CN-370000-PL269-T32.pdf

TASK ASSIGNMENT NOTIFICATION FORM

DEP CONTRACT NO. PL269

Task Assignment Number: PL269.032 BLA File Number: 328734 Date: July 10, 2023

Project Name: Natural Bridge Timberlands County: Jefferson/Leon Owner’s Name: American Land and AG Holdings, LLC.

Parcel ID No: Multiple (See attached) Acres: 5,454 Contractor: NORTHSTAR CONTRACTING GROUP, INC. FEID No: 13-3879343 Contractor Contract Manager: Pamela Jackson Phone Number: 850-531-9860 DEP Designated Task Manager: James Parker Phone Number: 850-245-3045 DEP Contract Manager: James Parker Phone Number: 850-245-3045 Subcontractors: (List, if any) ___________________________ MBE: ______ Yes No ___________________________________________________ MBE: ______ Yes No

Task Description (Use additional sheets if necessary):

Provide a Phase I Environmental Site Assessment for the above referenced parcel(s) as described in Exhibit “A” in accordance with Division of State Lands (DSL) standards which are attached as Exhibit “B” and in accordance with the cost estimate submitted on June 28, 2023 and attached as Exhibit “C”. In addition, the Contractor must comply with the most current American Society of Testing and Materials (ASTM) E2247standard. If the DSL standards and ASTM requirements for Phase I ESAs conflict, then the Contractor must perform to the more stringent of the requirements (ASTM scope and limitations will be provided to the Contractor upon request). The signatory on the report must be an “environmental professional”, as that term is defined by ASTM. Please be aware that DSL requires the contractor to conduct an AUL/lien search on its behalf, as outlined in the DSL Scope of Services.

Deviations:

The following deviations from DSL standards will be authorized: Submittal of DRAFT and FINAL products may be done electronically; paper copies will not be required. Two (2) compact discs containing the FINAL report will be required upon approval of the DRAFT product. No other deviations from the above-mentioned standards are allowed, unless in writing from the Division of State Lands.

Property Contacts The User Questionnaire is completed and attached. For property specific questions and property access contact the seller’s representative Julie Morris at 941-234-7201 or Jmorris@floridaconserve.org

Attachments: Exhibit “A”, Exhibit “B”, Exhibit “C” & User Questionnaire

DRAFT Products Due Date: August 25, 2023 Liquidated Damages Per Day Charge: $ 25.00

Task Assignment Type: Amount Not to Exceed:

Fee Schedule $ 5,775.90 Cost Reimbursement $ n/a Total Task Assignment Value $ 5,775.90

NORTHSTAR CONTRACTING GROUP, INC. FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION

Contract Manager Date DEP Contract Manager or designee Date

APPROVED:

Contractual Authority Date

Funding Authority Date

Funding Information:

James Parker

Digitally signed by James Parker Date: 2023.07.10 12:42:00 -04'00'

Digitally signed by Robbie Parrish Date: 2023.07.10 14:52:11 -04'00'

Amy Horton Digitally signed by Amy Horton Date: 2023.07.11 08:50:31 -04'00'

Pamela JW Jackson

Digitally signed by Pamela JW Jackson Date: 2023.07.11 09:56:22 -04'00' mailto:Jmorris@floridaconserve.org

Org. Code E. O. Fund Object Code Budget Entity Module Special Category Project # Year Amount

37102400000 QH 423001 131545 37100400 N/A 084108 FF10607 22 5,775.90

cc: Contracts Office (MS93)

Bureau of Finance & Accounting (MS75) 2 copies

29-Digit FLAIR Code: 37202423001371004000008410822

Performance Measure: DEP Contract Manager will review deliverable to ensure specifications were met.

Financial Consequences: DEP will not pay for unsatisfactory deliverables. Contractor shall be given the right to remedy at no cost to DEP.

FLORIDA DEPARTMENT OF

Environmental Protection

Marjory Stoneman Douglas Building 3900 Commonwealth Boulevard

Tallahassee, FL 32399

Ron DeSantis Governor

Jeanette Nuñez Lt. Governor

Shawn Hamilton Secretary

APPRAISAL MAP REVIEW MEMO

TO: Angel OConnor, GOC III Bureau of Real Estate Services

FROM: Jorge Alonso, PSM Signature: Jorge Alonso Bureau of Survey & Mapping Date: 03/27/2023

PROJECT NAME: Natural Bridge Timberlands

OWNER'S NAME: American Land and AG Holdings, LLC

PARCEL ID: (see Parcel ID list attached)

Sections 11, 12, 13, 14, 15, 16, 21, 22, 23, 24, 25, 26 & 27, Township 2 South, Range 2 East, Leon County AND Sections 7,18,19, 20, 29 & 30, Township 2 South, Range 3 East, Jefferson County.

COMMENTS: The parcel abuts private properties to the South and a portion to the East and also abuts State Managed Conservation Lands to the North, West and portions to the East as depicted on attached map.

AREAS: Total = 5,454 Acres +/- (2,237 ac wetlands; 3,217 ac uplands)

• The parcel does not appear to be waterfront.

• Title information dated February 15, 2023 has been reviewed.

• Legal and physical access is via Natural Bridge Road.

• The legal description was derived from the title information referenced above and is attached as Exhibit “A”.

• The boundaries, areas and wetlands were derived from the Florida Department of Revenue GIS Data and Leon and Jefferson Counties, GIS data.

The description, areas, boundary and encumbrances are subject to change with an accurate field survey and title insurance commitment.

12. FOR INFORMATIONAL PURPOSES ONLY: 2022 taxes were paid under receipt number 995-2022-0007221.0001, on November 28, 2022, Parcel/Account ID# 3412200500000, the gross amount being $659.83.

13. FOR INFORMATIONAL PURPOSES ONLY: 2022 taxes were paid under receipt number 995-2022-000722 l .0002, on November 28, 2022, Parcel/Account ID# 3413200500000, the gross amount being $1529.85.

14. FOR INFORMATIONAL PURPOSES ONLY: 2022 taxes were paid under receipt number 995-2022-000722 l .0003, on November 28, 2022, Parcel/Account ID# 3414200600000, the gross amount being $1170.89.

15. FOR INFORMATIONAL PURPOSES ONLY: 2022 taxes were paid under receipt number 995-2022-0007221.0004, on November 28, 2022, Parcel/Account ID# 3421200020000, the gross amount being $1642.61.

16. FOR INFORMATIONAL PURPOSES ONLY: 2022 taxes were paid under receipt number 995-2022-000722 l .0005, on November 28, 2022, Parcel/Account ID# 3422200020000, the gross amount being $1875.58.

