TASK ASSIGNMENT NOTIFICATION FORM

DEP CONTRACT NO. PL269

Task Assignment Number: PL269.020 BLA File Number: 328371 Date: December 14, 2020

Project Name: Upper St. Marks River Corridor County: Jefferson Owner’s Name: Woodvest, LLC. Acres: 729 Parcel ID No: 05-2S-3E-0000-0021-0000 and 08-2S-3E-0000-0013-0000

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):

1) 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”. In addition, the Contractor must comply with the most current American Society of Testing and Materials (ASTM) E1527 standard. 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 and/or Contract PL269 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.

The User Questionnaire is completed and attached. For property access, contact the sellers representative Daniel Hautamaki at daniel@ltmgt.com or 850-668-8333 (office) or 850-688-0814 (cell)

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

DRAFT Products Due Date: January 13, 2021 Liquidated Damages Per Day Charge: $ 25.00

Task Assignment Type: Amount Not to Exceed:

Fee Schedule (Phase I ESA) $ 3,137.50

Cost Reimbursement $ n/a Total Task Assignment Value $ 3,137.50

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

Pamela JW Jackson

Digitally signed by Pamela JW Jackson Date: 2020.12.14 11:00:03 -05'00'

James Parker

Digitally signed by James Parker Date: 2020.12.14 09:02:13 -05'00'

Robbie Parrish

Digitally signed by Robbie Parrish Date: 2020.12.14 09:58:57 -05'00'

Sheryl Boutin Digitally signed by Sheryl Boutin Date: 2020.12.14 10:13:33 -05'00' mailto:daniel@ltmgt.com

Funding Information:

Org. Code E. O. Fund Object Code Budget Entity Module Special Category

Project # Year Amount

37102400000 QH 423001 131545 37100400 NA 084108 FF04010 21 $3,137.50

cc: Contracts Office (MS93)

Bureau of Finance & Accounting (MS75) 2 copies

29-Digit FLAIR Code: 37202423001371004000008410821

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.

ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN SECTIONS 5, 6, 7

AND 8, TOWNSHIP 2 SOUTH, RANGE 3 EAST, JEFFERSON COUNTY, FLORIDA,

AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

Begin at a rod and cap marking the Southeast corner of the Southeast Quarter of the Southwest

Quarter of Section 4, Township 2 South, Range 3 East, Jefferson County, Florida; thence from said

POINT OF BEGINNING run South 88 degrees 38 minutes 54 seconds West, a distance of 3,485.03 feet to a rod and cap lying on the Westerly maintained right of way line of Connell Tram Road;

thence run along said Westerly maintained right of way line as follows: South 17 degrees 17 minutes 43 seconds East 749.60 feet to a rod and cap; thence South 16 degrees 25 minutes 23 seconds East 1,076.25 feet to a rod and cap; thence South 16 degrees 34 minutes 45 seconds East

561.94 feet to a rod and cap; thence South 24 degrees 08 minutes 34 seconds East 107.59 feet to a rod and cap; thence South 00 degrees 24 minutes 14 seconds West 132.99 feet to a rod and cap;

thence South 06 degrees 09 minutes 06 seconds East 247.55 feet to a rod and cap; thence South 00 degrees 12 minutes 36 seconds East 301.84 feet to a rod and cap; thence South 04 degrees 36 minutes 23 seconds West 196.45 feet to a rod and cap; thence South 08 degrees 55 minutes 23 seconds West 859.86 feet to a rod and cap; thence South 09 degrees 26 minutes 38 seconds West

347.61 feet to a rod and cap; thence South 10 degrees 02 minutes OJ seconds West 687.65 feet to a rod and cap; thence leaving said Westerly maintained right of way line run South 89 degrees 50 minutes 59 seconds West, a distance of 3,986.69 feet to a rod and cap lying on the centerline of a 30 foot wide roadway easement and the point of curve of a non-tangent curve to the left, having a radius of 1,015.00 feet; thence Northwesterly along said centerline and said arc, through a central angle of 09 degrees IO minutes 05 seconds, a distance of 162.41 feet, chord of said arc being North

54 degrees 27 minutes 27 seconds West, 162.24 feet; thence North 59 degrees 02 minutes 30 seconds West, a distance of 79.76 feet to the point of curve of a non-tangent curve to the left, having a radius of 350.00 feet; thence Westerly along the arc, through a central angle of 26 degrees

54 minutes 45 seconds, a distance of I 64.40 feet, chord of said arc being North 72 degrees 29 minutes 52 seconds West, 162.89 feet to the point of curve of a non-tangent curve to the right, having a radius of 275.00 feet; thence Northwesterly along the arc, through a central angle of 46 degrees 52 minutes 54 seconds, a distance of 225.02 feet, chord of said arc being North 62 degrees

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EXHIBIT "A"

Alonso_J Typewritten Text Upper St. Marks River Corridor Woodvest, LLC Jefferson County

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30 minutes 48 seconds West, 218.79 feet; thence North 39 degrees 04 minutes 21 seconds West, a distance of 121.74 feet to the point of curve of a non-tangent curve to the right, having a radius of

150.00 feet: thence No1therly along the arc, through a central angle of 48 degrees 54 minutes 05 seconds, a distance of 128.02 feet, chord of said arc being North 14 degrees 37 minutes 18 seconds

