25-18 Exhibit-Matrix-665 Eagle Rock Avenue.pdf

Exhibit “A”

PO Box 5400, Clinton, NJ 08809 Phone (908) 725-1444 – Fax (908) 725-1455 – Email troyennis@gpronecall.com DETAIL REPORT # 112717-3 November 29, 2017 Tamara Grillon Environmental Project Manager Matrix New World Engineering 442 State Route 35 Eatontown, NJ 07724 Re: UST Geophysical Investigation Job Site: Former Exxon Facility #31047 – 659 Eagle Rock Ave., West Orange, NJ Attachment: Field Sketch Dear Ms. Grillon: A subsurface geophysical investigation to locate subsurface anomalies that are indicative of potential Underground Storage Tanks (USTs) utilizing GPR and EM technology was conducted by the GPR One Call Field Technician at the above-captioned Job Site on November 27, 2017. The techniques and equipment used by the field Technician included the following: 1. Reviewing as-built plans, drawings or maps and visually observing the job site to identify all aboveground indicators of buried utilities and potential USTs. 2. Ferromagnetic/Metal Detection using the Magna-Trak 102 locator manufactured by CST/Berger and the Fisher Model TW-6 Twinbox (transmitter/receiver) Metal Detector (TW-6) to assist in locating potential metallic objects. The TW-6 transmitter produces an electromagnetic (EM) radio signal which creates a secondary current in subsurface metal objects. The secondary current creates a magnetic field which is detected by the receiver. The unit's audible signal will rise in pitch and the analog meter will indicate a rise in response when the unit is over a metallic object. The operator carried the TW-6 and scanned the Job Site. If the device indicates the presence of metallic objects, the operator would mark the location for further investigation. 3. Ground Penetrating Radar (GPR) using the Detector Duo (twin antenna 250/700 MHz) manufactured by IDS Ingegneria Dei Sistemi S.P.A. The antenna, containing both a transmitter and a receiver, is rolled along the ground surface during the GPR survey. The transmitter radiates short pulses of high-frequency EM energy into the ground. When the wave encounters the interface between two materials having different

dielectric constants (dielectric permittivity), a portion of the energy is reflected back. The signal is transmitted to a control unit, displayed on a monitor, and digitally recorded. An image of the subsurface is displayed by plotting two-way travel time of the reflected EM pulse on the vertical axis with the distance traveled along the ground surface plotted on the horizontal axis. The depth of the reflecting anomaly or stratum is then determined by using known soil velocity functions and calculating two-way travel time values. GPR data were collected in 3’ incremental parallel passes within the scope of work. The maximum depth of investigation was approximately five (5) feet at this site due to the dielectric permittivity caused by the moisture content and the composition of the soils. The displayed data were then interpreted by the field technician to determine the potential presence of USTs or other significant subsurface anomalies that are indicated by the presence of large hyperbolic signatures at depth. Smaller objects such as utilities or other objects are indicated by the presence of smaller hyperbolic signatures. If the display indicated the presence of anomaly signatures, the operator would then mark the location for further investigation. 4. Limitations - Limitations encountered during the investigation included steel guard rails, steel post with steel chains and the ground dielectric permittivity that limited maximum GPR depths to five feet (5’). Please note that EM measurement and GPR are remote sensing methods and in some instances, due to interference or other geophysical limitations, do not reveal data which may be indicative of subsurface anomalies. The findings of this investigation should only be used as a tool in evaluating the possibility that anomalous subsurface areas or other hazards are or were once present on the property and should not be considered a guarantee regarding the presence or absence of USTs or other subsurface objects. The presence of the limiting conditions at the Job Site makes it possible that undiscovered subsurface objects may

presence or absence of USTs or other subsurface objects. The presence of the limiting conditions at the Job Site makes it possible that undiscovered subsurface objects may exist. Site conditions and findings The area investigated was limited to the are inside the property boundaries and the sidewalk along Eagle Rock Avenue. No visual indications of a UST were present at the site. No tank-like metal anomalies were present at the site. One (1) tank-like GPR anomaly was located in the sidewalk area measuring approximately 4’ x 6’ and was marked with pink paint. Approximate location and GPR images attached. Conclusion: Without a confirmed tank-like metal anomaly detected in the same location it is not possible to verify that the tank-like GPR anomaly is or is not a potential UST without physical examination by excavating the anomaly. -2-

Respectfully submitted, GPR One Call, LLC By:______________________________ Troy H. Ennis, Member -3-

SCOPE OF WORK TANK-LIKE GPR ANOMALY FIELD SKETCH GPR ONE CALL JOB NO.: 112717-3 COMPLETED:NOVEMBER 27, 2017 CLIENT:MATRIX NEW WORLD ENGINEERING JOB SITE:Former Exxon Facility #31047 659 Eagle Rock Ave., West Orange, NJ FOR ILLUSTRATION PURPOSES ONLY

LENGTH 6' WIDTH 4' DEPTH 2'+/- GPR IMAGES GPR ONE CALL JOB NO.: 112717-3 COMPLETED:NOVEMBER 27, 2017 CLIENT:MATRIX NEW WORLD ENGINEERING JOB SITE:Former Exxon Facility #31047 659 Eagle Rock Ave., West Orange, NJ FOR ILLUSTRATION PURPOSES ONLY

Exhibit “B”’

Richard D. Trenk | | D TRENK « DIPASQUALE Direct 4 DELLA FERA-SODONO Direct: 973-323-8660 rtrenk@trenklawfirm.com 347 Mt. Pleasant Avenue, Suite 300 West Orange, New Jersey 07052 P: 973-243-8600 F: 973-243-8677 File No. 27-0410 December 12, 2017 Via Email and Overnight Delivery Via Email and Overnight Delivery Daniel Roy, Esq. Sunny Uberoi 2115 Millburn Avenue, Suite L1 Realty Management Systems LLC Maplewood, NJ 07040 26 South Valley Road West Orange, NJ 07052 Re: 665 Eagle Rock Avenue Township of West Orange Due Diligence Extension of Due Diligence Period and Closing Deadline Dear David and Sunny: This office represents the Township of West Orange (the “Township”) with regards to the purchase of the above captioned property (the “Property”) pursuant to the Agreement of Sale executed on September 20, 2017 (the “Agreement”. Following up on our discussions regarding the Township’s due diligence as to the Property, this letter shall confirm that Realty Management Systems, LLC (the “Seller”) and the Township have agreed to extend the due diligence and option to terminate until January 31, 2018 and the closing date until February 28, 2018 to allow the Township to continue its due diligence on the Property, including the excavation and investigation into the item identified in the Township’s geophysical testing located approximately two (2) feet underneath a section of the sidewalk located through the Property and that Seller has agreed to allow access to the Property in order to perform the excavation and investigation. ar Buy ORvets Diol no Ser) Gare f Lo ved be toe 2 NO LSRP wh be Ab ned. Te rogarty wl be Rel for ) wh Ne Stone cde hees qv iN) mm aaonvat on ~ New Jersey m New York trenklawfirm.com

Daniel Roy, Esq. and Sunny Uberoi December 12, 2017 Page 2 Please execute the below signature line to acknowledge the Seller’s agreement to the extension of the referenced deadlines and authorizing the Township access to the Property. The Township reserves all rights and remedies, { Richard D. Trenk AGREED TO: 665 REALTY MANAGEMENT, LLC SELLER BY: Xia he \ "SUNNY UBEROT