17. FOR INFORMATIONAL PURPOSES ONLY: 2022 taxes were paid under receipt number 995-2022-0007221.0006, on November 28, 2022, Parcel/Account ID# 3423200020000, the gross amount being $1427.15.

18. FOR INFORMATIONAL PURPOSES ONLY: 2022 taxes were paid under receipt number 995-2022-0007221.0007, on November 28, 2022, Parcel/Account ID# 3423204620000, the gross amount being $100.59.

19. FOR INFORMATIONAL PURPOSES ONLY: 2022 taxes were paid under receipt number 995-2022-000722 l .0008, on November 28, 2022, Parcel/Account ID# 3423204630000, the gross amount being $594.18.

20. FOR INFORMATIONAL PURPOSES ONLY: 2022 taxes were paid under receipt number 995-2022-000722 l .0009, on November 28, 2022, Parcel/Account ID# 3424206010000, the gross amount being $1541.85.

21. FOR INFORMATIONAL PURPOSES ONLY: 2022 taxes were paid under receipt number 995-2022-0007221.0010, on November 28, 2022, Parcel/ Account ID# 3425202040000, the gross amount being $439 .17.

22. FOR INFORMATIONAL PURPOSES ONLY: 2022 taxes were paid under receipt number 995-2022-0007221.001 l, on November 28, 2022, Parcel/Account ID# 3426202200001, the gross amount being $60.47.

23. FOR INFORMATIONAL PURPOSES ONLY: 2022 taxes were paid under receipt number 995-2022-0007221.0012, on November 28, 2022, Parcel/Account ID# 3427204210001, the gross amount being $67.60.

24. FOR INFORMATIONAL PURPOSES ONLY: 2022 taxes were paid under receipt number 9806545, on November 28, 2022, Parcel/Account ID# 07-2S-3E-0000-0012-0000, the gross amount being $208.80.

25. FOR INFORMATIONAL PURPOSES ONLY: 2022 taxes were paid under receipt number 9806546, on November 28, 2022, Parcel/Account ID# 18-2S-3E-0000-0010-0000, the gross amount being $653.63.

26. FOR INFORMATIONAL PURPOSES ONLY: 2022 taxes were paid under receipt number 980654 7, on November 28, 2022, Parcel/Account ID# 19-2S-3E-0000-0010-0000, the gross amount being $423.70.

27. FOR INFORMATIONAL PURPOSES ONLY: 2022 taxes were paid under receipt number 9806548, on November 28, 2022, Parcel/Account ID# 19-2S-3E-0000-0012-0000, the gross amount being $1.43.

28. FOR INFORMATIONAL PURPOSES ONLY: 2022 taxes were paid under receipt number 9806549, on November 28, 2022, Parcel/Account ID# 20-2S-3E-0000-0010-0000, the gross amount being $100.55.

29. FOR INFORMATIONAL PURPOSES ONLY: 2022 taxes were paid under receipt number 9806550, on November 28, 2022, Parcel/Account ID# 30-2S-3E-0000-0010-0000, the gross amount being $308.77.

30. FOR INFORMATIONAL PURPOSES ONLY: 2022 taxes were paid under receipt number 9806551, on November 28, 2022, Parcel/Account ID# 30-2S-3E-0000-0014-0000, the gross amount being $27.35.

Leon County:

PARCELB

Exhibit A

Commence at a rod and cap marking the Southeast comer of Section 25, Township 2 South, Range 2 East, Leon County, Florida and run North 00 degrees 01 minutes 36 seconds East along the Easterly boundary of said Section 25 and the Leon County and Jefferson County Line a distance of 3468.92 feet to a rod and cap lying on the Northerly maintained right-of-way of Natural Bridge Road for the Point of Beginning. From said Point Of Beginning and leaving said Northerly maintained right of way continue North 00 degrees O I minutes 36 seconds East along the Easterly boundary of Section 24 & 25 and said county line 2,382.49 feet to a rod and cap centerline of a 30 foot wide roadway easement; thence run along said centerline as follows: North 11 degrees 46 minutes 30 seconds West, a distance of 155.51 feet to a rod and cap; thence North 13 degrees 10 minutes 12 seconds West, a distance of 256.06 feet to a rod and cap; thence North 10 degrees 09 minutes 58 seconds West, a distance of 149.34 feet to a rod and cap;

thence North 05 degrees 32 minutes 46 seconds West, a distance of 167.24 feet to a rod and cap; thence North 03 degrees 10 minutes 35 seconds West, a distance of 427.93 feet to a rod and cap; thence North 01 degrees 43 minutes 01 seconds West, a distance of 725.30 feet to a rod and cap; thence North 01 degrees 55 minutes 45 seconds West, a distance of 1,432.42 feet to a rod and cap; thence North 01 degrees 44 minutes 24 seconds West, a distance of 729 .50 feet to a rod and cap; thence North 02 degrees 06 minutes 59 seconds West, a distance of 725.10 feet to a rod and cap; thence North 02 degrees 06 minutes 59 seconds West 191.39 feet to a rod and cap; thence North 09 degrees 48 minutes 34 seconds West 75.06 feet to a rod and cap; thence North 22 degrees 49 minutes 27 seconds West 14.87 feet to a rod and cap;

thence North 39 degrees 36 minutes 31 seconds East 94.22 feet to a rod and cap being a point of curve to the right having a radius of 300.00 feet; thence Northeasterly along the arc, thru a central angle of 31 degrees 16 minutes 36 seconds, a distance of 163.76 feet, chord of said arc being North 55 degrees 14 minutes 49 seconds East 161.74 feet to a rod and cap; thence North 70 degrees 53 minutes 07 seconds East 118.00 feet to a rod and cap lying on the Easterly boundary line of Section 13, Township 2 South, Range 2 East, Leon County, Florida, said point also being the Leon County and Jefferson County line;

thence leaving said centerline run North 00 degrees 05 minutes 10 seconds East along the Easterly boundary lines of Sections 12 and 13 and said county line for a distance of 7,641.16 feet to a point lying on the centerline of a 50 foot wide roadway easement; thence leaving said county line run along said centerline as follows: North 78 degrees 45 minutes 12 seconds West 706.67 feet to a rod and cap; thence North 82 degrees 51 minutes 36 seconds West 107.99 feet to a rod and cap; thence South 87 degrees 42 minutes 27 seconds West 118.49 feet to a rod and cap; thence South 81 degrees 52 minutes 16 seconds West 182.59 feet to a rod and cap; thence South 79 degrees 47 minutes 27 seconds West 532.46 feet to a rod and cap; thence South 79 degrees 49 minutes 54 seconds West 573.55 feet to a rod and cap; thence South 85 degrees 18 minutes 34 seconds West 85.05 feet to a rod and cap; thence South 88 degrees 34

