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APPENDIX II BORING LOGS 1 THROUGH 15 TEST PIT LOGS 1 THROUGH 27 BURMEISTER AND USDA SOIL CLASSIFICATION SYSTEMS

SOR CONSULTING ENGINEERS, INC. TEST BORING LOG BORING 1 CLIENT Garden Homes GSE +590' (£) PROJECT Proposed Residential Development DATUM Ground Surface LOCATION West Orange, New Jersey DATE START 9/31/21 GROUND WATER CAS. SAMP. CORE | TUBE | DATE FINISH 3/31/21 DATE TIME DEPTH CASING TYPE FJ ss 3/31/21 NE DIA. 3 2" 0D JOB NO. 21-C-01 WT. 140 Ibs REPORT NO. 21-C-12 FALL 30” SHEET NO. 1 of 1 depth, | casing | blows ‘sample typeino. depth Sampler blows per 6° DESCRIPTION REMARKS 1 S-1 2 0-2 WOH Topsoil/Vegetation 6” WOH 3 $2 S-3 4-6 10 83 Light brown Clayey SILT, some coarse to fine Sand Same Same with Rock fragments 25 Test Boring Completed at 6'-0" (Refusal on Bedrock) S - SPLIT SPOON SAMPLER U- UNDISTURBED SAMPLE - CORE DRILLED DRILLING CONTRACTOR: = Environmental Technical Drilling, Inc. DRILLING EQUIPMENT: Geoprobe 7822DT SCE REPRESENTATIVE: Tim Maravegias

SOR CONSULTING ENGINEERS, INC. TEST BORING LOG BORING 2 CLIENT Garden Homes GSE +594 (+) 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 ft blows. ‘sample {ypeino, depth ‘sampler blows per 6° DESCRIPTION REMARKS S-1 0-2' Topsoil/Vegetation 12” S-2 2-4! 1 Light Brown Clayey SILT, little medium to fine Sand Same S-3 4 50/0" 25 Test Boring Completed at 4-0" (Refusal on Bedrock) S - SPLIT SPOON SAMPLER U - UNDISTURBED SAMPLE C - CORE DRILLED DRILLING CONTRACTOR: Environmental Technical Drilling, tnc. DRILLING EQUIPMENT: Geoprobe 7822DT SCE REPRESENTATIVE: Tim Maravegias

SOR CONSULTING TEST BORING LOG BORING 3 ENGINEERS, INC. CLIENT Garden Homes GSE +590! (+) 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. ka 20D JOB NO. 21-C-01 WT. 140 lbs REPORT NO. 21-C-12 FALL 30” SHEET NO. 1 of t depth, 18 depth Nvak al en ee a aeeerer |e DESCRIPTION REMARKS Hl Topsoil/Vegetation 6” 1 S-1 0-2’ 1 3 Brown Clayey SILT, little medium to fine Sand, trace fine Gravel 2 2 4 6 3 S-2 2-4 4 10 Same 6 4 50 $3 @4; ‘o” Test Boring Completed @ 4’-0" 5 (Refusal on Bedrock) 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2 22 23 24 25 S - SPLIT SPOON SAMPLER U - UNDISTURBED SAMPLE C - CORE DRILLED DRILLING CONTRACTOR: DRILLING EQUIPMENT: Geoprobe 7822DT SCE REPRESENTATIVE: Environmental Technical Drilling, Inc. Tim Maravegias

SOR CONSULTING ENGINEERS, INC. TEST BORING LOG BORING 4 CLIENT Garden Homes GSE +616' (+) PROJECT Proposed Residential Development DATUM Ground Surface LOCATION West Orange, New Jersey DATE START 3/30/21 GROUND WATER CAS. SAMP. CORE TUBE | DATE FINISH 3/30/21 DATE TIME DEPTH CASING TYPE FJ ss 3/30/21 NE DIA. s 2"0D JOB NO. 21-C-01 WT. 140 lbs REPORT NO. 21-C-12 FALL 30" SHEET NO. 1 of 1 ‘depth, | casing ft blows ‘depih ‘sampier blows per 6° DESCRIPTION REMARKS 1 0-2' Topsoil/Vegetation &” 2-4! $-3 13 51 Light brown Clayey SILT, little medium to fine Sand Same Same with Rock fragments 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 5 ENGINEERS, INC. CLIENT Garden Homes GSE +612 (+) PROJECT Proposed Residential Development DATUM Ground Surface LOCATION West Orange, New Jersey DATE START 3/30/21 GROUND WATER CAS. SAMP. CORE | TUBE | DATE FINISH 3/30/21 DATE TIME DEPTH CASING TYPE FJ ss 3/30/21 NE DIA. cs 2’0D JOB NO. 21-C-01 WT. 140 Ibs REPORT NO. 21-C-12 FALL 30” SHEET NO. 1 of 1 , r Wvah Ee || Gece || ene, et noweneee | DESCRIPTION REMARKS 4 Topsoil 6" 1 S41 0-2" 0 1 Light brown Clayey SILT, little coarse to fine Sand 4 2 2 4 3 S2 2-3 2 3 Same 50/0” Test Boring Completed at 3’-0" 4 (Refusal on Bedrock) 5 6 7 8 9 10 1 12 13 14 15 16 17 18 19 20 a 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 TEST BORING LOG BORING 6 ENGINEERS, INC. CLIENT Garden Homes GSE +610' (+) PROJECT Proposed Residential Development DATUM Ground Surface LOCATION West Orange, New Jersey DATE START 3/30/21 GROUND WATER CAS. SAMP. CORE | TUBE | DATE FINISH 3/30/21 DATE TIME DEPTH CASING TYPE FJ ss 3/30/21 NE DIA. 3 2°0D JOB NO. 21-C-01 WT. 140 Ibs REPORT NO. 21-C-12 FALL 30" SHEET NO. 1of1 n fd a =a eer, ee DESCRIPTION REMARKS 4 Topsoil 6" 1 S-1 0-2 L'} 1 Brown Clayey SILT, little coarse to fine Sand 4 2 4 41 3 S-2 2-4 41 3 Same 2 4 8 12 62/9" | Same with Rock fragments 5 S-3 4-5" 50/3” Test Boring Completed at 5’-0" 6 (Refusal on Bedrock) @ 8 9 10 11 12 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