West, 124.17 feet; thence No1th 09 degrees 49 minutes 44 seconds East, a distance of 107.89 feet to the point of curve of a non-tangent curve to the left, having a radius of 200.00 feet; thence

Northerly along the arc, through a central angle of 50 degrees 42 minutes 18 seconds, a distance of

176.99 feet, chord of said arc being North 15 degrees 31 minutes 25 seconds West, 171.27 feet;

thence North 40 degrees 52 minutes 34 seconds West 165. 10 feet to the point of curve of a non tangent curve to the right, having a radius of 900.00 feet; thence Northwesterly along the arc, through a central angle of 26 degrees 12 minutes 02 seconds, a distance of 411 .56 feet, chord of said arc being North 27 degrees 46 minutes 33 seconds West, 407.98 feet; thence North 14 degrees

40 minutes 32 seconds West, a distance of 384.30 feet to a rod and cap marking the intersection of the centerlines of a 30 foot wide roadway easement; thence along the centerline of said 30 foot wide roadway easement as follows: North 67 degrees 49 minutes 18 seconds East, a distance of371.70 feet to the point of curve of a non-tangent curve to the left, having a radius of 765.00 feet; thence

Northeasterly along the arc, through a central angle of 44 degrees 06 minutes 38 seconds, a distance of 588.95 feet, chord of said arc being No1th 45 degrees 45 minutes 59 seconds East, 574.52 feet;

thence North 23 degrees 42 minutes 40 seconds East, a distance of 1,091.32 feet to a rod and cap marking the intersection of said 30 foot wide roadway easement with the centerline of a 50 foot wide roadway easement; thence along the centerline of said 50 foot wide roadway easement as follows: North 54 degrees 58 minutes 56 seconds West, a distance of 183.68 feet to a rod and cap;

thence North 67 degrees 41 minutes 47 seconds West, a distance of 145.85 feet to a rod and cap;

thence North 54 degrees 17 minutes 35 seconds West, a distance of 88.29 feet to a rod and cap;

thence North 41 degrees 16 minutes 35 seconds West, a distance of 66.00 feet to a rod and cap;

thence North 33 degrees 23 minutes 37 seconds West, a distance of 82.04 feet to a rod and cap;

thence North 22 degrees 13 minutes 51 seconds West, a distance of 56.24 feet to a rod and cap;

thence North IO degrees 24 minutes 59 seconds West, a distance of 54.87 feet to a rod and cap;

thence No1th 03 degrees 20 minutes 58 seconds East, a distance of 77.85 feet to a rod and cap;

thence No,th 08 degrees 34 minutes 27 seconds East, a distance of 321.48 feet to a rod and cap;

thence North 02 degrees 08 minutes 20 seconds East, a distance of 61.85 feet to a rod and cap;

thence North 08 degrees 03 minutes 29 seconds West, a distance of 53.99 feet to a rod and cap;

thence No1th 18 degrees 40 minutes 18 seconds West, a distance of 52.99 feet to a rod and cap;

thence North 32 degrees 20 minutes 48 seconds West, a distance of 127.37 feet to a rod and cap;

thence No1th 27 degrees 27 minutes 23 seconds West, a distance of 61.40 feet to a rod and cap;

Alonso_J Typewritten Text Upper St. Marks River Corridor Woodvest, LLC Jefferson County

Alonso_J thence North 22 degrees 30 minutes 24 seconds West, a distance of 101.84 feet to a rod and cap;

thence No1th 29 degrees 30 minutes O I seconds West, a distance of 59.69 feet to a rod and cap;

thence North 36 degrees 07 minutes 44 seconds West, a distance of 89.70 feet to a rod and cap;

thence North 38 degrees 06 minutes 34 seconds West, a distance of 386.87 feet to a rod and cap;

thence North 39 degrees 21 minutes 03 seconds West, a distance of 254.27 feet to a rod and cap;

thence Notth 43 degrees 39 minutes 57 seconds West, a distance of 80.18 feet to a rod and cap;

thence North 50 degrees 59 minutes 17 seconds West, a distance of 44.69 feet to a rod and cap;

thence North 09 degrees 21 minutes 45 seconds East, a distance of 46.22 feet to a rod and cap;

thence No1th OJ degrees 44 minutes 50 seconds West, a distance of 78.29 feet to a rod and cap;

thence North 08 degrees 58 minutes 07 seconds East, a distance of 39.82 feet to a rod and cap;

thence No1th 23 degrees 54 minutes 10 seconds East, a distance of 72.42 feet to a rod and cap;

thence North I 2 degrees 12 minutes 45 seconds East, a distance of 51 .97 feet to a rod and cap;

thence North 00 degrees 16 minutes 37 seconds West, a distance of 48.47 feet to a rod and cap;

thence North 05 degrees 47 minutes 40 seconds West, a distance of 93.80 feet to a rod and cap;

thence No1th 08 degrees 34 minutes 3 1 seconds East, a distance of 46.90 feet to a rod and cap;

thence No 1th 4 7 degrees 39 minutes 42 seconds East, a distance of 3 1. 70 feet to a rod and cap;

thence No1th 59 degrees 28 minutes 57 seconds East, a distance of 104.65 feet to a rod and cap;

thence No1th 44 degrees 45 minutes 40 seconds East, a distance of 45.02 feet to a rod and cap;