Alonso_J Typewritten Text Natural Bridge Timberlands American Land and AG Holdings, LLC Leon and Jefferson Counties minutes 43 seconds West 1360.96 feet to a rod and cap; thence South 82 degrees 21 minutes 58 seconds West 111.45 feet to a rod and cap; thence South 69 degrees 44 minutes 22 seconds West 111.82 feet to a rod and cap; thence South 66 degrees 46 minutes 19 seconds West 780.35 feet to a rod and cap; thence South 64 degrees 14 minutes 37 seconds West 95.84 feet to a rod and cap; thence South 59 degrees 02 minutes 38 seconds West 98.61 feet to a rod and cap; thence South 47 degrees 49 minutes 00 seconds West 116.57 feet to a rod and cap; thence South 38 degrees 13 minutes 52 seconds West 1112.62 feet to a rod and cap; thence South 42 degrees 01 minutes 32 seconds West 94.52 feet to a rod and cap; thence South 50 degrees 46 minutes 17 seconds West 95.34 feet to a rod and cap; thence South 56 degrees 01 minutes 44 seconds West 570.99 feet to a rod and cap; thence South 65 degrees 15 minutes 25 seconds West 124.82 feet to a rod and cap; thence South 71 degrees 19 minutes 12 seconds West 687.15 feet to a rod and cap; thence South 68 degrees 52 minutes 50 seconds West 147.03 feet to a rod and cap; thence

South 65 degrees 35 minutes 56 seconds West 350.84 feet to a rod and cap; thence South 27 degrees 58 minutes 4 7 seconds East 102. 79 feet to a rod and cap; thence South 31 degrees 15 minutes 11 seconds East 97.40 feet to a rod and cap; thence South 19 degrees 38 minutes 27 seconds East 89.74 feet to a rod and cap; thence South 36 degrees 19 minutes 10 seconds East 58.44 feet to a rod and cap; thence South 46 degrees 29 minutes 32 seconds East 204.12 feet to a rod and cap; thence South 57 degrees 49 minutes 24 seconds East 158.15 feet to a rod and cap; thence South 73 degrees 03 minutes 05 seconds East 71.67 feet to a rod and cap; thence South 74 degrees 33 minutes 48 seconds East 133.58 feet to a rod and cap; thence South 59 degrees 34 minutes 18 seconds East 118.02 feet to a rod and cap; thence South 38 degrees 57 minutes 18 seconds East 85.27 feet to a rod and cap; thence South 24 degrees 57 minutes 57 seconds East

91.15 feet to a rod and cap; thence South 17 degrees 12 minutes 52 seconds East 347.84 feet to a rod and cap; thence South 16 degrees 39 minutes 39 seconds East 188.75 feet to a rod and cap; thence South 11 degrees 11 minutes 02 seconds East 200.34 feet to a rod and cap; thence South 19 degrees 19 minutes 23 seconds East 267.96 feet to a rod and cap; thence South 07 degrees 22 minutes 51 seconds West 175.14 feet to a rod and cap; thence South 16 degrees 46 minutes 51 seconds West 235.45 feet to a rod and cap;

thence South 03 degrees 42 minutes 23 seconds West 120.86 feet to a rod and cap; thence South 20 degrees 33 minutes 55 seconds West 36.09 feet to a rod and cap; thence South 52 degrees 41 minutes 24 seconds West 46.57 feet to a rod and cap; thence South 80 degrees 18 minutes 20 seconds West 102.49 feet to a rod and cap; thence South 68 degrees 26 minutes 28 seconds West 49.87 feet to a rod and cap;

thence South 57 degrees 35 minutes 27 seconds West 121.43 feet to a rod and cap; thence South 47 degrees 03 minutes 04 seconds West 46 .21 feet to a rod and cap; thence South 31 degrees 18 minutes 3 6 seconds West 55.03 feet to a rod and cap; thence South 14 degrees 10 minutes 37 seconds West 147.29 feet to a rod and cap; thence South 27 degrees 00 minutes 50 seconds West 45.87 feet to a rod and cap;

thence South 45 degrees 3 7 minutes 31 seconds West 80.65 feet to a rod and cap; thence South 66 degrees 51 minutes 17 seconds West 49.46 feet to a rod and cap; thence North 69 degrees 52 minutes 47 seconds West 127.60 feet to a rod and cap; thence North 47 degrees 53 minutes 46 seconds West 52.07 feet to a rod and cap; thence North 27 degrees 06 minutes 52 seconds West 109.60 feet to a rod and cap; thence

Alonso_J Typewritten Text Natural River Timberlands American Land and AG Holdings, LLC

North 44 degrees 57 minutes 27 seconds West 117.52 feet to a rod and cap; thence North 42 degrees 42 minutes 19 seconds West 145.61 feet to a rod and cap; thence North 51 degrees 08 minutes 49 seconds West 120.41 feet to a rod and cap; thence North 39 degrees 09 minutes 26 seconds West 127.91 feet to a rod and cap; thence North 55 degrees 57 minutes 53 seconds West 61.31 feet to a rod and cap; thence North 66 degrees 37 minutes 54 seconds West 120.47 feet to a rod and cap; thence North 49 degrees 22 minutes 21 seconds West 38.00 feet to a rod and cap; thence North 38 degrees 54 minutes 34 seconds West 114.72 feet to a rod and cap; thence North 48 degrees 43 minutes 48 seconds West 152.75 feet to a rod and cap; thence North 52 degrees 28 minutes 58 seconds West 103.35 feet to a rod and cap; thence North 25 degrees 10 minutes 05 seconds West 137.05 feet to a rod and cap; thence North 35 degrees 24 minutes 31 seconds West 94.60 feet to a rod and cap; thence North 27 degrees 26 minutes 34 seconds West 162.83 feet to a rod and cap; thence North 20 degrees 54 minutes 30 seconds West 159.21 feet to a rod and cap; thence North 35 degrees 25 minutes 01 seconds West 42.34 feet to a rod and cap; thence North 53 degrees 14 minutes 50 seconds West 83.43 feet to a rod and cap; thence North 47 degrees 23 minutes 26 seconds West 41.17 feet to a rod and cap; thence North 32 degrees 35 minutes 36 seconds West 198.04 feet to a rod and cap; thence North 37 degrees 31 minutes 03 seconds West 79.46 feet to a rod and cap; thence North 44 degrees 57 minutes 51 seconds West 107.43 feet to a rod and cap; thence North 37 degrees 18 minutes 24 seconds West 179.33 feet to a rod and cap; thence North 37 degrees 48 minutes 42 seconds West 154.99 feet to a rod and cap; thence North 51 degrees 11 minutes 3 8 seconds

