Campo Bello Community Development District

http://www.campobellocdd.com

Ramon Castro, Chairman Isis Gonzalez, Vice Chair
Vanessa Perez, Assistant Secretary Mauricio Pelaez, Assistant Secretary

May 14, 2026

Seat 4: Ramon Castro – C		
Seat 1: Isis Gonzalez – V.C.		
Seat 3: Vanessa Perez – A.S.		
Seat 5: Mauricio Pelaez – A.S.		
Seat 2: Open Seat		

Campo Bello
Community Development District
Updated Agenda
Thursday	Silver Palms by Lennar Clubhouse
May 14, 2026	23770 SW 115th Avenue, Miami, FL 33032 9:30 a.m.		Join the meeting now
Meeting ID: 270 923 316 096 05 and Passcode: ta2t57nE
1 872-240-4685 and Phone Conference ID: 464 662 293#
Roll Call
Organizational Matters
Acceptance of Resignation Letter from Ms. Vanessa Perez – Page 3
Consideration of Appointment of Supervisor to Unexpired Term(s) of Office – Seat #2 (11/2028)
Oath of Office for Newly Appointed Supervisor(s) – Page 4
Electing Officer(s)

Approval of Minutes of the April 9, 2026 Meeting – Page 5

Discussion of:
Derm Notice – Page 13

SCS Engineers Proposal for Engineering Control Inspection Services – Page 14

APTIM Proposal for Environmental Support Services – Page 138

Staff Reports
Attorney

Engineer

Manager – Number of Registered Voters in the District – 785 – Page 141

Financial Reports
Approval of Check Register – Page 143

Approval of Unaudited Financials – Page 145

Supervisors Requests and Audience Comments

Adjournment
Meetings are open to the public and may be continued to a time, date and place certain. For more information regarding this CDD please visit the website: http://www.campobellocdd.com

RESIGNATION

I, Vanessa Perez, do hereby tender my resignation as Assistant Secretary of Campo Bello Community Development District effective May 5, 2026.

Oath of Office
I, 	 a resident of the State of Florida and citizen of the United States of America, and being a Supervisor of the Campo Bello Community Development District and a recipient of public funds on behalf of the District, do hereby solemnly swear or affirm that I will support the Constitution of the United States and of the State of Florida, and will faithfully, honestly and impartially discharge the duties devolving upon me in the office of Supervisor of the Campo Bello Community Development District, 	, Florida.
Signature 	 Mailing Address 	

County of Residence: 	 Telephone #: 	 E-mail: 	 Date: 	

Sworn	to	(or	affirmed)	before	me	this			day	of		,	by
	 whose signature appears hereinabove.

Notary Public State of Florida

Print Name

My Commission expires Personally known 	 or produced identification 	
Type of identification	

MINUTES OF MEETING CAMPO BELLO
COMMUNITY DEVELOPMENT DISTRICT

The special meeting of the Board of Supervisors of the Campo Bello Community Development District was held on Thursday, April 9, 2026 at 9:30 a.m. at Silver Palms by Lennar Clubhouse, 23770 SW 115th Avenue, Miami, Florida.

Present and constituting a quorum were:

Ramon Castro	Vice Chairperson
Mauricio Pelaez	Assistant Secretary
Isis Gonzalez	Assistant Secretary Also present were:
Jesus Lorenzo	District Manager, GMS
Gabriella Fernandez	District Counsel

FIRST ORDER OF BUSINESS	Roll Call
Mr. Lorenzo called the meeting to order at 9:30 a.m. and called the roll.

SECOND ORDER OF BUSINESS	Organizational Matters
Acceptance of Resignation from Ms. Teresa Baluja
Mr. Lorenzo: You have the acceptance of the resignation letter from Ms. Teresa Beluja, which you'll see on page 4 of your agenda package. Teresa is resigning from her seat, which is seat 2. A motion will be in place to accept the resignation unless the Board has any questions.

On MOTION by Mr. Pelaez, seconded by Mr. Castro, with all in favor, Accepting the Resignation from Ms. Teresa Baluja, was approved.

Consideration of Appointment of Supervisor to Unexpired Term(s) of Office – Seat #2 (11/2028)
Mr. Lorenzo: Moving forward to the consideration of appointment of supervisor for unexpired term of office, which is seat 2 and expires in 2028. If the Board has anyone they wish to nominate, preferably someone you know that lives in the community and resides here and also is qualified, somebody that would work good with you guys. I don't know if somebody comes to mind, I suggest letting me know if they do. I can reach out to them, but they would need to come to the next meeting to be appointed. We can send an email blast like we did when you guys were appointed or maybe a mailer. It's up to you guys to let them know about the open seats. But before we wanted to do that, I wanted to also talk to you guys personally at the meeting in between the meetings to see if you guys had anybody.
Mr. Pelaez: Yeah, we have to fill the two seats, but then yes essentially, there's going to be three people coming down the line that you guys are going to need to find to fill those seats.
Mr. Lorenzo: At minimum, we need a third to hold the meetings to have quorum. But eventually you wouldn't want to fill the seats just in case someone's on vacation. As you guys see, the meetings are not frequent. It's just based on necessity. We will have this budget, the proposed budget hearing, which is today, and then at least minimum 60 days, we'll have the adoption. Aside from that, unless there's anything for a Board discussion or something you guys want to bring to a meeting, I don't foresee another meeting this fiscal year unless there's something to be approved or some urgent matter. The meetings are advertised every month, and I reach out to Ramon and some of you guys in between meetings just to see if we have anything to present.

Oath of Office for Newly Appointed Supervisor(s)
Mr. Lorenzo: We will table item 2C to a future meeting agenda when a new Supervisor is appointed.

Electing Officer(s)
Mr. Lorenzo: Now that Teresa has resigned that Chair position is open so we need to redo the slate of officers. Right now you have Ramon sitting as Vice Chair, Isis and Mauricio are serving as Assistant Secretaries.
Mr. Pelaez: I'll give you my motion to help out. I motion for Ramon to be to move to Chair, and Isis to be Vice Chair.

On MOTION by Mr. Pelaez, seconded by Ms. Gonzalez, with all in favor, Electing Officers with Ramon Castro as Chairman, Isis Gonzalez as Vice Chair, and Mauricio Pelaez as Assistant Secretary, was approved.

THIRD ORDER OF BUSINESS	Approval	of	Minutes	of	the
November 13, 2025 Meeting
Mr. Lorenzo: You have the minutes from the November 13, 2025 meeting in your agenda package. Are there any comments, corrections, or changes to the minutes?
Mr. Pelaez: I have no changes.

On MOTION by Mr. Castro, seconded by Ms. Gonzalez, with all in favor, the Minutes of the November 13, 2025 Meeting, were approved.

FOURTH ORDER OF BUSINESS	Consideration of:
Resolution #2026-02 Approving the Proposed Fiscal Year 2027 Budget and Setting Public Hearing
Mr. Lorenzo: The next item is consideration of Resolution #2026-02, approving the proposed Fiscal Year 2027 budget and setting the public hearing. On page 11, you'll start to see the budget. I'm going to go over it before. Before I do, I just want to let you guys know that we're also setting the public hearing. We have at least 60 days to wait before having the adoption to succeed with the whole process. Page one is the cover sheet. Page two you have the table of contents and then moving on to the general fund which you'll see on pages 1 and 2. This is known as the operation and maintenance or O&M portion of the budget/assessments. This is the second component that makes up the non-ad valorem assessments. This portion of the budget deals with the day in and day out

needs for the administration and operation of the District facilities and the infrastructure. There were some slight increases such as the attorney's fees increased by $2,000. It went from $15,000 to $17,000 per the letter that we received which we're going to get to in the staff reports later on in the agenda. The audit decreased by $500 for the new proposal. It went from $4,000 to $3,500. GMS increased services by 7% which is the same as last year. This is usually a standard practice. They increased trustee fees by $11 which is just fees that US Bank increased per the November bill or statement. The insurance increased 10%. You won't really see it impact the budget because last year you had $7,609. If you guys see on the adopted budget on the left-hand side and then you see what's being proposed is a little bit less which is $7,369 what you guys were paying last year. You'll see in the actuals at $6,699 in the. So that line item technically decreased, but the insurance did increase. So 10% of the increase would be $7,369. We decreased the contingency from by $4,946 to make up for some of these increases. So that went from $34,878 to $29,932 to keep it balanced. On page 14 you'll see the budget narrative which gives a detailed explanation of each line Item and what its function is. That continues on page 15. On page 16, you have the debt service fund, which is the non-ad valorem assessments. The next page, you have the amortization schedule, which lists the periods, the balance, the interest, the principal, and also the debt. Then the last page you have the assessments, the non-ad normal assessments comparison. You guys can see there's no increase. The O&M and the bond units are the same numbers, we just divided it into two different categories. It's 487 total units, which is 31 single family homes and 456 townhome units, totaling 487 units. You'll see that there's no increase from the 2026 to the 2027 fiscal year. They're both staying at $1,926.58 for the single family and
$1,610.79 for the townhomes. Your bond maturity date moving back to page 17 on the amortization schedule is December 15, 2049. Your interest income is projecting $22,030 through September 2026 of this year. Remember that this budget starts on October 1, 2026. Does anybody have any questions?
Mr. Pelaez: No questions.
Mr. Lorenzo: If I'm not hearing any questions now, the question to for the Board is when would you guys like to hold the adoption? Like I mentioned, it has to be at least 60 days from this meeting date. June 11th is your next advertised meeting. You can also hold

it on July 9th or August 13th. The idea is to do it the sooner the better because we have to report it to Miami-Dade to make sure that it goes through their protocol and they can make sure that it comes on the tax roll.
Ms. Gonzalez: I don’t think we should wait until August.
Mr. Pelaez: I think July would be better if that works for you guys.
Mr. Lorenzo: Do I have a motion to approve the Fiscal Year 2027 budget and set the public hearing for July 9, 2026? The meeting would be held here at the Silver Palms Clubhouse, 23770 Southwest 115th Avenue, Miami, Florida, 33032. The meeting will take place on a Thursday, as you guys already have scheduled, which is the second Thursday of every month at 9:30 a.m.

On MOTION by Mr. Castro, seconded by Ms. Gonzalez, with all in favor, Resolution #2026-02 Approving the Proposed Fiscal Year 2027 Budget and Setting Public Hearing for July 9, 2026 at 9:30 a.m., was approved.

Engagement Letter with Grau & Associates to Perform the Audit for Fiscal Year Ending September 30, 2026
Mr. Lorenzo: You have the consideration of the engagement letter with Grau & Associates to perform the audit for fiscal year ending on September 30, 2026. You'll find that on page 19. This is to accept for them to do the audit for this fiscal year. They've been doing the audit up to now and as you notice, there's an increase decrease of $500 for this term. The accounting team bid it out. You have a fixed schedule for the next 10 years, but you guys also can opt out of it if you choose but Grau & Associates have been doing a great job. They're familiar with CDDs, they've been doing your audits, they're familiar with financials. So it's very productive for them to be doing it. They're familiar with the CDD and how it works and your financials.

On MOTION by Mr. Castro, seconded by Ms. Gonzalez, with all in favor, the Engagement Letter with Grau & Associates to Perform the Audit for Fiscal Year Ending September 30, 2026, was approved.

FIFTH ORDER OF BUSINESS	Acceptance of Audit for Fiscal
Year Ending in September 30, 2025
Mr. Lorenzo: Next is the acceptance of the audit for the fiscal year ending on September 30, 2025. You'll find that on pages 20-24. There were no findings in the audit. Everything is in good place and everything is being followed by standards. Unless the Board has any questions, a motion will be in place to accept the audit for the fiscal year ending September 30, 2025. And just as a reminder, this audit is done by an independent firm aside from our audit that we do at GMS every year, they do one independently. So you guys are in compliance with Florida Statutes which is a third-party requirement.

On MOTION by Mr. Castro, seconded by Ms. Gonzalez, with all in favor, Accepting the Audit for Fiscal Year Ending in September 30, 2025, was approved.

SIXTH ORDER OF BUSINESS	Discussion of:
Procedures for Landowners Election Meeting – November 12, 2026
Mr. Lorenzo: We have discussion of procedure for landowners’ election meeting, which is set to take place on November 12, 2026. Moving to page 59, you'll see that seat three, which I had mentioned earlier, Vanessa from the Lennar team is sitting in, is up for landowner election which is set to take place on November 12th. You'll see the sample ballot there on page 59. You'll see the landowner proxy on page 60, which the meeting will be held here at the Silver Palms by Lennar clubhouse. On page 61, you'll see the official ballot for the Campo Bello Community Development District. This is just more of a standard practice just to make sure that we approve it. We don't need to make a motion.

Procedures for General Election
Mr. Lorenzo: Moving forward to the procedures for the general election, which you'll find on page 62. Seats 1 is Isis and seat 4 is Ramon. Your seats are up for election on November 3, 2026. If you wish to run again, you have to submit during the qualifying period from noon on June 8, 2026 to close at noon on June 12, 2026 to qualify with the Supervisor of Election. Something that I want to urge the importance of is make sure you guys know which seat you're running for and which seat you have so you guys are not

running against each other because if you guys put both the same seat, then you guys would be running against each other for the same seat at the general election. As we get closer, I will be talking with you guys I’ll be helping you guys with the process. If you guys have any questions, by all means, feel free to reach out to me.
Ms. Fernandez: Your Form 1 that’s due on July 1st, that's one of the requirements so try to have that done that during that time period in June. Because they can turn you away if you don't have your Form 1 filed yet, because that's one of the requirements.

SEVENTH ORDER OF BUSINESS    Staff Reports
Attorney – Consideration of Request for Adjustment to District Counsel Fee Structure
Ms. Fernandez: You have a letter from our firm requesting a fee increase. Your current fee structure has been in place since 2019 and your current partner rate is $290 per hour. Your current associate rate is $225 per hour. The partner rate would increase
$35 per hour to $325 per hour and your associate rate would increase $25 per hour to
$250 per hour. This is adjusted to reflect changes in the CPI.
Mr. Lorenzo: Unless the Board has any question, a motion to accept will be in
place.

On MOTION by Mr. Castro, seconded by Ms. Gonzalez, with all in favor, Accepting the Adjustment to District Counsel Fee Structure, was approved.

Engineer
There not being any report, the next item followed.

Manager
Mr. Lorenzo: I have nothing to report at this time.

EIGHTH ORDER OF BUSINESS	Financial Reports
Acceptance of Check Register
Acceptance of Unaudited Financials

Mr. Lorenzo: Page 67 is your financial reports. Tab A is the acceptance of the Check Register and Tab B is the acceptance of the Unaudited Financials. Is there a motion to approve?

On MOTION by Mr. Castro, seconded by Ms. Gonzalez, with all in favor, Accepting the Check Register and Accepting the Unaudited Financials, were approved.

NINTH ORDER OF BUSINESS	Supervisors	Requests	and
Audience Comments
Mr. Lorenzo: There are no members of the audience present today. Are there any other comments from the Supervisors before we close the meeting? Hearing none, we will move to the next item.

