CN-370000-PL522-T6.pdf

TASK ASSIGNMENT NOTIFICATION FORM

DEP CONTRACT NO. PL522

Task Assignment Number: PL522.006 BLA File Number: 328815 Date: July 9, 2024

Project Name: North Waccasassa Flats County: Gilchrist Owner’s Name/Parcel #: Robert R. and Lori T. Carroll Acres: 538.3 Parcel ID: See attached

Contractor: TERRACON CONSULTANTS, INC. FEID No: F42-1249917 Contractor Contract Manager: Frank Powell Phone Number: 850-443-1139 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:

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 attached as 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.

Deviations:

None

Property Owner / Representative contact information:

The User Questionnaire is completed and attached. For property questions and access, contact the sellers representative Susan Carr at 803-295-2229 or susan@alachuaconservationtrust.org

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

Draft Products Due Date: August 30, 2024

Task Assignment Type: Amount Not to Exceed:

Fee Schedule $ 4,575.55 (538 acres x $8.50/acre) Cost Reimbursement $ 111.25 Additional AUL/Lien Searches $ 500.00 Total Task Assignment Value $ 5,186.80

TERRACON CONSULTANTS, INC. FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION

Contract Manager Date DEP Contract Manager or designee Date

APPROVED:

Contractual Authority Date

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 FF10050 23 $5,186.80

cc: Contracts Office (MS93) Bureau of Finance & Accounting (MS75) 2 copies

29-Digit FLAIR Code: 37 20 2 423001 37100400 00 084108 23

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

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

North Waccasassa Flats Robert R. Carroll & Lori T. Carroll Gilchrist County

Exhibit “A”

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

Property 1

That part of the North 1/2 of the Northeast 1/4 of Section 7, Township 8 South, Range 16 East, lying North of County Road 340 and West of State Road 47; and the Northeast 1/4 of the Northwest 1/4 of Section 7, Township 8 South, Range 16 East, Gilchrist County, Florida.

Less and Except: The property conveyed in Warranty Deed dated May 7, 2015 from Lyme Gilchrist Land Company, LLC to Hudson Food Stores, Inc. recorded under Inst. Number:

201521002253, of the Public Records of Gilchrist County, Florida, which is more particularly described therein as follows:

A parcel of land being a portion of Tax Parcel I.D. No.: 07-08-16-0000-0001-0000 and lying in Section 7, Township 8 South, Range 16 East, Gilchrist County, Florida and being more particularly described as follows:

For a Point of Reference, Commence at the NW Corner of the NE 1/4 of the NE 1/4 of Section 7, Township 8 South, Range 16 East, Gilchrist County, Florida; thence along the North line of said Section 7, North 87 degrees 56 minutes 02 seconds East, 79.50 feet to the POINT OF BEGINNING; thence continue along said North line, North 87 degrees 56 minutes 02 seconds East, 1130.91 feet to the Westerly Right-of-Way line of State Road 47; thence along said Right-ofWay line, South 01 degrees 39 minutes 31 seconds East, 649.01 feet to the beginning of a curve concave to the Northwest, having a radius of 100.00 feet and a chord bearing and distance of South 33 degrees 12 minutes 59 seconds West, 117.32 feet; thence along the arc of said curve

125.37 feet to the North Right-of-way line of County Road 340; thence along said North Right-of-Way line, South 68 degrees 05 minutes 29 seconds West, 1133.88 feet; thence leaving said Right-of-Way line, North 01 degrees 39 minutes 31 seconds West, 1129.68 feet to the POINT OF

BEGINNING.

SUBJECT TO AND TOGETHER WITH an ingress and egress easement over and across the North 30 feet thereof.

Property 2

The East One-Half of the Southeast One-Quarter (E 1/2 of SE 1/4) of Section 13, Township 8 South, Range 15 East, all lying and being in Gilchrist County, Florida.

