TASK ASSIGNMENT NOTIFICATION FORM

DEP CONTRACT NO. PL267

Task Assignment Number: PL267.007 BLA File Number: 328721 Date: May 9, 2023

Project Name: Avalon County: Jefferson Owner’s Name/Parcel #: Avalon Plantation, LLC. (Annex) Approx. acres: 1,943 Parcel ID: Multiple

Contractor: Tetra Tech, Inc. FEID No: 95-4148514 Contractor Contract Manager: Laura Barrett Phone Number: 850-536-8120

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 (ESA) and Baseline Documentation Report (BDR), as separate reports, 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 provided in Exhibit “C.” In addition, the Contractor must comply with the most current American Society of Testing and Materials (ASTM) 2247 standard for conducting Phase I ESAs on forestland or rural property. 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.

Authorized deviations from DSL Scope of Services: 1) DSL will not require a 50-year chain-of-title search;

however, the Contractor will be responsible for conducting a proper Environmental Lien and AUL Search. Contractor shall report on the findings of this search and provide an assessment as to whether any findings constitute a significant concern. 2) DSL waives the requirement to submit five (5) certified hard copies of the Phase I ESA report and three

(3) certified hard copies of the BDR to DSL. Only one digital copy (compact disc, USB) will be required to be submitted to DSL for each report. Contractor shall remain responsible for providing one (1) certified hard copy of each report to the landowner.

Property Owner / Representative contact information:

The User Questionnaire is completed and attached. For property specific questions and property access, contact the sellers representative Dean Saunders at 863-648-1528, (cell) 863-287-8340 or dean@svn.com

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

Draft Products Due Date: July 7, 2023

Task Assignment Type: Amount Not To Exceed:

Fee Schedule $ 9,229.25(1,943 acres x $4.75/acre) Cost Reimbursement $ 3,130.10 Additional AUL/Lien Searches $345.00 Total Task Assignment Value $ 12,704.35

TETRA TECH, INC. FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION

Contract Manager Date DEP Contract Manager or designee Date

APPROVED:

Contractual Authority Date

Laura Barrett Digitally signed by Laura Barrett Date: 2023.05.11 10:49:58 -04'00'

James Parker

Digitally signed by James Parker Date: 2023.05.09 15:17:11 -04'00'

Digitally signed by Robbie Parrish Date: 2023.05.10 10:59:42 -04'00' mailto:dean@svn.com

Funding Authority Date

FOR DEPARTMENT USE ONLY:

Funding Information:

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

37102400000 QH 423001 131545 37100400 N/A 084108 FF10600 22 $12,704.35

cc: Contracts Office (MS93)

Bureau of Finance & Accounting (MS75) 2 copies

29-Digit FLAIR Code: 37 20 2 423001 37100400 00 084108 22

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.

Amy Horton Digitally signed by Amy Horton Date: 2023.05.10 12:37:07 -04'00'

Note: The following is for informational purposes only and is given without assurance or guarantee:

2022 taxes show PAID. The gross amount is $294.10 for Tax Identification No.

35-1N-3E-0000-0120-0000.

Note: The following is for informational purposes only and is given without assurance or guarantee:

2022 taxes show PAID. The gross amount is $764.86 for Tax Identification No.

01-1S-3E-0000-0010-0000.

Note: The following is for informational purposes only and is given without assurance or guarantee:

2022 taxes show PAID. The gross amount is $2,171.34 for Tax Identification No.

02-1S-3E-0000-0030-0000.

Note: The following is for informational purposes only and is given without assurance or guarantee:

2022 taxes show PAID. The gross amount is $2,948.23 for Tax Identification No.

03-1S-3E-0000-0011-0000.

Note: The following is for informational purposes only and is given without assurance or guarantee:

2022 taxes show PAID. The gross amount is $2,582.35 for Tax Identification No.

10-1S-3E-0000-0011-0000.

Note: The following is for informational purposes only and is given without assurance or guarantee:

2022 taxes show PAID. The gross amount is $1,008.54 for Tax Identification No.

11-1S-3E-0000-0011-0000.

Note: The following is for informational purposes only and Is given without assurance or guarantee:

2022 taxes show PAID. The gross amount is $3.54 for Tax Identification No.

15-1S-3E-0000-0261-0000.