TENTH ORDER OF BUSINESS	Adjournment
There not being any other District business to discuss,

On MOTION by Mr. Castro, seconded by Ms. Gonzalez, with all in favor, the meeting was adjourned.

Secretary /Assistant Secretary	Chairman / Vice Chairman

Apirl 8, 2026

CERTIFIED MAIL NO. 7022 2410 0002 9336 7413 RETURN RECEIPT REQUESTED
Campo Bello Homeowners Association, Inc. c/o Herminio Amil Jr., President
24855 SW I 07th Court, Homestead, FL 33032

CERITFIED MAIL NO. 7022 2410 0002 9336 7420 RETURN RECEIPT REQUESTED
Campo Bello Homeowners Association, Inc.
c/o Association Law group, P.L., Registered Agent
I I 00 Brickell Bay Dr., Suit 5200 Miami, FL 33131

Department of Regulatory and Economic Resources Department of En,ironmental Resources l\lanapment
701 N\V 1st Court, 4th Floor
Miami, Florida 33136-3912
T 305-372-6700 F 305-372-6982
miamidade.20v

RE:  Restrictive Covenants (RC) Recorded on October 11, 2019 in OR Book 31646, Pages 3803-3855 (CFN 2019R0643798), March 25, 2020 in OR Book 3 I869, Pages 4287-4342 (CFN 2020R0 I89567), and August 2, 2022 in OR Book 333 I 7, Pages 3768-3812 (CFN2022R0610003) for Diaz Farms aka Campo Bello by Lennar (HWR-927/File-NA) located at, near, or in the vicinity of east and west of SW I 07th Court and south of SW 248th Street, Homestead, Miami-Dade County, Florida.
The above-referenced covenants implemented institutional and engineering controls for all folios within the contaminated site identified as Diaz Farm (Site). A requirement of the RC is the maintenance of the engineering control within the site. Available permitting records in.dicate that multiple properties have potentially modified the engineering controls and potentially handled and/or relocated contaminated soils (e.g., construction of pools, etc.).
Therefore, please provide the Mian1i-Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management (DERM). with the Annual Inspection Reports beginning 2020 to the present day as stated in the Engineering Control and Maintenance.Plan (ECMP) dated June 27, 2019, for RC recorded on October I I, 2019; December 9, 2019, for RC recorded on March 25, 2020; and June 29, 2022, for RC recorded on August 2, 2022, incorporated by reference as Exhibit C.

Copies of the covenants can be obtained from the Miami-Dade County Clerk of the Courts online at https://onlineservices.miamidadeclerk.gov/officialrecords/StandardSearch.aspx. Additional information concerning the Site's No Further Action with Condition Closure and Rehabilitation documents can be found online at DERM's electronic environmental record database at https://ecmrer.miamidade.gov/. You can search with the case number (HWR-00927) or the facility name (Diaz Farms).

Failure to adhere to the items and timeframes stipulated above may result in enforcement action for this site.

Any person aggrieved by any action or decision of the DERM Director may appeal said action or decision to the Environmental QuaEty Control Board (EQCB) by filing a wntten notice of appeal along with submittal of the applicable fee, to the Code Coordination and Public Hearings Section of DERM within fifteen (15) days of the date of the action or decision by DERM.

If you have any questions regarding this letter, please contact Caroline Wright (wrighc@miamidade.gov) of the Environmental Monitoring and Evaluation Section at (305) 372-6700.

Sincerely,

�
Caroline Wright, P.G., Environmental Site Restoration Manager
Environmental Monitoring and Evaluation Section Department of Regulatory and Economic Resources

cw
ec: Alicia Felipe - RER

April 28, 2026
File No. OP090557.26

Environmental Consultants & Contractors

Mr. Jesus Lorenzo	Via email jlorenzo@gmssf.com Governmental Management Services – South Florida, LLC
5385 North Nob Hill Road Sunrise, FL 33351
Re:	Campo Bello CDD (formerly Diaz Farms) HWR-927
Miami-Dade County, Florida Subject:	Proposal for Environmental Services Dear Mr. Lorenzo:
SCS Engineers (SCS) thanks you for the opportunity to provide engineering control inspection services to Government Management Services for the Campo Bello Community Development District (CDD) located in the vicinity of SW 248th Street and SW 107th Avenue, Homestead, FL (the Site).
Annual engineering control (EC) inspections are required as per the Declaration of Restrictive Covenants (DRCs) executed by Calatlantic Group, Inc. in favor of Miami-Dade County, which were recorded in the Miami-Dade County Court Records for the Phase I and Phase II portions on October 11, 2019, and March 25, 2020, respectively. Additionally, routine engineering control inspections of the community pool area engineering controls are required per the approved Engineering Control and Maintenance Plan (ECMP) approved by the Department of Regulatory and Economic Resources, Division of Environmental Resources Management (DERM) in their letter dated August 27, 2024.
A copy of the recorded DRCs and the community pool ECMP are provided as Attachment A. ECMPs for Phase I and II areas are included in the DRC as Exhibit C. The criteria for evaluating the integrity of each engineering control is included in each ECMP.
The Environmental Monitoring and Evaluation Section (EMES) of the Department of Regulatory and Economic Resources (RER) letter dated April 8, 2026, indicate that multiple Site properties may have modified the engineering controls and potentially handled and/or relocated contaminated soils during construction of pools. Thus, EMES is requesting copies of annual inspection reports completed from 2020 through the present. To date, you indicated the only annual inspection report was completed by SCS, dated February 2, 2021.
Based on our discussions on April 3, 2026, you are requesting for SCS to coordinate with DERM regarding the missed annual inspections and develop a strategy to keep the Site in compliance with the ECMPs. Our scope of work, schedule, fee, and assumptions and limitations are provided below.

SCOPE OF SERVICES
SCS will provide the professional labor services necessary to complete the following scope of services noted below:

Internal meetings to discuss project strategy

9500 South Dadeland Blvd, Suite 610, Miami, FL 33156 | 305-412-8185 | Fax 305-412-81055  

Meetings with EMES to discuss requirements to keep the Site in compliance with the recorded DRCs.
Meetings with the CDD to discuss EMES requirements and project strategy

SCHEDULE
We will commence with coordination with EMES upon receiving a notice to proceed (NTP).

FEE
SCS recommends an initial time and materials budget of $5,000 to begin discussions with EMES and develop a strategy for Site compliance. Once discussions with EMES are conducted and a path forward is developed, we will submit a proposal for specific services. Invoices will be submitted monthly based on man-hours and expenses incurred. If additional funding is needed for enhanced or prolonged engagement with EMES, SCS will provide a separate change order for those services.

ASSUMPTIONS & LIMITATIONS
The scope of services does not include any work not explicitly stated herein. The following are the scope and fee assumptions and limitations:
This proposal is valid for 90 days.
SCS is not responsible for project delays outside of our control.
EMES will likely require soil disposal and/or import fill records, which SCS cannot provide if they are not available in the DERM file database. SCS recommends that the CDD initiate communications with homeowners that installed pools to collect this documentation, if available.
If you find this proposal acceptable, please sign and return the attached agreement in Attachment B that will act as our NTP.
If you have any questions, please contact the undersigned at 954-205-4567. We thank you for this opportunity.

Sincerely,

Anthony Pezzotti, P.G.	Yudex A. Hasbun, P.E.
Project Advisor	Project Director
SCS Engineers	SCS Engineers
cc: Marco F. Hernandez, P.E. - SCS Attachments:
Declaration of Restrictive Covenants and Community Pool Engineering Control Maintenance Plan
Agreement between SCS Engineers and Client for Professional Services (short form)

SCS 2026 Fee Schedule

Attachment A
Recorded Draft Restrictive Covenants

www.scsengineers.com

August 6, 2024
File No. 09219039.00

Environmental Consultants & Contractors

Mr. Wilbur Mayorga, P.E., Chief
Miami-Dade County Department of Regulatory and Economic Resources Division of Environmental Resources Management (DERM)
701 Northwest 1st Court, 4th Floor Miami, Florida 33136
Subject:	Response to DERM Comments - Engineering Control Repair/Modification Report Diaz Farms Facility
SW 256th St./SW 107th Ave. Miami-Dade County, Florida HWR-927/File-NA
Dear Mr. Mayorga:
SCS Engineers (SCS) submits this Response to Comments (RTC) to the Department of Regulatory and Economic Resources – Division of Environmental Resources Management’s (DERM’s) Comment 1A presented in the correspondence dated September 15, 2023 (Attachment A), for the subject site located in the vicinity of Southwest 248th Street and Southwest 107th Avenue, Miami-Dade County, Florida (the Site). The DERM comment and SCS response is provided below. Responses to the other comments in the aforementioned letter will be submitted to DERM under separate cover. Refer to Figure 1 for a Property Location Map.

RESPONSE TO COMMENTS
Comment 1.	DERM acknowledge SCS’s response to comment 3, that the Annual inspections of the ECs, including the pool and spa concrete, will be conducted by a Florida Professional Engineer (PE), or appropriately trained personnel under direct guidance of the PE, retained by the community development district (CDD). However, the following comments shall be addressed:
Please include in SCS’s response to comment 3, the pertinent information from the approved ECMP dated June 27, 2019, such as the two feet of clean fill inspection plan, disturbance of engineering controls (i.e., notification procedures), contractor requirements (e.g., Soil Management Plan/Dust Control Plan, Health and Safety Plan, Source Removal Report, etc..), and owner requirements which would also apply to the pool and spa concrete area as well.
RESPONSE:
1a. SCS amends the response to comment 3 in the August 10, 2023 Response to Comments, as follows:

INSPECTIONS AND MAINTENANCE
The repaired/modified engineering controls will be inspected annually by a Florida Professional Engineer (PE), or appropriately-trained personnel under direct guidance of the

6115 Lyons Road, Coconut Creek, FL 33073 | 954-354-0664

Mr. Wilbur Mayorga, P.E., Chief August 6, 2024
Page 2

PE, retained by the community development district (CDD). The pool and spa concrete will be inspected for evidence of crumbling or deterioration that exposes the underlying soil.
Evidence of such deterioration will be documented and restored within 30 days of discovery. The pavers surrounding the pool and spa areas cover the two-foot soil cap. Evidence of erosion that leads to a material diminishing of the thickness of the soil cap in those areas will be documented and restored within 30 days of discovery.
The results of the EC inspections will be documented in writing and include the date, the name of the inspector (and associated qualifications), key observations, and recommended corrective actions. Inspection reports and repair records will be maintained by the CDD and submitted to DERM upon request.

DISTURBANCE OF ENGINEERING CONTROL
Work Authorization

Notification to the Pollution and Remediation Section of DERM will be provided by the CDD for any improvement that contemplates the removal of landscaping or soil, removal of pavers, digging of any holes or trenches, or any other penetration of the earth within the pool and spa area. Notification to DERM will be provided prior to performing the work.

Disturbance within EC
If the work is conducted within the EC (excavation that does not penetrate the 2- foot soil engineering control), the CDD shall be responsible for repairing the EC and the collection and maintenance of photographic documentation of the repair.

Disturbance below the EC
The following applies to work that will involve excavation below the EC in the pool and spa area for any work undertaken by the CDD:

Contractor Requirements
The environmental condition of the Site shall be disclosed to perspective Contractors.
A Dust Control Plan with specific means and methods for dust suppression during execution of the work must be included in the application.
The Contractor shall prepare a project specific Health and Safety Plan (HASP), for use by their employees, subcontractors and vendors engaged in the work. The Contractor shall review the HASP with all onsite employees prior to starting the work.
The Contractor shall comply with all applicable provisions of federal, state and local health and safety statutes, codes and regulations, including but not limited to Chapter 24 of the Code of Miami-Dade County.
A Soil Management Plan (SMP) must be included in a Proposal to perform excavation work. This plan must include details regarding the following: soil

	

I11111111111111111111111111111111111111111111
C:FN 2019R064-3798
OR BK 31646 Pss 3803-3855 (53Pss)
RECORDED 10/11/2019 15:51:13 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA

RECEIVED
10/31/2020
DERM ENVIRONMENTAL MONITORING & RESTORATION DIVISION

This instrument was prepared by, or under
the supervision of (and after recording, return to):

Cristina A. Lumpkin, Esq.
Bilzin Sumberg Baena Price & Axelrod LLP 1450 Brickell Avenue, Suite 2300
Miami, Florida 33131

{Space reserved for Clerk)

COVENANT RUNNING WITH THE LAND IN FAVOR OF MIAMI-DADE COUNTY, FLORIDA, REQUIRING INSTITUTIONAL CONTROLS AND ENGINEERING CONTROLS AT REAL PROPERTY LOCATED AT, NEAR OR IN THE VICINITY OF SOUTHWEST 256TH STREET AND SOUTHWEST 107TH AVENUE, HOMESTEAD, MIAMI-DADE COUNTY, FLORIDA.

MIAMI 6407811.1 72393/84384

The Owner, CALATLANTIC GROUP, INC. (hereinafter referred to as the "Owner"), holds the fee simple title to the real property legally described as set forth in Exhibit A, attached hereto and incorporated herein by reference, and located in the vicinity of Southwest 256th Street and Southwest 107th Avenue, Homestead, Miami-Dade County, Florida, and furthermore identified for ad valorem tax purposes by all Folio Numbers 30-6030-001-0040, 30-6030-001-0071, 30-6030-001-0010 (portion of), 30-6030-001-0030, 30-6030-001-0070, 30-6030-001-
0080, 30-6030-001-0170, 30-6030-001-0190, 30-6030-001-0180, 30-6030-001-0220, 30-6030-

001-0210, 30-6030-001-0230, 30-6030-001-0240, 30-6030-001-0250, 30-6030-001-0260, 30-

6030-001-0290, 30-6030-001-0280, 30-6030-001-0270, 30-6030-001-0470, 30-6030-001-0480,

30-6030-001-0481, 30-6030-001-0490, 30-6030-001-0500 (hereinafter referred to as the "Property"), hereby creates a covenant pursuant to Section 24-44 (2)(k)(ii) of Chapter 24, Code of Miami-Dade County, Florida, on behalf of the Owner, heirs, successors, grantees and assigns, running with the land to and in favor of Miami-Dade County, a political subdivision of the State of Florida (hereinafter referred to as the "County"), its successors, grantees and assigns, pursuant to Section 24-44 (2)(k)(ii) of Chapter 24 of the Code of Miami-Dade County, Florida, with respect to the Property as follows:

The Owner covenants and agrees to the following:

The Owner of the Property has elected to implement institutional and engineering controls on the Property to obtain approval for a No Further Action with Conditions proposal pursuant to Section 24-44 (2)(k)(ii) of Chapter 24 of the Code of Miami-Dade County, Florida. The institutional and engineering controls that are applicable to the Property have been initialed as set forth below. These institutional and engineering controls afford a level of ....,.,,.v,..,.rc"'-..,r..,,-t.:.,.Hv-, J..,,,-,av
MIAMI 6407811.1 72393/84384

7Q

human health, public safety and the environment that is equivalent to that provided by Section 24-44 (2)(f)(i) and Section 24-44 (2)(f)(ii) of Chapter 24, Code of Miami-Dade County, Florida. The
�plicable institutional and engineering controls are set forth as follows:

3.