West 98.72 feet to a rod and cap; thence South 20 degrees 04 minutes 34 seconds West 849.70 feet to a rod and cap; thence South 19 degrees 51 minutes 42 seconds West 596.80 feet to a rod and cap; thence South 19 degrees 42 minutes 48 seconds West 312.95 feet to a rod and cap; thence South 25 degrees 27 minutes 53 seconds West 130.51 feet to a rod and cap; thence South 33 degrees 26 minutes 53 seconds West 121.63 feet to a rod and cap; thence South 41 degrees 28 minutes 44 seconds West 97 .68 feet to a rod and cap; thence South 47 degrees 45 minutes 58 seconds West 123.91 feet to a rod and cap; thence South 56 degrees 26 minutes 08 seconds West 76.69 feet to a rod and cap; thence South 64 degrees 12 minutes 00 seconds West 90.42 feet to a rod and cap; thence South 67 degrees 33 minutes 12 seconds West 695.71 feet to a rod and cap; thence South 67 degrees 21 minutes 56 seconds West 234.94 feet to a rod and cap; thence South 66 degrees 40 minutes 31 seconds West 345.60 feet to a rod and cap; thence South 67 degrees 19 minutes 07 seconds West 1072.07 feet to a rod and cap; thence South 67 degrees 10 minutes 21 seconds West 691.74 feet to a rod and cap; thence South 67 degrees 31 minutes 04 seconds West 534.90 feet to a rod and cap; thence South 66 degrees 55 minutes 17 seconds West 703.69 feet to a rod and cap; thence South 67 degrees 58 minutes 28 seconds West 240.36 feet to a rod and cap; thence South 67 degrees 03 minutes 54 seconds West 369.00 feet to a rod and cap; thence South 65 degrees 39 minutes 24 seconds West 415.50 feet to a rod and cap; thence South 63 degrees 40 minutes 33 seconds West 182.02 feet to a rod and cap; thence South 65 degrees 23 minutes 21 seconds West 3 66.69 feet to a rod and cap; thence South 74 degrees 38 minutes 32 seconds West 72.88 feet to a rod and cap; thence South 83 degrees 33 minutes 16 seconds West 100.11 feet to a rod and cap; thence North 86 degrees 24

Natural River Timberlands American Land and AG Holdings, LLC minutes 26 seconds West 82.12 feet to a rod and cap; thence North 75 degrees 46 minutes 50 seconds West 92.61 feet to a rod and cap; thence North 67 degrees 52 minutes 02 seconds West 100.47 feet to a rod and cap; thence North 63 degrees 00 minutes 57 seconds West 387.77 feet to a rod and cap; thence North 70 degrees 28 minutes 16 seconds West 181.46 feet to a rod and cap; thence North 76 degrees 14 minutes 12 seconds West 117.36 feet to a rod and cap; thence North 79 degrees 23 minutes 32 seconds West 161.80 feet to a rod and cap; thence North 81 degrees 02 minutes 58 seconds West 1002.61 feet to a rod and cap; thence North 80 degrees 35 minutes 05 seconds West 541.77 feet to a rod and cap; thence North 82 degrees 18 minutes 38 seconds West 281.17 feet to a rod and cap; thence North 86 degrees 46 minutes 42 seconds West 85.21 feet to a rod and cap; thence South 83 degrees 10 minutes 43 seconds West 62.94 feet to a rod and cap; thence South 72 degrees 04 minutes 45 seconds West 63.53 feet to a rod and cap; thence South 60 degrees 23 minutes 25 seconds West 58.76 feet to a rod and cap; thence South 46 degrees 50 minutes 22 seconds West 57.54 feet to a rod and cap; thence South 38 degrees 05 minutes 45 seconds West 67.89 feet to a rod and cap; thence South 30 degrees 28 minutes '.25 seconds West 109.89 feet to a rod and cap; thence South 26 degrees 11 minutes 37 seconds West 128.82 feet to a rod and cap;

thence South 21 degrees 17 minutes 51 seconds West 333.00 feet to a rod and cap; thence South 23 degrees 22 minutes 09 seconds West 400.27 feet to a rod and cap; thence South 27 degrees 21 minutes 29 seconds West 84.97 feet to a rod and cap; thence South 30 degrees 50 minutes 05 seconds West 183.26 feet to a rod and cap; thence South 32 degrees 17 minutes 49 seconds West 275.51 feet to a rod and cap;

thence South 29 degrees 42 minutes 13 seconds West 299.71 feet to a rod and cap; thence South 26 degrees 04 minutes 20 seconds West 146.45 feet to a rod and cap; thence South 22 degrees 46 minutes 07 seconds West 125.61 feet to a rod and cap; thence South 20 degrees 58 minutes 00 seconds West 195.11 feet to a rod and cap; thence South 19 degrees 37 minutes 00 seconds West 654.26 feet to a rod and cap;

thence South 15 degrees 43 minutes 55 seconds West 1021.47 feet to a rod and cap; thence South 14 degrees 41 minutes O 1 seconds West 781.56 feet to a rod and cap; thence South 15 degrees 39 minutes 39 seconds West 987.53 feet to a rod and cap; thence South 14 degrees 51 minutes 35 seconds West 957.33 feet to a rod and cap marking the intersection of said Centerline with the Northerly maintained right of way line of Natural Bridge Road; thence leaving said Centerline run along said maintained right of way as follows: North 68 degrees 09 minutes 33 seconds East 753.99 feet to a rod and cap; thence North 73 degrees 03 minutes 37 seconds East 105.43 feet to a rod and cap; thence North 80 degrees 07 minutes 06 seconds East 90. 77 feet to a rod and cap; thence North 84 degrees 26 minutes 02 seconds East 88.16 feet to a rod and cap; thence North 87 degrees 12 minutes 53 seconds East 99.83 feet to a rod and cap; thence North 89 degrees 03 minutes 48 seconds East 1,183.86 feet to a rod and cap; thence North 88 degrees 50 minutes 48 seconds East 1,699.86 feet to a rod and cap; thence South 88 degrees 45 minutes 25 seconds East 132.89 feet to a rod and cap; thence South 85 degrees 28 minutes 38 seconds East 214.95 feet to a rod and cap; thence South 82 degrees 30 minutes 13 seconds East 258.92 feet to a rod and cap; thence South 79 degrees 58 minutes 35 seconds East 363.94 feet to a rod and cap; thence South 77 degrees 02 minutes 09 seconds East 603 .33 feet to a rod and cap; thence South 77 degrees 10 minutes 57 seconds