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EXHIBIT A

The Land referred to herein below is situated in the County of Jefferson, State of Florida, and is described as follows:

Begin at an old terra cotta monument marking the Northeast corner of the Southeast Quarter of Section 2, Township 1 South, Range 3 East, Jefferson County, Florida, and thence run South 88 degrees 47 minutes 26 seconds East 1366.74 feet, thence run North 00 degrees 53 minutes 49 seconds West

1268.64 feet, thence run South 89 degrees 24 minutes 53 seconds East 600.44 feet to the Westerly maintained right-of-way boundary of a county paved road, thence run South 23 degrees 19 minutes 14 seconds East along said right-of-way boundary 647.14 feet, thence run South 31 degrees 04 minutes 33 seconds East along said right-of-way boundary 1573.84 feet, thence run South 10 degrees 28 minutes 44 seconds East along said right-of-way boundary 719.59 feet to a concrete monument, thence run South 89 degrees 38 minutes 54 seconds West 546.97 .feet to a concrete monument, thence run South 01 degrees 18 minutes 19 seconds East 1265.79 feet to a concrete monument, thence run South 89 degrees 51 minutes 10 seconds East 561.34 feet to a concrete monument, thence run South 00 degrees 34 minutes 09 seconds East 1306.82 feet, thence run South 88 degrees 49 minutes 43 seconds west 633.12 feet to a concrete monument, thence run South 00 degrees 34 minutes 09 seconds East 1077.34 feet to a concrete monument, thence run South 89 degrees 28 minutes 21 seconds West 910.00 feet, thence run South 00 degrees 34 minutes 09 seconds East 1829.47 feet to the Northerly right-of-way boundary of State Road No. 20 (U.S. Highway 27), thence run South 84 degrees 01 minutes 30 seconds West along said right-of-way boundary 7114.70 feet, thence run South 84 degrees 02 minutes 30 seconds West

4137.81 feet to the intersection with the Easterly right-of-way boundary of State Road No. 59, said point lying on a curve concave to the Easterly, thence run Northerly along said Easterly right-of-way boundary and along said curve with a radius of 905.37 feet, thru a central angle of 13 degrees 13 minutes 39 seconds for an arc distance of 209.02 feet, the chord of said arc being North 09 degrees 06 minutes 17 seconds West 208.56 feet, thence run North 02 degrees 34 minutes 21 seconds·East along said right-of way boundary 7288.23 feet, thence run North 02 degrees 30 minutes 21 seconds East along said right of-way boundary 1800.27 feet to the intersection with the Southerly right-of-way boundary of Barrington Road, thence run North 88 degrees 30 minutes 12 seconds East along said Southerly right-of-way boundary 684.50 feet, thence run North 86 degrees 57 minutes 18 seconds East along said right-of-way boundary 72.39 feet, thence run South 00 degrees 41 minutes 58 seconds East 210.98 feet, thence run North 86 degrees 57 minutes 18 seconds East 630.00 feet, thence run North 00 degrees 41 minutes 58 seconds West 210.00 feet to the Southerly right-of-way boundary of said Barrington Road, thence run along said right-of-way boundary as follows: North 87 degrees 24 minutes 48 seconds East 699.74 feet, thence North 88 degrees 16 minutes 48 seconds East 335.78 feet to a point of curve to the left, thence Northeasterly along said curve with a radius of 212.42 feet, thru a central angle of 43 degrees 37 minutes 06 seconds for an arc distance of 161. 71 feet, thence North 44 degrees 39 minutes 42 seconds East 924.73 feet, thence North 44 degrees 31 minutes 48 seconds East 750.29 feet to a point of a curve to the left, thence Northeasterly along �id curve with a radius of 502.96 feet, thru a central angle of 22 degrees 29 minutes 24 seconds for an arc distance of 197.43 feet, thence North 22 degrees 02 minutes 24 seconds East 670.44 feet to a point of curve to the right, thence Northeasterly along said curve with a radius of 678.99 feet, thru a central angle of 24 degrees 54 minutes 54 seconds for an arc distance of

295.26 feet, thence North 46 degrees 57 minutes 18 seconds East 356.68 feet to a point of curve to the right, thence Northeasterly along said curve with a radius of 528.08 feet, thru a central angle of 41 degrees 29 minutes 12 seconds for an arc distance of 382.37 feet, thence North 88 degrees 26 minutes

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Alonso_J Typewritten Text Avalon Avalon Plantation, LLC Jefferson County

30 seconds East 452.66 feet, thence North 89 degrees 47 minutes 48 seconds East 726.29 feet, thence South 88 degrees 34 minutes 30 seconds East 444.23 feet, thence leaving said right-of-way boundary run South 00 degrees 03 minutes 10 seconds West 2003.76 feet to a concrete monument, thence run South 89 degrees 20 minutes 40 seconds East 1322.63 feet to a concrete monument, thence run South 00 degrees 19 minutes 30 seconds East 1980.62 feet, thence run North 88 degrees 17 minutes 06 seconds East 1302.84 feet to the POINT OF BEGINNING, situate, lying and being In Sections 34 and 35, Township 1 North, Range 3 East and Sections 1, 2, 3, 10, 11, 12 and 15, Township 1 South, Range 3 East, Jefferson County, Florida.