thence North 33 degrees 28 minutes 23 seconds East, a distance of 96.01 feet to a rod and cap;

thence North 20 degrees 25 minutes 20 seconds East, a distance of 107.10 feet to a rod and cap;

thence No1th 26 degrees 40 minutes 28 seconds East, a distance of 63.20 feet to a rod and cap;

thence No1th 39 degrees 49 minutes 39 seconds East, a distance of 36.58 feet to a rod and cap;

thence No1th 48 degrees 51 minutes 57 seconds East, a distance of 131.48 feet to a rod and cap;

thence North 42 degrees 49 minutes 50 seconds East, a distance of 37.95 feet to a rod and cap;

thence North 25 degrees 28 minutes 47 seconds East, a distance of 33.55 feet to a rod and cap;

thence North 16 degrees 44 minutes 43 seconds East, a distance of 143.14 feet to a rod and cap;

thence No1th 22 degrees 59 minutes 39 seconds East, a distance of 115.10 feet to a rod and cap;

thence No1th 36 degrees 04 minutes 08 seconds East, a distance of 40.65 feet to a rod and cap;

thence No1th 49 degrees 20 minutes 58 seconds East, a distance of 150.65 feet to a rod and cap;

thence South 51 degrees 00 minutes 48 seconds East, a distance of 112.34 feet to a rod and cap;

thence South 56 degrees 4 7 minutes 4 7 seconds East, a distance of 36.65 feet to a rod and cap;

thence South 78 degrees 44 minutes 15 seconds East, a distance of 35.47 feet to a rod and cap;

thence No1th 83 degrees 37 minutes 30 seconds East, a distance of 46.31 feet to a rod and cap;

thence Notth 74 degrees 15 minutes 28 seconds East, a distance of 162.41 feet to a rod and cap;

thence Notth 65 degrees 42 minutes 56 seconds East, a distance of 50.66 feet to a rod and cap;

Alonso_J Typewritten Text Upper St. Marks River Corridor Woodvest, LLC Jefferson County

Alonso_J thence North 51 degrees 10 minutes 06 seconds East, a distance of 47.87 feet to a rod and cap;

thence North 3 5 degrees 08 minutes 41 seconds East, a distance of 55 .81 feet to a rod and cap;

thence North 16 degrees 59 minutes 24 seconds East, a distance of 44.35 feet to a rod and cap;

thence North 09 degrees 57 minutes 31 seconds East, a distance of 169.64 feet to a rod and cap;

thence North 08 degrees 16 minutes 41 seconds East, a distance of 111.36 feet to a rod and cap;

thence No1th 2 I degrees 39 minutes 02 seconds East, a distance of 51.19 feet to a rod and cap;

thence No1th 42 degrees 11 minutes 59 seconds East, a distance of 51.58 feet to a rod and cap;

thence No1th 55 degrees 06 minutes 17 seconds East, a distance of 51.16 feet to a rod and cap;

thence No1th 71 degrees 00 minutes 47 seconds East, a distance of 41.83 feet to a rod and cap;

thence North 54 degrees 52 minutes 27 seconds West, a distance of 72.53 feet to a rod and cap;

thence North 48 degrees 39 minutes 01 seconds West, a distance of 91.49 feet to a rod and cap;

thence North 36 degrees 04 minutes 02 seconds West, a distance of 60.58 feet to a rod and cap;

thence North 26 degrees 16 minutes 32 seconds West, a distance of 111.19 feet to a rod and cap;

thence North 29 degrees 55 minutes 04 seconds West, a distance of 273.81 feet to a rod and cap;

thence North I 6 degrees 06 minutes 03 seconds West, a distance of 104.64 feet to a rod and cap;

thence No11h 26 degrees 02 minutes 20 seconds West, a distance of 65.22 feet to a rod and cap;

thence North 1 0 degrees 57 minutes 13 seconds West, a distance of 38.11 feet to a rod and cap;

thence No11h 18 degrees 00 minutes 29 seconds East, a distance of 42.74 feet to a rod and cap;

thence North 3 1 degrees 23 minutes 49 seconds East, a distance of 177.78 feet to a rod and cap;

thence North 27 degrees 26 minutes 59 seconds East, a distance of 183.67 feet to a rod and cap;

thence No11h 33 degrees 28 minutes 19 seconds East, a distance of 76.24 feet to a rod and cap;

thence North 44 degrees 13 minutes 38 seconds East, a distance of 62.87 feet to a rod and cap;

thence North 52 degrees 57 minutes 50 seconds East, a distance of 78.38 feet to a rod and cap;

thence North 56 degrees 55 minutes 55 seconds East, a distance of 116.15 feet to a rod and cap;

thence No11h 54 degrees 16 minutes 10 seconds East, a distance of 71. 71 feet to a rod and cap;

thence No11h 49 degrees 25 minutes 11 seconds East, a distance of 49.84 feet to a rod and cap;

thence No11h 39 degrees 20 minutes 53 seconds East, a distance of 41.39 feet to a rod and cap;

thence North 28 degrees 18 minutes 19 seconds East, a distance of 43.38 feet to a rod and cap;

thence No11h 11 degrees 40 minutes 19 seconds East, a distance of 37.76 feet to a rod and cap;

thence North 08 degrees 24 minutes 51 seconds West, a distance of 76.61 feet to a rod and cap;

thence No11h 05 degrees 11 minutes 55 seconds West, a distance of 43.31 feet to a rod and cap;

thence North I I degrees 04 minutes 53 seconds East, a distance of 50.86 feet to a rod and cap;

thence No11h 30 degrees 25 minutes 25 seconds East, a distance of 148.44 feet to a rod and cap;

thence North 32 degrees 11 minutes 38 seconds East, a distance of 117.84 feet to a rod and cap;

thence North 35 degrees 35 minutes 13 seconds East, a distance of 112.16 feet to a rod and cap;