AND

Gilchrist County

(PORTION OF PROPERTY OF LYME GILCHRIST FOREST COMPANY, LLC,

INSTRUMENT NO. 201421002593, GILCHRIST COUNTY PUBLIC RECORDS) A portion of the NE 1/4 of the NE 1/4; and the SE 1/4 of the NE 1/4; the SW 1/4 of the NE 1/4; the West 1/2 of the SE 1/4; and a portion of the SW 1/4; and a portion of the NW 1/4, all lying in Section 13, Township 8 South, Range 15 East, Gilchrist County, Florida and a portion of NW 1/4 of the NE 1/4 of Section 24, Township 8 South, Range 15 East, Gilchrist County, Florida, said lands being more particularly described as follows;

For a point of reference, Commence at the NE corner of Section 13, Township 8 South, Range 15 East, Gilchrist County, Florida, thence along the East line of said Section 13, South 01 degrees 23 minutes 49 seconds East, 80.37 feet to the intersection of the said East line and the South right-of-way line of County Road 340, said point being the POINT OF BEGINNING; thence continue along the East line of said Section 13, South 01 degrees 23 minutes 49 seconds East,

1255.31 feet to the NE corner of the SE 1/4 of the NE 1/4 of said Section 13; thence along the East line of the said SE 1/4 of the NE 1/4, South 01 degrees 23 minutes 46 seconds East, 1335.65 feet to the SE corner of the said SE 1/4 of the NE 1/4; thence along the South line of the said SE 1/4 of the NE 1/4, South 88 degrees 48 minutes 27 seconds West, 1324.45 feet to the SW corner of the said SE 1/4 of the NE 1/4, said point also being the NE corner of the West 1/2 of the SE 1/4 of said Section 13; thence along the East line of the said West 1/2 of the SE 1/4, South 01 degrees 23 minutes 31 seconds East, 2703.63 feet to the SE corner of the West 1/2 of the SE 1/4 of said Section 13, said point also being the NE corner of the NW 1/4 of the NE 1/4 of Section 24, Township 8 South, Range 15 East, Gilchrist County, Florida; thence along the East line thereof, South 01 degrees 23 minutes 31 seconds East, 352.40 feet to the North sideline of an easement and right of way described herein below over an existing sand grade road; thence along the said Northerly sideline of said right of way through the following courses, North 83 degrees 31 minutes 10 seconds West, 223.78 feet; North 66 degrees 13 minutes 27 seconds West, 176.68 feet; North 64 degrees 07 minutes 41 seconds West, 282.24 feet; North 63 degrees 32 minutes 55 seconds West, 159.23 feet; North 58 degrees 26 minutes 35 seconds West, 354.61 feet; North 50 degrees 19 minutes 32 seconds West, 191.19 feet; North 43 degrees 03 minutes 53 seconds West,

218.68 feet; North 44 degrees 51 minutes 48 seconds West, 73.75 feet; North 74 degrees 32 minutes 20 seconds West, 66.16 feet; North 75 degrees 22 minutes 49 seconds West, 127.79 feet;

North 67 degrees 44 minutes 30 seconds West, 133.19 feet; North 74 degrees 53,11 seconds West, 65.83 feet; North 60 degrees 21 minutes 28 seconds West, 197.97 feet; North 57 degrees 07 minutes 24 seconds West, 183.15 feet; North 60 degrees 17 minutes 46 seconds West, 50.41 feet; thence leaving said right of way, North 13 degrees 12 minutes 22 seconds East, 3293.42 feet to the NW corner of the SW 1/4 of the NE 1/4 of said Section 13; thence along the North line of the said SW 1/4 of the NE 1/4, North 88 degrees 39 minutes 52 seconds East, 1320.41 feet to the NE corner of the said SW 1/4 of the NE 1/4, said point also being the SW corner of the NE 1/4 of the NE 1/4 of said Section 13; thence along the West line thereof, North 01 degrees 13 minutes 21 seconds West, 930.55 feet to the intersection of the said West line and the South right-of-way of the aforementioned County Road 340; thence along the said South right-of-way, North 74

Gilchrist County degrees 56 minutes 41 seconds East, 1246.64 feet to the beginning of a curve concave to the North having a radius of 1482.40 feet and a chord bearing and distance of North 73 degrees 20 minutes 21 seconds East, 110.08 feet, thence along the arc of said curve 110.11 feet to the

POINT OF BEGINNING.