LESS AND EXCEPT a tract of land situate within Sections 1, 2, 11 and 12, all in Township 1 South, Range 3 East, Jefferson County, Florida, being more particularly described as follows:

Commence at a 5/8 inch iron rod (no cap) marking the intersection of the North right-of-way line of State Road No. 20 (U.S. Highway 27) with the East right-of-way line of State Road No. 59 in Section 15, Township 1 South, Range 3 East, Jefferson County, Florida, and run North 83 degrees 55 minutes 05 seconds East along the North right-of-way line of said State Road No. 20 (U.S. Highway 27) a distance of

4137.81 feet to a 5/8 inch iron rod (cap stamped LB#7896), thence run North 83 degrees 54 minutes 05 seconds East along said right-of-way line 1378.57 feet to a 5/8 inch iron rod (cap stamped LB#7896) for the POINT OF BEGINNING, thence from said Point of Beginning and leaving said right-of-way line, run North 06 degrees 05 minutes 55 seconds West 954.00 feet to a 5/8 inch iron rod (cap stamped LB#7896), thence run North 83 degrees 54 minutes 05 seconds East 260.78 feet to a 5/8 inch iron rod (cap stamped LB#7896), thence run Ncrth 01 degree 37 minutes 19 seconds East 1965.49 feet to a 5/8 inch iron rod (cap stamped LB#7896) on the North boundary of a 20-foot wide casement, thence run along the North boundary of said easement as follows: South 50 degrees 04 minutes 38 seconds East

75.86 feet to an iron rod (cap stamped LB#7896), thence run South 61 degrees 31 minutes 49 seconds East 68.32 feet to an iron rod ( cap stamped LB#7896), thence run South 66 degrees 04 minutes 40 seconds East 295.09 feet to an iron rod (cap stamped LB#7896) on the North boundary of the Turner property as described in Official Records Book 768, page 202 in the Public Records of said Jefferson County, Florida, thence leaving the North boundary of said Easement, run South 76 degrees 39 minutes 01 seconds East, along the North boundary of said Turner Property, 220.95 feet to an iron rod (cap stamped LB#7896) on the North boundary of the aforesaid 20-foot wide easement, thence run along the North boundary of said Easement as follows: North 45 degrees 03 minutes 09 seconds East 59.40 feet to an iron rod (cap stamped LB#7896), thence run North 37 degrees 47 minutes 31 seconds East 122.14 feet to an iron rod (cap stamped LB#7896), thence run North 31 degrees 56 minutes 39 seconds East

68.38 feet to an iron rod (cap stamped LB#7896), thence run North 17 degrees 29 minutes 38 seconds East 85.33 feet to an iron rod (cap stamped LB#7896), thence run North 34 degrees 17 minutes 18 seconds East 51.85 feet to an iron rod (cap stamped LB#7896), thence run North 46 degrees 56 minutes 43 seconds East 71.87 feet to an iron rod (cap stamped LB#7896), thence run North 63 degrees 52 minutes 29 seconds East 51.10 feet to an iron rod (cap stamped LB#7896), thence run North 81 degrees 00 minutes 12 seconds East 56.52 feet to an iron rod (cap stamped LB#7896), thence run North 85 degrees 23 minutes 16 seconds East 101.86 feet to an iron rod (cap stamped LB#7896), thence run North 77 degrees 12 minutes 09 seconds East 48.97 feet to an iron rod (cap stamped LB#7896), thence run North 62 degrees 47 minutes 08 seconds East 51.89 feet to an iron rod (cap stamped LB#7896), thence run North 49 degrees 52 minutes 28 seconds East 181.97 feet to an iron rod (cap stamped LB#7896), thence run North 61 degrees 34 minutes 11 seconds East 84.17 feet to an iron rod (cap stamped LB#7896), thence run North 79 degrees 01 minutes 15 seconds East 56.68 feet to an iron rod

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Alonso_J Typewritten Text Avalon Avalon Plantation, LLC

(cap stamped LB#7896), thence run South 84 degrees 35 minutes 50 seconds East 62.84 feet to an iron rod (cap stamped LB#7896), thence run South 75 degrees 44 minutes 31 seconds East 63.93 feet to an Iron rod (cap stamped LB#7896), thence run South 87 degrees 29 minutes 56 seconds East 70.99 feet to an iron rod (cap stamped LB#7896), th�nce run North 74 degrees 30 minutes 15 seconds East 58.37 feet to an iron rod (cap stamped LB#7896), thence run North 68 degrees 31 minutes 31 seconds East 86.58 feet to an iron rod (cap stamped LB#7896), thence run North 72 degrees 07 minutes 56 seconds East