Alonso_J Typewritten Text Upper St. Marks Corridor Woodvest, LLC Jefferson County

Alonso_J thence No1th 43 degrees 36 minutes 30 seconds East, a distance of 81.51 feet to a rod and cap;

thence No11h 59 degrees 42 minutes 15 seconds East, a distance of 109.28 feet to a rod and cap;

thence North 58 degrees 42 minutes 36 seconds East, a distance of 58.26 feet to a rod and cap;

thence North 49 degrees 11 minutes 28 seconds East, a distance of 58.31 feet to a rod and cap;

thence North 44 degrees 35 minutes 10 seconds East, a distance of 137.28 feet to a rod and cap;

thence North 53 degrees 52 minutes 48 seconds East, a distance of 151.57 feet to a rod and cap;

thence No11h 48 degrees 59 minutes 20 seconds East, a distance of 55.38 feet to a rod and cap;

thence North 37 degrees 46 minutes 10 seconds East, a distance of 58.13 feet to a rod and cap;

thence No1th 35 degrees 28 minutes 26 seconds East, a distance of 103.78 feet to a rod and cap;

thence No1th 41 degrees 35 minutes 03 seconds East, a distance of 70.27 feet to a rod and cap;

thence No11h 52 degrees 12 minutes 00 seconds East, a distance of 49.56 feet to a rod and cap;

thence Notth 63 degrees 53 minutes 3 7 seconds East, a distance of 44.87 feet to a rod and cap;

thence North 82 degrees 39 minutes 54 seconds East, a distance of 59.26 feet to a rod and cap;

thence South 87 degrees 25 minutes 48 seconds East, a distance of 336.24 feet to a rod and cap;

thence South 70 degrees 24 minutes 23 seconds East, a distance of 36.98 feet to a rod and cap;

thence No11h 18 degrees 29 minutes 38 seconds East, a distance of 127.41 feet to a rod and cap;

thence No11h 10 degrees 59 minutes 48 seconds East, a distance of l 06.75 feet to a rod and cap;

thence No11h 18 degrees 18 minutes 23 seconds East, a distance of 35.96 feet to a rod and cap ;

thence No1ih 32 degrees 55 minutes 53 seconds East, a distance of 36.29 feet to a rod and cap marking the intersection of said centerline of a 50 foot wide roadway easement with the centerline of the Old Connell Tram Road; thence leaving said centerline of a 50 foot wide roadway easement run along said centerline of Old Connell Tram Road as follows: North 31 degrees 27 minutes 35 seconds West, a distance of 253.64 feet to a rod and cap; thence North 35 degrees 20 minutes 49 seconds West, a distance of 91.10 feet to a rod and cap; thence North 28 degrees 29 minutes 52 seconds West, a distance of 230.13 feet to a rod and cap; thence North 29 degrees 12 minutes 14 seconds West, a distance of 202.90 feet to a rod and cap; thence North 27 degrees 30 minutes 41 seconds West, a distance of 4 7. 78 feet to a rod and cap marking the intersection of said centerline with the Northerly boundary line of Section 5, Township 2 South, Range 3 East, Jefferson County, Florida; thence along said No11herly boundary line run North 89 degrees 26 minutes 11 seconds

East, a distance of 2,747.27 feet to a rod and cap marking the Northeast comer of said Section 5, Township 2 South, Range 3 East, Jefferson County, Florida, said point also being the Northwest corner of said Section 4, Township 2 South, Range 3 East; thence continue along the Northerly boundary of said Section 4 North 89 degrees 26 minutes 11 seconds East, a distance of 210. 72 feet to a rod and cap, thence continue along the Northerly boundary of said Section 4, North 89 degrees

44 minutes 26 seconds East, a distance of 1,200.84 feet to a rod and cap marking the Northeast

Alonso_J Typewritten Text Upper St. Marks River Corridor Woodvest, LLC Jefferson County

Alonso_J corner of the Northwest Quarter of the Northwest Quarter of said Section 4; thence run along the

Easterly boundary line of said Northwest Quarter of the Northwest Quarter of said Section 4 and the Easterly boundary line of the Southwest Quaiter of the Northwest Quarter of said Section 4, South 00 degrees 19 minutes 00 seconds East, a distance of 2,638.49 feet to a St. Joe Paper

Company concrete monument marking the Southeast Corner of the Southwest Quarter of the

Northwest Quarter of said Section 4; thence run along the No1therly boundary line of the Southwest

Quarter of said Section 4, Notth 89 degrees 43 minutes 21 seconds East, a distance of 1,326.84 feet to a St. Joe Paper Company concrete monument marking the Southeast comer of the Southeast

Quarter of the Notthwest Quarter of said Section 4; thence run along the Easterly boundary line of said Southwest Quarter of said Section 4, South 00 degrees 19 minutes 00 seconds East, a distance of 2,718.30 feet to the POINT OF BEGINNING, containing l, 177.10 acres, more or less.

