SECTION 5.7 Assignment of Claims to Collateral Agent. The applicable Grantor, immediately upon learning that any landlord or grantor under any Mortgaged Lease has failed to
perform the terms and provisions thereunder (including by reason of a rejection or disaffirmance or purported rejection or disaffirmance of such Mortgaged Lease pursuant to any Bankruptcy Law), shall notify the Collateral Agent of any such
failure to perform. Each Grantor unconditionally assigns, transfers and sets over to the Collateral Agent any and all damage claims thereunder. This assignment constitutes a present, irrevocable and unconditional assignment of all damage claims
under all Mortgaged Leases and shall continue in effect until the Secured Obligations have been satisfied in full. Notwithstanding the foregoing, the Collateral Agent grants to each Grantor a revocable license to exercise any damage claims such
Grantor may have under a Mortgaged Lease, which license may only be revoked by the Collateral Agent upon the occurrence and during the continuance of any Event of Default.
ARTICLE VI.
STATE-SPECIFIC PROVISIONS
This Mortgage is subject to the following provisions relating to the particular laws of the State of New Jersey. In the event of any inconsistencies between the terms and conditions of this Article
VI and the other provisions of this Mortgage, the terms and conditions of this Article VI shall control and be binding.
SECTION 6.1 Applicable Law; Certain Particular Provisions. This Mortgage shall be governed by and construed in accordance with the laws of the State of New Jersey, except that
each Grantor expressly acknowledges that by its terms, the Indenture and the Taxable Term Loan shall be governed by the internal law of the state identified therein, without regard to principles of conflict of law. Each Grantor and the
Collateral Agent agree to submit to jurisdiction and the laying of venue for any suit on this Mortgage in the State of New Jersey.
SECTION 6.2 New Jersey Law Provisions.
(a) Conflict. If any provision of this Mortgage is inconsistent with any applicable provision of the laws of the State of New Jersey, the provision of New Jersey law shall take
precedence over the provisions of this Mortgage but shall not invalidate or render unenforceable any other provision of this Mortgage that can fairly be construed in a manner consistent with New Jersey law. Without limiting the foregoing, all
references in this Mortgage to non-judicial foreclosure and power of sale shall be deemed to apply to the Mortgage Estate only to if and to the extent permitted by New Jersey law.
(b) ISRA Filings in New Jersey. In the event that the Collateral Agent seeks to take possession of all or a portion of the Premises, the applicable Grantor shall be responsible
for compliance with the requirements, if any, of the Industrial Site Recovery Act, N.J.S.A. 13:1K-6 et seq., as amended, and the regulations issued thereunder, N.J.A.C. 7:26B-1.1 et seq., as amended (collectively “ISRA”), that are applicable to Collateral Agent’s taking title to all or a portion of the Premises via foreclosure. Collateral Agent shall fully cooperate with such Grantor in such
Grantor’s ISRA compliance activities, including but not limited to (i) providing such Grantor and its agents with access to the Premises where reasonably necessary to satisfy ISRA or other requirements imposed by the New Jersey Department of
Environmental Protection or such Grantor’s Licensed Site Remediation Professional, including, by way of example and not limitation, access for the purposes of inspecting the Premises or for obtaining soil, water, groundwater or other samples,
(ii) providing documents within Collateral Agent’s possession, and (iii) executing and recording documents, including deed notices and permits. Nothing herein shall be construed to require such Grantor to take action to comply with the
requirements of ISRA with respect to conditions arising or activities undertaken on the Premises subsequent to such Grantor’s surrender of possession to the Collateral Agent.
(c) Future Advances. This Mortgage is given for the purpose of creating a lien on real property in order to secure the Secured Obligations outstanding or in effect on the date
of this Mortgage and also future advances, whether made before or after default or maturity or other similar events, to the same extent as if such future advances were made on the date of the execution hereof, although there may be no advance
made at the time of the execution hereof and although there may be no indebtedness outstanding at the time any advance is made. The types of future advances secured by and having priority under this Mortgage shall include, without limitation,
disbursements and other advances for the payment of taxes, assessments, maintenance charges, insurance premiums or costs relating to the Mortgage Estate, for the discharge of liens having priority over the lien of this Mortgage, for the curing of
waste of the Mortgage Estate and for the payment of service charges and expenses incurred by reason of default and including late charges, attorney’s fees and court costs, together with interest thereon.
(d) No Merger. There shall be no merger of the interest or estate created by this Mortgage with any other interest or estate in the Mortgage Estate at any time held by or for
the benefit of the Collateral Agent or any Secured Party or any subsidiary or affiliate of any Secured Party in any capacity, without the express prior written consent of the Collateral Agent. The rights of the Collateral Agent and the Secured
Parties set forth herein shall, to the extent not prohibited by law, extend to the period from and after the filing of any suit to foreclose the lien of this Mortgage, the entry of judgment and any subsequent period including any period allowed
by law for the redemption of the Mortgage Estate after any foreclosure sale, and interest shall accrue on the judgment in the same manner and at the same rate as referenced in the Collateral Agency Agreement, subject to the usury savings clauses
of this Mortgage, until the Secured Parties have received irrevocable payment in full of all Secured Obligations.
(e) Certain Waivers. Each Grantor hereby waives and releases all benefit that might accrue to such Grantor by virtue of any present or future law exempting the Mortgage Estate,
or any part of the proceeds arising from any sale thereof, from attachment, levy or sale on execution, or providing for any stay of execution, exemption from civil process or extension of time for payment, or any right of marshalling in the event
of any sale hereunder of the Mortgage Estate, and, unless specifically required herein, all notices of such Grantor’s default. Each Grantor waives all rights or defenses arising by reason of any “one action” or “anti-deficiency” law, or any
other law which may prevent the Collateral Agent from bringing any action against such Grantor, including a claim for deficiency to the extent the Collateral Agent is otherwise entitled to a claim for deficiency, before or after the Collateral
Agent’s commencement or completion of any foreclosure action or any other action to exercise its remedies hereunder or otherwise available at a law or in equity.
(f) No Deduction. No Grantor will make deduction from or claim credit on the principal or interest secured by this Mortgage by reason of any governmental taxes, assessments
or charges. No Grantor will claim any deduction from the taxable value of the Mortgage Estate by reason of this Mortgage.
(g) Copy of Mortgage. EACH GRANTOR REPRESENTS AND WARRANTS THAT IT HAS RECEIVED A TRUE COPY OF THIS MORTGAGE WITHOUT CHARGE.
(h) Modification. This Mortgage is subject to “modification” as such term is defined in P.L. 1985 c.353 (N.J.S.A. §§ 46-9-8.1., et seq.) and shall be subject to the priority
provisions thereof.
(i) No Construction Against Drafting Party. Each Grantor and the Collateral Agent have been represented by independent counsel of their own selection in connection with the
negotiation, execution and delivery of this Mortgage and the other documents and instruments, relating hereto, and, without waiving the attorney-client privilege and expressly preserving the same, each Grantor and the Collateral Agent acknowledge
that they have made such comments on this Mortgage and the other documents and instruments relating hereto as they have deemed necessary under the circumstances. Each Grantor and the Collateral Agent intend that this Mortgage and the other
documents and instruments relating hereto, shall not be construed against one party or the other based upon any rule of any applicable law giving preference in interpretation to the drafting or non-drafting party or its counsel.
[Grantor signatures follow.]