Less and Except: Any portion of above-described lands lying and being in Section 24, Township 8 South, Range 15 East, Gilchrist County, Florida.

Property 3

The Southeast Quarter of the Northwest Quarter (SE 1/4 of NW 1/4) of Section 18, Township 8 South, Range 16 East, Gilchrist County, Florida.

And

(PORTION OF PROPERTY OF LYME GILCHRIST LAND COMPANY, LLC, INSTRUMENT

NO. 201421003501, GILCHRIST COUNTY PUBLIC RECORDS)

All that part of the NW 1/4 of the NW 1/4 of Section 18, Township 8 South, Range 16 East, Gilchrist County, Florida, lying South of County Road 340, said lands being more particularly described as follows:

For a point of reference, Commence at the NW corner of Section 18, Township 8 South, Range 16 East, Gilchrist County, Florida; thence along the North line of said Section 18, North 87 degrees 25 minutes 45 seconds East, 211.80 feet to the intersection of the said North line and South right-of-way line of County Road 340, said point being the POINT OF BEGINNING;

thence continue along the said North line, North 87 degrees 25 minutes 45 seconds East, 1114.35 feet to the NE corner of the NW 1/4 of the NW 1/4 of said Section 18; thence along the East line of the said NW 1/4 of the NW 1/4, South 01 degrees 30 minutes 40 seconds East, 1335.54 feet to the SE corner of the NW 1/4 of the NW 1/4 of said Section 18; thence along the South line of the said NW 1/4 of the NW 1/4, South 87 degrees 25 minutes 30 seconds West, 1328.82 feet to the SW corner of the NW 1/4 of the NW 1/4 of said Section 18; thence along the West line of the said NW 1/4 of the NW 1/4, North 01 degrees 23 minutes 49 seconds West, 1255.31 feet to the intersection of the said West line and South right-of-way line of the aforementioned County Road 340, said point being on a curve concave to the North having a radius of 1482.40 feet, and a chord bearing and distance of North 66 degrees 47 minutes 58 seconds East, 228.07 feet;

thence along the arc of said curve 228.30 feet to the POINT OF BEGINNING.

Property 4

The West One-Half of the Southwest One-Quarter (W 1/2 of SW 1/4) of Section 18, Township 8 South, Range 16 East, Gilchrist County, Florida.

Gilchrist County

LESS AND EXCEPT: Begin at the NE corner of the NW 1/4 of the SW 1/4 of Section 18, Township 8 South, Range 16 East, Gilchrist County, Florida; thence South 00°53’35” East along the East line of said NW 1/4 of the SW 1/4 a distance of 1,226.11 feet; thence South 85°05’41” West a distance of 56.94 feet; thence South 88°00’02” West a distance of 84.46 feet; thence North 34°07’15” West a distance of 67.3 feet; thence North 34°50’17” West a distance of 20.97 feet; thence North 20°27’06” West a distance of 34.56 feet; thence North 28°02’28” West a distance of 32.52 feet; thence North 32°09’52” West a distance of 31.37 feet; thence North 30°04’25” West a distance of 24.77 feet; thence North 20°10’55” West a distance of 42.91 feet;

thence North 21°18’40” West a distance of 23.1 feet; thence North 36°41’34” West a distance of

42.29 feet; thence North 47°00’57” West a distance of 33.46 feet; thence North 40°06’51” West a distance of 16.76 feet; thence North 40°51’45” West a distance of 8.27 feet; thence North 70°27’45” West a distance of 16.33 feet; thence North 89°49’10” West a distance of 34.19 feet;

thence North 88°15’25” West a distance of 37.82 feet; thence North 80°51’03” West a distance of 41.87 feet; thence North 80°28’05” West a distance of 49.54 feet; thence North 85°33’20” West a distance of 22.78 feet; thence North 71°48’58” West a distance of 67.23 feet; thence North 67°35’13” West a distance of 46.03 feet; thence North 62°41’33” West a distance of 37.58 feet; thence North 71°18’27” West a distance of 25.67 feet; thence South 89°49’51” West a distance of 17.06 feet; thence South 77°39’38” West a distance of 44.72 feet; thence South 81°10’30” West a distance of 32.34 feet; thence North 80°25’08” West a distance of 33.07 feet;