129.56 feet to an iron rod (cap stamped LB#7896), thence run North 80 degrees 32 minutes 38 seconds East 59.03 feet to an iron rod (cap stamped LB#7896), thence run North 84 degrees SO minutes 02 seconds East 93.36 feet to an iron rod (cap stamped LB#7896), thence run North 81 degrees 24 minutes 56 seconds East 91.93 feet to an iron rod (cap stamped LB#7896), thence run North 73 degrees 30 minutes 25 seconds East 158.92 feet to an iron rod (cap stamped LB#7896), thence run North 68 degrees 01 minutes 19 seconds East 83.87 feet to an iron rod (cap stamped LB#7896), thence run North 52 degrees 33 minutes 45 seconds East 106.47 feet to an iron rod (cap stamped LB#7896), thence run North 56 degrees 57 minutes 57 seconds East 96.42 feet to an Iron rod (cap stamped LB#7896), thence run North 57 degrees 48 minutes 21 seconds East 157.77 feet to an iron rod (cap stamped LB#7896), thence run North 56 degrees 18 minutes 52 seconds East 100.09 feet to an iron rod (cap stamped LB#7896), thence run North 61 degrees 11 minutes 11 seconds East 112.36 feet to an iron rod (cap· stamped LB#7896), thence run North 58 degrees 38 minutes 37 seconds East 84.36 feet to an iron rod (cap stamped LB#7896), thence run North 56 degrees 32 minutes 46 seconds East 74.10 feet to an iron rod (cap stamped LB#7896), thence run North 44 degrees 37 minutes 09 seconds East 83.40 feet to an iron rod (cap stamped LB#7896), thence run North 81 degrees 02 minutes 57 seconds East 51.77 feet to an iron rod (cap stamped LB#7896), thence run North 77 degrees 32 minutes 49 seconds East 145.52 feet to an iron rod (cap stamped LB#7896), thence run North 75 degrees 41 minutes 12 seconds East

29.84 feet to an iron rod (cap stamped LB#7896), thence run North 50 degrees 32 minutes 57 seconds East 33.83 feet to an iron rod (cap stamped LB#7896), thence run North 39 degrees 10 minutes 14 seconds East 103.92 feet to an iron rod (cap stamped LB#7896), thence run North 20 degrees 27 minutes SO seconds East 76.85 feet to an iron rod (cap stamped LB#7896), thence run North 21 degrees 42 minutes 17 seconds East 107 .08 feet to an iron rod ( cap stamped LB#7896), thence run North 39 degrees 28 minutes 25 seconds East 60.49 feet to an iron rod (cap stamped LB#7896), thence run North 57 degrees 31 minutes 42 seconds East 85.08 feet to an iron rod (cap stamped LB#7896), thence run North 44 degrees 46 minutes 17 seconds East 52.28 feet to an iron rod (cap stamped LB#7896), thence run North 19 degrees 03 minutes 12 seconds East 79.68 feet to an iron rod (cap stamped LB#7896), thence run North 18 degrees 03 minutes 45 seconds East 98.48 feet to.an iron rod (cap stamped LB#7896), thence run North 26 degrees 37 minutes 25 seconds East 82:26 feet to an iron rod (cap stamped LB#7896), thence run North 34 degrees 37 minutes 34 seconds East 125.20 feet to an iron rod (cap stamped LB#7896), thence run North 27 degrees 49 minutes 48 seconds East 77.01 feet to an iron rod (cap stamped LB#7896), thence run North 14 degrees 29 minutes 25 seconds East_ 78.68 feet to an Iron rod (cap stamped LB#7896), thence run North 00 degrees 06 minutes 24 seconds East 101.07 feet to an iron rod (cap stamped LB#7896), thence run South 80 degrees 45 minutes 03 seconds East 179.79 feet to an iron rod (cap stamped LB#7896), thence run South 81 degrees 52 minutes 17 seconds East

144.43 feet to an iron rod (cap stamped LB#7896), thence run South 89 degrees 16 minutes 46 seconds East 108.76 feet to an iron rod (cap stamped LB#7896), thence run South 75 degrees 01 minutes 06 seconds East 102.58 feet to an iron rod (cap stamped LB#7896), thence run South 82 degrees 04 minutes 56 seconds East 159.46 feet to an iron rod (cap stamped LB#7896), thence run South 80 degrees 06 minutes 24 seconds East 231.35 feet to an iron rod (cap stamped LB#7896), thence run South 89 degrees 58 minutes 35 seconds East 259.27 feet to an iron rod (cap stamped LB#7896), thence

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Alonso_J Typewritten Text Avalon Avalon Plantation, LLC (Annex) run South 84 degrees 37 minutes 15 seconds East 209.67 feet to an iron rod (cap stamped LB#7896), thence run North 88 degrees 03 minutes 10 seconds East 124.67 feet to an iron rod (cap stamped LB#7896), thence run North 88 degrees 24 minutes 56 seconds East 126.98 feet to an iron rod (cap stamped LB#7896), thence run North 84 degrees 03 minutes 56 seconds East 345.29 feet to an iron rod (cap stamped LB#7896), thence run Scuth 67 degrees 55 minutes 06 seconds East 114.63 feet to an iron rod (cap stamped LB#7896), thence run North 88 degrees 14 minutes 00 seconds East 522.30 feet to an iron rod (cap stamped LB#7896), thence run South 76 degrees 40 minutes 21 seconds East 40.00 feet to an iron rod (cap stamped LB#7896), thence leaving the North boundary of said Easement, run North 02 degrees 58 minutes 11 seconds West 31.47 to a 3x3 inch concrete monument ("X" top), thence run South 89 degrees 55 minutes 23 seconds East 560.96 feet to a 4x4 inch concrete monument (broken top), thence run South 00 degrees 39 minutes 50 seconds East 1306.82 feet to a 5/8 inch Iron rod (cap stamped LB#7896), thence run South 88 degrees 44 minutes 03 seconds West 633.12 feet to a 5/8 inch iron rod (cap stamped LB#7896), thence run South 00 degrees 40 minutes Si seconds East 1077.19 feet to a 3x3 inch concrete monument ("X" top), thence run South 89 degrees 21 minutes 58 seconds West