LESS AND EXCEPT THE FOLLOWING:

Commence at a rod and cap marking the Southeast corner of the Southeast Quarter of the

Southwest Quarter of Section 4, Township 2 South, Range 3 East, Jefferson County, Florida; thence

South 88 degrees 38 minutes 54 seconds West along the Southerly boundary lines of Sections 4 and

5. Township 2 South, Range 3 East, Jefferson County, Florida, for a distance of 3,453.94 feet to a rod and cap lying on the Easterly maintained right of way line of Connell Tram Road; thence leaving said Southerly boundary line run along the Easterly maintained right of way line North 16 degrees 08 minutes 50 seconds West 1850.45 feet to a St. Joe Paper Company concrete monument for the POINT OF BEGINNING; thence from said POINT OF BEGINNING run North 10 degrees

18 minutes 53 seconds West, a distance of 293.96 feet to a concrete filled pvc pipe; thence North I 7 degrees 45 minutes 32 seconds West, a distance of 544.90 feet to a concrete filled pvc pipe; thence

North 17 degrees 51 minutes 06 seconds West, a distance of I ,008.41 feet to a rebar; thence North

23 degrees 13 minutes 18 seconds West, a distance of 327.08 feet to an iron pipe; thence North 26 degrees 45 minutes 18 seconds West, a distance of 316.92 feet to a rod and cap; thence North 68 degrees 04 minutes 16 seconds East, a distance of 684.46 feet to an iron pipe; thence South 49 degrees 29 111 inutes 43 seconds East, a distance of 294.66 feet to a St. Joe Paper Company concrete monument; thence South 82 degrees 39 minutes 51 seconds East, a distance of 562.14 feet to a St.

Joe Paper Company concrete monument; thence South 83 degrees 41 minutes 14 seconds East, a distance of 287.59 feet to a St. Joe Paper Company concrete monument; thence North 87 degrees

09 minutes 12 seconds East, a distance of 305.81 feet to a St. Joe Paper Company concrete monument; thence South 00 degrees 03 minutes 26 seconds East, a distance of 799.23 feet to a rod and cap; thence South 16 degrees 55 minutes 09 seconds East, a distance of 187.69 feet to a rod and

Alonso_J Typewritten Text Upper St. Marks River Corridor Woodvest, LLC Jefferson County

Alonso_J cap; thence South 81 degrees 39 minutes 47 seconds East, a distance of 638.92 feet to a St. Joe

Paper Company concrete monument; thence South 09 degrees 33 minutes 22 seconds East, a distance of 62.21 feet to a St. Joe Paper Company concrete monument; thence South 00 degrees 57 minutes 47 seconds West, a distance of 209.06 feet to a concrete monument; thence South 09 degrees 55 minutes 08 seconds West, a distance of 337.83 feet to a concrete monument; thence

South 18 degrees 18 minutes 05 seconds West, a distance of 711.97 feet to a concrete monument;

thence South 89 degrees 21 minutes 51 seconds West, a distance of 397.13 feet to a concrete monument; thence No1ih 89 degrees 43 minutes 21 seconds West, a distance of 262.00 feet to a concrete monument; thence North 88 degrees 17 minutes 26 seconds West, a distance of 826.93 feet to a concrete monument; thence North 89 degrees 24 minutes 06 seconds West, a distance of

135.18 feet to the POINT OF BEGINNING, containing l 05.62 acres, more or less.

TOGETHER WITH THOSE CERTAIN EASEMENTS FOR INGRESS AND EGRESS AND

UTILITIES PROVIDED IN THE COMMON ROAD EASEMENT AGREEMENT RECORDED

IN BOOK 594, PAGE 446 OF THE PUBLIC RECORDS OF JEFFERSON COUNTY, FLORIDA.

TOGETHER WITH THE INGRESS AND EGRESS EASEMENT PROVIDED IN THE

COMMON ROAD EASEMENT AGREEMENT BETWEEN APALACH TIMBERLANDS II,

LLC, A DELAWARE LIMITED LIABILITY COMPANY AND ST. JOE TIMBERLAND

COMPANY OF DELAWARE, L.L.C., A DELAWARE LIMITED LIABILITY COMPANY

RECORDED ON JULY 2, 2008 IN BOOK 624, PAGE I OF THE PUBLIC RECORDS OF

JEFFERSON COUNTY, FLORIDA.

AND LESS AND EXCEPT ANY LANDS FROM THE ABOVE PARCEL C described in deeds recorded in O.R. Book 738, Page 430, O.R. Book 763, Page 197, O.R. Book 753, Page 97 and O.R.

Book 750, Page 288, Public Records of Jefferson County, Florida.