thence North 56°37’24” West a distance of 28.49 feet; thence North 46°58’46” West a distance of 31.34 feet; thence North 21°50’45” West a distance of 25.13 feet; thence North 01°03’10” West a distance of 34.23 feet; thence North 01°55’22” West a distance of 26.08 feet; thence North 12°02’13” West a distance of 33.92 feet; thence North 08°50’53” West a distance of 35.68 feet; thence North 29°12’19” West a distance of 38.75 feet; thence North 37°38’28” West a distance of 37.01 feet; thence North 48°28’59” West a distance of 73.13 feet; thence North 57°18’10” West a distance of 29.03 feet; thence North 69°38’58” West a distance of 58.89 feet;

thence North 70°56’55” West a distance of 44.4 feet; thence North 63°26’52” West a distance of

51.56 feet; thence North 51°36’56” West a distance of 62.66 feet; thence North 58°49’40” West a distance of 29.35 feet; thence North 75°04’31” West a distance of 34.78 feet; thence North 83°56’52” West a distance of 9.23 feet; thence North 71°30’50” West a distance of 17.89 feet;

thence North 71°13’21” West a distance of 16.54 feet; thence North 79°25’20” West a distance of 12.66 feet; thence North 58°51’55” West a distance of 18.53 feet; thence North 46°57’37” West a distance of 18.63 feet; thence North 01°37’00” West a distance of 55.04 feet; thence North 00°54’22” West a distance of 43.85 feet; thence North 02°28’15” West a distance of 57.39 feet; thence North 03°40’04” West a distance of 40.68 feet; thence North 04°30’33” West a distance of 40.55 feet; thence North 06°07’20” West a distance of 55.49 feet; thence North 87°03’21” East along the North line of said NW 1/4 of the SW 1/4 a distance of 1,351.13 feet to the POINT OF BEGINNING.

Gilchrist County

Property 5

All of that portion of the Northeast One-Quarter of the Northeast One-Quarter (NE1/4 of NE 1/4) of Section 24, Township 8 South, Range 15 East, lying 25 feet Northerly from, and all times parallel to the centerline of an existing woods road, known as Trail Road No. 70, being more or less a triangular shaped parcel of land and more particularly described as follows:

Commence at the Northeast corner of Section 24, Township 8 South, Range 15 East, for a point of reference and thence run South 88 degrees 50 minutes 28 seconds West, along the North line thereof, a distance of 104.33 feet to a point lying 25 feet Northerly of the centerline of Trail Road No. 70 and to the Point of Beginning. Thence run South 72 degrees 13 minutes 35 seconds West, along a line, lying 25 feet Northerly of and parallel to the centerline of Trail Road No. 70, a distance of 741.31 feet; thence run South 67 degrees 08 minutes 32 seconds West, along a line, lying 25 feet Northerly of and parallel to the centerline of Trail Road No. 70, a distance of

431.06 feet; thence run South 81 degrees 12 minutes 33 seconds West, along a line, lying 25 feet Northerly of and parallel to the centerline of Trail Road No. 70, a distance of 108.63 feet to the West line of the NE 1/4 of the NE 1/4 of said Section 24; thence run North 01 degrees 19 minutes 26 seconds West, along the West line of the NE 1/4 of the NE 1/4 of said Section 24, a distance of 385.77 feet to the Northwest corner of the NE 1/4 of the NE 1/4 of said Section 24;

thence run North 88 degrees 50 minutes 28 seconds East, along the North line of said Section 24, a distance of 1219.64 feet to the Point of Beginning, all lying and being in Gilchrist County, Florida.