Natural River Timberlands American Land and AG Holdings, LLC

East 1,124.72 feet to a rod and cap; thence South 77 degrees 11 minutes 43 seconds East 1,790.52 feet to a rod and cap; thence South 77 degrees 31 minutes 27 seconds East 1,350.56 feet to a rod and cap; thence South 80 degrees 20 minutes 03 seconds East 168.86 feet to a rod and cap; thence South 87 degrees 10 minutes 06 seconds East 127.50 feet to a rod and cap; thence North 88 degrees 16 minutes 08 seconds East 152.47 feet to a rod and cap; thence North 79 degrees 22 minutes 19 seconds East 100.27 feet to a rod and cap; thence North 74 degrees 10 minutes 33 seconds East 849.27 feet to a rod and cap; thence North 74 degrees 21 minutes 26 seconds East 985.60 feet to a rod and cap; thence North 75 degrees 55 minutes 27 seconds East 218.90 feet to a rod and cap; thence North 84 degrees 22 minutes 32 seconds East 160.11 feet to a rod and cap; thence North 86 degrees 44 minutes 54 seconds East 880.83 feet to a rod and cap; thence South 89 degrees 43 minutes 49 seconds East 81.17 feet to a rod and cap; thence South 73 degrees 32 minutes 56 seconds East 91.76 feet to a rod and cap; thence South 57 degrees 33 minutes 28 seconds East 82.96 feet to a rod and cap; thence South 42 degrees 44 minutes 16 seconds East

110.38 feet to a rod and cap; thence South 46 degrees 14 minutes 21 seconds East 212.00 feet to a rod and cap; thence South 56 degrees 08 minutes 16 seconds East 95.84 feet to a rod and cap; thence South 62 degrees 06 minutes 39 seconds East 319.48 feet to a rod and cap; thence leaving said maintained right-of way run North 00 degrees 00 minutes 57 seconds West 1,884.53 feet along the Easterly boundary of the Northwest 1/4 of the Northeast 1/4 of Section 26 and the Easterly boundary of the Southwest 1/4 of the Southeast 1/4 of Section 23, Township 2 South, Range 2 East, to a concrete monument 6x6 St. Joe Paper Company marking the Southwest corner of the Northeast 1/4 of the Southeast 1/4 of said Section 23;

thence South 89 degrees 57 minutes 54 seconds East along the Southerly boundary of the Northeast 1/4 of the Southeast 1/4 of said Section 23 and the Southerly boundary of the Northwest 1/4 of the Southwest 1/4 of Section 24, Township 2 South, Range 2 East, a distance of 2,661.35 feet to a terra cotta monument marking the Northwest corner of the Southeast 1/4 of the Southwest 1/4 of said Section 24; thence leaving said Southerly boundary run South 00 degrees 00 minutes 27 seconds West along the Westerly boundary of the Southeast 1/4 of the Southwest 1/4 of Section 24 a distance of 1,325.55 feet to a lightwood hub marking the Southwest corner of the Southeast 1/4 of the Southwest 1/4 of said Section 24; thence South 00 degrees 12 minutes 53 seconds West along the Westerly boundary of the Northeast 1/4 of the Northwest 1/4 of Section 25, Township 2 South, Range 2 East, a distance of 1,320.29 feet to a concrete monument 6x6 St. Joe Paper Company marking the Southwest comer of the Northeast 1/4 of the Northwest 1/4 of said Section 25; thence leaving said Westerly boundary run North 89 degrees 48 minutes 06 seconds West along the Southerly boundary of the Northwest 1/4 of the Northwest 1/4 of said Section 25 a distance of 1,216.48 feet to a rod and cap lying on the maintained right-of-way of Natural Bridge Road; thence leaving said Westerly boundary run along said maintained right-of-way as follows;

South 64 degrees 00 minutes 34 seconds East 486.45 feet to a rod and cap; thence South 71 degrees 37 minutes 42 seconds East 248.83 feet to a rod and cap; thence South 79 degrees 42 minutes 08 seconds East 243.61 feet to a rod and cap; thence South 82 degrees 53 minutes 44 seconds East 476.88 feet to a rod and cap; thence South 82 degrees 25 minutes 39 seconds East 522.55 feet to a rod and cap; thence

Natural River Timberlands American Land and AG Holdings, LLC

South 87 degrees 38 minutes 07 seconds East 389.34 feet to a rod and cap; thence South 89 degrees 22 minutes 42 seconds East 968.64 feet to a rod and cap; thence South 89 degrees 20 minutes 14 seconds East 885.34 feet to a rod and cap; thence South 89 degrees 25 minutes 47 seconds East 554.54 feet to a rod and cap; thence South 88 degrees 58 minutes 47 seconds East 513.23 feet to the Point of Beginning, Together with that certain Grant of Easements recorded in O.R. Book 563, Page 598 of the Public Records of Jefferson County, Florida and recorded in O.R. Book 3283. Page 1865 of the Public Records of Leon County, Florida.

Together with that certain Common Road Easement Agreement dated June 27, 2008, by and between Apalach Timberlands II, LLC and St. Joe Timberland Company of Delaware, L.L.C. recorded July 2, 2008 in O.R. Book 623, Page 785 of the Public Records of Jefferson County, Florida and recorded in O.R. Book 3876, Page 1884 of the Public Records of Leon County, Florida.

Together with that certain Easement Agreement dated June 27, 2008, by and between St. Joe Timberland Company of Delaware, L.L.C. and Apalach Timberlands II, LLC, recorded July 2, 2008 in O.R. Book 623, Page 824 of the Public Records of Jefferson County, Florida and recorded in O.R. Book 3876, Page 1923, of the Public Records of Leon County, Florida.

Together with that certain Common Road Easement Agreement dated June 27, 2008, by and between Apalach Timberlands II, LLC and St. Joe Timberland Company of Delaware, L.L.C. recorded July 27, 2008 in O.R. Book 624, Page 1 of the Public Records of Jefferson County, Florida and recorded in O.R.

Book 3876, Page 1940 of the Public Records of Leon County, Florida.

PARCEL 1 & PARCEL 2

The Southeast 1/4 of the Southeast 1/4 of Section 23, Township 2 South, Range 2 East, Leon County, Florida.

The Southwest 1/4 of the Southwest 1/4 of Section 24, Township 2 South, Range 2 East, Leon County, Florida.

That part of the Northwest 1/4 of the Northwest 1/4 of Section 25, Township 2 South, Range 2 East, Leon County, Florida, lying North of County Graded Natural Bridge Road.

That part of the Northeast 1/4 of the Northeast 1/4 of Section 26, Township 2 South, Range 2 East, Leon County. Florida, lying North of County Graded Natural Bridge Road.