J	I.	)(	Groundwater from the Property shall not be used for drinking water purposes.
'f..-. Groundwater from the Property shall only be withdrawn for monitoring of pollution.

'/.. Contaminated soil and groundwater, as delineated in the Phase II Environmental Site Assessment Report, prepared by Ayden Environmental, dated August 2, 2018; Contamination Assessment Report, prepared by Ayden Environmental, dated February 5, 2019; Soil Management Plan, prepared by SCS Engineers, dated March 27, 2019; and Groundwater Sampling Report, prepared by SCS Engineers,_ dated March 20, 2019 (collectively, the "Site Assessment Reports"), and approved by the Director of the Miami-Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management, shall not be removed from the Property without prior written approval of the Miami-Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management, its successors or its assigns. The Site Assessment Reports shall remain on file with the Miami-Dade ounty Department of Regulatory and Economic Resources, Division of Environmental Resources Management,	or  its successors  or  assigns,  and  are  summarized	for
informational purposes in Exhibit B, which is incorporated by reference.

'/... Engineering controls detailed in the Engineering Control Implementation Report, Diaz Farms, Phase I, dated June 27, 2019, and the Engineering Control and Maintenance Plan, dated June 27, 2019, approved by the Director of the Miami-Dade

MIAMI 6407811.1 72393/84384

Department of Regulatory and Economic Resources, Division of Environmental Resources Management. The Engineering Control and Maintenl!lnce Plan shall remain on file with the Department of Regulatory and Economic Resources, Division of Environmental Resources Management, or its successors or assigns, and is summarized for informational purposes in Exhibit C, which is incorporated by reference.

Prior to the entry into a landlord-tenant relationship with respect to the Property, the Owner agrees to notify in writing all proposed tenants of the Property of the existence and contents of this Covenant.

For the purpose of inspecting for compliance with the institutional and engmeermg controls contained herein, the Miami-Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management, its successors or its assigns, .shall have access to the Property at reasonable times and with reasonable notice to the Owner of the Property. In the event that the Owner does not or will not be able to comply with any of the institutional and engineering controls contained herein, the Owner shall notify in writing the Miami-Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management, its successors or its assigns, within three (3) calendar days.

This Covenant may be enforced by the Director of the Miami-Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management, its successors or its assigns, by permanent, temporary,
MIAMI 6407811.1 72393/84384

prohibitory, and mandatory injunctions as well as otherwise provided for by law or ordinance.

The provisions of this instrument shall constitute a covenant running with the land, shall be recorded, at the Owner's expense, in the public records of Miami-Dade County and shall remain in full force and effect and be binding upon the undersigned, their heirs, legal representatives, estates, successors, grantees and assigns until a release of this Covenant is executed and recorded in the Public Records of Miami-Dade County, Florida.

This Covenant is to run with the land and shall be binding on all parties and all persons claiming under it for a period of thirty (30) years aftfr the date this Covenant is recorded, after which time it shall be extended automatically for successive periods of ten
(10) years each, unless the Covenant is modified or released by Miami-Dade County.

Upon demonstration to the satisfaction of the Director of the Department of Regulatory and Economic Resources, Division of Environmental Resources Management, its successors or its assigns, that the institutional and engineering controls set forth in this Covenant are no longer necessary for the purposes herein intended because the criteria set forth in Section 24-44 (2)(k)(i) of Chapter 24 of the Code of Miami-Dade County, Florida have been met, the Director of the Department of Regulatory  and  Economic  Resources,  Division  of  Environmental  Resources

Management, its successors or its assigns, shall, upon written request of the Owner, release this Covenant.

The Owner shall notify the Director of the Miami�Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management, its successors or its assigns, within thirty (30) days of any conveyance, sale, granting or transfer of the Property or portion thereof, to any heirs, successors, assigns or grantees, including, without limitation, the conveyance of any security interest in said Property.

The term Owner shall include the Owner and its heirs, successors and assigns.

[REMAINDER OF PAGE INTENTIONALLY LEFT BLANK] [SIGNATURES AND ACKNOWLEDGEMENTS ON FOLLOWING PAGES]

IN WITNESS WHEREOF, the undersigned, being the Owner of the Property, agrees to the provisions of this Covenant, hereby create same as a Covenant Running with the Land in favor of Miami-Dade County, Florida, and set their hands and seal unto this Covenant this	// TH day of	()C,fol!Ri<	, Zo, q .

�TNESSES±:	

OWNER: CA
Delaware corpo By:

GROUP, INC., a

S1gt\	(	�_

Sign'-------=-----------
Print		�G,Jte;G,c..LZ;..=--=---=M'----""e...A	,'M◄'--¢:;�"Jtio�La,J.	
Title: 		..0..._......,..u....---j�_......,.�.. �''""'"'2!:iJ�'.r.�L----
Address:	710 AlvJ /07  At/� .$'(.)tt-e �
Jt,(IA�, 1  r'-	11,12-

STATE OFF
COUNTY OF M	I-DADE	L

--

The )y,-eg�� instrument was ack:nowl�ed before 195 this	// ,,_	day of

Sl

-

{{(eJo Mr	, c:2011 by 42-r...e-;5 �ri�r�/1/'--  . He or she is personally known to me or has produced	_--::-::::::	asidentification and who taki an oath.

print	M�	
State of Florida at Large (Seal)
My Commission Expiresifi It "z�, -ZOZ-3

Exhibit A

Legal Description

MIAMI 6407811.1 72393/84384

8 of 53

This is not a Boundary Survey, but only a GRAPHIC DEPICTION of the description shown hereon.
North arrow direction and Bearings shown hereon are based on assumed value of N37"40'42.E, along the Southeasterly Right-of-way Line of Homestead Extension of Florida's Turnpike as per Florida Department Transportation Right-of-way Map Section No.87005-2304 Sheet 11 of 15.
Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or + parties is prohibited without written consent of the signing party or parties.
There may be additional Restrictions not shown on this Sketch & Legal that may be found in the Public Records of this County, Examination of TITLE COMMITMENT will have to be made to determine recorded instruments, if any affecting this property.
The Sketch and Legal Description shown herein is based on the information provided by the Client.
No Title research has been performed to determine if there are any conflict existing or arising out of the creation of the easements, Right of Ways, Parcel Descriptions, or any other type of encumbrances that the herein described legal may be utilized for.
SURVEYOR1SCERTIFICATE:
I Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the SKETCH AND LEGAL DESCRIPTION, of the real property described hereon.
I further certify that this survey was prepared in accordance with the applicable
provisions of Chapter SJ-17 (Formerly 61G17-6) Florida Administrative Code.
Ford, Armenteros & Fernandez, Inc. L.B. #6557
Date: JUNE 17th, 2019	BY	•
Revision 1:	Ricardo Rodriguez, P.S.M., For the Firm
Professional Surveyor and Mapper State of Florida, Registration No.5936
C	
	
CAMPO BELLO PHASE ONE - FILL CAP	
RD, ARMENTEROS & FERNANDEZ, INC.
1950 N.W. 94th AVENUE, 2nd FLOOR DORAL, FLORIDA 33172
PH. (305) 477-6472
FAX (305) 470-2805	T'!!'EQ'fRQ.EllT:	SKETCH AND LEGAL DESCRIPTION	
	sm111,11£:	LOCATON MAP AND SURVEYOR'S NOTES	
	PREPw Fal:	LENNAR HOMES, LLC	
	DRAIII BY: R.RODRIGUEZ
D'I\C. amm BY:
ll£00DIIY:	DAre  JUNE 17th, 2019
5C,lJ..£,	AS SHOWN
PRo.ECT No: 16-066-1004	S1£ET:
1
a' 13 SHEE'IS	

I
A
LEGAL DESCRIPTION:	I
B	I
C	
BLOCK 1:			
PARCEL 1: FOLIO 30-6030-001-0040			
LOTS 9 THROUGH 16, INCLUSIVE, BLOCK 1, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PARCEL 22: FOLIO	30-6030-001-0071
LOTS 19 THROUGH 22, INCLUSIVE, BLOCK 1, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, LESS THE FOLLOWING:
BEGIN AT THE NORTHWEST CORNER OF LOT 22, THENCE EAST 39.43 FEET: THENCE SOUTHWESTERLY 63.98 FEET; THENCE NORTH 50.17 FEET TO THE POINT OF BEGINNING FOR RIGHT-OF-WAY.
A PORTION OF PARCEL 23: FOLIO	30-6030-001-0010 (PORTION  OF)
THAT PORTION OF LOT 2 AND LOT 23 LYING WITHIN THE FOLLOWING DESCRIBED PARCEL OF LAND; LOT 6 AND PART OF LOTS 2 THROUGH 5 AND 23, BLOCK 1, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE SOUTHEAST CORNER OF LOT 6, THENCE NORTH 137.80 FEET; THENCE WEST
135.87 FEET: THENCE SOUTHWESTERLY 177.22 FEET TO THE SOUTH LINE OF LOT 23; THENCE EAST 244.57 FEET TO THE POINT OF BEGINNING.
PARCEL 36: FOLIO	30-6030-001-0030
.... 3 LOT 8, BLOCK 1, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDEDJ-IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COU�TY, FLORIDA.
PARCEL 43: FOLIO	30-6030-001-0070
LOTS 17 AND 18, BLOCK 1, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
LESS FROM BLOCK 1 PROPOSED R/W DEDICATION;
A PORTION OF LOTS 20, 21, 22 AND 23, BLOCK 1, OF "SOUTH ALLAPATTAH GARDENS",
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, AT PAGE 20, OF THE '"� PUBLIC  RECORDS  OF MIAMI-DADE  COUNTY,  FLORIDA, LYING SOUTHEASTERLY  OF THE+-
SOUTHEASTERLY RIGHT-OF-WAY LINE OF HOMESTEAD EXTENSION OF FLORIDA'S TURNPIKE - STATE ROAD NO. 821 - AS PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP SECTION 87005-2304 - SHEET 11 OF 15, IN THE NORTHEAST 1/4 OF SECTION 30, TOWNSHIP 56 SOUTH, RANGE 40 EAST, MIAMI-DADE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN	AT THE INTERSECTION	OF THE WEST LINE OF SAID BLOCK 1 WITH THE SAID SOUTHEASTERLY RIGHT-OF-WAY LINE OF HOMESTEAD EXTENSION OF FLORIDA'S TURNPIKE - STATE ROAD NO. 821; THENCE N37.40'42"E, ALONG SAID SOUTHEASTERLY RIGHT-OF-WAY LINE OF HOMESTEAD EXTENSION OF FLORIDA'S TURNPIKE - STATE ROAD NO. 821, FOR A DISTANCE
....5 OF 66.57 FEET; THENCE S52i9'18"E FOR A DISTANCE OF 45.00 FEET; THENCE S3T40'42"W,s-ALONG A LINE 45.00 FEET SOUTHEASTERLY OF AND PARALLEL WITH THE SAID SOUTHEASTERLY RIGHT-OF-WAY LINE OF HOMESTEAD EXTENSION OF FLORIDA'S TURNPIKE - STATE ROAD NO. 821, FOR A DISTANCE OF 115.44 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE TO THE LEFT, CONCA VE TO THE SOUTHEAST; THENCE SOUTHWESTERLY AND SOUTHERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 38.03'20" FOR AN ARC DISTANCE OF 16.60 FEET TO A ITS INTERSECTION WITH THE SAID WEST LINE OF SAID BLOCK 1; THENCE Noo·22'38"W, ALONG THE LAST DESCRIBED LINE FOR A DISTANCE OF 61.62 FEET TO THE POINT OF BEGINNING.

A	B	C
I	I	I

..,	CAMPO BELLO PHA,..m..S.....,,.Elf'PRO.EOI:1:, N..,..,.:_Es_K_ET-_C_FH_A_INL_D_LLE_G_AC_L_DA_ES_PC_R_IP_T_IO_N 

f,
----1(1

RD, ARMENTEROS & FERNANDEZ, INC,	smll>ME:	LEGAL DESCRIPTION TO ACCOMPANY SKETCH
1950 N.W. 94th AVENUE, 2nd FLOOR	PREPARED mt	LENNAR HOMES, LLC

DORAL, FLORIDA 33172	DRAYIII BY: R.RODRIGUEZ	DA'IE!  JUNE 17th, 2019	SIET:	
PH. (305) 477-6472	llllG. amm BY:	SCM.£:	N/A		
FAX (305) 470-2805	amm BY:	PRo.ECT No: 16_066_1004		

2
a'" 13 SHEETS

I	I
A	C

BLOCK 2:
PARCEL 2: FOLIO	30-6030-001-0080
LOTS 1 THROUGH 24, INCLUSIVE, BLOCK 2, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
(NOTE: THERE ARE NO R/W DEDICATIONS FOR BLOCK 2)
'""1	1-
BLOCK 7:
PARCEL 50: FOLIO	30-6030-001-0170
LOTS 1 THROUGH 24, INCLUSIVE, BLOCK 7, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
LESS FROM BLOCK 7 PROPOSED R/W DEDICATION;
ALL THAT PORTION OF LOTS 1, THRU 12, INCLUSIVE, BLOCK 7, OF "SOUTH ALLAPATTAH
_ GARDENS", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, AT PAGE 20, _
2	2
OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, LYING WITHIN THE EAST 40.00
FEET OF THE NORTHEAST 1 / 4 OF SECTION 30, TOWNSHIP 56 SOUTH, RANGE 40 EAST, MIAMI-DADE COUNTY, FLORIDA TOGETHER WITH ALL THAT PORTION OF SAID. LOT. 1, LYING WITHIN THAT EXTERNAL AREA FORMED BY A 25.00 FEET RADIUS CURVE, CONCA VE TO THE SOUTHWEST, TANGENT TO THE NORTH LINE OF SAID LOT 1 AND TO A LINE 40.00 FEET WEST OF AND PARALLEL WITH THE EAST LINE OF THE NORTHEA.ST 1/4 OF SAID SECTION 30, AND ALL PORTION OF SAID LOT 12, LYING WITHIN THAT EXTERNAL AREA FORMED BY A 25.00 FEET RADIUS CURVE, CONCA VE TO THE NORTHWEST, TANGENT TO THE SOUTH LINE OF SAID LOT 12 AND TO A LINE 40.00 FEET WEST OF AND PARALLEL WITH THE EAST LINE OF THE NORTHEAST 1/ 4 OF SAID SECTION 30.
'""3 BLOCK 8:
PARCEL 4: FOLIO 30-6030-001-0190
LOTS 6 THROUGH 20, INCLUSIVE, BLOCK 8, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PARCEL 26: FOLIO  30-6030-001-0180
LOTS 1, 2, 3, 4, 5 AND 23, BLOCK 8, OF SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, PAGE 20, OF PUBLIC RECORDS OF
""4 MIAMI-DADE COUNTY, FLORIDA, IN SECTION 30, TOWNSHIP 56, RANGE 40 EAST, LESS THE4-FOLLOWING:
COMMENCE AT THE SOUTHEAST CORNER OF LOT 5, IN BLOCK 8, OF SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, PAGE 20, OF PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; THENCE NORTH 00 DEGREES, 20 MINUTES,
16 SECONDS WEST (BEARINGS DERIVED FROM THE FLORIDA STATE SYSTEM OF PLANE COORDINATES), ALONG THE EASTERLY BOUNDARY OF SAID LOT 5, 96.54 FEET TO THE BEGINNING OF A CURVE CONCA VE TO THE SOUTHWESTERLY, HAVING A RADIUS OF 25.00 FEET; THENCE RUN ALONG SAID CURVE 16.24 FEET, THROUGH A CENTRAL ANGLE OF 37 DEGREES, 12 MINUTES, 39 SECONDS TO A POINT; THENCE, FROM A TANGENT BEARING NORTH 37 DEGREES,
32. MINUTES, 55 SECONDS WEST RUN SOUTH 89 DEGREES, 19 MINUTES, 18 SECONDS WEST,
""5 RUNNING ACROSS LOTS 1 THROUGH 5 INCLUSIVE OF SAID BLOCK 8, FOR 274.64 FEET TO As-POINT ON A NON-TANGENT CURVE CONCAVE TO THE SOUTHEASTERLY, HAVING A RADIUS OF
25.00 FEET;	THENCE FROM A TANGENT BEARING NORTH 36 DEGREES, 11 MINUTES, 47 SECONDS EAST, RUN ALONG SAID CURVE 23.18 FEET, THROUGH A CENTRAL ANGLE OF 53 DEGREES, 07 MINUTES, 31 SECONDS TO THE END OF SAID CURVE AND THE NORTHERLY BOUNDARY OF SAID LOT 1; THENCE NORTH 89 DEGREES, 19 MINUTES, 18 SECONDS EAST, ALONG THE NORTHERLY BOUNDARY OF LOTS 1 THROUGH 5 INCLUSIVE, 234.54 FEET TO THE BEGINNING OF A CURVE CONCA VE TO THE SOUTHWESTERLY, HAVING A RADIUS OF 25.00 FEET; THENCE RUN ALONG SAID CURVE 23.18 FEET, THROUGH A CENTRAL ANGLE OF 53 DEGREES, 07 MINUTES, 47 SECONDS TO THE POINT OF BEGINNING.
A	B	C
I	I	'	
	