And

(PORTION OF PROPERTY OF LYME GILCHRIST FOREST COMPANY, LLC,

INSTRUMENT NO. 201421002593, GILCHRIST COUNTY PUBLIC RECORDS)

A portion of the NE 1/4 of the NE 1/4; and the SE 1/4 of the NE 1/4; the SW 1/4 of the NE 1/4;

the West 1/2 of the SE 1/4; and a portion of the SW 1/4; and a portion of the NW 1/4, all lying in Section 13, Township 8 South, Range 15 East, Gilchrist County, Florida and a portion of NW 1/4 of the NE 1/4 of Section 24, Township 8 South, Range 15 East, Gilchrist County, Florida, said lands being more particularly described as follows;

For a point of reference, Commence at the NE corner of Section 13, Township 8 South, Range 15 East, Gilchrist County, Florida, thence along the East line of said Section 13, South 01 degrees 23 minutes 49 seconds East, 80.37 feet to the intersection of the said East line and the South right-of-way line of County Road 340, said point being the POINT OF BEGINNING; thence continue along the East line of said Section 13, South 01 degrees 23 minutes 49 seconds East,

1255.31 feet to the NE corner of the SE 1/4 of the NE 1/4 of said Section 13; thence along the East line of the said SE 1/4 of the NE 1/4, South 01 degrees 23 minutes 46 seconds East, 1335.65 feet to the SE corner of the said SE 1/4 of the NE 1/4; thence along the South line of the said SE 1/4 of the NE 1/4, South 88 degrees 48 minutes 27 seconds West, 1324.45 feet to the SW corner of the said SE 1/4 of the NE 1/4, said point also being the NE corner of the West 1/2 of the SE 1/4 of said Section 13; thence along the East line of the said West 1/2 of the SE 1/4, South 01

Gilchrist County degrees 23 minutes 31 seconds East 2703.63 feet to the SE corner of the West 1/2 of the SE 1/4 of said Section 13, said point also being the NE corner of the NW 1/4 of the NE 1/4 of Section 24, Township 8 South, Range 15 East, Gilchrist County, Florida; thence along the East line thereof, South 01 degrees 23 minutes 31 seconds East 352.40 feet to the North sideline of an easement and right of way described herein below over an existing sand grade road; thence along the said Northerly sideline of said right of way through the following courses, North 83 degrees 31 minutes 10 seconds West, 223.78 feet; North 66 degrees 13 minutes 27 seconds West, 176.68 feet; North 64 degrees 07 minutes 41 seconds West, 282.24 feet; North 63 degrees 32 minutes 55 seconds West, 159.23 feet; North 58 degrees 26 minutes 35 seconds West, 354.61 feet; North 50 degrees 19 minutes 32 seconds West, 191.19 feet; North 43 degrees 03 minutes 53 seconds West,

218.68 feet; North 44 degrees 51 minutes 48 seconds West, 73.75 feet; North 74 degrees 32 minutes 20 seconds West, 66.16 feet; North 75 degrees 22 minutes 49 seconds West, 127.79 feet;

North 67 degrees 44 minutes 30 seconds West, 133.19 feet; North 74 degrees 53 minutes 11 seconds West, 65.83 feet; North 60 degrees 21 minutes 28 seconds West, 197.97 feet; North 57 degrees 07 minutes 24 seconds West, 183.15 feet; North 60 degrees 17 minutes 46 seconds West,

50.41 feet; thence leaving said right of way, North 13 degrees 12 minutes 22 seconds East,

3293.42 feet to the NW corner of the SW 1/4 of the NE 1/4 of said Section 13; thence along the North line of the said SW 1/4 of the NE 1/4, North 88 degrees 39 minutes 52 seconds East,

1320.41 feet to the NE corner of the said SW 1/4 of the NE 1/4, said point also being the SW corner of the NE 1/4 of the NE 1/4 of said Section 13; thence along the West line thereof, North 01 degrees 13 minutes 21 seconds West, 930.55 feet to the intersection of the said West line and the South right-of-way of the aforementioned County Road 340; thence along the said South right-of-way, North 74 degrees 56 minutes 41 seconds East 1246.64 feet to the beginning of a curve concave to the North having a radius of 1482.40 feet and a chord bearing and distance of North 73 degrees 20 minutes 21 seconds East, 110.08 feet, thence along the arc of said curve

110.11 feet to the POINT OF BEGINNING.