Alonso_J Typewritten Text Natural Bridge Timberlands American Land and AG Holdings, LLC

PARCEL C

Commence at a rod and cap marking the Southeast Corner of Section 25, Township 2 South, Range 2 East, Leon County, Florida; thence run along said Easterly boundary line of said Section 25 and the Easterly boundary line of Section 24, Township 2 South, Range 2 East, said line also being the common boundary line of Leon County, Florida and Jefferson County, Florida; thence run North 00 degrees 01 minutes 36 seconds East 5852.76 feet to a rod and cap lying on the centerline of a 30 foot wide roadway easement, said point being the Point Of Beginning; thence from said Point Of Beginning run along said centerline as follows: South I I degrees 46 minutes 30 seconds East 46.24 feet to a rod and cap; thence South 08 degrees 13 minutes 24 seconds East 132.76 feet to a rod and cap; thence South 03 degrees 08 minutes 15 seconds East 190.54 feet to a rod and cap; thence South 00 degrees 03 minutes 54 seconds West 2016.24 feet to a rod and cap lying on the Northerly maintained right of way line of Natural Bridge Road; thence leaving said centerline run along said maintained right of way line North 88 degrees 58 minutes 4 7 seconds West 3 7 .69 feet to a rod and cap marking the intersection of said maintained right of way line with the Easterly boundary line of said Section 25; thence leaving said maintained right of way line run along said Easterly boundary line of said Section 25 and the Easterly boundary line of Section 24 North 00 degrees 01 minutes 36 seconds East 2382.49 feet to the point of beginning.

Above described lands lying in Sections 30 and 19, Township 2 South, Range 3 East, Jefferson County, Florida.

AND ALSO:

PARCEL A

Commence at a rod and cap marking the Southeast Comer of Section 25, Township 2 South, Range 2 East, Leon County, Florida; thence North 90 degrees 00 minutes 00 seconds East 2575.35 feet; thence North 00 degrees 00 minutes 00 seconds West 3518.30 feet to a rod and cap lying on the Northerly maintained right of way line of Natural Bridge Road, said point being the Point Of Beginning; thence from said Point Of Beginning North 00 degrees 00 minutes 00 seconds West, a distance of 8,179.57 feet to a rod and cap lying on the centerline of a 30 foot wide roadway easement; thence run along said centerline as follows: North 70 degrees 20 minutes 56 seconds West, a distance of 419.45 feet to a rod and cap; thence North 68 degrees 05 minutes 55 seconds West, a distance of 129.24 feet to a rod and cap;

thence North 60 degrees 15 minutes 06 seconds West, a distance of 353.00 feet to a rod and cap; thence South 31 degrees 50 minutes 32 seconds West, a distance of 378.08 feet to a rod and cap to the point of curve of a non tangent curve to the right, having a radius of 493 .13 feet; thence Southwesterly along the arc, through a central angle of 39 degrees 19 minutes 26 seconds, a distance of 338.45 feet, chord of said arc being South 51 degrees 13 minutes 24 seconds West, 331.85 feet to a rod and cap; thence South 70

Jefferson County:

Alonso_J Typewritten Text Natural Bridge Timberlands American Land and AG Holdings, LLC degrees 53 minutes 07 seconds West, a distance of 1,364.64 feet to a rod and cap lying on the Westerly boundary line of Section 18, Township 2 South, Range 3 East, Jefferson County, Florida, said line being the common boundary line separating Leon County and Jefferson County, Florida; thence leaving said centerline of an easement run along said County line and said Westerly boundary of said Section 18 and the Westerly boundary line of Section 7, Township 2 South, Range 3 East, Jefferson County, Florida;

thence run North 00 degrees 05 minutes 10 seconds East, a distance of 7,641.16 feet to a rod and cap lying on the centerline of a proposed 50 foot wide roadway easement; thence leaving said County line and said Westerly boundary line run along a centerline of a 50 foot wide roadway easement as follows: South 78 degrees 44 minutes 06 seconds East, a distance of 508.44 feet to a rod and cap; thence South 73 degrees 45 minutes 52 seconds East, a distance of 68.32 feet to a rod and cap; thence South 66 degrees 35 minutes 50 seconds East, a distance of 54.47 feet to a rod and cap; thence South 57 degrees 57 minutes 54 seconds East, a distance of 57.88 feet to a rod and cap; thence South 47 degrees 04 minutes 37 seconds East, a distance of 62.94 feet to a rod and cap; thence South 44 degrees 33 minutes 32 seconds East, a distance of966.00 feet to a rod and cap; thence South 37 degrees 54 minutes 58 seconds East, a distance of 62.33 feet to a rod and cap; thence South 33 degrees 43 minutes 07 seconds East, a distance of 77.23 feet to a rod and cap; thence South 30 degrees 41 minutes 07 seconds East, a distance of 876.49 feet to a rod and cap; thence South 43 degrees 31 minutes 00 seconds East, a distance of 77 .54 feet to a. rod and cap; thence South 54 degrees 51 minutes 28 seconds East, a distance of 63.88 feet to a rod and cap; thence

South 67 degrees 00 minutes 09 seconds East, a distance of 72.22 feet to a rod and cap; thence South 82 degrees 25 minutes 30 seconds East, a distance of 83.29 feet to a rod and cap lying on the centerline of a 30 foot wide roadway easement; thence leaving said centerline of a 50 foot wide roadway easement run along the centerline of said 3 0 foot wide roadway easement as follows: South 23 degrees 05 minutes 21 seconds East, a distance of 2,453.54 feet to the point of curve of a non tangent curve to the right, having a radius of 275.00 feet; thence Southerly along the arc, through a central angle of 54 degrees 43 minutes 29 seconds, a distance of262.66 feet, chord of said arc being South 04 degrees 16 minutes 24 seconds West,

252.79 feet; thence South 31 degrees 38 minutes 08 seconds West, a distance of 1,191.58 feet; thence leaving said centerline run South 86 degrees 36 minutes 11 seconds East, a distance of2,823.45 feet to a rod and cap marking the Northeast Corner of the Northeast 1/4 of the Southeast 1/4 of Section 18, Township 2 South, Range 3 East, Jefferson County, Florida; thence run along the Easterly boundary line of said Section 18 South 00 degrees 00 minutes 16 seconds West, a distance of 1,036.05 feet to a rod and cap lying on the centerline of a 30 foot wide roadway easement; thence leaving said Easterly boundary line of said Section 18 run along said centerline as follows: South 56 degrees 22 minutes 11 seconds West, a distance of 39 .41 feet to a rod and cap to the point of curve of a non tangent curve to the left, having a radius of 137.98 feet; thence Southwesterly along the arc, through a central angle of 38 degrees 35 minutes 07 seconds, a distance of 92.92 feet, chord of said arc being South 36 degrees 34 minutes 40 seconds West, 91.17 feet to a rod and cap to a point of reverse curve to the right having a radius of 282.45 feet and a central angle of28 degrees 45 minutes 30 seconds; thence Southwesterly along the arc, a