Alonso_J Typewritten Text Upper St. Marks River Corridor Woodvest, LLC Jefferson County

Alonso_J Typewritten Text

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

Alonso_J

BSM APPROVED

Alonso_J

9/14/2020

Upper St. Marks River Corridor

Jefferson County, Florida Document Path: W:\Counties_GIS\Jefferson\Appraisal_Upper_St_Marks_Corridor_Woodvest\GIS\Appraisal_Aerial_Upper_St_Marks_Corridor_Woodvest.mxd

SITE

Date Saved: 9/10/2020 12:20:51 PM

Subject Parcel National Wetlands Inventory Florida Forever Project Boundaries State Managed Conservation Lands

0 2,000 4,0001,000

Feet

Subject Parcel

File Location: \\FLDEP1\tech_cad\ Map Created By: GW Stelter

Data Sources:

1) Cadastral 2019 Data

2) Florida Conservation Lands

3) Florida Forever BOT Projects

4) NAVTEQ Roads

5) Bing Aerials

Upper St. Marks River Corridor Florida Forever BOT Project

St. Joe Timberland Florida Forever BOT Project

- Wacissa/Aucilla River Sinks

Aucilla Wildlife Management Area

Plank Road State Forest

Owner: Woodvest, LLC

Wetlands: 426 Acres Uplands: 303 Acres

Total: 729 Acres

Upper St. Marks River Corridor

Jefferson County, Florida Document Path: W:\Counties_GIS\Jefferson\Appraisal_Upper_St_Marks_Corridor_Woodvest\GIS\Appraisal_Vicinity_Upper_St_Marks_Corridor_Woodvest.mxd

SITE

Date Saved: 9/10/2020 1:53:57 PM

Subject Parcel Florida Forever Project Boundaries State Managed Conservation Lands City/County Managed Conservation Lands

0 1 20.5

Miles

Subject Parcel

File Location: \\FLDEP1\tech_cad\ Map Created By: GW Stelter

Data Sources:

1) Cadastral 2019 Data

2) Florida Conservation Lands

3) Florida Forever BOT Projects

4) NAVTEQ Roads

5) Bing Aerials

St. Joe Timberland Florida Forever BOT Project

- Wacissa/Aucilla River Sinks

Aucilla Wildlife Management Area

Plank Road State Forest

Owner: Woodvest, LLC

Wetlands: 426 Acres Uplands: 303 Acres

Total: 729 Acres

Upper St. Marks River Corridor Florida Forever BOT Project

St. Marks River Preserve State Park

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. If the DSL standards and ASTM requirements for Phase I ESAs conflict, then the Contractor must perform to the more stringent of the requirements. Specifically, the Contractor must adhere to the current scope and limitations of ASTM Designation: E 1527-05;

Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process.

The DSL required components and scope of the environmental site assessment beyond the above are as follows:

1. Requests for deviation from the DSL requirements as set forth must be approved in writing by the Division of State Lands prior to the issuance of a Task Assignment.

2. Certify the environmental site assessment to the Board of Trustees of the Internal Improvement Trust fund of the State of Florida and any other parties requested by DSL. If the report is not certified to the Board of Trustees of the Internal Improvement Trust Fund of the State of Florida and other requested parties, the product will not be accepted. The certification shall state the following: (a) the date the Task Assignment was signed by the Contractor (also insert a copy of the signed Task Assignment in the report following the certification page); (b) the date the Contractor began the work on the ESA; (c) the environmental site assessment meets the requirements of the Department of Environmental Protection, Division of State Lands, the current ASTM E 1527 standard, and therefore the federal Environmental Protection Agency's All Appropriate Inquiry Rule; (d) the accuracy, correctness and completeness of the environmental site assessment is provided with the knowledge of the ASTM; and (e) the Board of Trustees of the Internal Improvement Trust Fund of the State of Florida is entitled to rely on the information set forth in the environmental site assessment.

3. Determine if prior environmental site assessments have been done or any other environmental work and, if so, what it disclosed. Include all found information in the report as an Appendix for the independent review.

4. Contractor agrees to notify DSL immediately, or as soon as feasible, if any substantial problems of significant magnitude unfold or are discovered at any point during the Phase I ESA that impact the Subject Property.

5. Determine the potential existence of federal, state, tribal, and local environmental cleanup liens and Activity and Use Limitations (AUL) of enforcement actions against the Property. The Division of State Lands contracts with the Contractor to fulfill these obligations on behalf of the user( s )/DSL.

6. Identify adjoining property landowners.

7. Interview the applicable adjoining neighbors if it is determined by the Contractor that an adjoining landowner is involved in an industrial use (an activity requiring the application of labor and capital for the production or distribution of a product or

DEP Contract No. , Attachment C, Page 2 of 12 article, including, without limitation, manufacturing, processing, extraction, refining, warehousing, transportation, and utilities of hazardous substances or petroleum products), or if the adjoining site shows current or historical issues in the regulatory database search. Applicable sites would include gas stations; motor repair facilities; commercial printing facilities; dry cleaners; photo developing laboratories; junkyards or landfills; or waste treatment, storage, disposal, processing or recycling facilities. Interviewing residential neighbors is not necessary unless the Contractor has cause for concern.

8. Review and provide a summary of current and historical aerial photographs of the Property and surrounding area for an evaluation of prior and current use. Copies of the photography shall be placed in an appendix within the environmental site assessment for independent review.

9. Provide color photographs of the current site conditions in the ESA. All structures, wells, access roads and trail paths leading onto the Subject Property or impacting the Subject Property, areas of concern, items of concern (including trash sites, borrow pits, stressed vegetation and stained soil), business environmental risks, historical recognized environmental conditions, and recognized environmental conditions on the Property or impacting the Property shall be photographed.

