarse to fine Sand, trace medium 2 to fine Gravel 2 1 2 3 S-2 2-4 4 11 Same 7 4 10 10 5 S-3 4-6 5 10 Same 5 6 6 6-0" 6 7 S4 6-8 6 12 Brown coarse to fine Sand, some Silt, litle medium to fine Gravel 6 8 8 14 9 $5 8'-10' 42 37 Same 25 10 36 30 11 S$ 10'-11" 50/4" 80/10" | Same with Rock fragments Test Boring Completed at 11’-0" 12 (Refusal on Bedrock) 13 14 15 16 17 18 19 20 21 22 23 24 25 S - SPLIT SPOON SAMPLER U- UNDISTURBED SAMPLE C - CORE DRILLED DRILLING CONTRACTOR: — Environmental Technical Drilling, Inc. DRILLING EQUIPMENT: Geoprobe 7822DT SCE REPRESENTATIVE: Tim Maravegias

SOR CONSULTING ENGINEERS, INC. TEST BORING LOG BORING 15 CLIENT Garden Homes GSE +560’ (#) PROJECT Proposed Residential Development DATUM Ground Surface LOCATION West Orange, New Jersey DATE START 4/1/21 GROUND WATER CAS. SAMP. DATE FINISH 4/121 DATE TIME FJ ss 4/1/24 z 2" 0D JOB NO. 21-C-01 140 Ibs REPORT NO. 21-C-12 30" SHEET NO. 1 of 1 depth, | casing ft blows. ‘sample fypeino, DESCRIPTION REMARKS S41 Topsoil/Vegetation 8” S-2 Light brown Clayey SILT, little medium to fine Sand 10 11 25 Test Boring Completed at 4-0" (Refusal on Bedrock) S - SPLIT SPOON SAMPLER U- UNDISTURBED SAMPLE C - CORE DRILLED SCE REPRESENTATIVE: DRILLING CONTRACTOR: — Environmental Technical Drilling, Inc. DRILLING EQUIPMENT: Geoprobe 7822DT Tim Maravegias.

SOR CONSULTING ENGINEERS, INC. TEST PIT LOG TEST PIT NO. TP-1 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 oer | DENSITY MOISTURE DESCRIPTION REMARKS Topsoil 8" 4 Soft Moist Olive brown Clayey Silt, some medium to fine Sand 2'-0" 3 Medium Moist Dense 8 Bedrock at 8° Brown coarse to fine Sand, some Sil, little coarse to fine Gravel *Water seepage @ 3° 12 13 14 Test Pit Completed at 8'-0" EXCAVATOR: _D. Willis Excavating EQUIPMENT: Backhoe SCE REPRESENTATIVE: _Atilla Sencar/Tim Maravegias