910.03 feet to a 5/8 inch iron rod (cap stamped LB#6475), thence run South 00 degrees 39 minutes 55 seconds East 1829.82 feet to a 5/8 inch iron rod and cap on the North right-of-way line of said State Road No. 20 (U.S. Highway 27), thence run South 83 degrees 54 minutes OS seconds West along said right-of-way line 5733.98 feet to the Point of Beginning.

LESS AND EXCEPT:

Commence at a 5/8 inch iron rod (no cap) marking the intersection of the North right-of-way line of State Road No. 20 (U.S. Highway 27) with the East right-of-way line of State Road No. 59 in Section 15, Township 1 South, Range 3 East, Jefferson County, Florida, and run North 83 degrees 55 minutes 05 seconds East along the North right-of-way line of said State Road No. 20 (U.S. Highway 27) a distance of 2,156.64 feet to the Point of Beginning; thence leaving said North right-of-way line run North 12° 05'31" West 408.74 feet, thence run South 86°14'26" West 614.70 feet, thence run North 12°34'32" West 737.88 feet, thence run North 84°24'01" East 668.68 feet, thence run South 11°11'31" East 1,163.56 feet to a point of intersection with the aforementioned North right-of-way line of State Road No.

20 (U.S. Highway 27), thence run South 83°55'05" W along said North right-of-way line 31.86 feet to the Point of Beginning.

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Alonso_J Typewritten Text Avalon Avalon Plantation, LLC (Annex) Jefferson County

Alonso_J BSM Approved

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 Typewritten Text 04/19/2023

White house Rd

Crow Pond

St Augustine Rd

Shadow Lake

Watermill Rd

B ar ri ngton Rd

L lo yd C re e k R d

C h erry T re e

R d

G a m b le R d

Wooten Lake

A rm s tro ng R d

St Augustine Rd L B

L nW Capps Hwy

G am b le

R d

Lake Catherine

Armstrong Rd

St Augustin e Rd

W Capps Hwy

Avalon Florida Forever BOT

Project Avalon Florida Forever BOT

Project

Crow Pond Conservation

Easement

Subject Parcel

CLC Wetlands

Florida Forever Project Boundaries

Private Managed Conservation Lands

0 2,500 5,0001,250

Feet

Jefferson County, Florida

Owner: Avalon Plantation, LLC (Annex) Avalon

SITE

Date Saved: 4/19/2023 3:36 PM File Location: \\FLDEP1\W:\Counties_GIS\Jefferson\Avalon\Avalon Plantation LLC\Annex

Map Created By: T. Barnes

! D J

Wetlands: 328 Acres Uplands: 1,615 Acres

Total: 1,943 Acres

Whitehouse Rd

Buck Lake Rd

Capito la

Rd

Pr o c to r

R d

Roberts Rd

G a m b le R d

Sr-8

Gardner

Capitola

Wadesboro

Peck

Lower Lake Lafayette

Tram Rd C a p

T ra m R d

Old St Augustine Rd

G am ble R d

W Capps Hwy

Plank Road State Forest

Chaires Cross Roads

Limestone

Chaires

Cody

158A

W a u ke en ah

H w yOld Llo yd

R d

Nash Rd

Aucilla Rd

W Washington Hwy

Mahan Dr

Sr-8

Monticello

Lloyd

Casa Blanco

Lois

Nash

W a u k e e n a h H w y

Tram Rd

G am b le

R d

E Capps Hwy

Waukeenah Capps

Wacissa

Red Hills Conservation Florida Forever BOT Project

Aucilla/Wacissa Watershed Florida

Forever BOT Project

Aucilla/Wacissa Watershed Florida

Forever BOT Project

Avalon Florida Forever BOT

Project

Avalon Plantation Conservation

Easement

Letchworth Mounds Conservation

Easement

Miccosukee Canopy Road

Greenway

St. Marks River Preserve

State Park

Letchworth-Love Mounds Archaeological

State Park

Pace Conservation

Easement

Blueprint 2000 Conservation

Easement

Headwaters of the

Wacissa River

Bailey's Mill Conservation

Easement

St. Marks Headwaters

Chemonie Plantation Conservation Easement

Crow Pond Conservation

Easement

Billingsley Conservation

Easement

Monticello Ecological

Park

Plank Road State Forest

Aucilla Wildlife Management Area

L. Kirk Edwards Wildlife and

Environmental Area

Private Managed Conservation Lands

City/County Managed Conservation Lands

Federal Managed Conservation Lands

State Managed Conservation Lands

Florida Forever Project Boundaries

Subject Parcels 0 10,000 20,0005,000

Feet

SITE

Date Saved: 4/19/2023 3:36 PM File Location: \\FLDEP1\

Map Created By: T. Barnes

! D J

Jefferson County, Florida

Owner: Avalon Plantation, LLC (Annex)