Alonso_J Typewritten Text Natural Bridge Timberlands American Land and AG Holdings, LLC distance of 141. 77 feet, chord of said arc being South 31 degrees 39 minutes 51 seconds West, 140.29 feet to a rod and cap to a point ofreverse curve to the left having a radius of223.42 feet and a central angle of 50 degrees 00 minutes 57 seconds; thence Southerly along the arc, a distance of 195.03 feet, chord of said arc being South 21 degrees 02 minutes 08 seconds West, 188.90 feet to a rod and cap; thence South 03 degrees 5 8 minutes 20 seconds East, a distance of 522.41 feet to a rod and cap to the point of curve of a non tangent curve to the left, having a radius of 1,272.15 feet; thence Southerly along the arc, through a central angle of 10 degrees 04 minutes 18 seconds, a distance of 223 .62 feet, chord of said arc being South 08 degrees 56 minutes 33 seconds East, 223.33 feet to a rod and cap; thence South 13 degrees 58 minutes 42 seconds East, a distance of 471.57 feet to a rod and cap marking the intersection of the centerlines of two 30 foot wide roadway easements; thence run along the centerline of a 30 foot wide roadway easement North 82 degrees 10 minutes 53 seconds East, a distance of 44. 78 feet to a rod and cap lying on the Easterly boundary line of Section 19, Township 2 South, Range 3 East, Jefferson County, Florida; thence leaving said centerline of an easement run along the Easterly boundary of said Section 19, also running along the Westerly boundary line of property described in O.R. Book 506 and Page 46 in the Official Records Jefferson County, Florida; thence run South 00 degrees 07 minutes 11 seconds West, a distance of 4,487.17 feet to a rod and cap marking the Southeast corner of the Northeast 1/4 of the Southeast 1/4 of the Southeast 1/4 of said Section 19; thence leaving said Easterly boundary line run along the Northerly boundary line of the South 1/2 of the South 1/2 of the Southwest 1/4 of Section 20, Township 2 South, Range 3 East, Jefferson County, Florida; thence run North 90 degrees 00 minutes 00 seconds East, a distance of2,203.34 feet to a rod and cap lying on the Westerly maintained right of way line of Fanlew Road; thence leaving said Northerly boundary line run along said maintained right of way line as follows: South 63 degrees 12 minutes 46 seconds West, a distance of 201.90 feet to a rod and cap to a point of curve to the left having a radius of 741.74 feet and a central angle of 35 degrees 55 minutes 22 seconds; thence Southwesterly along the arc a distance of 465 .05 feet, chord of said arc being South 45 degrees 15 minutes 05 seconds West, 457.47 feet to a rod and cap; thence South 27 degrees 17 minutes 24 seconds West, a distance of 1,002.53 feet to a rod and cap; thence leaving said maintained right of way line run along the Southerly boundary line of the North 1/2 of the North 1/2 of the Northwest 1/4 of Section 29, Township 2 South, Range 3 East, Jefferson County, Florida; thence run North 89 degrees 52 minutes 54 seconds West, a distance of 1,228.40 feet to a St. Joe Paper Company concrete monument marking the Southwest corner of the North 1/2 of the North 1/2 of the Northwest 1/4 of said Section 29 and lying on the Easterly boundary line of Section 30, Township 2 South, Range 3 East, Jefferson County, Florida; thence run along said Easterly boundary line as monumented as follows: South 00 degrees 04 minutes 30 seconds East, a distance of 1,402.26 feet to a rod and cap; thence South 00 degrees 06 minutes 31 seconds West, a distance of 649 .14 feet to a St. Joe Paper Company concrete monument marking the Southeast corner of the Northeast 1/4 of Section 30, Township 2 South, Range 3 East, Jefferson County, Florida; thence run along the Southerly boundary line of said Northeast 1/4 of said Section 30 South 89 degrees 46 minutes 01 seconds West, a distance of 880.27 feet to a rod and cap lying

Alonso_J Typewritten Text Natural Bridge Timberlands American Land and AG Holdings, LLC on the Northerly maintained right of way line of Natural Bridge Road; thence leaving said South boundary line of the Northeast 1/4 of said Section 30 run along said Northerly maintained right of way line as follows: North 64 degrees 45 minutes 06 seconds West, a distance of 314.34 feet to a rod and cap;

thence North 62 degrees 39 minutes 47 seconds West, a distance of 1,213.28 feet to a rod and cap; thence North 69 degrees 12 minutes 43 seconds West, a distance of 160.64 feet to a rod and cap; thence North 72 degrees 29 minutes 46 seconds West, a distance of 247.46 feet to a rod and cap; thence North 78 degrees 59 minutes 30 seconds West, a distance of 125.30 feet to the Point Of Beginning.

Together with that certain Grant of Easements recorded in Book O.R. 563, Page 958 of the Public Records of Jefferson County, Florida and recorded in O.R. Book 3283. Page 1865 of the Public Records of Leon County, Florida.

Also together with that certain Easement Agreement recorded in O.R. Book 565, Page 226 as amended in that certain Amendment to Easement Agreement recorded in O.R. Book 598, Page 316 of the Public Records of Jefferson County, Florida.

Also together with to 30-foot wide easement described in O.R. Book 594, Page 446 of the Public Records of Jefferson County, Florida.

Together with that certain Common Road Easement Agreement dated June 27, 2008, by and between Apalach Timberlands II, LLC and St. Joe Timberland Company of Delaware, L.L.C. recorded July 2, 2008 in O.R. Book 623, Page 785 of the Public Records of Jefferson County, Florida and recorded in 0.R. Book 3876, Page 1884 of the Public Records of Leon County, Florida.

Together with that certain Easement Agreement dated June 27, 2008, by and between St. Joe Timberland Company of Delaware, L.L.C. and Apalach Timberlands II, LLC, recorded July 2, 2008 in O.R. Book 623, Page 824 of the Public Records of Jefferson County, Florida and recorded in O.R. Book 3876, Page 1923 of the Public Records of Leon County, Florida.

Together with that certain Common Road Easement Agreement dated June 27, 2008, by and between Apalach Timberlands II, LLC and St. Joe Timberland Company of Delaware, L.L.C. recorded July 27, 2008 in O.R. Book 624, Page 1 of the Public Records of Jefferson County, Florida and recorded in O.R.

Book 3876. Page 1940 of the Public Records of Leon County, Florida.

Alonso_J Typewritten Text Natural Bridge Timberlands American Land and AG Holdings, LLC Leon and Jefferson Counties

Alonso_J BSM Approved

Alonso_J Typewritten Text 03/23/2023

Alonso_J Typewritten Text NOTE: This legal description is for appraisal purposes. There may be revisions based on a boundary survey and a title insurance commitment of the property.