IN WITNESS WHEREOF, each Grantor has executed this Mortgage on the date of the acknowledgement set forth below, to be effective on the Effective Date.
| |
GRANTOR:
|
| |
|
| |
DELAWARE RIVER PARTNERS LLC,
|
| |
a Delaware limited liability company
|
| |
|
| |
By:
|
/s/ Hank Alexander |
|
| |
Name:
|
Hank Alexander |
|
| |
Title:
|
Chief Executive Officer |
|
|
STATE OF PENNSYLVANIA
|
§
|
| |
§
|
|
COUNTY OF DELAWARE
|
§
|
I CERTIFY that on May 27, 2025, Hank Alexander personally came before me and stated to my satisfaction that this person (or if more than one, each person):
| (a) |
was the maker of the attached instrument
|
| (b) |
was authorized to and did execute this instrument as Chief Executive Officer, of Delaware River Partners LLC, the entity named in this instrument; and,
|
| (c ) |
executed this instrument on behalf and as the act of the entity named in this instrument
|
| |
/s/ Cadie DiGiambattista
|
|
| |
Notary
|
|
| |
|
|
|
[SEAL]
|
|
|
[Grantor signatures continue.]
| |
DRP URBAN RENEWAL 1, LLC,
|
|
a New Jersey limited liability company
|
| |
|
| |
By:
|
/s/ Hank Alexander |
|
| |
Name:
|
Hank Alexander |
|
| |
Title:
|
Chief Executive Officer |
|
|
STATE OF PENNSLYVANIA
|
§
|
| |
§
|
|
COUNTY OF DELAWARE
|
§
|
I CERTIFY that on May 27, 2025, Hank Alexander personally came before me and stated to my satisfaction that this person (or if more than one, each person):
| (a) |
was the maker of the attached instrument
|
| (b) |
was authorized to and did execute this instrument as Chief Executive Officer, of DRP Urban Renewal 1, LLC, the entity named in this instrument; and,
|
| (c ) |
executed this instrument on behalf and as the act of the entity named in this instrument
|
| |
|
/s/ Cadie DiGiambattista
|
|
| |
|
Notary
|
|
| |
|
|
|
| |
[SEAL]
|
|
|
[Grantor signatures continue.]
| |
DRP URBAN RENEWAL 2, LLC,
|
|
a New Jersey limited liability company
|
| |
|
| |
By:
|
/s/ Hank Alexander |
|
| |
Name:
|
Hank Alexander |
|
| |
Title:
|
Chief Executive Officer |
|
|
STATE OF PENNSLYVANIA
|
§
|
| |
§
|
|
COUNTY OF DELAWARE
|
§
|
I CERTIFY that on May 27, 2025, Hank Alexander personally came before me and stated to my satisfaction that this person (or if more than one, each person):
| (a) |
was the maker of the attached instrument
|
| (b) |
was authorized to and did execute this instrument as Chief Executive Officer, of DRP Urban Renewal 2, LLC, the entity named in this instrument; and,
|
| (c ) |
executed this instrument on behalf and as the act of the entity named in this instrument
|
| |
|
/s/ Cadie DiGiambattista
|
|
| |
|
Notary
|
|
| |
|
|
|
| |
[SEAL]
|
|
|
[Grantor signatures continue.]
| |
DRP URBAN RENEWAL 3, LLC,
|
|
a New Jersey limited liability company
|
| |
|
| |
By:
|
/s/ Hank Alexander |
|
| |
Name:
|
Hank Alexander |
|
| |
Title:
|
Chief Executive Officer |
|
|
STATE OF PENNSLYVANIA
|
§
|
| |
§
|
|
COUNTY OF DELAWARE
|
§
|
I CERTIFY that on May 27, 2025, Hank Alexander personally came before me and stated to my satisfaction that this person (or if more than one, each person):
| (a) |
was the maker of the attached instrument
|
| (b) |
was authorized to and did execute this instrument as Chief Executive Officer, of DRP Urban Renewal 3, LLC, the entity named in this instrument; and,
|
| (c ) |
executed this instrument on behalf and as the act of the entity named in this instrument
|
| |
|
/s/ Cadie DiGiambattista
|
|
| |
|
Notary
|
|
| |
|
|
|
| |
[SEAL]
|
|
|
[Grantor signatures continue.]
| |
DRP URBAN RENEWAL 4, LLC,
|
|
a Delaware limited liability company
|
| |
|
| |
By:
|
/s/ Hank Alexander |
|
| |
Name:
|
Hank Alexander |
|
| |
Title:
|
Chief Executive Officer |
|
|
STATE OF PENNSLYVANIA
|
§
|
| |
§
|
|
COUNTY OF DELAWARE
|
§
|
I CERTIFY that on May 27, 2025, Hank Alexander personally came before me and stated to my satisfaction that this person (or if more than one, each person):
| (a) |
was the maker of the attached instrument
|
| (b) |
was authorized to and did execute this instrument as Chief Executive Officer, of DRP Urban Renewal 4, LLC, the entity named in this instrument; and,
|
| (c ) |
executed this instrument on behalf and as the act of the entity named in this instrument
|
| |
|
/s/ Cadie DiGiambattista
|
|
| |
|
Notary
|
|
| |
|
|
|
| |
[SEAL]
|
|
|
[Grantor signatures continue.]
|
DRP URBAN RENEWAL 5, LLC,
|
|
a Delaware limited liability company
|
| |
|
| |
By:
|
/s/ Hank Alexander |
|
| |
Name:
|
Hank Alexander |
|
| |
Title:
|
Chief Executive Officer |
|
|
STATE OF PENNSLYVANIA
|
§
|
| |
§
|
|
COUNTY OF DELAWARE
|
§
|
I CERTIFY that on May 27, 2025, Hank Alexander personally came before me and stated to my satisfaction that this person (or if more than one, each person):
| (a) |
was the maker of the attached instrument
|
| (b) |
was authorized to and did execute this instrument as Chief Executive Officer, of DRP Urban Renewal 5, LLC, the entity named in this instrument; and,
|
| (c ) |
executed this instrument on behalf and as the act of the entity named in this instrument
|
| |
|
/s/ Cadie DiGiambattista
|
|
| |
|
Notary
|
|
| |
|
|
|
| |
[SEAL]
|
|
|
[Grantor signatures continue.]