Wetlands: 328 Acres Uplands: 1,615 Acres

Total: 1,943 Acres

Avalon

W:\Counties_GIS\Jefferson\Avalon\Avalon Plantation LLC\Annex

ATTACHMENT C

SCOPE OF SERVICES

COMBINATION BASELINE DOCUMENTATION/ENVIRONMENTAL

SITE ASSESSMENT REPORTS FOR

LESS THAN FEE SIMPLE LAND ACQUISITIONS

For less-than-fee-simple land acquisitions made on behalf of the Board of Trustees of the Internal Improvement Trust Fund ("Board"), the Department of Environmental Protection (DEP) will task the Contractor to perform a combined phase one environmental site assessment and baseline documentation study. The results should be provided in two (2) separate reports by the Contractor. One report must satisfy the requirements of DEP, Division of State Lands (DSL), and those of the Comprehensive Environmental Response Compensation and Liability Act as set forth in 42 U.S.C., Section 9601 (CERCLA) regarding environmental assessments (Environmental Site Assessment Report). The second is to satisfy the DEP DSL requirements regarding documentation of conditions, at the time of acquisition, of properties over which a conservation easement or other less-than-fee-simple real estate interest is acquired (Baseline Documentation Report).

The purposes of two reports are to perform the required services of an environmental assessment as described below, including summarizing recommendations and conclusions, remediation activities where needed, consultation on assessment implications and remediation, and expert witness activities as required. In addition, the reports will identify natural resources on site, land use activities present at the time of the report, threatened or endangered species present, and describe the property adequately to establish baseline conditions from which future monitoring may occur and management recommendations be made.

Scope of Services

The Contractor shall:

1. Provide certification of the environmental assessment/documentation report to the Board and any parties requested by DSL. If the report is not certified to the Board and other requested parties, no review of the assessment/documentation report will be performed. The certification shall state the following: (a) the date the original report was completed and the date of any update that is required; (b) the environmental assessment/document report meets the requirements of DEP, DSL; (c) the accuracy, correctness and completeness of the environmental assessment portion of the report is provided with the knowledge of the CERCLA requirements as set forth in 42 U.S.C. Section 9601, as amended; and (d) the Board is entitled to rely on the information set forth in the environmental assessment/documentation report.

2. Search the recorded chain of title documents regarding the Property, including, but not limited to, all deeds, easements, leases for oil, gas, mineral, lumber, timber, turpentine rights and agricultural purposes, and other uses, restrictions, reverters, and covenants, and rights-of-way for roads, railroads and utilities. The chain of title shall be of a sufficient length of time to account for previous ownership and uses of the property and uses of the Property that are likely to have an adverse environmental impact on the Property but in no event for a period of less than 50 years. The history shall be summarized in chronological order from the earliest instrument to the latest instrument listing all parties in the instrument, type of instrument and official record book and page number for each instrument.

3. Conduct interviews with the landowner and his/her employees or other pertinent individuals who may have knowledge of the on-site presence of listed species, unique features, and historical or archaeological sites.

Obtain any information available on fire history, grazing history and timbering history. Interview prior owners and neighbors as necessary.

DEP Contract No. Attachment C, Page 1 of 14

4. Determine the past and present uses of the Property.

· 5. Review current and historical aerial photographs of the Property and surrounding area for an evaluation of prior and current use. Include National Wetland Inventory maps and information from the Water Management District, Florida Department of Transportation of local counties for the purpose of conducting community mapping activities.

6. Interpret the aerial photography and soil maps of the site to prepare an initial natural communities map based on the Florida Natural Areas Inventory (FNAI) Natural Communities Descriptions. Review surveys and ground-truth to finalize the maps and include ground water· characteristics and general topography.

• 7. Review pertinent, readily available literature and databases (including, but not limited to: Florida Fish and Wildlife Conservation Commission publications, CARL or Florida Forever project assessment documents, FNAI, Florida Breeding Bird Atlas) for known on-site species occurrences and to identify listed species that are known to occur in the region.

8. Prepare a list of FNAI listed animals and plants that potentially inhabit the project site based on current or previous sightings.

9. Determine the existence of any federal, state and local environmental cleanup liens or enforcement actions against the Property.