Enough photographs should be taken to show a good representation of the entire site's conditions. If access is available inside of each structure(s), enough photographs should be taken to show a good representation of the internal portion of the structure{ s).

a. Include the corresponding Longitude and Latitude of each photograph, and an ArcGIS shapefile which also includes the latitudes and longitudes in the attribute table, in the ESA report for all indicated areas.

b. List manufacturer and model number of the GPS Unit used to collect data {i.e., Garmin GPS map 76).

10. Orient all photograph points on a site map to scale or current aerial photograph.

11. Estimate depth to groundwater and direction of groundwater flow.

12. List all data failures, as defined in the current ASTM E 1527 standard, and explain why they exist.

13. The environmental assessment report shall contain a discussion and evaluation of the relevance of all the components listed above and other findings of the ESA, along with definite conclusions and specific recommendations for further work the Contractor deems necessary as pertinent to the Subject Property.

14. Provide each report on double-sided pages.

15. Insert an aerial photograph or map of the entire Subject Property at the front of the report.

16. Provide a Table of Contents and page numbers in the ESA report.

17. Provide corresponding page numbers to the Contractor's Itemized Checklist (see Exhibit II), attached to the Task Assignment, and include a completed copy in the ESA.

18. Separate out appendices clearly in the report.

19. One (1) certified paper copy and four (4) certified CDs of the environmental site assessment shall be delivered to the DSL as set out below:

(DEP Contract Manager) Bureau of Land Acquisition Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 115 Tallahassee, Florida 32399

20. All professionals preparing or reviewing Environmental Site Assessments for the Division of State Lands are required to carry a minimum of $1,000,000 in professional liability insurance.

DEP Contract No. , Attachment C, Page 3 of 12

EXHIBIT II

CONTRACTOR'S ITEMIZED CHECKLIST

Phase I ESA {ASTM E 1527 and ASTM E 2247): Updated Phase I ESA (ASTM E 1527 and ASTM E 2247J

Directions: Please fill in each blank with the appropriate response. An appendix may be indicated instead of page numbe�s), if appropriate.

1) YES/NO Have any requests for deviation to the DSL Scope of Services been approved?

2) Page#

Certification to the Board of Trustees, with subsections a, b, c, d, and e.

3) Page# Determination of whether other or previous ESAs or environmental work has been performed at the Subject Property. If other ESAs or environmental work exists, state the Appendix in which copies of the previous ESAs or environmental work can be found in the report: Appendix

4) Page#

Determination of existing environmental liens and AULs on the Subject Property.

5) Page#

Adjoining property landowner identification.

6) YES/NO Were any adjoining landowners interviewed? If so, what page number can this information be found on in the report? Page # __

7) Page# Summary of current and historical aerial photographs.

8) Page# GPS points and GPS manufacturer and model.

9) Page#

Photograph points oriented on a site map to scale or current aerial photograph.

10) Page# Groundwater information.

11) Page# Data failure information.

12) Page# Discussion and evaluation of findings, conclusions and recommendations.

DEP Contract No. , Attachment C, Page 4 of 12

EXHIBIT Ill

DIVISION OF ST ATE LANDS

INSTRUCTIONS FOR

ENVIRONMENTAL SITE ASSESSMENTS

SCOPE OF SERVICES REQUIRED IN PERFORMING THE PHASE I ENVIRONMENTAL

SITE ASSESSMENT (ESA) FOR FORESTLAND OR RURAL PROPERTY

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 2247 standard. If the DSL standards and ASTM requirements for Phase I ESAs conflict, then the Contractor must perform to the more stringent of the requirements. Please see Contractor's Itemized Checklist (see Exhibit I), attached to the Task Assignment. Specifically, the Contractor must adhere to the current scope and limitations of ASTM Designation: E 2247-08; Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process for Forestland or Rural Property.

The DSL required components and scope of the environmental site assessment beyond the above are as follows:

1. Requests for deviation from the DSL requirements as set forth must be approved in writing by the Division of State Lands prior to the issuance of a Task Assignment.

2. Certify the environmental site assessment to the Board of Trustees of the Internal Improvement Trust fund of the State of Florida and any other parties requested by DSL. If the report is not certified to the Board of Trustees of the Internal Improvement Trust Fund of the State of Florida and other requested parties, the product will not be accepted. The certification shall state the following: (a) the date the Task Assignment was signed by the Contractor (also insert a copy of the signed Task Assignment in the report following the certification page); (b) the date the Contractor began the work on the ESA; (c) the environmental site assessment meets the requirements of the Department of Environmental Protection, Division of State Lands, the current ASTM E 2247 standard, and therefore the federal Environmental Protection Agency's All Appropriate Inquiry Rule; (d) the accuracy, correctness and completeness of the environmental site assessment is provided with the knowledge of the ASTM; and (e) the Board of Trustees of the Internal Improvement Trust Fund of the State of Florida is entitled to rely on the information set forth in the environmental site assessment.

3. Determine if prior environmental site assessments have been done or any other environmental work and, if so, what it disclosed. Include all found information in the report as an Appendix for the independent review.

4. Contractor agrees to notify DSL immediately, or as soon as feasible, if any substantial problems of significant magnitude unfold or are discovered at any point during the Phase I ESA that impact the Subject Property.

5. Determine the potential existence of federal, state, tribal, and local environmental cleanup liens and Activity and Use Limitations (AUL) of enforcement actions against the Property. The Division of State Lands contracts with the Contractor to fulfill these obligations on behalf of the user(s)/DSL.