EXHIBIT A
Description of Terminal Land
Tract I (Block 3, Lots 8-12, 21, 27 & 37; Block 4, Lot 1; Block 5, Lots 3 & 5; Block 6, Lot 2; Block 8, Lots 1-4, 4.01, 4.02 & 5)
Beginning at a point in the Easterly line of Block 8, Lot 4, where the same intersects the Northerly line of the West Jersey & Seashore Rail Road-Pennsgrove Branch (66.00 feet wide), said point being South 86
degrees 29 minutes 05 seconds West, 209.51 feet as measured along said line of the Rail Road from the Easterly line of Repauno Avenue (43.00 feet wide), said point also having the following New Jersey State Plane Coordinate values: North
362810.4513, East 269352.6490 and from said point runs; thence
1. along said Easterly line Block 8, Lot 4, North 02 degrees 53 minutes 25 seconds West, 742.92 feet to a point in the division line between Block 8, Lot 4 and Lot 4.03, witnessed by a found pin & cap 0.10 feet
South and 0.11 feet West from corner; thence
2. along the same, South 87 degrees 06 minutes 35 seconds West, 178.50 feet to a point in the same, witnessed by a found pin & cap 0.02 feet South and 0.17 feet West from corner; thence
3. along the same, North 02 degrees 53 minutes 25 seconds West, 224.95 feet to a point in the same, witnessed by a found pin & cap 0.35 feet northeast and 0.18 feet Northwest from corner; thence
4. along the same, North 55 degrees 03 minutes 48 seconds East, 64.89 feet to a point in the same, witnessed by a found pin & cap on corner; thence
5. along the same, North 02 degrees 53 minutes 25 seconds West, 96.62 feet to a point in the same, witnessed by a found pin & cap 0.03 feet South and 0.03 feet East from corner; thence
6. along the same, North 87 degrees 06 minutes 35 seconds East, 300.00 feet to a point in the same, witnessed by a found pin & cap on line and 0.15 feet South from corner; thence
7. along the same, South 02 degrees 53 minutes 25 seconds East, 347.90 feet to a point in the Northerly line of Morse Street (45.00 feet wide); thence
8. along said line of Morse Street, North 87 degrees 05 minutes 51 seconds East, 781.34 feet to an angle point in the same, witnessed by a set pin & cap on corner; thence
9. along the same, North 85 degrees 43 minutes 36 seconds East, 484.30 feet to an angle point in the same, witnessed by a set pin & cap on corner; thence
10. along the same, South 88 degrees 29 minutes 24 seconds East, 473.77 feet to an angle point in the same, witnessed by a found pin & cap 0.60 feet Southwest and 0.03 feet Southeast from corner; thence
11. along the same, North 15 degrees 33 minutes 02 seconds East, 5.15 feet to an angle point in the same, witnessed by a found pin & cap 0.20 feet Southwest and 0.40 Northwest from corner; thence
12. along the same, South 88 degrees 29 minutes 24 seconds East, 318.00 feet to a point in the Westerly line of School Street (50.00 feet wide), witnessed by a found pin & cap 3.83 feet West and 0.10 feet North
from corner; thence
13. along the same, North 27 degrees 57 minutes 36 seconds East, 370.90 feet to a point in the Southerly line of Block 8, Lot 8, witnessed by a found pin & cap 2.15 feet Northeast and 0.45 feet Northwest from
corner; thence
14. along the same, North 62 degrees 02 minutes 24 seconds West, 363 feet more or less to the edge of Wiggins Pond, also 363.43 feet to a connecting course shown on the herein referenced survey; thence
15. along the same Northwestwardly, 524 feet more or less to a point in the Northerly line of Block 8, Lot 8, also having a connecting course of North 12 degrees 48 minutes 46 seconds West, 396.15 feet as shown on
the herein referenced survey; thence
16. along the same, South 62 degrees 02 minutes 24 seconds East, 1200.00 feet to a point in the division line between Block 8, Lots 4 and 10, witnessed by a found concrete monument 1.81 feet Northwest and 0.07 feet
Southwest from corner; thence
17. along the same and along the division line between Block 8 Lots 5 and 6, North 27 degrees 43 minutes 14 seconds East, 3085.07 feet to an angle point in said division line between Block 8, Lots 5 and 6; thence
18. along the same North 00 degrees 30 minutes 46 seconds West, 1000.00 feet to an angle point in the same; thence
19. along the same North 10 degrees 15 minutes 25 seconds West, 6 feet more or less to the mean high water line of the Delaware River, also being 6.20 feet to the connecting course shown on the herein referenced
survey; thence
20. along the same Northwestwardly, 5263 feet more or less to the Easterly line of a Riparian Grant described in Deed Book 448, page 224, also having a connecting course of North 73 degrees 41 minutes 17 seconds
West, 4793.70 feet as shown on the herein referenced survey; thence
21. along said Grant line North 01 degrees 30 minutes 10 seconds East 631 feet more or less, 630.83 from said connecting course to a point corner to the same and in line of the Pierhead and Bulkhead Line adopted
August 21, 1916; thence
22. along the same and along a Riparian Grant described in, North 79 degrees 36 minutes 47 seconds West, 627.45 a point corner to said Deed Book 680, Page 283, also in the Pierhead and Bulkhead line adopted October
16, 1916 as shown on a plan entitled "Map showing lands under tide-water situate in the Township of Greenwich, in the County of Gloucester- Grant to E. I. Du Pont De Nemours, a corporation of the State of Delaware, dated September 29, 1967";
thence
23. along the same and along the Riparian Grants described in Deed Book 914, Page 578, Deed Book 448, Page 224 and Deed Book 914, Page 578, South 87 degrees 56 minutes 35 seconds West, 327.77 feet to a point corner
to said Deed Book 914, Page 578; thence
24. along the same, South 01 degrees 30 minutes 10 seconds West, 549 feet more or less, feet to a point in the aforesaid mean high water line along the Delaware River and 549.33 to the connecting course as shown on
the herein referenced survey; thence
25. along the same Southwestwardly, 2314 feet more or less to a point in the Easterly line of a Riparian Grant described in Liber L-3, Pg. 244, also having a connecting course of South 82 degrees 19 minutes 10
seconds West 2264.46 feet; thence
26. along said Grant line North 01 degrees 30 minutes 10 seconds East 772 feet more or less, to a point corner to the same, 771.65 feet from said connecting course; thence
27. along the same and along a Riparian Grant described in Deed Book 680, Page 277, South 87 degrees 56 minutes 35 seconds West, 475.53 feet to a point corner to said Grant; thence
28. along said Grant and along a Riparian Grant described in Deed Book 680, Page 283 South 01 degrees 30 minutes 10 seconds West, 1081 feet more or less to a point in the mean high water line along the Delaware
River also being 1081.02 to a connecting course shown on the herein reference survey; thence
29. along the same Southwestwardly, 7149 feet more or less to a point where the Easterly line of Block 3, Lot 13 intersects the same, also having a connecting course of South 57 degrees 29 minutes 33 seconds West,
4877.31 feet, witnessed by a set pin & cap; thence
30. along the same, South 20 degrees 42 minutes 33 seconds East, 361.16 feet to a point corner to the same, witnessed by a set pin & cap; thence
31. along the Southerly line of said lot, South 67 degrees 16 minutes 26 seconds West, 174.94 feet to a point corner to the same; thence
32. along the division line between Block 3, Lots 12 and 13, North 20 degrees 58 minutes 33 seconds West, 376.52 feet to a point, witnessed by a set pin & cap; thence
33. South 72 degrees 16 minutes 27 seconds West, 483.12 feet to a point in the division line between Block 3, Lots 7 and 8, witnessed by a set pin & cap; thence
34. along the same, South 17 degrees 43 minutes 33 seconds East, 171.00 feet to a point corner to the same and in the line of Block 3, Lot 6, witnessed by a found iron pipe 0.18 feet Southwest and 0.05 feet
Southwest from corner; thence
35. along said Lot 6, South 78 degrees 54 minutes 54 seconds East, 45.65 feet to a point corner to the same, witnessed by a found iron pipe 0.12 feet Northwest and 0.08 feet Southwest from corner; thence
36. along the same, North 85 degrees 21 minutes 22 seconds East 78.16 feet to a point the same, witnessed by a found iron pipe 0.57 feet Northeast and 0.34 feet Northwest from corner; thence
37. along the same and along Block 3, Lot 18, South 20 degrees 38 minutes 57 seconds East, 1056.07 feet to a point corner to the same; thence
38. along the same, South 69 degrees 21 minutes 03 seconds West, 317.66 feet to a point common corner to Block 3, Lot 20; thence
39. along the same, South 22 degrees 01 minutes 07 seconds East, 496.13 feet to a point in line of Block 3, Lot 25; thence
40. along the same North 70 degrees 07 minutes 57 seconds East, 478.13 feet to a point for a corner to the same; thence
41. along the same and along Block 3, Lots 26, 30, 31, and 33, South 13 degrees 42 minutes 57 seconds East, 1717.84 feet to a point common corner to Block 3, Lot 35; thence
42. along the same South 07 degrees 15 minutes 15 seconds East, 679.02 feet to a point corner to the same; thence