10. Review reasonably obtainable federal, state and local records of existing and potentially contaminated sites, including site investigation reports for such contaminated sites; reasonably obtainable federal, state and local environmental records of activities on nearby properties that are likely to have an adverse environmental impact on the subject Property (including records of environmental problem sites, landfill and other disposal site records, underground storage tank records and known hazardous waste handler and generator records);

and such other reasonably obtainable federal, state and local environmental records which report incidents of sources of contamination on the subject Property. At least the following agency records should be review:

Federal NPL site list; Federal CIRCUS list; Federal RCRA TSO facilities list; Federal RCRA generators list;

Federal ERNS list; State list of hazardous waste identified for investigation or remediation; State landfill and/or solid waste disposal site lists; state leaking UST lists; State registered UST lists. The minimum search distance for these lists shall be as follows and shall be measured from the nearest property boundary:

a. Federal NPL site list - 1.0 mile

b. Federal CIRCLI list- 0.5 mile

c. Federal RCRA TSO facilities list - 1.0 mile

d. Federal RCRA generators list- property and adjoining properties

e. Federal ERNS list property only

f. State lists of hazardous waste sites - 1.0 mile

g. State leaking UST lists - 0.5 list

h. State registered UST lists - property and adjoining properties

i. State landfill and /or solid waste disposal site lists - 0.5 mile

11. Comply with the following Property investigation requirements:

a. A visual site inspection of the Property and all facilities and improvements on the Property, and a visual inspection of properties immediately adjacent to the Property, to determine or discover the obviousness of the of the presence or likely presence of contaminants on the Property (including chemical use, storage, treatment and disposal practices, past and present.) This inspection shall be conducted in such a manner that insures uniform coverage so that all of the Property is viewed. The Property may be inspected by use of a helicopter or plane. However, all items of concern noted during the aerial inspection shall be ground truthed. Additionally, all roadways and trails leading into the Property and all roads abutting the Property shall be inspected on the ground.

b. A field survey shall be conducted concurrently with the site inspection for the purposes of determining the likelihood of presence or absence of animal or plant species and verifying the boundaries and the condition of existing upland and wetland communities. Field surveys will be carried out at the appropriate times (early morning and late evening) and will include representative coverage of all habitat types with the potential for supporting listed plant and animal species. The field surveys should

DEP Contract No. , Attachment C, Page 2 of 14 be or adequate depth to maximize the chances of identifying listed species present on the Property.

FNAI listed plant species will be surveyed concurrently with the habitat surveys. When FNAI listed species are observed on the Property, provide a qualitative estimate of abundance (e.g., common, rare, etc.).

c. Man-made improvements such as residences, farm buildings, storage tanks, signs, dikes/dams, canals/ditches, roads, bridges, etc., shall be photographed.

d. Any debris, mounds, trash piles, stressed vegetation or similar features or deposits that-may indicate old dump sites shall be inspected. Other areas that demand careful examination are sinkholes, ravines, rights-of-way, edges of fields and watercourses.

e. Organic vapor analyses of any conditions that would warrant this type of testing where there appears to be the presence of potentially hazardous materials should be performed.

Reporting Requirements

Written reports shall be prepared which contains a summary of the assessment/documentation. The reports shall be submitted no later than the date specified in the Task Assignment Notification form. One (1) certified copy of the Environmental Site Assessment Report shall be provided to the landowner and five (5) certified copies shall be delivered to DSL. One ( 1) copy of the Baseline Documentation Report shall be provided to the landowner and three

(3) copies shall be delivered to DSL. A digital copy of each report including maps shall be provided to DSL on a compact disk. The reports shall include, at a minimum, the following:

1. A description of the Property, including a general location map, specific location, size, legal description and owner information. (Baseline, ESA)

2. A map delineating the community types (per FNAI or both FLUCCS and FNAI)) present on the site, along with the estimated acreage of each habitat tract. Habitat acreages will be computed and provided either on the map or on a separate table that is included in the report. Habitat types will be recorded in the report text according to their dominant species by stratum (overstory, midstory, groundcover) and the quality of the habitat. Unique features found, such as springs, caves, sinkholes, artesian wells, rookeries, eagle nests, etc., will be noted and mapped on aerial photographs or referenced to the natural communities map. A description of the general condition and health of waterways, wetlands, and natural communities will be included. The habitat map and description will also include a summary of the type, location and aerial extent of nuisance or exotic plant species. The map should also indicate any agricultural, wetland, upland or other areas specifically referenced in the baseline documentation/environmental site assessment report. (Baseline)

3. A map and/or aerial photograph marked with any items or locales of concern, numbered and described. The degree of concern regarding hazardous materials at these locations should be addressed. (ESA)

4. A map and/or aerial photograph marked with the locations of any man-made improvements such as residences, farm buildings, storage tanks, signs, dikes/dams, canals/ditches, roads, bridges, etc., and marked with the locations of any historical or archaeological sites known or suspected. (Baseline)

5. Color photographs of the current site conditions oriented to specific locations on the Property. All trash sites on or impacting the Property shall be photographed, with enough photographs to document the overall condition of the Property. (ESA, Baseline)

6. Color photographs of all man-made improvements such as residences, farm buildings, storage tanks, signs, dikes/dams, canals/ditches, roads, bridges, etc. (Baseline)