O ld

P la n k R d

Natural Bridge Battlefield

Historic State Park

Plank Road State Forest

Black Lake

Black Lake

Fanlew

Leon and Jefferson Counties, Florida

Owner: American Land and AG Holdings, LLC Natural Bridge Timberlands

SITE

Subject Parcel

CLC Wetlands

Florida Forever Project Boundaries

State Managed Conservation Lands

0 4,000 8,0002,000

Feet

W:\Counties_GIS\Multi_Counties\Natural Bridge Timberlands\American Land and AG Holdings, LLC Date Saved: 3/22/2023 10:01 AM File Location: \\FLDEP1\

Map Created By: T. Barnes

Wetlands: 2,237 Acres Uplands: 3,217 Acres

Total: 5,454 Acres

Florida's First Magnitude Springs Florida

Forever BOT Project

- St. Marks Springs

THIS PAGE AND ANY FOLLOWING PAGES ARE ATTACHED ONLY FOR STATE OF FLORIDA TRACKING PURPOSES

AND FORM NO PART OF THE INSTRUMENT AND ARE NOT TO BE RELIED ON BY ANY PARTY.

WAKULLA

LEON

JE

F F E R S O N

Plank Road State Forest

Plank Road State Forest

Natural Bridge Battlefield

Historic State Park

Gerrell Conservation

Easement

St. Joe Timberlands Florida Forever BOT

Project - Florida's First Magnitude Springs

- St. Marks Springs

Aucilla/Wacissa Watershed Florida

Forever BOT Project

Natural Bridge Rd

Natural Bridge Rd

Fa n le w

R d

Tram Rd

O ld

P la n k R d

Natural Bridge Battlefield

Historic State Park

Plank Road State Forest

O ld

P la n k R d

J im

F re n c h R d

J im

F re n c h

R d

Sugar Hill Run

Nat ural Bridge Rd

O ld

P la n k R d

C o mmerce Blvd

Natural Bridge Rd

Limestone Cre ek

C o n n e ll T ra m

R d

G am bl e Rd

Limestone

Black Lake Black Lake

W o odp e c ker

R d

Natural Bridge Rd Natural Bridge Rd

Fanlew Rd

G a m b le

R d

Fanlew

SITE

Date Saved: 3/22/2023 10:01 AM File Location: \\FLDEP1\

Map Created By: T. Barnes

0 5,000 10,0002,500

Feet

Subject Parcel

Florida Forever Project Boundaries

State Managed Conservation Lands

THIS PAGE AND ANY FOLLOWING PAGES ARE ATTACHED ONLY FOR STATE OF FLORIDA TRACKING PURPOSES

AND FORM NO PART OF THE INSTRUMENT AND ARE NOT TO BE RELIED ON BY ANY PARTY.

Leon and Jefferson Counties, Florida

Owner: American Land and AG Holdings, LLC Natural Bridge Timberlands

W:\Counties_GIS\Multi_Counties\Natural Bridge Timberlands\American Land and AG Holdings, LLC

Florida's First Magnitude Springs Florida

Forever BOT Project

- St. Marks Springs

St. Joe Timberlands Florida Forever BOT

Project - Florida's First Magnitude Springs

- St. Marks Springs

Aucilla/Wacissa Watershed Florida

Forever BOT Project

Plank Road State Forest

Plank Road State Forest

Natural Bridge Battlefield

Historic State Park

Gerrell Conservation

Easement

St. Marks River Preserve

State Park

Aucilla Wildlife Management Area

WAKULLA

LEON

JE

F F E R S O N

Wetlands: 2,237 Acres Uplands: 3,217 Acres

Total: 5,454 Acres

ATTACHMENT C

SCOPE OF SERVICES

ENVIRONMENTAL SITE ASSESSMENT SERVICES

The Contractor shall provide environmental site assessment (ESA) services, on a task assignment basis, for the Department.

These services may include, but not be limited to, the performance of all levels of environmental site assessments (i.e., Phase I, Phase II and updates) in compliance with the Division of State Lands' requirements (see Exhibits I, Ill, IV and V below);

summarizing recommendations and conclusions; preparing recommendations and conclusions; remediation coordination;

remediation activities; clerical staff assistance for environmental site assessment and related document processing, project assessment and remediation consultation.

All sampling and analyses performed under this Contract must conform to the requirements set forth in Chapter 62-160, Florida Administrative Code (F.A.C.) and the Quality Assurance Requirements for Department Contracts (see Attachment G).

The Contractor shall also be involved in the preparation of scopes of services for tasks to be assigned by the Department, at no cost to the Department. This may include compilation of information and products, and research and office work necessary for identification of tasks.

No minimum amount of work is guaranteed under this Contract.

Additional Services

The Contractor may be requested to provide additional services related to an environmental site assessment or remediation services, as deemed necessary by the Department. In the event that such additional services are needed, and based on the availability of funding, the Contractor shall be shall be compensated at rates mutually acceptable to the Department and the Contractor, as evidenced by an executed Task Assignment Notification or Task Assignment Change Order Form

Cost Proposals

The Department may issue informal cost proposal requests to its environmental site assessment contractors for specific projects to be conducted under a task assignment, although final selection for task assignment award may not be based solely on price. All cost proposals prepared by the Contractor must be submitted to the Department on or before the date and time set for receiving cost proposals in order to be considered for task assignment award.

Performance Measures:

Deliverables reviewed to ensure compliance requirements set forth in Chapter 62-160, Florida Administrative Code (F.A.C.)

and the Quality Assurance Requirements for Department Contracts (see Attachment G).

REMAINDER OF PAGE INTENTIONALLY LEFT BLANK

DEP Contract No. , Attachment C, Page 1 of 12

EXHIBIT I

STANDARDS FOR ENVIRONMENTAL SITE ASSESSMENT SERVICES

DIVISION OF STATE LANDS

INSTRUCTIONS FOR

ENVIRONMENTAL SITE ASSESSMENTS

SCOPE OF SERVICES REQUIRED IN PERFORMING THE PHASE I ENVIRONMENTAL SITE ASSESSMENT

(PHASE I ESA)

The environmental site assessment of the property (Property) to be acquired by the Board of Trustees of the Internal Improvement Trust Fund of the State of Florida (Board of Trustees) must meet the requirements of the Florida Department of Environmental Protection, Division of State Lands (DSL), Bureau of Land Acquisition (BLA). For purposes of performing the environmental site assessment, the term "hazardous materials" shall mean any hazardous or toxic substance, material or waste of any kind or any other substance which is designated pursuant to and/or regulated by any environmental law. The term "environmental law" shall mean any and all applicable federal, state, tribal or local laws, statutes, ordinances, rules, regulations or other governmental restrictions regulating, relating to, or imposing liability or standards of conduct concerning hazardous materials. In addition, the Contractor must comply with the most current American Society of Testing and Materials (ASTM) E 1527 standard.