CAMPO BELLO PHASE ONE - FILL CAP	
RD, ARMENTEROS & FERNANDEZ, INC.
1950 N.W. 94th AVENUE, 2nd FLOOR DORAL, FLORIDA 33172
PH. (305) 477-6472
FAX (305) 470-2805	l'll'EIHR(Ul:T:  SKETCH AND LEGAL DESCRIPTION	
	mr� 	LEGAL DESCRIPTION TO ACCOMPANY SKETCH
PRE'm Fill:	LENNAR HOMES, LLC
l  :	,	, 	3	I	
	DRAl! BY R.RODRIGUEZ
llllG. amm BY:	DATE	JUNE 17th 2019
SCALE:	N/A	Sl£ET:

a= 13 'SHEETS	
	a£MDBY:	PRo.ECT No: 16-066-1004		

11 nf Fi�

I	I
A	C

PARCEL 48: BU-2 30-6030-001-0220
LOT 22, BLOCK 8, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PARCEL 49: FOLIO 30-6030-001-0210
LOT 21, BLOCK	8, SOUTH ALLAPATTAH GARDENS,	ACCORDING TO THE PLAT THEREOF,
_1 RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA
LESS FROM BLOCK 8 PROPOSED R/W DEDICATION:
ALL THAT PORTION OF LOTS 5, THRU 14, INCLUSIVE, BLOCK 8, OF "SOUTH ALLAPATTAH GARDENS", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, AT PAGE 20, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, LYING WITHIN THE EAST 40.00 FEET OF THE NORTHEAST 1/ 4 OF SECTION 30, TOWNSHIP 56 SOUTH, RANGE 40 EAST, MIAMI-DADE COUNTY, FLORIDA TOGETHER WITH ALL THAT PORTION OF SAID LOT 5, LYING WITHIN THAT EXTERNAL AREA FORMED BY A 25.00 FEET RADIUS CURVE, CONCA VE TO THE SOUTHWEST, TANGENT TO A LINE 75.00 FEET SOUTH OF AND PARALLEL WITH THE NORTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 30 AND TO A LINE 40.00 FEET WEST OF AND
-.2 PARALLEL WITH THE EAST LINE OF THE NORTHEAST 1 / 4 OF SAID SECTION 30, AND ALL z-
PORTION OF SAID LOT 14, LYING WITHIN THAT EXTERNAL AREA FORMED BY A 25.00 FEET RADIUS CURVE, CONCAVE TO THE NORTHWEST, TANGENT TO THE SOUTH LINE OF SAID LOT 14 AND TO A LINE 40.00 FEET WEST OF AND PARALLEL WITH THE EAST LINE OF THE NORTHEAST 1 / 4 OF SAID SECTION 30.
BLOCK 9:
PARCEL 30: FOLIO 30-6030-001-0230
THAT PORTION OF BLOCK 9 OF SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY,
3
-J FLORIDA, LYING SOUTHERLY AND EASTERLY OF THE RIGHT OF WAY OF FLORIDA'S TURNPIKE -
(STATE ROAD NO. 821).
LESS FROM BLOCK 9 PROPOSED R/W DEDICATION:
ALL THAT PORTION OF LOTS 9, 10 AND 11, BLOCK 9, OF ·souTH ALLAPATTAH GARDENS·, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, AT PAGE 20, OF THE PUBLIC	RECORDS	OF	MIAMI-DADE	COUNTY,	FLORIDA,	LYING	SOUTHEASTERLY	OF	THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF HOMESTEAD EXTENSION OF FLORIDA'S TURNPIKE - STATE ROAD NO. 821 -		AS PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP SECTION 87005-2304 -	SHEET 11 OF 15, IN THE NORTHEAST 1/4	OF SECTION 30,
4 TOWNSHIP 56 SOUTH, RANGE 40 EAST, MIAMI-DADE COUNTY, FLORIDA.	4-
AND LESS FROM BLOCK 9
ALL THAT PORTION OF LOT 12, BLOCK 9, OF SAID PLAT OF "SOUTH ALLAPATTAH GARDENS", LYING WITHIN THAT EXTERNAL AREA FORMED BY A 15.00 FEET RADIUS CURVE, CONCA VE TO THE SOUTHWEST, TANGENT THE NORTH LINE OF SAID LOT 12 AND TANGENT TO THE EAST LINE OF SAID LOT 12.
BLOCK 10:
PARCEL 5:	FOLIO	30-6030-001-0240
-5	5-
LOTS 1 THROUGH 6, INCLUSIVE, BLOCK 10, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PARCEL 6: FOLIO	30-6030-001-0250
LOT 7,	BLOCK 10, SOUTH ALLAPATTAH	GARDENS,	ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, _PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
A	B	C
I	I	I	

CAMPO BELLO PHASE ONE - FILL CAP	
#£01 ARMENTEROS & FERNANDEZ1 INC.
1950 N.W. 94th AVENUE, 2nd FLOOR
DORAL, FLORIDA 33172
PH. (305) 477-6472
Ff.Y.. (305) 470-2805	ffi<rffiUEl:r:	SKETCH AND LEGAL DESCRIPTION	
	!imHJ.IE:	LEGAL DESCRIPTION TO ACCOMPANY SKETCH	
	Plm'ARDl FIi!:	LENNAR HOMES, LLC	
	DRAlll BY: R.RODRIGUEZ	DA'IE!  JUNE 17th, 2019	51£ET:
4
Cf" 13 SHEETS	
	D'Mlll£Il<EDBY:	SCALE:	N/A		
	D£OOD BY:	PRo.E:T Ha: 16-066-1004		

-

A	B

PARCEL 7: FOLIO	30-6030-001-0260
LOT 8, BLOCK 10, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PARCEL 8: FOLIO	30-6030-001-0290
LOTS 13 THROUGH 24, INCLUSIVE, BLOCK 10, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE
-, COUNTY, FLORIDA.	,-
PARCEL 19: FOLIO 30-6030-001-0280
LOTS 10, 11 AND 12, BLOCK 10, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PARCEL 27: FOLIO	30-6030-001-0270
LOT 9, BLOCK 10, SOUTH ALLAPATTAH GARDENS,	ACCORDING TO THE PLAT THEREOF,
-	RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
2
LESS FROM BLOCK 10 PROPOSED R/W DEDICATION:
ALL THAT PORTION OF LOTS 23 AND 24, BLOCK 10, OF "SOUTH ALLAPATTAH GARDENS", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, AT PAGE 20, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, LYING NORTHWESTERLY OF A LINE 45.00 FEET SOUTHEASTERLY OF AND PARALLEL WITH THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF HOMESTEAD EXTENSION OF FLORIDA'S TURNPIKE - STATE ROAD NO. 821 - AS PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP SECTION 87005-2304 - SHEET 11 OF 15, IN THE NORTHEAST 1/ 4 OF SECTION 30, TOWNSHIP 56 SOUTH, RANGE 40 EAST, MIAMI-DADE COUNTY, FLORIDA.
3-
AND LESS FROM BLOCK 10
ALL THAT PORTION OF SAID LOT 23, LYING WITHIN THAT EXTERNAL AREA FORMED BY A 25.00 FEET RADIUS CURVE, CONCAVE TO THE SOUTHEAST, TANGENT TO A LINE 45.00 FEET SOUTHEASTERLY OF AND PARALLEL WITH THE SAID SOUTHEASTERLY RIGHT-OF-WAY LINE OF HOMESTEAD EXTENSION OF FLORIDA'S TURNPIKE - STATE ROAD NO. 821, AND TO THE WEST LINE OF SAID LOT 23 AND THAT PORTION OF SAID LOT 24, LYING WITHIN THAT EXTERNAL AREA FORMED BY A 65.00 FEET RADIUS CURVE, CONCAVE TO THE SOUTHEAST, TANGENT TO A LINE 45.00 FEET SOUTHEASTERLY OF AND PARALLEL WITH THE SAID SOUTHEASTERLY RIGHT-OF-WAY LINE OF HOMESTEAD EXTENSION OF FLORIDA'S TURNPIKE - STATE ROAD NO. 821, AND TANGENT TO THE NORTH LINE OF SAID LOT 24.
BLOCK 15:
PARCEL 11: FOLIO 30-6030-001-0470
THAT PART OF LOTS 2 THROUGH 4, INCLUSIVE, AND ALL OF LOTS 5 AND 6, BLOCK 15, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, THAT LIES SOUTHERLY OF THE SOUTHERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF STATE ROAD NO. 821, THE HOMESTEAD EXTENSION TO FLORIDA'S TURNPIKE (PROJECT NO. 87005-2304), THE ABOVE MENTIONED LIMITED ACCESS RIGHT-OF-WAY LINE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

15

-5 BEGIN AT THE NORTHEAST CORNER OF SAID LOT 2 OF BLOCK 15; THENCE RUN S 42" 13 -
35" W, ALONG SAID LIMITED ACCESS RIGHT-OF-WAY LINE FOR A DISTANCE OF 405.10 FEET MORE OR LESS, TO A POINT ON THE WEST LINE OF SAID BLOCK 15, SAID POINT LYING 269.86 FEET NORTH OF THE SOUTHWEST CORNER OF SAID BLOCK 15.
PARCEL 12: FOLIO 30-6030-001-0480
LOT 7, BLOCK 15, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.

A	B	C
I	I	I
CAMPO BELLO PHASE ONE - FILL CAP
Tll'E<f"PRUEUT:  SKETCH AND LEGAL DESCRIPTION	\ ..

RD1 ARMENTEROS & FERNANDEZ1 INC.
1950 N.W. 94th AVENUE, 2nd FLOOR DORAL, FLORIDA 33172
PH. {305) 477-6472
FAX {305) 470-2805

m:rH>,IE:	LEGAL DESCRIPTION TO ACCOMPANY SKETCH ' P!m'w mt  LENNAR HOMES LLC	" DAAIII BY: R.RODRIGUEZ  DAlE:  JUNE 17th, 2019 sim:

1

5

l>Ml.ommll'l\	SCA1.E:	NIA
omm 11'1\	PRo.ECT No: 16-066-1004	Cf" 13 SHEETS

A	B	C

PARCEL 13: FOLIO	30-6030-001-0481
LOT 8, BLOCK 15, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PARCEL 14: FOLIO 30-6030-001-0490
-1 LOTS 9 AND 10, BLOCK 15, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, ,-RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PARCEL 15: FOLIO 30-6030-001-0500
THAT PART OF LOTS 11 THROUGH 24, INCLUSIVE, BLOCK 15, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, THAT LIES SOUTHERLY OF THE SOUTHERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF STATE ROAD NO. 821, THE HOMESTEAD EXTENSION TO FLORIDA'S TURNPIKE (PROJECT NO. 87005-2304), THE ABOVE MENTIONED LIMITED ACCESS RIGHT-OF-WAY LINE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
-2 BEGIN AT THE NORTHEAST CORNER OF SAID LOT 2 OF BLOCK 15; THENCE RUN S 42" 13' 2-
35" W, ALONG SAID LIMITED ACCESS RIGHT-OF-WAY LINE FOR A DISTANCE OF 405.10 FEET MORE OR _LESS, TO A POINT ON THE WEST LINE OF SAID BLOCK 15, SAID POINT LYING 269.86 FEET NORTH OF THE SOUTHWEST CORNER OF SAID BLOCK 15.
LESS FROM BLOCK 15 PROPOSED R/W DEDICATION:
ALL THAT PORTION OF LOTS 2, 3, 20 AND 21, BLOCK 15, OF "SOUTH ALLAPATTAH GARDENS•, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, AT PAGE 20, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, LYING SOUTHEASTERLY OF THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF HOMESTEAD EXTENSION OF FLORIDA"S TURNPIKE -

3

3

� STATE ROAD NO. 821 -	AS PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY _
MAP SECTION 87005-2304 - SHEET 11 OF 15, IN THE NORTHEAST 1/4 OF SECTION 30, TOWNSHIP 56 SOUTH, RANGE 40 EAST, MIAMI-DADE COUNTY, FLORIDA.
AND LESS FROM BLOCK 15:
ALL THAT PORTION OF LOTS 4, 5, 6, 16, 17, 18 AND 19, BLOCK 15, OF "SOUTH ALLAPATTAH GARDENS", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, AT PAGE 20, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, LYING NORTHWESTERLY OF A LINE
45.00  FEET  SOUTHEASTERLY  OF  AND  PARALLEL  WITH  THE  SAID  SOUTHEASTERLY
RIGHT-OF-WAY LINE OF HOMESTEAD EXTENSION OF FLORIDA'S TURNPIKE - STATE ROAD NO. 821.
AND LESS FROM BLOCK 15:
ALL THAT PORTION OF SAID LOT 4, LYING WITHIN THAT EXTERNAL AREA FORMED BY A 30.00 FEET RADIUS CURVE, CONCAVE TO THE SOUTHWEST, TANGENT TO A LINE 45.00 FEET SOUTHEASTERLY OF AND PARALLEL WITH THE SAID SOUTHEASTERLY RIGHT-OF-WAY LINE OF HOMESTEAD EXTENSION OF FLORIDA'S TURNPIKE - STATE ROAD NO. 821, AND TO THE EASTERLY LINE OF SAID LOT 4 AND THAT PORTION OF SAID LOTS 16 AND 17, LYING WITHIN THAT EXTERNAL •AREA FORMED BY A 65.00 FEET RADIUS CURVE, CONCA VE TO THE SOUTHEAST, TANGENT TO A LINE 45.00 FEET SOUTHEASTERLY OF AND PARALLEL WITH THE SAID SOUTHEASTERLY RIGHT-OF-WAY LINE OF HOMESTEAD EXTENSION OF FLORIDA'S TURNPIKE
- STATE ROAD NO. 821, AND TANGENT TO THE WESTERLY LINE OF SAID LOT 16.
-5	5-

LEGEND
C/L	- CEH1WE
D.O.T. - FLORIDA DEPARTMENT Cf lRANSPORTAllON
t.EAS. - MEASmED
P.B. - Pl.AT BOO< PG.	- PA(I
A	B	C
I	I	I
CAMPO BELLO PHASE ONE - FILL CAP	'
re:lTPWirr:  SKETCH AND LEGAL DESCRIPTION

RD, ARMENTEROS & FERNANDEZ, INC.
1950 N.W. 94th AVENUE, 2nd FLOOR DORAL, FLORIDA 33172
PH. (305) 477-6472
FAX (305) 470-2805

mrll/,IEJ	LEGAL DESCRIPTION TO ACCOMPANY SKETCH,,
PRE'>m>�	LENNAR HOMES, LLC

6

DRAWi BY: R.RODRIGUEZ	DATE:  JUNE 17th, 2019 sim:
D'Mlam<EDBY:	SC>J..£:	NIA
amEDBY:	PROET Ho: 16-066-1004	a:- 13 SHEETS

r!RAPIDC SCALE

�00

( IN FEET)
1 inch = BO' ft.