43. along the same South 63 degrees 14 minutes 46 seconds West, 34 feet more or less to the centerline of the Repaupo Creek, also being 34.22 feet to the connecting course shown on the herein referenced survey;
thence
44. Southeastwardly, along the centerline of said creek a distance of 2278 feet more or less to a point where the Northerly line of Block 5, Lot 2 intersects the same, also having a connecting course of South 59
degrees 36 minutes 37 seconds East, 1601.72 feet; thence
45. along the same the following three (3) courses, South 89 degrees 20 minutes 56 seconds East, 270.00 feet more or less to a point, 269.58 feet from said connecting course; thence
46. North 43 degrees 09 minutes 04 seconds East, 435.95 feet to a point; thence
47. South 30 degrees 52 minutes 07 seconds East, 395.92 feet to a point; thence
48. still along the same and along Block 5, Lot 1, South 59 degrees 35 minutes 04 seconds West, 1040 feet more or less to a point in the centerline of said Repaupo Creek, also being 1039.66 feet to a connecting tie
shown on the herein reference survey; thence
49. Southeastwardly, along the centerline of said creek a distance of 1070 feet more or less to a point where the Northwesterly line of Block 5, Lot 4 intersects the same, also having a connecting course of South
77 degrees 08 minutes 05 seconds East, 986.47 feet; thence
50. along said Lot 4 the following three (3) courses, North 59 degrees 42 minutes 00 seconds East 759 feet more or less to a point, 758.85 feet from said connecting course; thence
51. South 17 degrees 18 minutes 00 seconds East, 621.72 feet to a point; thence
52. South 64 degrees 12 minutes 00 seconds West, 621 feet more or less to a point in the centerline of said Repaupo Creek, also being 620.73 feet to a connecting course shown on the herein reference survey; thence
53. Southeastwardly, along the centerline of said creek a distance of 756 feet more or less to a point where the same intersects the Northerly line of New Jersey State Highway Route 44 also having a connecting
course of South 25 degrees 17 minutes 07 seconds East, 644.55 feet; thence
54. along the same, North 41 degrees 08 minutes 06 seconds East 1650 feet more or less, 1649.95 feet as measured from said connecting course to an angle point in the same, witnessed by a set pin & cap; thence
55. along the same, North 40 degrees 40 minutes 06 seconds East, 228.84 feet to a point in the Westerly line of Block 6, Lot 1, witnessed by a found concrete monument on corner; thence
56. along the same, North 63 degrees 03 minutes 56 seconds West, 708.95 feet to a point corner to the same, witnessed by a set pin & cap on corner; thence
57. along the Northerly line of the same, North 62 degrees 44 minutes 04 seconds East, 737.05 feet to a point corner to the same, witnessed by a set pin & cap on corner; thence
58. along the Easterly line of the same, South 18 degrees 57 minutes 56 seconds East, 477.26 feet to a point in the aforementioned Northerly line of New Jersey State Highway Route 44, w witnessed by a found
concrete monument 0.11 feet Northeast and 0.09 feet Southeast from corner; thence
59. along the same, North 40 degrees 40 minutes 06 seconds East, 720.30 feet to a point of curvature in the same; thence
60. along the same and along a curve to the right having a radius of 1,472.69 feet, an arc distance of 143.65 feet, the chord of said arc being North 43 degrees 27 minutes 50 seconds East 143.59 feet to a point of
tangency in the same; thence
61. along the same, North 40 degrees 40 minutes 06 seconds East, 430.98 feet to a point in the same, witnessed by a found concrete monument 0.76 feet Southwest and 0.11 feet Southeast from corner; thence
62. along the same, North 83 degrees 28 minutes 06 seconds East, 430.98 feet to a point on a curve in the same, witnessed by a set pin & cap; thence
63. along the same and along a curve to the right having a radius of 1,472.69 feet, an arc distance of 143.65 feet, the chord of said arc being North 80 degrees 40 minutes 26 seconds East 143.58 feet to a point of
tangency in the same, witnessed by a set pin & cap; thence
64. along the same, North 83 degrees 28 minutes 06 seconds East, 72.00 feet to a point in the aforementioned Northerly line of the West Jersey & Seashore Rail-Pennsgrove Branch; thence
65. along the same, North 43 degrees 54 minutes 06 seconds East, 658.39 feet to a point of curvature in the same; thence
66. along the same and along a curve to the right having a radius of 1,466.00 feet, an arc distance of 524.62 feet, the chord of said arc being North 54 degrees 09 minutes 46 seconds East 521.83 feet to a point on
a curve corner to Block 8, Lot 7, witnessed by a set pin & cap; thence
67. along the curved Westerly line of Block 8, Lot 7 having a radius of 419.00 feet, an arc distance of 424.23 feet, the chord of said arc being North 5 degrees 44 minutes 09 seconds East 406.34 feet to a point on
a curve corner to the same, witnessed by a set pin & cap; thence
68. along the curved Easterly line of Block 8, Lot 7 having a radius of 967.87 feet, an arc distance of 524.34 feet, the chord of said arc being South 58 degrees 49 minutes 39 seconds East 517.95 feet to a point in
the aforementioned curved Northerly line of the West Jersey & Seashore Rail Road-Pennsgrove Branch, witnessed by a found concrete monument 0.50 feet South and 0.14 feet West from corner; thence
69. along the same and along a curve to the right having a radius of 1466.00 feet, an arc distance of 59.86 feet, the chord of said arc being North 85 degrees 18 minutes 57 seconds East 59.85 feet to a point of
tangency in the same; thence
70. along the same, North 86 degrees 29 minutes 05 seconds East, 119.84 feet to a Point and Place of Beginning.
Being also known as (reported for informational purposes only):
Lots 8 thru 12, 21, 27 & 37 Block 3; Lot 1 Block 4; Lots 3 & 5 Block 5; Lot 2 Block 6; and Lots 1-4, 4.01, 4.02 & 5 Block 8, on the official tax map of the Township of Greenwich, County of Gloucester,
State of New Jersey.
Tract II (Block 246, Lot 1)
Beginning at a point in the Southerly line of the West Jersey & Seashore Rail Road - PENNSGROVE BRANCH (66.00 feet wide) where the same is intersected by the division line between Block 246, Lots 1 and 8, said
point having the following New Jersey State Plane Coordinate values: North 360486.4400, East 266558.6011 and from said point runs; thence
1. along the Southerly line of said Railroad, North 43 degrees 54 minutes 06 seconds East 1111.63 feet to a point in the centerline of Sand Ditch; thence
2. along the same, South 10 degrees 15 minutes 40 seconds East 237.17 feet to an angle point in the same; thence
3. along the same, South 44 degrees 35 minutes 40 seconds East 666.99 feet to a point in the division line between Block 246, Lots 1 and 2; thence
4. along the same, South 50 degrees 38 minutes 20 seconds West 175.00 feet to a point corner to Block 246, Lot 5, witnessed by a found iron pipe 0.23 feet Southwest and 0.06 feet Northwest from corner; thence
5. along the same, North 45 degrees 11 minutes 40 seconds West 618.15 feet to a point corner to the same, witnessed by a found concrete monument 0.14 feet Southwest and 0.02 feet Northwest from corner;
6. along the same and along Block 246, Lot 6, South 39 degrees 38 minutes 02 seconds West 785.61 feet to a point in line of the aforementioned Lot 8, witnessed by a found iron pipe on corner; thence
7. along the line of Lot 8, North 47 degrees 41 minutes 58 seconds West 279.00 feet to the Point and Place of Beginning.
Being also known as (reported for informational purposes only):
Lot 1 Block 246, on the official tax map of the Township of Greenwich, County of Gloucester, State of New Jersey.
Tract III (Block 9, Lots 1-5, assessed with Block 8, Lot 4)
Beginning at a point in the Southerly line of Morse Street (33.00 feet wide) where the same is intersected by the Westerly line of Repauno Avenue (43.00 feet wide), said point having the following New Jersey State
Plane Coordinate values: North 363527.8591, East 269483.1432, witnessed by a pin & cap set on corner and from said point runs; thence
1. along said Westerly line of Repauno Avenue, South 02 degrees 53 minutes 25 seconds East 298.30 feet to a point common corner to Block 9, Lots 5 and 6, witnessed by a pin & cap set on corner; thence
2. along the same, South 87 degrees 06 minutes 35 seconds West 146.50 feet to a point common corner to Lots 5 and 6, witnessed by a pin & cap set on corner; thence
3. along Block 9, Lots 1 through 5, North 02 degrees 53 minutes 25 seconds West 298.30 feet to a point corner to Lot 1, witnessed by a pin & cap set on corner; thence
4. along the same, North 87 degrees 06 minutes 35 seconds East 146.50 feet to the Point and Place of Beginning.
Being also known as (reported for informational purposes only):
Lots 1-5 Block 9 (assessed with Lot 4, Block 8), on the official tax map of the Township of Greenwich, County of Gloucester, State of New Jersey.
