CED_24006174A_250227_FSD_AHE_Geotechnical Data Report

W S Architecture, & Engineering Design, Landscape CT P.C. Surveying, Engineering & Design RT H NO www.colliersengineering.com N E Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. Doing Business as C O N S U L T I N G ENGINEERS + SURVEYING PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE R STATE REQUIRED FILE NUMBER FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM TP-05 TP-03 By: FRANCISCO.SANCHEZDOM . . . . . . . . . . . . . . . . . . . . . . DATE TP-04 REV DRAWN BY . TP-01 . DESCRIPTION TP-02 EXPLORATION LOCATION PLAN 2024\24006174A\Geotechnical\Explorations\B-EXPL.dwg\B-XX-EXPLORATION FOR THEWAYMAKER LLC GENERAL NOTES: 1. BASE PLANS BASED ON DRAWING TITLED "DEMOLITION PLAN" DATED SEPTEMBER 17, 2024, BY COLLIERS ENGINEERING & DESIGN. 2. THIS DRAWING IS PART OF COLLIERS ENGINEERING & DESIGN'S REPORT (PROJECT NO. 24006174A) AND SHOULD ONLY BE USED IN CONJUNCTION WITH THE REPORT. BLOCK 106; LOT 20.03 40 EAGLE RIDGE WAY TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY LEGEND: TP-XX TEST PIT LOCATION (FEBRUARY, 2025) WOODCLIFF LAKE 3. TEST PIT SERIES TP-XX PERFORMED BY GRABOWSKI CONSTRUCTION, INC. ON FEBRUARY 18, 2025, UNDER CONTINUOUS OBSERVATION OF CED. 300 Tice Boulevard Suite 101 Woodcliff Lake, NJ 07677 Architecture, & Engineering Design, Landscape CT P.C. Surveying, Engineering Phone: 845.352.0411 & Design COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING SCALE: 4. TEST PITS BACKFILLED WITH CUTTINGS UPON COMPLETION. DATE: DRAWN BY: CHECKED BY: FSD AHE AS SHOWN 02/27/25 PROJECT NUMBER: 24006174A 50 0 50 SHEET TITLE: DRAWING NAME: B-EXPL FIELD BOOK: XX PAGE: XX EXPLORATION LOCATION PLAN SCALE : 1" = 50' Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m) UNAUTHORIZED ONLY MAPS WITHALTERATION THE LAND SURVEYOR OR ADDITION OR PROFESSIONAL TO A SURVEY

EXPLORATION LOCATION PLAN SCALE : 1" = 50' Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m) UNAUTHORIZED ONLY MAPS WITHALTERATION THE LAND SURVEYOR OR ADDITION OR PROFESSIONAL TO A SURVEY OR ENGINEER'S ENGINEERING SEALMAP AREBEARING GENUINEATRUE LICENSED AND CORRECT LAND SURVEYOR COPIES OR OF THE PROFESSIONAL LAND SURVEYOR ENGINEER OR PROFESSIONAL IS A VIOLATIONENGINEER’S OF SECTION ORIGINAL 7209, SUB-DIVISION WORK AND 2, OPINION. OF THE NEW YORK STATE EDUCATION LAW. SHEET NUMBER: B-01-ELP

Appendix A Test Pit Logs GEOTECHNICAL DATA REPORT | February 27, 2025

Engineering & Design USDA Classification System 100 %, fa) g “De _% Ko) silty clay clay loam \ loam © $ 10 fox silt loam S ey silt S o a 4S2B8GEEBZSEBS percent sand =

40 Eagle Ridge Way PROJECT: TEST PIT: TP-01 PAGE 1 OF 1 LOCATION: West Orange, NJ 300 Tice Blvd., Suite 101, Woodcliff Lake, NJ 07677 GROUNDWATER: DEPTH (ft) N/E At Completion (0 hrs.) N/E DEPTH (ft.) 0 WATER SYMBOL First Encountered DATE GROUND ELEVATION (ft): ELEV. FROM: +/-622 Survey PROJECT NO. 24006174A CONTRACTOR: Grabowski Construction, Inc. EQUIPMENT: Excavator FIELD OBSERVER: FSD CHECKED BY: AHE DATE STARTED 02/18/25 DATE FINISHED 02/18/25 DESCRIPTION 10YR 3/6 Silt Clay Loam, 40% coarse fragments, subangular blocky, friable. (moist) 5 10 120" -10.0 END OF TEST PIT AT 120 INCHES 15 20 25 30 NOTES: Exposed soils at surface. Boulders encountered from the ground surface up to 10 ft below existing grades. Stone backfill encountered at 10 ft below existing grades. Test pit terminated at the request of the general contractor. TEST PIT: TP-01 Perched Water Conditions - Not Encountered Est. Seasonal High Groundwater - Not Detected Form: CED-TP-GeoReport-No Remarks-R2.fdt 3/10/2022 PAGE 1 OF 1 Data File:

40 Eagle Ridge Way PROJECT: TEST PIT: TP-02 PAGE 1 OF 1 LOCATION: West Orange, NJ 300 Tice Blvd., Suite 101, Woodcliff Lake, NJ 07677 GROUNDWATER: DEPTH (ft) N/E At Completion (0 hrs.) N/E DEPTH (ft.) 0 WATER SYMBOL First Encountered DATE GROUND ELEVATION (ft): ELEV. FROM: +/-624 Survey PROJECT NO. 24006174A CONTRACTOR: Grabowski Construction, Inc. EQUIPMENT: Excavator FIELD OBSERVER: FSD CHECKED BY: AHE DATE STARTED 02/18/25 DATE FINISHED 02/18/25 DESCRIPTION 10YR 3/6 Silt Clay Loam, 20% coarse fragments, subangular blocky, friable. (moist) 5 108" 10 -9.0 END OF TEST PIT AT 108 INCHES DUE TO REFUSAL ON BEDROCK 15 20 25 30 NOTES: Exposed soils at surface. TEST PIT: TP-02 Perched Water Conditions - Not Encountered Est. Seasonal High Groundwater - Not Detected Form: CED-TP-GeoReport-No Remarks-R2.fdt 3/10/2022 PAGE 1 OF 1 Data File:

40 Eagle Ridge Way PROJECT: TEST PIT: TP-03 PAGE 1 OF 1 LOCATION: West Orange, NJ 300 Tice Blvd., Suite 101, Woodcliff Lake, NJ 07677 GROUNDWATER: DEPTH (ft) N/E At Completion (0 hrs.) N/E DEPTH (ft.) 0 WATER SYMBOL First Encountered DATE GROUND ELEVATION (ft): ELEV. FROM: +/-625 Survey PROJECT NO. 24006174A CONTRACTOR: Grabowski Construction, Inc. EQUIPMENT: Excavator FIELD OBSERVER: FSD CHECKED BY: AHE DATE STARTED 02/18/25 DATE FINISHED 02/18/25 DESCRIPTION 10YR 3/6 Brown Loamy Sand, 50% coarse fragments, subangular blocky, friable. (moist) 5 66" -5.5 END OF TEST PIT AT 66 INCHES DUE TO REFUSAL ON BEDROCK 10 15 20 25 30 NOTES: Exposed soils at surface. Boulders encountered fom the ground surface to 5.5 ft below existing grades. Single ring infiltration test performed at 3.5 ft below existing grades. TEST PIT: TP-03 Perched Water Conditions - Not Encountered Est. Seasonal High Groundwater - Not Detected Form: CED-TP-GeoReport-No Remarks-R2.fdt 3/10/2022 PAGE 1 OF 1 Data File:

40 Eagle Ridge Way PROJECT: TEST PIT: TP-04 PAGE 1 OF 1 LOCATION: West Orange, NJ 300 Tice Blvd., Suite 101, Woodcliff Lake, NJ 07677 GROUNDWATER: DEPTH (ft) N/E At Completion (0 hrs.) N/E DEPTH (ft.) 0 WATER SYMBOL First Encountered DATE GROUND ELEVATION (ft): ELEV. FROM: +/-622 Survey PROJECT NO. 24006174A CONTRACTOR: Grabowski Construction, Inc. EQUIPMENT: Excavator FIELD OBSERVER: FSD CHECKED BY: AHE DATE STARTED 02/18/25 DATE FINISHED 02/18/25 DESCRIPTION 10YR 3/6 Silt Clay Loam, 40% coarse fragments, blocky, friable. (moist) 5 108" 10 -9.0 END OF TEST PIT AT 108 INCHES DUE TO REFUSAL ON BEDROCK 15 20 25 30 NOTES: Exposed soils at surface Boulders encountered from the ground surface to 9 ft below existing grades. TEST PIT: TP-04 Perched Water Conditions - Not Encountered Est. Seasonal High Groundwater - Not Detected Form: CED-TP-GeoReport-No Remarks-R2.fdt 3/10/2022 PAGE 1 OF 1 Data File:

40 Eagle Ridge Way PROJECT: TEST PIT: TP-05 PAGE 1 OF 1 LOCATION: West Orange, NJ 300 Tice Blvd., Suite 101, Woodcliff Lake, NJ 07677 GROUNDWATER: DEPTH (ft) N/E At Completion (0 hrs.) N/E DEPTH (ft.) 0 WATER SYMBOL First Encountered DATE GROUND ELEVATION (ft): ELEV. FROM: +/-617 Survey PROJECT NO. 24006174A CONTRACTOR: Grabowski Construction, Inc. EQUIPMENT: Excavator FIELD OBSERVER: FSD CHECKED BY: AHE DATE STARTED 02/18/25 DATE FINISHED 02/18/25 DESCRIPTION 10YR 3/6 Silt Loam, 20% coarse fragments, subangular blocky, friable. (moist) 5 10 120" 150" -12.5 15 10YR 6/4 Silt Clay Loam, 0% coarse fragments, subangular blocky, friable. (GLEY1 8/N soil staining)(moist) END OF TEST PIT AT 150 INCHES DUE TO REFUSAL ON BEDROCK 20 25 30 NOTES: Exposed soils at surface. Boulders encountered from the ground surface to 10 ft. below existing grades. TEST PIT: TP-05 Perched Water Conditions - Not Encountered Est. Seasonal High Groundwater - Not Detected Form: CED-TP-GeoReport-No Remarks-R2.fdt 3/10/2022 PAGE 1 OF 1 Data File:

Appendix B In-situ Infiltration Test Result GEOTECHNICAL DATA REPORT | February 27, 2025