00
2

I
I
25.oo'
I
I
I	__J
I

A	
	
CAMPO BELLO PHASE ONE - FILL CAP	
RD ARMENTEROS & FERNANDEZ INC.
1	1
1950 N.W. 94th AVENUE, 2nd FLOOR DORAL, FLORIDA 33172
PH. (305) 477-6472
FAX (305) 470-2805	rn'Ea'A!Om:  SKETCH AND LEGAL DESCRIPTION	
	smNME	SKETCH TO ACCOMPANY LEGAL DESCRIPTION
Pl!fl'l,R£l) Fa!:	LENNAR HOMES, LLC
l  :	, 	7	
	DRAll BY	R.RODRIGUEZ	PAlE:  JUNE 17th 2019	Sl£ET:	
	!>'Ml. am:m BY:
am:EDBY:	SCJALE:	AS SHOWN
PRo.ET No: 16-066-1004	

CX' 13 SHEETS	

GRAPHIC SCALE
�,·
{ IN FEET )
1 inch = BO' ft.

1--	8-	S.W. 250th STREer--	�
00	�	N89'09'51"E 234.31	'-"
R=25.oo'�	I	R=25.oo'
IF89'32'29• ..,.	A=90'28'J1•
_	A-39.01�	9	A•39.48'
I	§"'
2.	-1-·.·. -.	-	-
I
-1-· --�--
I
I�.	'	g	I
It�Z fa	�	11.!   §	:i§l
�1.----§--\	;	.,i8'1
§	l�s	§	�ol
en

NNid	I
1--:-----'	���,-� °:
c"t'O<(IO	....	l
..I 0... C'-l	I-	-r-,
§	a. =1�ctj	9	•-•
.	...:..,..----	<(S·----'---'	1_
a, -�S�j
  s	
§"'	I
I
C,	I
§
I
I
I 30.oo' 		I
A=90'36i26■ (")
R=25.oo'	;::
A-39�53'	9

� S.W. 252nd STREET	
	
CAMPO BELLO PHASE ONE - FILL CAP	
RD1 ARMENTEROS &FERNANDEZ1INC.
1950 N.W. 94th AVENUE, 2nd FLOOR DORAL, FLORIDA 33172
PH. (305) 477-6472
FAX (305) 470-280�	T1l'E a' A!O.E:T:  SKETCH AND LEGAL DESCRIPTION	
	mr� 	SKETCH TO ACCOMPANY LEGAL DESCRIPTION
Pm'lml mt	LENNAR HOMES, LLC	
	DRA.i BY: R.RODRIGUEZ
DIIG. Q£D(ED BY:
Q£D(ED BY:	DATE:  JUNE 17th, 2019
SCALE:	AS SHOWN
PRO.ECT Na: 16-066-1004	stm:
8
If' 13 SHEETS	

GRAPIDC SCALE
�o

=

( IN FEET)
1 inch	BO' fl

0 "<I'" I
co
I.()
QI
wgj
Q
-2z:o

mo

CF
:,w
U) l/l
I- LL.
oo
Zz
0
F
0::::
0
0...

b=90"36'26\.,
R=25.oo' ;:
A=39.53' :l

A

CAMPO BELLO PHASE ONE - FILL CAP

1950 N.W. 94th AVENUE1 2nd FLOOR DORAL, FLORIDA 33172
PH. (305) 477-6472
FAX (305) 470-2805

1

1

RD ARMENTEROS & FERNANDEZ INC.

l'ff'Ea'A«lE:T:  SKETCH AND LEGAL DESCRIPTION
smlll,WE:	SKETCH TO ACCOMPANY LEGAL DESCRIPrlON

DRAlll BY: R.RODRIGUEZ
D'Ml. 0£00D ll'f.
Q£lm IIY1

DA'IE: JUNE 17th, 2019 SCALE:	AS SHOWN PRo.ECT No: 16-066-1004

Sfm:

9
Cf' 13 SHEETS

1

l'llfll>m> FOO:	LENNAR HOMES LLC

40, GRAPIIlC SCALt,

IN FEET
1 inch = BO'  fl	N.E. CORNER Of
NOT SUBDIVIDED	��- ��-40
PORTION OF SECTION 19-56-40
c:---	 NORlH LINE Of lHE
1 �-E._24Of SEC. 30--56-4-0	---�]'::::]
-  �	�AI-IAL::::-\	J· -	-
L	�	�
�	�
�	I
I..oo·
I
I
I
I
I
I
1D-::·�
1::,�	0,q-
'O	i
c.o
10	I.()
c'
I	��
I�	:-::zo
CF
Q2()
I�	::,w
I	II) tr)
I- LL
co
Zz
I  •	0
1��	F
0::::
0
.
I  ;
I
I
I	I
I	-1-.	M
"'	g
t,_iJ	I_
1,,,00'
.b=90"28'31· !	b=89"30'29•
I	R=25.00'	,_J	I	g  A=39.05'
.  0	;::: R=25.oo'
A-39.48'
IL_	•	N89"09 51	219.41	8
�	S.W. 250th STREET	gj	
	
CAMPO BELLO PHASE ONE - FILL CAP	

ORDI ARMENTEROS & FERNANDEZ.I INC, 1950 N.W. 94th AVENUE, 2nd FLOOR DORAL, FLORIDA 33172
PH. (305) 477-6472	.
FAX (305) 470-2805	mwPROm:  SKETCH AND LEGAL DESCRIPTION	
	91ETIWE:	SKETCH TO ACCOMPANY LEGAL DESCRIPTION
PfiE'AR£D FIi!:	LENNAR HOMES, LLC	
	DRAWi BY: R.RODRIGUEZ
m amm BY: amIDBY:	DAlE:  JUNE 17th, 2019
SCALE:	AS SHOWN
PRo.ECT No: 16-066-1004	9£ET:
10
<F 13 SHEETS	

�80		
	( IN FEET }		
	1 inch = BO' ft.		

	

L	S89'0951"W	210.65	8	I	

I	
	-	_s.w. �SOth �TREE]'	!! 		_		

A			
	
CAMPO BELLO PHA�J�.P�E�C;A�Dl��AL�!�IPTION	
RD1 ARMENTEROS & FERNANDEZ1INC.	smHl,IE:	SKETCH TO ACCOMPANY LEGAL DESCRIPTION	
1950 N.W. 94th AVENUE, 2nd FLOOR	PllEPAAEDm!:	LENNAR HOMES, LLC	
. 	\	11
DORAL, FLORIDA 33172	DRAlll BY: R.RODRIGUEZ	DAlEi  JUNE 17th, 2019  SIET:	
PH. (305) 477-6472	DIIC amm Bl	SCA1..E:	AS SHOWN
FAX (305) 470-2805	ammeY:	PRo.ECTHa: 16_066_1004	Cf" 13 S11EETS	

�f	 ':,
\\\,
" ·�

�80'

=

( ill FEET)
1 inch	BO' ft.

8  -5.W. 250th STREE�·	I
ga	N89'09'51"E	82.92'	�	I

I

A-49"03'5f  ""'
R-=65.00	�

��;rw	-

.	A=55.66'  g

;:: IF-807.130"
g	R•25.oo'
A=(JS.4-J'

c:,
IN
o.l-.,

f:l
.lo-.,

I
I-·...
I
,-.
_I_
I

IN
.lo-.,

..

I

�i

;;I
.c cc

I

0�

I

;�1

(D
.t.i,

;	Cl) I

I

I

I
I

25.00'

li-90"35'28" M

R�25.(!d. �
A=39.53'	..,

CAMPO BELLO PHASE ONE - FILL CAP
mc.-PROET:  SKETCH AND LEGAL DESCRIPTION	,.

F RD, ARMENTEROS & FERNANDEZ, INC.
1950 N.W. 94th AVENUE, 2nd FLOOR DORAL, FLORIDA 33172
PH. (305) 477-6472
FAX (305) 470-2805

smtlAIE:	SKETCH TO ACCOMPANY LEGAL DESCRIPTION
Pm>AREDFal:	LENNAR HOMES, LLC

12

DRAWi BY: R.RODRIGUEZ	DATE:  JUNE 17th, 2019  sim:
Dllll QED(Ell BY:	SC>J..E:	AS SHOWN

?n nf Fi�

�BY:	PRo.EIT Ho: 16-066-1004	<f' 13 SHEETS

2

C	
	
CAMPO BELLO PHASE ONE - FILL CAP	
RD, ARMENTEROS & FERNANDEZ, INC,
1950 N.W. 94th AVENUE, 2nd FLOOR DORAL, FLORIDA 33172
PH. (305) 477-6472
FAX (305) 470-2805	Ma'mm:  SKETCH AND LEGAL DESCRIPTION	
	m:rNJ.lm	SKETCH TO ACCOMPANY LEGAL DESCRIPTION
l'Rfl'AA£D Fa!:	LENNAR HOMES, LLC	
	DRAlll BY: R.RODRIGUEZ
� amm BY:	DAlE: JUNE 17th, 2019
5C.IJ.E:	AS SHOWN
PRO.ECT No: 16-066-1004	SIET:
13
a' 13 SHEm	

Summary of Contamination

MIAMI 6407811.1 72393/84384

Site Assessment Summary Diaz Farms, Phase 1
SW 256th Street and SW 107th Avenue Miami-Dade County, Florida
HWR-927/ File-N/A

The overall Site is located in the vicinity of SW 256th Street and SW 107th Avenue in Miami-Dade County and occupies approximately 44 acres. The overall Site and immediate surrounding area was formerly utilized for agricultural purposes since at least 1940 and is currently being redeveloped into a multi-family (townhomes) and single family residential community. Based on the historical agricultural use of the property, arsenic-impacted soil and groundwater have been documented and reported to the Miami Dade County Department of Environmental Resources Management (DERM). The source of arsenic has been attributed to the larger regional agricultural development and the legal application of pesticides and herbicides. The Property, described as the Phase 1 Closure Area which is located within the overall Site boundary, is comprised of approximately 21 acres, as shown on Exhibit 8, Figure 1.
Site assessment activities were conducted for the overall Site starting in June 2018 and concluding in 2019, which identified arsenic soil and groundwater contamination. Leachable soil arsenic concentrations were identified in one area of the Site, based on synthetic precipitation leaching procedure testing. Beta-BHC exceeded the leachability-based soil cleanup target level in a portion of the Site, but has not been identified in the groundwater above the groundwater cleanup target level.
Based on the Phase II Environmental Site Assessment Report dated August 2, 2018, and Contamination Assessment Report dated February 5, 2019, submitted by Ayden Environmental, soil consistently reported arsenic concentrations throughout the Site above the Residential Soil Cleanup Target Level of 2.1 mg/kg from the 0-6 inch and 6-24 inch intervals. Historical soil analytical results are summarized in Exhibit 8, Table 1 through Exhibit 8, Table 3 and shown on Exhibit 8, Figure 2 and Exhibit 8, Figure 3. Additional soil assessment activities in the northeastern portion of the Site were conducted by SGS Engineers as documented in the Soil Management Plan dated March 27, 2019. These sampling locations and results are provided in Exhibit 8, Table 4 and Exhibit 8, Figure 4.
Groundwater arsenic concentrations currently range from below detection limits to 80 micrograms per liter, as documented in the Groundwater Sampling Report dated March 20, 2019, submitted by SGS Engineers. Historical and recent groundwater analytical results are summarized in Exhibit 8, Table 5 through Exhibit 8, Table 7 and shown on Exhibit 8, Figure 5.
The Soil Management Plan dated March 27, 2019, submitted by SGS Engineers indicated that an engineering control consisting of a two foot soil cap of imported clean-fill material will be implemented on the Site.

To monitor groundwater conditions, a Monitoring Only Plan in support of No Further Action with Conditions was submitted to DERM on April 16, 2019, and was approved with conditions on June 14, 2019. The approximate locations of the former and existing monitoring wells are shown on Exhibit 8, Figure 5. The groundwater impacts at the Site will be managed through a No Further Action with Conditions closure pursuant to Section 24-44 (2)(k)(ii), code of Miami-Dade County, via the implementation of institutional controls consisting of groundwater restrictions, if it is demonstrated via pending groundwater assessment and monitoring that the No Further Action with Conditions, criteria are met. If the No Further Action with Conditions criteria are not met, then groundwater remediation will be required.

Figures

Exhibit B - Historical Site Assessment
Diaz Farms - Phase 1

www.scsenqineers.com

T H	T	--.,

4

ATr

"' t..-

--

11

/

/	ii
/	I	IJ
V

:I, ".:'1'
V--��-: �
�
"'//
V

I

!it

""/
;j

□
t-
.