NOTE: FOR INFORMATION ONLY: Tax Map of the Township of Greenwich, County of Gloucester, State of New Jersey
Being Block(s) 246, Lot(s) 1;
Block(s) 246, Lot(s) 6;
Block(s) 3, Lots(s) 8, 9, 10, 11 and 12
Block(s) 3, Lot(s) 21 and 27;
Block(s) 3, Lot(s) 37;
Block(s) 4, Lot(s) 1;
Block(s) 5, Lot(s) 3 xlot 5;
Block(s) 6, Lot(s) 2;
Block(s) 8, Lot(s) 1;
Block(s) 8, Lot(s) 2;
Block(s) 8, Lot(s) 3;
Block(s) 8, Lot(s) 4 xlot 4.01, 4.02, 5;
Block(s) 8, Lot(s) 4 Qual X;
Block(s) 9, Lot(s) 1, 2, 3, 4, 5
EXHIBIT B-1
Description of Cryo Site Land
Commencing at a point where the division line between Block 8, Lot 2 and Block 8, Lot 4 intersects the northeasterly line of Block 8, Lot 1 as shown on a plan entitled “Overall Survey of Property, Delaware River
Partners, LLC, formerly DuPont-Repauno Site, Greenwich Township, Gloucester County, New Jersey”, prepared by Adams, Rehmann & Heggan Associates, Inc., dated September 11, 2020, last revised May 17, 2022, and from said point of Commencement
running; thence;
A. Along said division line between Block 8, Lot 2 and Block 8, Lot 4, as shown on said plan, North 49°26’00” East, a distance of 1026.71 feet to the Point of Beginning, and running; thence
1. Along a line through Block 8, Lot 2, North 46°23'17" West, a distance of 733.65 feet to a point; thence
2. Continuing along the same, North 09°21'59" West, a distance of 83.99 feet to a point; thence
3. Continuing along the same and along a line through Block 8, Lot 4, North 42°39'13" East, a distance of 696.79 feet to a point; thence
4. Along a line through Block 8, Lot 4, North 54°03'26" East, a distance of 221.72 feet to a point; thence
5. Continuing along the same, South 26°14'28" East, a distance of 196.44 feet to a point; thence
6. Continuing along the same, South 63°45'32" West, a distance of 62.19 feet to a point; thence
7. Continuing along the same, South 26°14'28" East, a distance of 141.13 feet to a point; thence
8. Continuing along the same, North 63°45'32" East, a distance of 62.19 feet to a point; thence
9. Continuing along the same, South 26°14'28" East, a distance of 669.27 feet to a point; thence
10. Continuing along the same, South 59°14'38" West, a distance of 642.28 feet to the Point of Beginning.
EXHIBIT B-2
Description of Cryo Site Access Area
Commencing at a point where the division line between Block 8, Lot 2 and Block 8, Lot 4 intersects the northeasterly line of Block 8, Lot 1 as shown on a plan entitled “Overall Survey of Property,
Delaware River Partners, LLC, formerly DuPont-Repauno Site, Greenwich Township, Gloucester County, New Jersey”, prepared by Adams, Rehmann & Heggan Associates, Inc., dated September 11, 2020, last revised May 17, 2022, and from said point of
Commencement running; thence;
A. Along said division line between Block 8, Lot 2 and Block 8, Lot 4, as shown on said plan, North 49°26’00” East, a distance
of 1026.71 feet to the Point of Beginning, and running; thence
B. Along a line through Block 8, Lot 2, said line being the westerly line of a proposed cryogenic tank lease area, North
46°23'17" West, a distance of 733.65 feet to a point; thence
C. Continuing along the same, North 09°21'59" West, a distance of 83.99 feet to a point; thence
D. Continuing along the same and along a line through Block 8, Lot 4, North 42°39'13" East, said line being the northerly line
of said proposed cryogenic lease area, a distance of 696.79 feet to a point; thence
E. Along a line through Block 8, Lot 4, along said northerly line, North 54°03'26" East, a distance of 221.72 feet to a point;
thence
F. Continuing along the same, said line being the easterly line of said cryogenic tank lease area, South 26°14’28" East, a
distance of 80.26 feet to the Point of Beginning, and running; thence
1. Along a line through Block 8, Lot 4, through Block 8, Lot 3, and continuing through Block 8, Lot 4, North 63°33'30" East, a
distance of 367.04 feet to a point; thence
2. Along a line through Block 8, Lot 4, North 69°20'41" East, a distance of 21.26 feet to a point; thence
3. Continuing along the same, South 85°48'08" East, a distance of 128.80 feet to a point; thence
4. Continuing along the same, North 10°13'24" West, a distance of 60.99 feet to a point; thence
5. Continuing along the same, North 79°46'36" East, a distance of 202.38 feet to a point; thence
6. Continuing along the same, North 10°13'24" West, a distance of 30.83 feet to a point; thence
7. Continuing along the same, North 79°46'36" East, a distance of 447.26 feet to a point; thence
8. Continuing along the same, North 10°13'24" West, a distance of 92.88 feet to a point; thence
9. Continuing along the same, North 87°49'55" East, a distance of 944.43 feet to a point; thence
10. Continuing along the same, North 83°47'00" East, a distance of 571.05 feet to a point; thence
11. Continuing along the same, North 01°13'10" West, a distance of 19.85 feet to a point; thence
12. Continuing along the same, South 89°44'26" East, a distance of 646.97 feet to a point; thence
13. Continuing along the same and along a line through Block 8, Lot 4.02, North 00°49'47" East, a distance of 295.62 feet to a
point; thence
14. Along a line through Block 8, Lot 4.02, North 89°10'13" West, a distance of 61.94 feet to a point; thence
15. Continuing along the same, North 00°49’47” East, a distance of 45.00 feet to a point; thence
16. Continuing along the same, South 89°10’13” East, a distance of 127.00 feet to a point; thence
17. Continuing along the same, South 00°49’47” West, a distance of 45.00 feet to a point; thence
18. Continuing along the same, North 89°10’13” West, a distance of 43.06 feet to a point; thence
19. Continuing along the same and along a line through Block 8, Lot 4, South 00°49'47" West, a distance of 317.40 feet to a
point; thence
20. Along a line through Block 8, Lot 4, North 89°44'26" West, a distance of 646.18 feet to a point; thence
21. Continuing along the same, South 01°13'10" East, a distance of 17.43 feet to a point; thence
22. Continuing along the same, South 83°47'00" West, a distance of 591.99 feet to a point; thence
23. Continuing along the same, South 87°49'55" West, a distance of 919.88 feet to a point; thence
24. Continuing along the same, South 10°13'24" East, a distance of 89.54 feet to a point; thence
25. Continuing along the same, South 79°46'36" West, a distance of 447.26 feet to a point; thence
26. Continuing along the same, South 10°13'24" East, a distance of 30.83 feet to a point; thence
27. Continuing along the same, South 79°46'36" West, a distance of 202.38 feet to a point; thence
28. Continuing along the same, South 10°13'24" East, a distance of 67.36 feet to a point; thence
29. Continuing along the same, North 85°48'08" West, a distance of 152.32 feet to a point; thence
30. Continuing along the same, South 69°20'41" West, a distance of 15.30 feet to a point; thence
31. South 63°33'30" West, a distance of 366.00 feet to a point on the aforementioned easterly line of said cryogenic tank lease