Less and Except: Any portion of above-described lands lying and being in Section 13, Township 8 South, Range 15 East, Gilchrist County, Florida.

NOTE: This legal

BSM APPROVED

By: J.A. Date: _____ 01/24/2024

State of Florida Department of Environmental Protection

Phase I Combination Baseline Documentation/Environmental Site Assessment Services Exhibit G

REQUIREMENTS FOR PERFORMING 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 of Trustees), the Department of Environmental Protection (DEP) will solicit and select contractor(s) to perform a combined Phase 1 Environmental Site Assessment and Baseline Documentation Study. The results should be provided in two (2) separate reports by the selected 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 selected contractor shall:

1. Provide certification of the environmental assessment/documentation report to the Board of Trustees and any parties requested by DSL. If the report is not certified to the Board of Trustees 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 of Trustees is entitled to rely on the information set forth in the environmental assessment/documentation report.

2. 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.

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.

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

Contract No. PL522 47 of 62

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. 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 CIRCLIS list; Federal RCRA TSD 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 CERCLIS list � 0.5 mile

c. Federal RCRA TSD 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

10. 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 ensures uniform coverage so that all of the Property is viewed. The Property may be

Contract No. PL522 48 of 62 inspected by use of a helicopter, plane, or drone. 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 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.

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 one (1) certified digital copy shall be delivered to DSL. One (1) copy of the Baseline Documentation Report shall be provided to the landowner and one (1) digital copy shall be delivered to DSL. A digital copy of each report including maps shall be provided to DSL on a compact disk (CD), USB drive, etc. 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 both FLUCCS and FNAI, Florida Fish and Wildlife Conservation Commission�s Florida Cooperative Land Cover Map data and FNAI) present on the site, along with the estimated acreage of each habitat tract. Habitat acreages will be computed and provided in a table on the map or a separate table 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

Contract No. PL522 49 of 62 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, culverts, cattle ponds, 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. Indexed color photographs of all man-made improvements such as residences, farm buildings, storage tanks, signs, dikes/dams, canals/ditches, roads, bridges, culverts, cattle ponds, 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)

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.

Include copies of applicable best management practices in an appendix. These recommendations should be included as an appendix and clearly marked as non-binding unless specifically required by the terms of the easement.

13. Review of draft conservation easement deed to ensure all items discussed in the deed are addressed within the baseline documentation report. Include a copy of the draft deed within an appendix.

14. 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

(ESA).

15. All updates of the original report must include a field inspection of the site and surrounding vicinity and recertification. If the field inspection reveals any changes in the Property that may

Contract No. PL522 50 of 62 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 Request for Quote to its Combination Baseline Documentation/Environmental Site Assessment or Baseline Documentation Report Contractor(s) 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 Request for Quotes prepared by the Contractor(s) must be submitted to the Department on or before the date and time set specified in order to be considered for Task Assignment award.

Contract No. PL522 51 of 62

Phase I Environmental Site Assessment Services Exhibit H

REQUIREMENTS FOR PERFORMING THE PHASE I ENVIRONMENTAL SITE ASSESSMENT

(PHASE I ESA)

The Environmental Site Assessment (ESA) of the Subject 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 Real Estate Services (BRES). For purposes of performing the ESA, 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; Standard Practice for Environmental Site Assessments:

Phase I Environmental Site Assessment Process

The required components and scope of the ESA beyond the above are as follows:

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

2. Certify the ESA to the Board of Trustees 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 TA was signed by the Contractor (also insert a copy of the signed TA in the report following the certification page); (b) the date the Contractor began the work on the ESA; (c) the ESA meets the requirements of the Department of Environmental Protection, Division of State Lands, the current ASTM E 1527 standard (https://www.astm.org), and therefore the federal Environmental Protection Agency�s All Appropriate Inquiry Rule https://www.epa.gov/brownfields/brownfields-all-appropriate-inquiries; (d) the accuracy, correctness and completeness of the ESA 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 ESA.