'""
,r,_-,

'•'"'
,lij

�
iil
0
0
gi
(lJ
.c.
0..

e!
::i
iI
�
LL

u.J

t-

.,,
1,
---
"
11---1	f I 11·--+--·IIIJ,,,
itt

SITE	EXHIBIT 8, FIGURE
Phase 1 Closure SW 256th Street & SW 1
Miami-Dade County,	
/\./ LAYOUT		
	SCS  ENGINEERS	0	150	300	N
A	
		--1.........	lFeet		
	Miami, FL	June 2019			

 H	T

Gri�742 Arsenic LJ
0-6,Jn 6.8

Grid-1 Arsenic 0-6 in 4.1
6-24 in 6.8

6--24-in-2-.7	--·

Grid-11 Arsenic 0-6 in 5,5
6-24 in 3.9

Grid-2 Arsenic 0-6 in 9.1
6-24 in 6.4

l

I

l

I Grid-15 Arsenic o-6 in 6.9
16-24 in 4.1
i
i

Grid-14 Arsenic 0-6 in 8.8
6-24 in 2.2

Grid-10 Arsenic 0-6 in 6.8
6-24 in 2.2

Grid-9 Arsenic 0-6 in 9.0
6-24 in 2.5

Grid-3 Arsenic 0-6 in 6,3
6-24 in 4.1

Grid-4 Arsenic 0-6 in 7.0
6-24 in 3.8

0

j Grid-16 Arsenic

l

; 0-6 in 3.8
6-24 in 3.5
j

c:::l	1-

�

Grid-17 Arsenic 0-6 in 5.2
6-24 in 4.2

Grid-8 Arsenic 0-6 in 8.3
6-24 in 3.9

t 'Grid-5 Arsenic
.:.�-6 in 6.8
�_,_6-24 in 2.6
�'1

E
0u

Ill
'6
(/)

C..)

·c::
�
:f

IN

ul	-	7: Gri�-18 Arsenic

0-6 m f o

Grid-19 Arsenic 0-6 in 3.1
6-24 in 4.9	

Grid-20 Arsenic 0-6 in 5.1
6-24 in 5.8	

Grid-21 Arsenic 0-6 in 4.9
6-24 in 3,9	

Grid-22 Arsenic 0-6 in 4.4
6-24 in 3.9	
	--...·--··""--··--·-	

L1 Jt";,[_

Grid-7 Arsenic	Grid-6 Arsenic 0-6 in 7.8	0-6 in 7.3

_,..•6•--24.in-4•.3--••6•-2•4•in_4_.6	_.

�
�
'§
�ca
§
iT
t;l

..,	 •'

�i	4
hl /v·���os1rE /' /�3�iE1�\?iE �	�6������1rE	EXHIBIT B, FIGURE 2
�	Historical Soil Sampling Summary - Composite

�

&	SW 256th Street & SW 107th Avenue
(9	Miami-Dade County, FL
�

c

N

CL

E

(1)
g::J Notes: units are in milligrams per kilogram (mg/kg)

SCS	ENGINEERS
Miami, FL	June 2019

0	150	300

A

---�-	JFeet

H	T
Arsenic
85
in	8. 9

DU-L	Arsenic
0-6 in	38
6-24 in	8. 6

DU-J
0-6 in
6-24 in

0-6 in
6-24 in
I
r! 	
1	DU-D
0-6 in
j	t 6-24 in
Arsenic	DU-E	Arsenic
4. 6	0-6 in	5. 7
in	5. 5	6-24 in	5 .2

,--- DU-E	Arsenic
0-6 in	5 .1
I   6-24 in	5. 7
0
.	·,

0-6 in
6-24 in

i	1
.,, ,,DEc1s1ON	A /sNuosTJPEACRTT o TFE	,..� oVERALLSITE	EXHIBIT B, FIGURE 3
,'  •' UNIT	/	8 1	r Y-  BOUNDARY
Historical Soil Sampling Summary - ISM
SW 256th Street & SW 107th Avenue Miami-Dade County, FL	
	SCS 	ENGINEERS	
0	
150	
300	N
A	
				--1Feet		
	Miami, FL	June 2019					
Notes: units are in milligrams per kilogram (mg/kg).						

'O

s

�
CD
2
f:!l
(.)
'E
QJ
�
tlJ
·5
(/)
(.)
'C:
.9
.!!!
:r:

(')

l
t3
w
�
fu
§
:S

a.

(ll
c

E

QJ
g
n

'-------'---'--���
'-------'-'---'----'-�---'1 b

.  �-'-----'----'---'-...:..:...:...--lt

Well IDl�l�I SPLP As SB3-N3012/15/2019I 10.2 �	

Well IDl�l�I SPLP As SB3-N20 I 2/15/20191 11.1 _I_l_O 

Well IDI  Date I As I SPLP As SB4-N3012/15/201919.11_6 6 

Well ID I  Date I As I SPLP As SB4-N2012/15/2019110.7 �	

Well IOI  Date  I  As	I SPLP As•  Well IDl�l�I SPLP As
:························�12/22/20191�1-9 5 	SB-7  12/22/20191 9.5 I l.2 
ell IDl�l�I SPLP As •	(!)	(!)	.--------------
SB-1  I 2/22/20191 3  I 5. 6

Well IDl�l�I SPLP As 5B2-E3012/15/2019J 15.4 1-9-.-7--

4T	

Well IOI  Date I As I SPLP As SB-2 I 2/22/2019I 	l_l._3 

�l�l�ISPLP As
, s_B-_3c l:_2..:.../2..:...2:.:./.::2..:...01..:...9..:.l_7:....:·.::3 .!. J-=l.-=4_  J■

;	s:=! ID:�:�:-�-!_L_P_As_
•··•••••••••••••••••••••••

.

••••••••••••••••

ell  IDI 	Date I As I SPLP As 5B1-S1012/15/20191g"T l-8-.-6--

Well IDI  Date J As  I SPLP As 5B1-54012/22/2019 I 8T  ,-3-0--

1
�
11--------I,,--,-;.	;;...-"'--

Notes:

�
§
.:'.

Legend

Soil Boring Locations Decision Unit M Stockpile Location

mg/kg = milligrams per kilogram mg/L = milligrams per liter
µg/L = micrograms per Liter
Gr?undwater Cleanup Target Levels (GCTLs) are specified in Table I of Chapter 24, Code of Miami-Dade County. Soll Cleanup Target Levels are specified in Table II of Chapter 24, Code of Miami-Dade County.
BOLDED concentration exceeds the applicable residential soil cleanup target level and/or GCTL. BOLDED ITALICIZED concentration exceeds the applicable commericial/industrial soil cleanup target level SPLP = Soil precipitation leaching procedure
TCLP = Toxicity Characteristic Leaching Procedure Arsenic (As) concentrations are reported in mg/kg.

EXHIBIT 8, FIGURE 4
Soil Summary DU-M Area SW 256th Street & 107th Avenue
Miami-Dade County, FL
SCS  ENGINEERS

SPLP As concentrations are reported in ug/L.	0	1 0	20	A
TCLP As concentrations are reported in mg/L.	28  Of 53 	..J...._  :_:M::..::ia::.:m.:.:.i,�F....:L:.... j  _.::J�un'..!.'.e:..2=:0:..:1�9'... L 	F_e_e_t_  : f!\�

Date

TMW-7	I
 I Arsenic

'"--1

I	TMW-10	I

I	TMW-41	I

2/14/2019 I 0. 54  I I
5/7/2019 I 0.96 I I

TMW-11	I
Date	I Arsenic

,....fDate	I Arsenic,! 12/14/20191�1
I	TMW-8	
IDate	I Arsenic 12/14/2019 I 4. 0

I	MW-1	

IDate	I Arsenic 12/15/201917i":53r

TMW-12

Date	I Arsenic 2/14/20191 43.4

2/15/2019 l_l l 

I	TMW-39	I
!Date	I Arsenic 12/15/20191�

15/7/2019 I_ 4. 3		Date	I Arsenic,! 112;11120101 1.1  u  I

TMW-38

..

Date	I Arsenic 2/14/20191�

T

2/18/20191  80.3	8	'.,I
5/6/2019 I 76.5

r	TMW-9

I	TMW-40	
!Date	 I Arsenic

  J�lli	11 r7  V

.

--	,/  /

��i:/2019: ���n�c
	5/9/2019 I 5. 4	

12/15/2019 I 0. 51  I 

	!.....		(JI( rV	�

TMW-43	I

IS/ 6/2019 I 1. 3

TMW-42

h'\
,J	\�:,
\.

II-..IL�...L�.I --..._,,,

'

�

  .....---t.Date	I Arsenic
_..,,,,,,--	pn12019 1-1-.-6--
	TMW-13	

Date	I  ArsenicL....-..
 2/15/20191 1.4	

TMW-15

).,,.,	..	�

•17

---'Date	I Arsenic 12/15/20191_3 0 

Date	I Arsenic 2/18/20191 0.76 I

I.-----TMW----1-8---,1		MW-2	

!Date	I Arsenic	' o- .-,•, •, i	_

------iDate  •

•1 - Arsenic

--

12;20;20191 4.5	·1	�':'- -��	ra.	•�	•1----------.1::::_� ,-.-�	121n120101  1.1u

I	TMW-17	IL_ 

fp 	 ,,.. "'

,,	TMW-19

!Date	I Arsenic

,	ffe .--

'-I

l,�U----t---"1l H---+---V'l._,u.-,

---	Date

lI_Al rsenic

12/18/2019 I�	
I	MW-4

1/" //

u---+	1

..

-.. .....

,..

2/14/2019	l 
TMW-21
Date	I Arsenic

�·	

!Date	I Arsenic 112/17/20181�

f	TMW-20	�	
IDate	I Arsenic
12/1�/2019 lo.661
�	TMW-24

�,..,..	,11i
(	/
/,/	V
,,.,,	/
/

:,	2/15/2019 I 1. 3

TMW-25	
Date	I Arsenic	
2/14/2019 I-1-.2--	

�
-

I"	I	 TMW-26	
'

Date

 I Arsenic

�	------'Date	I Arsenic

12/15/2019 I 8. 4	/
5/9/2019 I 3. 5	/
/
	TMW-23		V"

�:-Ar_4 :_e_n_i_�- -

-

1:::1.
�

llllr----_

----

;-,-.. 

•7	2/19/2019 I-1-.1--

TMW-28	I

, II,".'
, 11	Date	I Arsenic!
7	12/19/20191 1.2	I
5/8/2019 I 1.2	I

TMW-22

,--7
,11	11-i-/--,,,,c_llJl--+--""1

' "'

i--. 	I	TMW-27	I
1	------foate	I Arsenic

!Date	I Arsenic	A.---�r  --•

\	2/20/20191_2 9

2/15/20191_1 6		•	l----,/M----11:.lt---+---r

Date

TMWI-3Ao rsenic

t--"

r.

-

-

1v��������

\

,

Ii	111,	\

\	..
\

2/20/2019 IG.68I	./	�
r
	MW-5		r

I	TMW-31	I
Date	I Arsenic,! 12/20/20191�1

<n
:f
I{)
[I:!
::,

Date

 I Arsenic

�
-:'
' r1

I	TMW-29	I
Date	I Arsenic,! 12/19/20191_3 4 	1

rr::

Date	I Arsenic 2/20/2019 I�	
(
	TMW-36	
 Date	I Arsenic	 2/19/2019 I O.50 U
5/8/2019 I o.50 u	...

I	TMW-37	

')

I	TMW-35	I

I	MW-3	I
Date	I�
112/17 /201B I 7 .1 0  I

I	TMW-32	I

!Date	I Arsenic	

!Date

 I Arsenic!

!Date

 I Arsenic!

12/20/2019 I O. 71 I I
5/8/2019 I O. 86 I

I	MW-6	I
!Date	I Arsenic 112/17/20181�

12/20/2019 I o. 57 I I
15/8/2019 I 1. 0	I
I	TMW-33	I
--iDate	I Arsenic,f 12/15/20191o-:-sou1

12120120191 1. 2	I
IS/8/2019 I O. 73 I I

�w�	ca,  MONITORING /V	SITE	'✓ NOT PART OF	.A.  � OVERALL SITE
.:]	WELL	LAYOUT /	SUBJECT SITE  r 'Y	BOUNDARY
0
8: Notes: µg/L == Micrograms per Liter
!Q GCTLs == Groundwater Cleanup Target Levels specified in Table I of Chapter 24, Code of
� Miami-Dade County.
� SOLDEO concentration exceeds the applicable GCTL.
:lij U == The compound was analyzed for but not detected above the laboratory method
o.. detection limit (MDL).

Exhibit J3,,FJGLJ,RE;5
Historical Grot\nchrv�,t�r $tJtymary SW 256th Street &;��W,�lp7:th.Avenue
Miami-Dade CoUhfy, FL

A

N

� I== The reported value is between the laboratory MDL and the laboratory practical
� quantltation limit (PQL).

SCS	ENGINEERS

?Q	nf _i::;1

og Arsenic concentrations are reported in ug/L.	 	M jam j, FL	 	June 2019	

..,_	_,

......

0	150	300

	,Feet
.