area; thence
32. Along said easterly line, North 26°08'40" West, a distance of 22.00 feet to the Point of Beginning.
EXHIBIT C
Description of Cavern Leasehold Land
Commencing at an iron pin with cap where the northerly line of New Jersey State Highway Route 44 (a.k.a. West Broad Street, width varies) is intersected by division line between Block 8, Lot 4 and Block 37, Lot 4
as shown on a plan entitled “Overall Survey of Property, Delaware River Partners, LLC, formerly DuPont-Repauno Site, Greenwich Township, Gloucester County, New Jersey”, prepared by Adams, Rehmann & Heggan Associates, Inc., dated September 11,
2020, last revised May 17, 2022, and from said point of Commencement running; thence;
A. Along said division line, North 43°54'06" East, a distance of 658.39 feet to a point of curvature; thence
B. Along a curve to the right having a radius of 1466.00 feet, an arc length of 524.62 feet, a central angle of 20°30'14", a chord bearing North 54°09'12" East, and a chord distance of 521.83 feet to a point of
non-tangent curvature marked by an iron pin with cap where said division line is intersected by the division line between said Block 8, Lot 4 and Block 8, Lot 7; thence
C. Along the division line between said Block 8, Lot 4 and Block 8, Lot 7, along a curve to the left having a radius of 419.00 feet, an arc length of 424.23 feet, a central angle of 58°00'40", a chord bearing North
05°44'09" East, and a chord distance of 406.34 feet to an iron pin with cap; thence
D. Along a tie line through Block 8, Lot 4, North 22°17'37" West, a distance of 5134.15 feet to the Point of Beginning, and running; thence
1. Along a line through Block 8, Lot 4, North 33°07'49" West, a distance of 86.48 feet to a point; thence
2. Continuing along the same, North 35°29'41" West, a distance of 51.23 feet to a point; thence
3. Continuing along the same, North 57°54'19" West, a distance of 26.81 feet to a point; thence
4. Continuing along the same, South 89°26'08" West, a distance of 19.19 feet to a point; thence
5. Continuing along the same, North 54°45'38" West, a distance of 159.01 feet to a point; thence
6. Continuing along the same, North 85°19'00" West, a distance of 50.99 feet to a point; thence
7. Continuing along the same, South 63°50'30" West, a distance of 169.84 feet to a point; thence
8. Continuing along the same, North 25°54'54" West, a distance of 108.40 feet to a point; thence
9. Continuing along the same, North 25°09'09" West, a distance of 47.45 feet to a point; thence
10. Continuing along the same, South 61°04'34" West, a distance of 24.42 feet to a point; thence
11. Continuing along the same, North 28°55'26" West, a distance of 24.85 feet to a point; thence
12. Continuing along the same, North 60°30'01" East, a distance of 24.24 feet to a point; thence
13. Continuing along the same, North 26°17'28" West, a distance of 124.60 feet to a point; thence
14. Continuing along the same, North 28°09'32" West, a distance of 260.98 feet to a point; thence
15. Continuing along the same, North 59°33'54" West, a distance of 178.50 feet to a point; thence
16. Continuing along the same, North 32°12'07" West, a distance of 70.55 feet to a point; thence
17. Continuing along the same, North 29°45'58" West, a distance of 9.08 feet to a point; thence
18. Continuing along the same and continuing through Block 8, Lot 3, North 08°26'47" West, a distance of 91.66 feet to a point; thence
19. Along a line through Block 8, Lot 3, North 04°41'47" West, a distance of 16.48 feet to a point; thence
20. Continuing along the same, North 71°53'21" East, a distance of 36.35 feet to a point; thence
21. Continuing along the same, South 18°07'19" East, a distance of 19.10 feet to a point; thence
22. Continuing along the same, North 71°54'38" East, a distance of 16.78 feet to a point; thence
23. Continuing along the same, North 18°04'02" West, a distance of 3.45 feet to a point; thence
24. Continuing along the same, North 71°53'57" East, a distance of 10.85 feet to a point; thence
25. Continuing along the same, North 18°06'59" West, a distance of 16.50 feet to a point; thence
26. Continuing along the same, North 72°05'33" East, a distance of 49.58 feet to a point; thence
27. Continuing along the same, North 73°58'30" East, a distance of 21.78 feet to a point; thence
28. Continuing along the same and continuing through Block 8, Lot 4, South 85°11'57" East, a distance of 101.59 feet to a point; thence
29. Along a line through Block 8, Lot 4, South 85°48'08" East, a distance of 117.24 feet to a point; thence
30. Continuing along the same, South 01°28'15" West, a distance of 105.54 feet to a point; thence
31. Continuing along the same, South 51°57'53" East, a distance of 19.86 feet to a point; thence
32. Continuing along the same, South 26°32'24" East, a distance of 96.51 feet to a point; thence
33. Continuing along the same, South 27°02'36" East, a distance of 177.58 feet to a point; thence
34. Continuing along the same, South 27°20'38" East, a distance of 62.05 feet to a point; thence
35. Continuing along the same, South 56°28'26" East, a distance of 153.11 feet to a point; thence
36. Continuing along the same, North 63°48'23" East, a distance of 127.58 feet to a point; thence
37. Continuing along the same, South 31°16'37" East, a distance of 38.45 feet to a point; thence
38. Continuing along the same, South 63°19'10" East, a distance of 95.88 feet to a point of non-tangent curvature; thence
39. Continuing along the same, along a curve to the right having a radius of 75.00 feet, an arc length of 102.10 feet, a central angle of 78°00'00", a chord bearing South 60°16'15" East, and a chord distance of
94.40 feet to a point of compound curvature; thence
40. Continuing along the same, along a curve to the right having a radius of 40.00 feet, an arc length of 23.04 feet, a central angle of 33°00'00", a chord bearing South 04°46'15" East, and a chord distance of
22.72 feet to a point of tangency; thence
41. Continuing along the same, South 11°43'45" West, a distance of 12.25 feet to a point; thence
42. Continuing along the same, South 20°18'12" West, a distance of 25.33 feet to a point; thence
43. Continuing along the same, South 20°16'50" East, a distance of 265.52 feet to a point; thence
44. Continuing along the same, South 56°52'11" West, a distance of 123.51 feet to the Point of Beginning.
EXHIBIT D
Description of Wharf Leasehold Land