6. Identify adjoining property landowners.

DEP Contract No , Attachment C, Page 5 of 12

7. Interview the applicable adjoining neighbors if it is determined by the Contractor that an adjoining landowner is involved in an industrial use (an activity requiring the application of labor and capital for the production or distribution of a product or article, including, without limitation, manufacturing, processing, extraction, refining, warehousing, transportation, and utilities of hazardous substances or petroleum products), or if the adjoining site shows current or historical issues in the regulatory database search. Applicable sites would include gas stations; motor repair facilities; commercial printing facilities; dry cleaners; photo developing laboratories; junkyards or landfills; or waste treatment, storage, disposal, processing or recycling facilities. Interviewing residential neighbors is not necessary unless the Contractor has cause for concern.

8. Review and provide a summary of current and historical aerial photographs of the Property and surrounding area for an evaluation of prior and current use. Copies of the photography shall be placed in an appendix within the environmental site assessment for independent review.

9. Provide color photographs of the current site conditions in the ESA. All structures, wells, access roads and trail paths leading onto the Subject Property or impacting the Subject Property, areas of concern, items of concern (including trash sites, borrow pits, stressed vegetation and stained soil), business environmental risks, historical recognized environmental conditions, and recognized environmental conditions on the Property or impacting the Property shall be photographed.

Enough photographs should be taken to show a good representation of the entire site's conditions. If access is available inside of each structure(s), enough photographs should be taken to show a good representation of the internal portion of the structure( s).

a. Include the corresponding Longitude and Latitude of each photograph, and an ArcGIS shapefile which also includes the latitudes and longitudes in the attribute table, in the ESA report for all indicated areas.

b. List manufacturer and model number of the GPS Unit used to collect data (i.e., Garmin GPS map 76).

10. Orient all photograph points on a site map to scale or current aerial photograph.

11. Estimate depth to groundwater and direction of groundwater flow.

12. List all data failures, as defined in the current ASTM E 2247 standard, and explain why they exist.

13. The environmental assessment report shall contain a discussion and evaluation of the relevance of all the components listed above and other findings of the ESA, along with definite conclusions and specific recommendations for further work the Contractor deems necessary as pertinent to the Subject Property.

14. Provide each report on double-sided pages.

15. Insert an aerial photograph or map of the entire Subject Property at the front of the report.

16. Provide a Table of Contents and page numbers in the ESA report.

17. Provide corresponding page numbers to the Contractor's Itemized Checklist (see Exhibit I), attached to the Task Assignment, and include a completed copy in the ESA.

18. Separate out appendices clearly in the report.

DEP Contract No. , Attachment C, Page 6 of 12

19. One (1) certified paper copy and four (4) certified CDs of the environmental site assessment shall be delivered to the DSL as set out below:

(DEP Contract Manager) Bureau of Land Acquisition Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 115 Tallahassee, Florida 32399

20. All professionals preparing or reviewing Environmental Site Assessments for the Division of State Lands are required to carry a minimum of $1,000,000 in professional liability insurance.

DEP Contract No. , Attachment C, Page 7 of 12

EXHIBIT IV

DIVISION OF ST ATE LANDS

INSTRUCTIONS FOR

UPDATED ENVIRONMENT AL SITE ASSESSMENTS

SCOPE OF SERVICES REQUIRED IN PERFORMING AN UPDATED

PHASE I (ASTM E 1527 or E 2247) ENVIRONMENTAL SITE ASSESSMENT (ESA)

The updated 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 or current ASTM E 2247 standard, whichever is applicable to the update. If the DSL standards and ASTM requirements for Phase I ESAs conflict, then the Contractor must perform to the more stringent of the requirements. Please see the Contractor's Itemized Checklist which will be attached to the Task Assignment (see Exhibit 11). Specifically, the Contractor must adhere to the current scope and limitations of ASTM Designation: E 1527-05; Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, or ASTM Designation: E 2247-08, Standard Practice for Environmental Site Assessment Process for Forestland or Rural Property, whichever is applicable to the update.

The OSL required components and scope of the environmental site assessment beyond the above are as follows:

1. Requests for deviation from the DSL requirements as set forth must be approved in writing by the Division of State Lands prior to the issuance of a Task Assignment.

2. Certify the updated environmental site assessment to the Board of Trustees of the Internal Improvement Trust fund of the State of Florida and any other parties requested by OSL. If the updated ESA report is not certified to the Board of Trustees of the Internal Improvement Trust Fund of the State of Florida and other requested parties, the product will not be accepted.

The certification shall state the following: (a) the date the Task Assignment was signed by the Contractor (also insert a copy of the signed Task Assignment in the report following the certification page); (b) the date the Contractor began the work on the updated ESA; (c} the updated environmental site assessment meets the requirements of the Department of Environmental Protection, Division of State Lands, the current ASTM standard, and therefore the federal Environmental Protection Agency's All Appropriate Inquiry Rule; (d) the accuracy, correctness and completeness of the updated environmental site assessment is provided with the knowledge of the ASTM; and (e) the Board of Trustees of the Internal Improvement Trust Fund of the State of Florida is entitled to rely on the information set forth in the updated environmental site assessment.

3. Determine if prior environmental site assessments have been done or any other environmental work and, if so, what it disclosed. Include all found information in the report as an Appendix for the independent review.

4. Contractor…