Tables

Exhibit B - Historical Site Assessment
Diaz Farms - Phase 1

www .scsengineers.com

Exhibit B, Table 1: Soil Analytical Results - Composite - Arsenic
Diaz Farms Facility Miami-Dade County, FL

Sample	
Date	Total Arsenic	SPLP Arsenic	
Depth (bis)		0-6 in	6-24 in	0-6 in	6-24 in	
Units		mg/kg	ug/L	
Grid-1	6/22/2018	4.1	6.8	5.2	8.3	
Grid-2	6/22/2018	9.1	6.4	4.8	9.4	
Grid-3	6/22/2018	6.3	4.1	6.7	7.6	
Grid-4	6/22/2018	7	3.8	7.3	5.8	
Grid-5	6/22/2018	6.8	2.6	7.8	7.8	
Grid-6	6/22/2018	7.3	4.6	8.6	5.8	
Grid-7	6/22/2018	7.8	4.3	7.9	5.1	
Grid-8	6/22/2018	8.3	3.9	6	5.6	
Grid-9	6/22/2018	9	2.5	8.3	6.5	
Grid-10	6/22/2018	6.8	2.2	5.4	4.8	
Grid-11	6/22/2018	5.5	3.9	7.3	3.7	
Grid-12	6/22/2018	6.8	2.7	5.3	4.2	
Grid-13	6/22/2018	7.2	2.4	5.6	4	
Grid-14	6/22/2018	8.8	2.2	8.2	3.5	
Grid-15	6/22/2018	6.9	4.1	7.8	3	
Grid-16	6/22/2018	3.8	3.5	4.6'	3.4	
Grid-17	6/22/2018	5.2	4.2	4	3.7	
Grid-18	6/22/2018	4.0	6.0	3.9	3.9	
Grid-19	6/22/2018	3.1	4.9	3.8	7.4	
Grid-20	6/22/2018	5.1	5.8	4.5	4.9	
Grid-21	6/22/2018	4.9	3.9	5.5	3.8	
Grid-22	6/22/2018	4.4	3.9	4	3.7	
Direct Exposure Residential	2.1	--	
Direct Exposure Commercial/Industrial	12	--	
Miami-Dade Background MVUE*	7.0	5.0	--	
Groundwater Cleanup Target Level	--	10	

Notes:
Soil Cleanup Target Level (SCTL) as defined in Chapter 24 of the Code of Miami-Dade County.
*Minimum-variance unbiased estimator (MVUE) values are from the 2014 Miami-Dade County Anthropogenic Background Study
ug/L = micrograms per Liter; mg/kg= milligrams per kilogram
Bolded concentrations exceed the applicable cleanup target level and/or background MVUE. bis = below land surface
SPLP = Synthetic Precipitation Leaching Procedure
-- = Not applicable in= inches

Exhibit 8, Table 2: Soil Analytical Results - Composite - Pesticides/Herbicides
Diaz Farms Facility Miami-Dade County, FL

	Units	Residential SCTL	Leachability based on Groundwater Criteria CTL	
1A-11A	
12A-22A	
18-118	
128-228	
		Date	6/22/2018	6/22/2018	6/22/2018	6/22/2018	
8081 Organochlorine Pesticides	
4,4-DDD	mg/kg	4.2	5.8	0.00079 U, Y	0. 00078 U, Y	0.00075 U, Y	0.0013 I,Y	
4,4-DDT	mo/kg	2.9	11	.0.0013 U, Y	0.0013 U,Y	0.0013 U,Y	0.082 Y	
Remaining Analvtes	mo/ko	Various	Various	BDL	BDL	BDL	BDL	
8141A Organophosphorus Pesticides	
Targeted Analytes	mo/kg	Various	Various	BDL	BDL	BDL	BDL	
8151A Herbicides	
Targeted Analytes	mg/kq	Various	Various	BDL	BDL	BDL	BDL	

Notes:
mg/kg - milligrams per kilogram SCTL - Soil Cleanup Target Level
I - The reported value is between the laboratory method detection limit (MDL) and the laboratory practical quantitation limit (PQL). U - Compound was analyzed for but not detected
BDL - Below laboratory method detection limits Y - Improper Preservation

Exhibit B, Table 3: Soil Analytical Results - ISM
Diaz Farms Facility Miami-Dade County, FL

0-6 inches bis DU Soil Sample Results	
Analyte	Unit	Direct Exposure Residential SCTL	Direct Exposure Commercial SCTL	Miami-Dade Anthropogenic Background MVUE•	Leachability based on Groundwater Criteria CTL	Groundwater Cleanup Target Level	A-A	B-A	C-A	D-A	E-A	F-A	G-A	H-A	1-A	J-A	K-A	L-A	M-A	O-A	P-A	
							12/18/18	12118/18	12/18/18	12/18/18	12/18118	12119/18	12/19/18	12/19/18	12119/18	12/19/18	12/19/18	12/19/18	12/18118	12/18/18	12/18118	
Arsenic	mglKg	2.1	12.0	7.0	--	-	3.3	6.1	4.6	5.1	5.1	5.7	5.6	5,3	10	9.4	20	38	85	4.7	4.9	
Arsenic SPLP	mgfL	-	-	-		0.01	ND	0.0050	0.0061	0.0053	ND	0.0059	0.0082	0.0051	0.0070	0.0077	0.0090	0.042	0.14	0.0076	ND	
4,4'-DDD	ug/Kg	4200	22000	-	5800	-	ND	ND	6.0	ND	ND	ND	ND	ND	5.5	ND	ND	10	ND	ND	ND	
4,4'-DDE	ug/Kg	2900	15000	-	18000	-	ND	ND	ND	ND	ND	ND	ND	ND	9.4	5.9	10	5.8	4.9	ND	ND	
4,4'-DDT	ug/Kg	2900	15000	-	11000	-	ND	ND	19	ND	ND	1.4	ND	1.2	ND	15	20	110	7.3	ND	ND	
alpha-BHC	ug/Kg	100	600	--	0.3	-	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	
beta-BHC	ug/Kg	500	2400		1.0	-	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	
Dieldrin	ug/Kg	60	300	-	2.0	--	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	
Endosulfan sulfate	uglKg	450000	7600000	-	3800		ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	1.9	ND	ND	ND	
Heptachlor epoxide	ug/Kg	100	500	-	600	-	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	
6-24 inches bis DU Soil Sample Results	
Analyte	Unit	Direct Exposure Residential
SCTL	Direct Exposure Commercial
SCTL	Miami-Dade Anthropogenic Background
MVUE*	Leachability based on Groundwater
Criteria CTL	Groundwater Cleanup Target Level	A-B	B-8	C-8	D-8	E-B	F-B	G-8	H-B	I-B	J-8	K-8	L-B	M-B	0-8	P-8	
Arsenic	mg/Kg	2.1	12.0	5.0	--	-	3.5	5.8	5,5	4.8	5.7	5.2	5.1	5.4	6.2	9.1	6.0	B.6	8.9 "-	4.5	5.4	
Arsenic SPLP	mg/L	-	-	-	-	0.01
-	ND	0.0055	0.0063	ND	0.0086	0.0062	0,0053	0.0049	0.0047	0.0062	ND	0.0063	0.0051	0.0058	0.0081	
4,4'-DDD	ug/Kg	4200	22000	-	5800		ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	
4,4'-DDE	ug/Kg	2900	15000	-	18000	-	ND	ND	ND	ND	ND	ND	ND	ND	2.6	4.5	1.5	6.7	17	ND	ND	
4,4'-DDT	ug/Kg	2900	15000	-	11000	-	ND	ND	ND	ND	ND	ND	ND	ND	2.4	5.9	1.7	5,2	15	ND	ND	
alpha-BHC	ug/Kg	100	600	-	0.3	-	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	
beta-BHC	ug/Kg	500	2400	-
-	1.0	-	ND	ND	ND	ND	ND	1.5...	12..	6.2••	ND	ND	ND	ND	ND	ND	ND	
Dieldrin	ug/Kg	60	300		2.0	-	1.1	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	
Endosulfan sulfate	ug/Kg	450000	7600000	--	3800	--	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	
Heptachlor epoxide	ug/Kg	100	500		600		ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	ND	1.4	5.3	ND	ND	

Notes:
SCTL = Soil Cleanup Target Level as defined In Chapter 24 of the Code of Miami-Dade County. ND= Compound analyzed for but not detected above laboratory method detection limit
I= value between laboratory method detection limit and practical quantitalion limit
*Minimum-variance unbiased estimator (MVUE) values are from the 2014 Miami-Dade County Anthropogenic Background Study µg/kg = micrograms per kilogram; mg/kg = milligrams per kilogram; mgfL = mllligrams per Liter
Bolded concentrations exceed the applicable cleanup target level and/or background MVUE. Bofded italicized concentrations with** exceed the leachabllity based on groundwater criteria. bis = below land surface
qu = Decision Unit
ISM= Incremental Sampling Method
SPLP = Synthetic Precipitation Leaching Procedure
- = Not applicable

Sample	Arsenic	SPLP Arsenic	TCLP Arsenic	
Location	Date	(mg/kg)	(ug/L)	(mg/L)	
SB-1 (stockpile)	2/22/2019	3,9	10	-	
SB-1 (0-611)	2/22/2019	3.0	5.6	-	
SB-2 (0-611)	2/22/2019	4.9	13	-	
SB-3 (0-611)	2/22/2019	7.3	14	-	
SB-4 (0-611)	2/22/2019	9,3	9.5	-	
SB-5 (0-611)	2/22/2019	4.5	4.3	-	
SB-6 (0-611)	2/22/2019	16.5	12	-	
SB-7 (0-6")	2/22/2019	9,5	12	-	
SB-8 (0-611)	2/22/2019	12.6	7.7	-	
SB-9 (0-6")	2/22/2019	15.2	8.7	-	
SB Center NW (0-6")	2/15/2019	11.4	-	0.071 U	
SB Center NE (0-611)	2/15/2019	7.1	-	0,071 U	
SB Center SE (0-6")	2/15/2019	4.3	-	0,071 U	
SB Center SW (0-6")	2/15/2019	10.6	-	0.071 U	
SB1-N10 (0-6")	2/15/2019	8.7	9.4	-	
SB1-N20 (0-611)	2/15/2019	6.5	6.7	-	
SB1-N30 (0-6")	2/15/2019	7.6	5.9	-	
SB2-N10 (0-611)	2/15/2019	6.6	8.7	-	
SB2-N20 (0-6")	2/15/2019	9.7	7.2	-	
SB2-N30 (0-611)	2/15/2019	10.1	6.6	-	
SB3-N1O (0-611)	2/15/2019	10.5	7.6	-	
SB3-N20 (0-611)	2/15/2019	11.1	10.0	-	
SB3-N30 (0-611)	2/15/2019	10.2	6.4	-	
SB4-N1O (0-611)	2/15/2019	12.9	7.9	-	
SB4-N20 (0-611)	2/15/2019	10.7	7.7	-	
SB4-N30 (0-611)	2/15/2019	9.1	6.6	-	
SB1-S10 (0-6")	2/15/2019	9.4	8,6	-	
SB1-S20 (0-611)	2/15/2019	5.8	7.9	-	
SB1-S30 (0-611)	2/15/2019	8.1	11.0	-	
SB1-S40 (0-6")	2/22/2019	8.7	30,0	-	
SB2-S10 (0-611)	2/15/2019	7.1	6.4	-	
SB2-S20 (0-6I')	2/15/2019	7.9	12.0	-	
SB2-S30 (0-611)	2/15/2019	5.9	14.0	-	
SB2-S40 (0-6")	2/22/2019	7.6	9.1	-	
SB3-S10 (0-611)	2/15/2019	7.3	7.0	-	
SB3-S20 (0-611)	2/15/2019	6.9	12.0	-	
SB3-S30 (0-6")	2/15/2019	7.2	12.0	-	
SB3-S40 (0-611)	2/22/2019	6	14.0	-	
SB4-S1O (0-6")	2/15/2019	5.4	12.0	-	
SB4-S20 (0-6")	2/15/2019	6.0	14.0	-	
SB4-S30 (0-6")	2/15/2019	6.3	16.0	-	
SB4-S40 (0-6")	2/22/2019	3.0	28.0	-	
SB1-E10 (0-611)	2/15/2019	13.1	10.0	--	
SB1-E20 (0-611)	2/15/2019	13.5	11.0	--	
SB1-E30 (0-611)	2/15/2019	13.1	14.0	--	
SB1-E40 (0-6")	2/22/2019	7.5	15.0	--	
SB2-E10 (0-611)	2/15/2019	8.6	8,8	-	
SB2-E20 (0-6")	2/15/2019	12.8	11.0	--	
SB2-E30 (0-611)	2/15/2019	15.4	9,7	-	
				
Direct Exposure Residential	2.1	-	-	
Direct Exposure Commercial/Industrial	12	-	-	
Miami-Dade Background MVUE	7.0			
Groundwater Cleanup Target Level	-	10	--	
TCLP Criteria	-	-	5000	

Notes:
mg/kg =milligrams/kilogram
µg/L =micrograms per Liter; mg/L =milligrams/Liter
Groundwater Cleanup Target Level (GCTL) are specified in Table I of Chapter 24, Code of Miami-Dade County. Soil Cleanup Target Levels are specified in Table II of Chapter 24, Code of Miami-Dade County.
BOLDED concentration exceeds the GCTL or background MVUE. SPLP = Soil precipitation leaching procedure
TCLP = Toxicity Characteristic Leaching Procedure
*Minimum-variance unbiased estimator (MVUE) values are from the 2014 Miami-Dade County Anthropogenic Background Study

Sample	
Arsenic	
Barium	
Cadmium	
Copper	
Lead	
Manganese	
Ammonia	
Nitrate	
Location	Date	(ug/L)	(ug/L)	'(ug/L)	(ug/L)	(ug/L)	(ug/L)	(mg/L)	(mg/L)	
MW-1	12/17/2018	7.1 U	-	-	-	-	-	0.035 U	0.06	
MW-2	12/17/2018	7.1 U	-	-	-	-	-	0.035 U	0.025 U	
MW-3	12/17/2018	7.1 U	-	-	-	-	-	0.035 U	0.23	
MW-4	12/17/2018	7.1 U	-	-	-	-	-	0,035 U	0.33	
MW-5	12/17/2018	7.1 U	-	-	-	-	-	0.035 U	0.21	
MW-6	12/17/2018	7.1 U	-	-	-	-	-	0.035 U	0.68	
TMW-7	2/14/2019	0,591	-	-	-	-	-	-	-	
TMW-8	2/14/2019	4.0	-	-	-	-	-	-	-	
TMW-9	2/14/2019	0.61	-	-	-	-	-	-	-	
TMW-10	2/14/2019	0.541	-	-	-	-	-	-	-	
TMW-11	2/15/2019	1.1	9.5	0.050 U	0.93 U	0.50 U	2.8	-	-	
TMW-12	2/14/2019	43.4	-	-	-	-	-	-	-	
	2/18/2019	80.3	-	-	-	-	-	-	-	
TMW-13	2/15/2019	3.0	11.7	0.050 U	2.8	0.50 U	3.2	-	-	
TMW-14	2/14/2019	3,7	-	-	-	-	-	-	-	
TMW-15	2/18/2019	0.761	-	-	-	-	-	-	-	
TMW-16	2/15/2019	5.4	12.9	0.050 U	0.93 U	0.50 U	9.2	-	-	
TMW-17	2/18/2019	2.7	-	--	-	-	-	-	-	
TMW-18	2/20/2019	4.5	-		-	-	-	-	-	
TMW-19	2/14/2019	1.1	16.1	0.050 U	1.3	0.50 U	8.1	-	-	
TMW-20	2/18/2019	0.66 I	-	-	-	-	-	-	-	
TMW-21	2/15/2019	1.3	12.7	0.050 U	16.7	0.50 U	1.6	-	-	
TMW-22	2/15/2019	1.6	17.0	0.050 U	2.2	0.50 U	7.2	-	-	
TMW-23	2/20/2019	4.8	-	-	-	-	-	-	-	
TMW-24	2/15/2019	8.4	10.0	0.050 U	0.93 U	0.50 U	4.9	-	-	
TMW-25	2/14/2019	1.2	-	-	-	-	-	-	-	
TMW-26	2/19/2019	1.1	-	-	-	-	-	-	-	
TMW-27	2/20/2019	2.9	-	-	-	-	-	-	-	
TMW-28	2/19/2019	1.2	-	-	-	-	-	-	-	
TMW-29	2/19/2019	3.4	12.4	0.050 U	0.93 U	0.50 U	17.6	-	-	
TMW-30	2/20/2019	0.68 I	-	-	-	-	-	-	-	
TMW-31	2/20/2019	2.0	-	-	-	-	-	-	-	
TMW-32	2/20/2019	1.2	-	-	-	-	-	-	-	
TMW-33	2/15/2019	0.5 U	12.6	0.050 U	1.2	0.50 U	2.3	-	-	
TMW-34	2/20/2019	0.91	-	-	-	-	-	-	-	
TMW-35	2/20/2019	0.571	-	-	-	-	-	-	-	
TMW-36	2/19/2019	0.5 U	9.8	0.050 U	0.93 U	0.50 U	5.3	-	-	
TMW-37	2/20/2019	0.711	-	-	-	-	-	-	-	
TMW-38	2/19/2019	0.551	14.5	0.050 U	0.93 U	0.50 U	4.1	-	-	
TMW-39	2/26/2019	38.1	-	-	-	-	-	-	-	
TMW-40	2/26/2019	0.511	-	-	-	-	-	-	-	
TMW-41	2/26/2019	0.531	-	-	-	-	-	-	-	
TMW-42	2/26/2019	1.4	-	-	-	-	-	-	-	
TMW-43	3/7/2017	1.6	-	-		-	-	-	-	
GCTLs	10	2000	5	1000	15	50	2.8	10	

Notes:
µg/L = Micrograms per Liter; mg/L = MIiiigrams per Liter
- = Parameter not analyzed for
GCTLs = Groundwater Cleanup Target Levels specified in Table I of Chapter 24, Code of Miami-Dade County. SOLOED concentration exceeds the applicable GCTL
U = The compound was analyzed for but not detected above the laboratory method detection limit (MDL). I= The reported value is between the laboratory MDL and the laboratory practical quantitatlon limit (POL).