Commencing at an iron pin with cap where the northerly line of New Jersey State Highway Route 44 (a.k.a. West Broad Street, width varies) is intersected by division line between Block 8, Lot 4 and Block 37, Lot 4
as shown on a plan entitled “Overall Survey of Property, Delaware River Partners, LLC, formerly DuPont-Repauno Site, Greenwich Township, Gloucester County, New Jersey”, prepared by Adams, Rehmann & Heggan Associates, Inc., dated September 11,
2020, last revised May 17, 2022, and from said point of Commencement running; thence;
A. Along said division line, North 43°54'06" East, a distance of 658.39 feet to a point of curvature; thence
B. Along a curve to the right having a radius of 1466.00 feet, an arc length of 524.62 feet, a central angle of 20°30'14", a chord bearing North 54°09'12" East, and a chord distance of 521.83 feet to a point of
non-tangent curvature marked by an iron pin with cap where said division line is intersected by the division line between said Block 8, Lot 4 and Block 8, Lot 7; thence
C. Along the division line between said Block 8, Lot 4 and Block 8, Lot 7, along a curve to the left having a radius of 419.00 feet, an arc length of 424.23 feet, a central angle of 58°00'40", a chord bearing North
05°44'09" East, and a chord distance of 406.34 feet to an iron pin with cap; thence
D. Along a tie line through Block 8, Lot 4, North 01°38'17" West, a distance of 6086.81 feet to the Point of Beginning, and running; thence
1. Along a line through Block 8, Lot 4, North 00°04'17" West, a distance of 160.31 feet to a point; thence
2. Continuing through the same, North 49°38'07" West, a distance of 10.65 feet to a point on the division line between Block 8, Lot 4 and Block 8, Lot 4.02; thence
3. Along said division line, South 41°50'22" West, a distance of 42.73 feet to a point; thence
4. Continuing along the same, South 63°25'52" West, a distance of 8.34 feet to a point; thence
5. Continuing along the same, South 53°07'34" West, a distance of 6.27 feet to a point; thence
6. Continuing along the same, South 71°33'40" West, a distance of 1.87 feet to a point; thence
7. Continuing along the same, South 63°25'52" West, a distance of 8.90 feet to a point; thence
8. Continuing along the same, South 56°18'22" West, a distance of 7.99 feet to a point; thence
9. Continuing along the same, South 53°24'08" West, a distance of 0.34 foot to a point; thence
10. Continuing along the same, South 66°53'10" West, a distance of 5.16 feet to a point; thence
11. Continuing along the same, South 59°01'56" West, a distance of 3.72 feet to a point; thence
12. Continuing along the same, South 71°41'25" West, a distance of 9.23 feet to a point; thence
13. Continuing along the same, South 66°47'51" West, a distance of 9.01 feet to a point; thence
14. Continuing along the same, South 68°29'30" West, a distance of 3.32 feet to a point; thence
15. Continuing along the same, South 89°59'46" West, a distance of 1.72 feet to a point; thence
16. Continuing along the same, South 63°25'52" West, a distance of 16.30 feet to a point; thence
17. Continuing along the same, South 68°29'30" West, a distance of 3.29 feet to a point; thence
18. Continuing along the same, South 68°11'41" West, a distance of 7.59 feet to a point; thence
19. Continuing along the same, South 63°25'52" West, a distance of 9.66 feet to a point; thence
20. Continuing along the same, South 56°18'22" West, a distance of 5.70 feet to a point; thence
21. Continuing along the same, South 79°50'33" West, a distance of 10.76 feet to a point; thence
22. Continuing along the same, South 66°47'51" West, a distance of 5.50 feet to a point; thence
23. Continuing along the same, North 89°45'30" West, a distance of 5.51 feet to a point; thence
24. Continuing along the same, South 71°33'40" West, a distance of 6.31 feet to a point; thence
25. Continuing along the same, North 89°43'03" West, a distance of 4.84 feet to a point; thence
26. Continuing along the same, South 78°41'10" West, a distance of 9.37 feet to a point; thence
27. Continuing along the same, South 80°32'02" West, a distance of 0.95 foot to a point; thence
28. Continuing along the same, North 89°34'27" West, a distance of 6.87 feet to a point; thence
29. Continuing along the same, South 74°03'03" West, a distance of 7.47 feet to a point; thence
30. Continuing along the same, South 89°59'46" West, a distance of 4.97 feet to a point; thence
31. Continuing along the same, South 76°21'54" West, a distance of 10.27 feet to a point; thence
32. Continuing along the same, South 75°57'35" West, a distance of 11.21 feet to a point; thence
33. Continuing along the same, South 79°01'02" West, a distance of 3.08 feet to a point; thence
34. Continuing along the same, South 80°34'48" West, a distance of 1.31 feet to a point; thence
35. Continuing along the same, South 73°47'56" West, a distance of 11.53 feet to a point; thence
36. Continuing along the same, South 76°34'15" West, a distance of 14.18 feet to a point; thence
37. Continuing along the same, North 87°43'51" West, a distance of 18.90 feet to a point; thence
38. Continuing along the same, South 88°52'22" West, a distance of 30.44 feet to a point; thence
39. Continuing along the same, North 86°21'01" West, a distance of 8.09 feet to a point; thence
40. Along the westerly line of Block 8, lot 4.02, North 01°30'10" East, a distance of 549.33 feet to a point; thence
41. Along the northerly line of Block 8, Lot 4.02, said line being the pierhead and bulkhead line adopted October 16, 1916, North 87°56'35" East, a distance of 327.77 feet to a point; thence
42. Continuing along the same, South 79°36'47" East, a distance of 627.45 feet to a point; thence
43. Along the easterly line of Block 8, Lot 4.02, South 01°26'41" West, a distance of 182.90 feet to a point; thence
44. Along the northerly line of a riparian easement filed with the Bureau of Tidelands Management of the D.E.P., File No. 0807-16-0001.2 TD1170001, North 90°00'00" East, a distance of 306.19 feet to a point; thence
45. Along the easterly line of said riparian easement, South 00°00'00" East, a distance of 95.00 feet to a point; thence
46. Along the southerly line of said riparian easement, North 90°00'00" West, a distance of 308.86 feet to a point on the aforementioned easterly line of Block 8, Lot 4.02; thence
47. Along said easterly line of Block 8, Lot 4.02, South 01°30'10" West, a distance of 352.89 feet to a point on the aforementioned division line between Block 8, Lot 4 and Block 8, Lot 4.02; thence