7. Indexed photographs representative of each habitat type and, if practicable, of listed species identified on site.

Include photographs and descriptions of all agricultural uses (include intensity of use, such as grazing intensity or crop types). (Baseline)

8. A discussion of all findings and specific conclusions regarding the site contamination probability. (ESA)

9. Recommendations for further action based on the results of the inspection and estimated costs if further assessment is deemed necessary. (ESA)

10. A table summarizing the FNAI listed wildlife and plant species (common and scientific name) found during the assessment, along with their designated state and federal status. (Baseline)

DEP Contract No. Attachment C, Page 3 of 14

11. A discussion of the type and location of listed plant and animal species found, including a discussion of the probability of on-site occurrences not observed. (Baseline)

12. Recommendations, if any, regarding appropriate management practices suggested to be employed on the Property consistent with the purposes and conditions of the easement. These recommendations should be included as an appendix and clearly marked as non-binding unless specifically required by the terms of the easement.

13. The report shall be approved and certified by either a professional engineer or professional geologist licensed by the State of Florida. (ESA)

14. It is the responsibility of the firm performing the assessment/documentation report to obtain 50-year chain of title documents unless otherwise arranged. (ESA)

15. All updates of the original report mush include a field inspection of the site and surrounding vicinity and recertification. If the field inspection reveals any changes in the Property that may have adverse environmental impacts, the update report shall be expanded to address those issues. (ESA)

16. Any requests for deviation from the above requirements must be approved in advance, in writing, by DSL.

(ESA, Baseline)

Cost Proposals

The Department may issue informal cost proposal requests to its combination baseline documentation/environmental site assessment or baseline documentation report 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 with the Division of State Lands standards in the scope of services and the American Society of Testing and Materials requirements.

Financial Consequences:

No payment will be made for unsatisfactory deliverables. In the event that a deliverable is deemed unsatisfactory by the Department, Contractor shall re-perform the services needed for submittal of a satisfactory deliverable, at no additional cost to the Department, within thirty (30) days of being notified of the unsatisfactory deliverable. If a satisfactory deliverable is not submitted within the specified timeframe, the Department may, in its sole discretion, either: 1) terminate the Contract for failure to perform, or 2) DEP Contract Manager may, by letter specifying the failure of performance under the Contract, request that a proposed Corrective Action Plan (CAP) be submitted by Contractor to the Department. All CAPs must be able to be implemented and performed in no more than sixty (60) days.

A. A CAP shall be submitted within ten (10) calendar days of the date of the letter request from the Department. The CAP shall be sent to the Department Contract Manager for review and approval. Within ten (10) calendar days of receipt of a CAP, the Department shall notify the Contractor in writing whether the CAP proposed has been accepted. If the CAP is not accepted, Contractor shall have ten (10) calendar days from receipt of the Department letter rejecting the proposal to submit a revised proposed CAP. Failure to obtain Department approval of a CAP as specified above shall result in the Department's termination of the Contract for cause as authorized in the Contract.

B. Upon Department's notice of acceptance of a proposed CAP, Contractor shall have ten (10) calendar days to commence implementation of the accepted plan. Acceptance of the proposed CAP by Department does

DEP Contract No. , Attachment C, Page 4 of 14 not relieve the Contractor of any of its obligations under the Contract. In the event the CAP fails to correct or eliminate performance deficiencies by Contractor, the Department shall retain the right to require additional or further remedial steps, or to terminate the contract for failure to perform. No actions approved by Department or steps taken by Contractor shall estop the Department from subsequently asserting any deficiencies in performance. Contractor shall continue to implement the CAP until all deficiencies are corrected. Reports on the progress of the CAP will be made to the Department as requested by the Department Contract Manager.

C. Failure to respond to a Department request for a CAP or failure to correct a deficiency in the performance of the Contract as specified by the Department may result in termination of the Contract.

The remedies set forth above are not exclusive and the Department reserves the right to exercise other remedies in addition to or in lieu of those set forth above, as permitted by the Contract.

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DEP Contract No. , Attachment C, Page 5 of 14

ST AN DAROS FOR ENVIRONMENT AL SITE ASSESSMENT SERVICES

DIVISION OF ST ATE LANDS

INSTRUCTIONS FOR

ENVIRONMENT AL 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.

Please see Contractor's Itemized Checklist (Exhibit I) which will be attached to the Task Assignment. 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.

DEP Contract No. , Attachment C, Page 6 of 14

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 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 I), 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 No. , Attachment C, Page 7 of 14

(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 8 of 14

EXHIBIT I

CONTRACTOR'S ITEMIZED CHECKLIST

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

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

1)

2)

3)

4)

5)

6)

7)

8)

9)

10)

11)

12)

YES/NO

Page#

Page#

Page#

Page#

YES/NO

Page#

Page#

Page#

Page#

Page#

Page#

Have any requests for deviation to the DSL Scope of Services been approved?

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

Determination of whether other or previous ESAs or environmental work has been performed at the Subject Property.