3. Determine if prior ESA�s 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 the Department DSL immediately if any substantial problems 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 DSL contracts with the Contractor to fulfill these obligations on behalf of the user(s)/DSL. Identify adjoining property landowners.

6. Interview the applicable adjoining neighbors if it is determined by the Contractor that an Contract No. PL522 52 of 62 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.

7. 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.

8. Provide color photographs of the current site conditions in the ESA. All structures, wells, access roads and trail paths leading or impacting the Subject Property, areas and 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. Photographs should provide good representation of the site�s entire condition. If access is available inside of each structure(s), photographs should provide a good representation of the interior of the structure(s).

a. Include a table that lists the corresponding Longitude and Latitude of each photograph, and an

Arc Geographic Information System (GIS) shapefile in the ESA report for all indicated areas.

b. List manufacturer and model number of the GPS unit or mobile application (including version) used to collect data.

9. Orient all photograph points on a site map.

10. Provide an estimate of the depth to groundwater and direction of groundwater flow.

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

12. 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.

13. As requested, provide hard copies of the reports on double-sided pages.

14. Include a Table of Contents in the ESA report.

15. Provide corresponding page numbers to the Contractor�s Itemized Checklist (see Exhibit H), attached to the TA, and include a completed copy of the checklist in the ESA.

16. Clearly label appendices in the report.

17. One (1) certified digital copy of the ESA shall be delivered to the DSL on compact disc, USB storage device, or other approved electronic methods as set out below:

The Department Contract Manager Office of Environmental Services Department of Environmental Protection 3900 Commonwealth Boulevard, Mail Station 140 Tallahassee, Florida 32399

Contract No. PL522 53 of 62

Contractor�s Itemized Checklist Exhibit I

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) 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 # Geographic Information System (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.

Contract No. PL522 54 of 62

Phase I Environmental Site Assessment Services for Forestland or Rural Property

EXHIBIT J

REQUIREMENTS FOR PERFORMING PHASE I ENVIRONMENTAL SITE ASSESSMENT FOR

FORESTLAND OR RURAL PROPERTY

The Environmental Site Assessment of the Subject 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 Real Estate Services (BRES). For purposes of performing the ESA, 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. Specifically, the Contractor must adhere to the current scope and limitations of ASTM Designation: E 2247; Standard Practice for Environmental Site Assessments:

Phase I Environmental Site Assessment Process

The required components and scope of the ESA beyond the above are as follows:

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

2. Certify the ESA to the Board of Trustees 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 TA was signed by the Contractor (also insert a copy of the signed TA 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 (https://www.astm.org),, and therefore the federal Environmental Protection Agency�s All Appropriate Inquiry Rule https://www.epa.gov/brownfields/brownfields-all-appropriate-inquiries; (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 ESA�s 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 if any substantial problems are discovered at any point during the Phase I ESA that impact the Subject Property.

Contract No. PL522 55 of 62

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 DSL 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 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 or impacting the Subject Property, areas and 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. Photographs should provide a good representation of the sites entire condition. If access is available inside of each structure(s), photographs should provide a good representation of the interior of the structure(s).

a. Include a table that lists the corresponding Longitude and Latitude of each photograph, and an

Arc Geographic Information System (GIS) shapefile in the ESA report for all indicated areas.

b. List manufacturer and model number of the GPS unitor mobile application (including version) used to collect data.

10. Orient all photograph points on a site map.

11. Provide an estimate of the 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. As requested, provide any required hard copies of the reports on double-sided pages.

15. Include a Table of Contents in the ESA report.

Contract No. PL522 56 of 62

16. Provide corresponding page numbers to the Contractor�s Itemized Checklist (see Exhibit I), attached to the TA, and include a completed copy of the checklist in the ESA.

17. Clearly label appendices in the report.

18. One (1) certified digital copy of the ESA shall be delivered to the DSL on compact disc, USB storage device, or other approved electronic method as set out below:

The Department Contract Manager Office of Environmental Services Department of…