13026 Resubmission

25-14 94.7 5 S1 14-10 Gravel, little (-) fine Silt; (SP-SM) SP-SM Reddish-Brown (+) coarse to fine SAND, and (-) fine 10-11 S2 18-18 Gravel, little (-) fine Silt; (SP-SM) SP-SM Reddish-Brown (+) coarse to fine SAND, and (-) fine 12-12 S3 50/2 Gravel, little (-) fine Silt; (SP-SM) 89.7 10

SP-SM) 89.7 10 Refusal at 9.5ft Below Grade Soil P:\02-PF\JMA02P003\JMA02P003.05\04-Reports\Geotech Report\Appendicies\Boring 1.bg4[(master 0 lab).tpl] 84.7 15 79.7 20 74.7 25 69.7 30

Project: 262-270 Main St Geotechnical Investigation Key to Log of Boring Project Location: 262-270 Main St, West Orange, NJ 07052 Sheet 1 of 1 Project Number: JMA02P003.06 Sampling Resistance, Sample Number Elevation (feet) Material Type Sample Type Graphic Log Depth (feet) blows/ft

blows/ft MATERIAL DESCRIPTION REMARKS AND OTHER TESTS 1 2 3 4 5 6 7 8 9 COLUMN DESCRIPTIONS 1 Elevation (feet): Elevation (MSL, feet). 6 Material Type: Type of material encountered. 2 Depth (feet): Depth in feet below the ground surface. 7 Graphic Log: Graphic depiction of the subsurface material 3 Sample Type: Type of soil sample collected at the depth interval encountered. shown. 8 MATERIAL DESCRIPTION: Description of material encountered. 4 Sample Number: Sample identification number. May include consistency, moisture, color, and other descriptive 5 Sampling

May include consistency, moisture, color, and other descriptive 5 Sampling Resistance, blows/ft: Number of blows to advance driven text. sampler one foot (or distance shown) beyond seating interval 9 REMARKS AND OTHER TESTS: Comments and observations using the hammer identified on the boring log. regarding drilling or sampling made by driller or field personnel. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM: Chemical tests to assess corrosivity PI: Plasticity Index, percent COMP: Compaction test SA: Sieve analysis (percent passing No. 200 Sieve) CONS: One-dimensional consolidation test UC: Unconfined compressive strength test, Qu, in ksf LL: Liquid Limit, percent WA: Wash sieve (percent passing No. 200 Sieve) MATERIAL GRAPHIC SYMBOLS

MATERIAL GRAPHIC SYMBOLS Poorly graded SAND with Silt (SP-SM) TYPICAL SAMPLER GRAPHIC SYMBOLS OTHER GRAPHIC SYMBOLS Water level (at time of drilling, ATD) Auger sampler CME Sampler Pitcher Sample P:\02-PF\JMA02P003\JMA02P003.05\04-Reports\Geotech Report\Appendicies\Boring 1.bg4[(master 0 lab).tpl] Water level (after waiting, AW) 2-inch-OD unlined split Bulk Sample Grab Sample Minor change in material properties within a spoon (SPT)

spoon (SPT) stratum 3-inch-OD California w/ 2.5-inch-OD Modified Shelby Tube (Thin-walled, Inferred/gradational contact between strata brass rings California w/ brass liners fixed head) ? Queried contact between strata GENERAL NOTES 1: Soil classifications are based on the Unified Soil Classification System. Descriptions and stratum lines are interpretive, and actual lithologic changes may be gradual. Field descriptions may have been modified to reflect results of lab tests. 2: Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced. They are not warranted to be representative of subsurface conditions at other locations or times.

locations or times. Figure B-1

Geotechnical Engineering Investigation Report JMA02P003.05- 08/19/2025 262-270 Main St Appendix C: Laboratory Testing Results 10

CONSULTANTS, INC. Tel: (800) 545-ATUL A N 4405 South Clinton Avenue (908) 754-8383 South Plainfield, NJ 07080 Fax: (908) 754-8633 NJ EDA Approved Testing Laboratory * MBE/DBE Certified * NJ DEP Certified www.ANSConsultants.net Soil, Concrete, Masonry, Rebar, Asphalt, Structural Steel, Precast, Piles, Caissons, Fire-proofing, Roofing, Soil Boring, Concrete/Rock Coring, UST Removal, Environmental Testing & Reports 06/05/2025 CLIENT : Hudson Engineering DATE: 437 Palisade Avenue Passaic, NJ FILE NO. : AOF-6133 Attn. : Mr. Jorden Cecinini PROJECT: JMA02P003 REPORT No.: 01 262 Main Street West Orange, NJ TEST REQUIRED: Unconfined Compression Strength of intact Rock Core AS PER ASTM D 2938 DATE RECEIVED: 06/03/2025 DATE TESTED : 06/05/2025 IDENTIFICATION REMARKS : 1. Compressive strength of one (1) core was 8,620 psi. 2. Density of Rock core (unit weight) was 158.15 Ib./ft®. 3. Compression testing machine of 500,000 Ib. Capacity, manufactured by Test Mark Industries, Sr No. 10897, Mode! # CM-5090 EBS (Extended Frame) was utilized for testing cores. “ANSwers to your construction inspection and testing needs.” {An equal opportunity employer