48. Along said division line, North 71°34'08" West, a distance of 0.47 foot to a point; thence
49. Continuing along the same, North 71°03'17" West, a distance of 3.17 feet to a point; thence
50. Continuing along the same, North 56°18'50" West, a distance of 3.61 feet to a point; thence
51. Continuing along the same, North 66°48'19" West, a distance of 7.62 feet to a point; thence
52. Continuing along the same, North 75°58'04" West, a distance of 4.12 feet to a point; thence
53. Continuing along the same, North 63°16'02" West, a distance of 8.96 feet to a point; thence
54. Continuing along the same, North 75°55'01" West, a distance of 8.22 feet to a point; thence
55. Continuing along the same, North 74°44'31" West, a distance of 3.84 feet to a point; thence
56. Continuing along the same, North 78°11'41" West, a distance of 3.30 feet to a point; thence
57. Continuing along the same, North 83°36'37" West, a distance of 3.08 feet to a point; thence
58. Continuing along the same, North 78°41'38" West, a distance of 5.10 feet to a point; thence
59. Continuing along the same, North 71°34'08" West, a distance of 3.16 feet to a point; thence
60. Continuing along the same, North 75°33'50" West, a distance of 4.13 feet to a point; thence
61. Continuing along the same, North 63°26'20" West, a distance of 6.71 feet to a point; thence
62. Continuing along the same, North 71°34'08" West, a distance of 6.32 feet to a point; thence
63. Continuing along the same, North 53°07'30" West, a distance of 7.33 feet to a point; thence
64. Continuing along the same, North 63°28'05" West, a distance of 3.23 feet to a point; thence
65. Continuing along the same, North 69°06'22" West, a distance of 4.38 feet to a point; thence
66. Continuing along the same, North 56°20'59" West, a distance of 3.04 feet to a point; thence
67. Continuing along the same, North 49°48'06" West, a distance of 2.05 feet to a point; thence
68. Continuing along the same, North 58°16'34" West, a distance of 2.97 feet to a point; thence
69. Continuing along the same, North 70°51'02" West, a distance of 2.93 feet to a point; thence
70. Continuing along the same, North 46°26'24" West, a distance of 3.49 feet to a point; thence
71. Continuing along the same, North 45°57'05" West, a distance of 5.36 feet to a point; thence
72. Continuing along the same, North 58°42'26" West, a distance of 3.24 feet to a point; thence
73. Continuing along the same, North 46°57'12" West, a distance of 4.85 feet to a point; thence
74. Continuing along the same, North 45°00'14" West, a distance of 2.83 feet to a point; thence
75. Continuing along the same, North 63°05'46" West, a distance of 4.49 feet to a point; thence
76. Continuing along the same, North 56°18'50" West, a distance of 10.82 feet to a point; thence
77. Continuing along the same, North 63°26'20" West, a distance of 4.47 feet to a point; thence
78. Continuing along the same, North 55°47'18" West, a distance of 3.63 feet to a point; thence
79. Continuing along the same, North 44°34'15" West, a distance of 2.81 feet to a point; thence
80. Continuing along the same, North 63°26'20" West, a distance of 4.47 feet to a point; thence
81. Continuing along the same, North 53°08'02" West, a distance of 5.00 feet to a point; thence
82. Continuing along the same, North 63°12'36" West, a distance of 6.72 feet to a point; thence
83. Continuing along the same, North 51°20'39" West, a distance of 1.70 feet to a point; thence
84. Along a line through Block 8, Lot 4. South 45°00'00" East, a distance of 87.88 feet to a point; thence
85. Continuing through the same, South 45°00'00" West, a distance of 5.77 feet to a point; thence
86. Continuing through the same, North 59°53'25" West, a distance of 9.67 feet to a point; thence
87. Continuing through the same, North 46°21'21" West, a distance of 115.38 feet to a point; thence
88. Continuing through the same, North 00°00'00" West, a distance of 23.52 feet to a point; thence
89. Continuing through the same, North 89°44'26" West, a distance of 464.77 feet to the Point of Beginning.
EXHIBIT E
Description of Port & Rail Leasehold Land
Commencing at an iron pin with cap where the northerly line of New Jersey State Highway Route 44 (a.k.a. West Broad Street, width varies) is intersected by division line between Block 8, Lot 4 and Block 37, Lot 4
as shown on a plan entitled “Overall Survey of Property, Delaware River Partners, LLC, formerly DuPont-Repauno Site, Greenwich Township, Gloucester County, New Jersey”, prepared by Adams, Rehmann & Heggan Associates, Inc., dated September 11,
2020, last revised May 17, 2022, and from said point of Commencement running; thence;
A. Along said division line, North 43°54'06" East, a distance of 658.39 feet to a point of curvature; thence
B. Along a curve to the right having a radius of 1466.00 feet, an arc length of 524.62 feet, a central angle of 20°30'14", a chord bearing North 54°09'12" East, and a chord distance of 521.83 feet to a point of
non-tangent curvature marked by an iron pin with cap where said division line is intersected by the division line between said Block 8, Lot 4 and Block 8, Lot 7; thence
C. Along the division line between said Block 8, Lot 4 and Block 8, Lot 7, along a curve to the left having a radius of 419.00 feet, an arc length of 424.23 feet, a central angle of 58°00'40", a chord bearing North
05°44'09" East, and a chord distance of 406.34 feet to an iron pin with cap; thence
D. Along a tie line through Block 8, Lot 4, North 24°42'40" West, a distance of 4091.89 feet to the Point of Beginning, and running; thence
1. Along a line through Block 8, Lot 4, North 15°20'48" West, a distance of 62.17 feet to a point; thence
2. Continuing through the same, North 26°25'51" West, a distance of 170.50 feet to a point; thence
3. Continuing through the same, North 72°44'11" East, a distance of 25.94 feet to a point; thence
4. Continuing through the same, North 02°10'49" East, a distance of 341.18 feet to a point of non-tangent curvature; thence
5. Continuing through the same, along a curve to the left having a radius of 635.58 feet, an arc length of 213.80 feet, a central angle of 19°16'25", a chord bearing North 03°41'00" West, and a chord distance of
212.80 feet to a point of nontangency; thence
6. Continuing through the same, North 10°18'50" West, a distance of 300.70 feet to a point; thence
7. Continuing through the same, North 09°21'08" West, a distance of 544.30 feet to a point; thence
8. Continuing through the same, North 10°42'45" West, a distance of 537.70 feet to a point; thence
9. Continuing through the same, South 79°46'36" West, a distance of 285.39 feet to a point; thence
10. Continuing through the same, South 10°13'24" East, a distance of 30.83 feet to a point; thence
11. Continuing through the same, South 79°46'36" West, a distance of 53.39 feet to a point; thence
12. Continuing through the same, South 17°40'41" East, a distance of 159.21 feet to a point; thence
13. Continuing through the same, South 74°13'40" West, a distance of 154.65 feet to a point; thence
14. Continuing through the same, South 07°57'19" West, a distance of 26.88 feet to a point; thence
15. Continuing through the same, South 25°18'23" East, a distance of 81.63 feet to a point; thence
16. Continuing through the same, South 67°11'58" West, a distance of 32.32 feet to a point; thence
17. Continuing through the same, North 27°02'09" West, a distance of 38.99 feet to a point; thence
18. Continuing through the same, North 26°32'24" West, a distance of 96.51 feet to a point; thence
19. Continuing through the same, North 51°57'53" West, a distance of 19.86 feet to a point; thence
20. Continuing through the same, North 01°28'15" East, a distance of 105.54 feet to a point; thence
21. Continuing through the same, South 85°48'08" East, a distance of 11.56 feet to a point; thence
22. Continuing through the same, North 10°13'24" West, a distance of 60.99 feet to a point; thence
23. Continuing through the same, North 79°46'36" East, a distance of 202.38 feet to a point; thence
24. Continuing through the same, North 10°13'24" West, a distance of 30.83 feet to a point; thence
25. Continuing through the same, North 79°46'36" East, a distance of 447.26 feet to a point; thence
26. Continuing through the same, North 10°13'24" West, a distance of 92.88 feet to a point; thence
27. Continuing through the same, North 87°49'55" East, a distance of 944.43 feet to a point; thence
28. Continuing through the same, North 83°47'00" East, a distance of 571.05 feet to a point; thence
29. Continuing through the same, North 01°13'10" West, a distance of 19.85 feet to a point; thence
30. Continuing through the same, South 89°44'26" East, a distance of 218.79 feet to a point; thence
31. Continuing through the same, South 00°04'17" East, a distance of 22.00 feet to a point; thence
32. Continuing through the same, North 89°44'26" West, a distance of 196.34 feet to a point; thence
33. Continuing through the same, South 01°13'10" East, a distance of 17.43 feet to a point; thence
34. Continuing through the same, South 83°47'00" West, a distance of 591.99 feet to a point; thence
35. Continuing through the same, South 87°49'55" West, a distance of 919.88 feet to a point; thence
36. Continuing through the same, South 10°13'24" East, a distance of 68.13 feet to a point; thence
37. Continuing through the same, North 78°49'20" East, a distance of 102.43 feet to a point; thence
38. Continuing through the same, North 87°24'32" East, a distance of 28.37 feet to a point; thence
39. Continuing through the same, South 10°30'29" East, a distance of 1337.79 feet to a point of non-tangent curvature; thence
40. Continuing through the same, along a curve to the right having a radius of 746.35 feet, an arc length of 334.95 feet, a central angle of 25°42'47", a chord bearing South 00°49'04" East, and a chord distance of
332.14 feet to a point of nontangency; thence
41. Continuing through the same, South 23°05'04" West, a distance of 350.40 feet to a point of non-tangent curvature; thence
42. Continuing through the same, along a curve to the left having a radius of 418.74 feet, an arc length of 218.46 feet, a central angle of 29°53'27", a chord bearing South 04°55'20" West, and a chord distance of
215.99 feet to a point of nontangency; thence
43. Continuing through the same, South 04°01'52" East, a distance of 10.93 feet to a point; thence
44. Continuing through the same, South 86°21'27" West, a distance of 18.82 feet to a point; thence
45. Continuing through the same, South 79°51'40" West, a distance of 49.37 feet to the Point of Beginning.
EXHIBIT F
Description of Bullet Tank Land
Commencing at an iron pin with cap where the northerly line of New Jersey State Highway Route 44 (a.k.a. West Broad Street, width varies) is intersected by division line between Block 8, Lot 4 and Block 37, Lot 4
as shown on a plan entitled “Overall Survey of Property, Delaware River Partners, LLC, formerly DuPont-Repauno Site, Greenwich Township, Gloucester County, New Jersey”, prepared by Adams, Rehmann & Heggan Associates, Inc., dated September 11,
2020, last revised May 17, 2022, and from said point of Commencement running; thence;
A. Along said division line, North 43°54'06" East, a distance of 658.39 feet to a point of curvature; thence
B. Along a curve to the right having a radius of 1466.00 feet, an arc length of 524.62 feet, a central angle of 20°30'14", a chord bearing North 54°09'12" East, and a chord distance of 521.83 feet to a point of
non-tangent curvature marked by an iron pin with cap where said division line is intersected by the division line between said Block 8, Lot 4 and Block 8, Lot 7; thence
C. Along the division line between said Block 8, Lot 4 and Block 8, Lot 7, along a curve to the left having a radius of 419.00 feet, an arc length of 424.23 feet, a central angle of 58°00'40", a chord bearing North
05°44'09" East, and a chord distance of 406.34 feet to an iron pin with cap; thence
D. Along a tie line through Block 8, Lot 4, North 26°06'06" West, a distance of 2761.21 feet to the Point of Beginning, and running; thence
1. Along a line through Block 8, Lot 4, South 63°46'08" West, a distance of 212.24 feet to a point; thence
2. Continuing along the same, North 26°13'52" West, a distance of 260.83 feet to a point; thence
3. Continuing along the same, North 63°46'08" East, a distance of 203.46 feet to a point; thence
4. Continuing along the same, South 28°09'32" East, a distance of 260.98 feet to the Point of Beginning.