Sample	4,4'-DDD	4,4'-DDE	4,4'-DDT	Aldrin	Chlordane (Technical)	Dieldrin	
Location	Date	(ug/L)	(ug/L)	(ug/L)	(ug/L)	(ug/L)	(ug/L)	
TMW-11	2/15/2019	0.0086 U 1p	0.0048 U 1p	0.0048 U 1p	0.0014 U 1p	0.17U 1p	0.0019 U 1p	
TMW-13	2/15/2019	0.0085 U 1p	0.0048 U 1p	0.0048 U 1p	0.0014 U 1p	0.17 U 1p	0.0019U 1p	
TMW-16	2/15/2019	0.0085 U 1p	0.0048 U 1p	0.0048 U 1p	0.0014 U 1p	0.17U 1p	0.0019 U 1p	
TMW-19	2/14/2019	0.0085 U	0.0048 U	0.0048 U	0.0014 U	0.17 U	0.0019 U	
TMW-21	2/15/2019	0.0085 U 1p	0.0048 U 1p	0.0048 U 1p	0.0014U 1p	0.17 U 1p	0.0019 U 1p	
TMW-22	2/15/2019	0.0085 U 1p	0.0048 U 1p	0.0048 U 1p	0.0014U 1p	0.17U 1p	0.0019 U 1p	
TMW-24	2/15/2019	0.0086 U 1p	0.0048 U 1p	0.0048 U 1p	0.0014U 1p	0.17U 1p	0.0019 U 1p	
TMW-29	2/19/2019	0.0086 U 1p	0.0048 U 1p	0.0048 U 1p	0.0014 U 1p	0.17U 1p	0.0019 U 1p, cu	
TMW-33	2/15/2019	0.0086 U 1p	0.0048 U 1p	0.0048 U 1p	0.0014 U 1p	0.17 U 1p	0.0019 U 1p	
TMW-36	2/19/2019	0.0090 U 1p	0.0051 U 1p	0.0051 U 1p	0.0015 U 1p	0.18U 1p	0.0020 U 1p, cu	
TMW-38	2/19/2019	0.0086 U 1p	0.0048 U 1p	0.0048 U 1p	0.0014 U 1p	0.17U1p	0.0019 U 1p, cu	
GCTLs	0.1	0.1	0.1	0.002	2	0.002	

Notes:
U = The compound was analyzed for but not detected above the laboratory method detection limit (MDL). I= The reported value is between the laboratory MDL and the laboratory practical quantitation limit (PQL).
- = Not Applicable/Not Available µg/L = micrograms per liter
GCTLs = Groundwater Cleanup Target Levels specified in Table I of Chapter 24, Code of Miami-Dade County. 1p = A matrix spike/matrix duplicate was not performed for this batch due to insufficient sample volume.
CU = the continuing calibration for this analyte is above laboratory acceptance limits. Analyte was not detected above the reporting limit in any of the associated samples. J(L1) = Estimated Value. Analyte recovery in the laboratory control sample (LCS) was above QC limits. Results for this analyte in associated samples may be biased high.
* = The CTL applies to endosulfan I, endosulfan II, and endosulfan sulfate added together.

Sample	Endosulfan I	Endosulfan II	Endosulfan sulfate	Endrin	Endrin aldehyde	Endrin ketone	
Location	Date	(ug/L)	(ug/L)	(ug/L)	(ug/L)	(ug/L)	(ug/L)	
TMW-11	2/15/2019	0.0049 U 1p	0.0038 U 1p	0.0060 U 1p	0.0041 U 1p	0.0035 U 1p	0.0048 U 1p	
TMW-13	2/15/2019	0.0049 U 1p	0.0038 U 1p	0.0059 U 1p	0.0041 U 1p	0.0034 U 1p	0.0048 U 1p	
TMW-16	2/15/2019	0.0049 U 1p	0.0038 U 1p	0.0059 U 1p	0.0041 U 1p	0.0034 U 1p	0.0048 U 1p	
TMW-19	2/14/2019	0.0049 U	0.0038 U	0.0060 U	0.0041 U	0.0035 U	0.0048 U	
TMW-21	2/15/2019	0.0049 U 1p	0.0038 U 1p	0.0059 U 1p	0.0041 U 1p	0.0034 U 1p	0.0048 U 1p	
TMW-22	2/15/2019	0.0049 U 1p	0.0038 U 1p	0.0059 U 1p	0.0041 U 1p	0.0034 U 1p	0.0048 U 1p	
TMW-24	2/15/2019	0.0049 U 1p	0.0038 U 1p	0.0060 U 1p	0.0041 U 1p	0.0035 U 1p	0.0048 U 1p	
TMW-29	2/19/2019	0.0049 U 1p	0.0039 U 1p	0.0060 U 1p, CU, J(L1)	0.0042 U 1p	0.0035 U 1p, J(L1)	0.0048 U 1p, J(L1)	
TMW-33	2/15/2019	0.0049 U 1p	0.0038 U 1p	0.0060 U 1p	0.0041 U 1p	0.0035 U 1p	0.0048 U 1p	
TMW-36	2/19/2019	0.0052 U 1p	0.0041 U 1p	0.0063 U 1p, CU, J(L1)	0.0044 U 1p	0.0037 U 1p, J(L1)	0.0051 U 1p,J(L1)	
TMW-38	2/19/2019	0.0049 U 1p	0.0039 U 1p	0.0060 U 1p, CU, J(L1)	0.0041 U 1p	0.0035 U 1p, J(L1)	0.0048 U 1p, J(L1)	
GCTLs	42*	2	--	--	

Notes:
U = The compound was analyzed for but not detected above the laboratory method detection limit (MDL). I = The reported value is between the laboratory MDL and the laboratory practical quantitation limit (PQL).
- = Not Applicable/Not Available µg/L = micrograms per liter
GCTLs = Groundwater Cleanup Target Levels specified in Table I of Chapter 24, Code of Miami-Dade County.
1p = A matrix spike/matrix duplicate was not performed for this batch due to insufficient sample volume
CU = the continuing calibration for this analyte is above laboratory acceptance limits. Analyte was not detected above the reporting limit in any of the associated samples; J(L1) = Estimated Value. Analyte recovery in the laboratory control sample (LCS) was above quality control (QC) limits. Results for this analyte in associated samples may be biased high.
*=The CTL applies to endosulfan I, endosulfan 11, and endosulfan sulfate added together.

Sample	Heptachlor	Heptachlor epoxide	Methoxychlor	Toxaphene	alpha-BHC	
Location	Date	(ug/L)	(ug/L)	(ug/L)	(ug/L)	(ug/L)	
TMW-11	2/15/2019	0.0060 U 1p	0.0050 U 1p	0.0092 U 1p	0.24 U 1p	0.0020 U 1p	
TMW-13	2/15/2019	0.0059 U 1p	0.0050 U 1p	0.0092 U 1p	0.24 U 1p	0.0020 U 1p	
TMW-16	2/15/2019	0.0059 U 1p	0.0050 U 1p	0.0092 U 1p	0.24 U 1p	0.0020 U 1p	
TMW-19	2/14/2019	0.0060 U	0.0050 U	0.0092 U	0.24 U	0.0020 U	
TMW-21	2/15/2019	0.0059 U 1p	0.0050 U 1p	0.0092 U 1p	0.24 U 1p	0.0020 U 1p	
TMW-22	2/15/2019	0.0059 U 1p	0.0050 U 1p	0.0092 U 1p	0.24 U 1p	0.0020 U 1p	
TMW-24	2/15/2019	0.0060 U 1p	0.0050 U 1p	0.0092 U 1p	0.24 U 1p	0.0020 U 1p	
TMW-29	2/19/2019	0.0060 U 1p	0.0050 U 1p	0.0093 U 1p	0.24 U 1p	0.0020 U 1p	
TMW-33	2/15/2019	0.0060 U 1p	0.0050 U 1p	0.0092 U 1p	0.24 U 1p	0.0020 U 1p	
TMW-36	2/19/2019	0.0063 U 1p	0.0053 U 1p	0.0098 U 1p	0.25 U 1p	0.0021 U 1p	
TMW-38	2/19/2019	0.0060 U 1p	0.0050 U 1p	0.0092 U 1p	0.24 U 1p	0.0020 U 1p	
GCTLs	0.4	0.2	40	3	0.006	

Notes:
U = The compound was analyzed for buf not detected above the laboratory method detection limit (MDL). I = The reported value is between the laboratory MDL and the laboratory practical quantitation limit (PQL).
- = Not Applicable/Not Available µg/L = micrograms per liter
GCTLs = Groundwater Cleanup Target Levels specified in Table I of Chapter 24, Code of Miami-Dade County. 1p = A matrix spike/matrix duplicate was not performed for this batch due to insufficient sample volume.
CU = the continuing calibration for this analyte is above laboratory acceptance limits. Analyte was not detected above the reporting limit in any of the associated samples.
J(L1) = Estimated Value. Analyte recovery in the laboratory control sample (LCS) was above QC limits. Results for this analyte in associated samples may be biased high.
*=The CTL applies to endosulfan I, endosulfan II, and endosulfan sulfate added together.

Sample	beta-BHC	delta-BHC	gamma-BHC
(Lindane)	
Location	Date	(ug/L)	{ug/L)	{ug/L)	
TMW-11	2/15/2019	0.0077 U 1p	0.0046 U 1p	0.0021 U 1p	
TMW-13	2/15/2019	0.0077 U 1p	0.0046 U 1p	0.0021 U 1p	
TMW-16	2/15/2019	0.0076 U 1p	0.0046 U 1p	0.0021 U 1p	
TMW-19	2/14/2019	0.0077 U	0.0046 U	0.0021 U	
TMW-21	2/15/2019	0.0077 U 1p	0.0046 U 1p	0.0021 U 1p	
TMW-22	2/15/2019	0.0076 U 1p	0.0046 U 1p	0.0021 U 1p	
TMW-24	2/15/2019	0.0077 U 1p	0.0046 U 1p	0.0021 U 1p	
TMW-29	2/19/2019	0.0077 U 1p	0.0046 U 1p	0.0021 U 1p	
TMW-33	2/15/2019	0.0077 U 1p	0.0046 U 1p	0.0021 U 1p	
TMW-36	2/19/2019	0.0081 U 1p	0.0049 U 1p	0.0022 U 1p	
TMW-38	2/19/2019	0.0077 U 1p	0.0046 U 1p	0.0021 U 1p	
GCTLs	0.02	2.1	0.2	

Notes:
U = The compound was analyzed for but not detected above the laboratory method detection limit (MDL). I = The reported value is between the laboratory MDL and the laboratory practical quantitation limit (PQL).
- = Not Applicable/Not Available µg/L = micrograms per liter
GCTLs = Groundwater Cleanup Target Levels specified in Table I of Chapter 24, Code of Miami-Dade County. 1p = A matrix spike/matrix duplicate was not performed for this batch due to insufficient sample volume.
CU = the continuing calibration for this analyte is above laboratory acceptance limits. Analyte was not detected above the reporting limit in any of the associated samples.
J(L1) = Estimated Value. Analyte recovery in the laboratory control sample (LCS) was above QC limits. Results for this analyte in associated samples may be biased high.
*=The CTL applies to endosulfan I, endosulfan 11, and endosulfan sulfate added together.

Diaz Farms Facility	•
Miami Dade County, FL

Sample	Azinphos-
Methyl	Bolstar
(Sulprofos)	Chlorpyrifos	Coumaphos	Demeton,-O
and -5	Diazinon	
Location	Date	(ug/L)	(ug/L)	(ug/L)	(ug/L)	(ug/L)	(ug/L)	
TMW-11	2/15/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341 U	0.377 U	
TMW-13	2/15/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341 U	0.377 U	
TMW-16	2/15/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341 U	0.377 U	
TMW-19	2/14/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341 U	0.377 U	
TMW-21	2/15/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341 U	0.377 U	
TMW-22	2/15/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341 U	0.377 U	
TMW-24	2/15/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341 U	0.377 U	
TMW-29	2/19/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341 U	0.377 U	
TMW-33	2/15/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341 U	0.377 U	
TMW-36	2/19/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341 U	0.377 U	
TMW-38	2/19/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341 U	0.377 U	
GCTLs	11	--	21	1.8	0.3	6.3	

Notes:
U = The compound was analyzed for but not detected above the laboratory method detection limit (MDL). I = The reported value is between the laboratory MDL and the laboratory practical quantitation limit (PQL). J = The value is outside of laboratory established criteria.
-- = Not Applicable/Not Available µg/L = micrograms per liter
GCTLs = Groundwater Cleanup Target Levels specified in Table I of Chapter 24, Code of Miami-Dade County.

Diaz Farms Facility Miami Dade County, FL

Sample	Dichlorvos	Dimethoate	Disulfoton	EPN	Ethoprop	Ethyl Parathion	
Location	Date	(ug/L)	(ug/L)	(ug/L)	(ug/L)	(ug/L)	(ug/L)	
TMW-11	2/15/2019	0.212 U	0.105 U	0.277 U	0.261 U	0.354 U	0.292 U	
TMW-13	2/15/2019	0.212 U	0.105 U	0.277 U	0.261 U	0.354 U	0.292 U	
TMW-16	2/15/2019	0.212 U	0.105 U	0.277 U	0.261 U	0.354 U	0.292 U	
TMW-19	2/14/2019	0.212 U	0.105 U	0.277 U	0.261 U	0.354 U	0.292 U	
TMW-21	2/15/2019	0.212 U	0.105 U	0.277 U	0.261 U	0.354 U	0.292 U	
TMW-22	2/15/2019	0.212 U	0.105 U	0.277 U	0.261 U	0.354 U	0.292 U	
TMW-24	2/15/2019	0.212 U	0.105 U	0.277 U	0.261 U	0.354 U	0.292 U	
TMW-29	2/19/2019	0.212 U	0.105 U	0.277 U	0.261 U	0.354 U	0.292 U	
TMW-33	2/15/2019	0.212 U	0.105 U	0.277 U	0.261 U	0.354 U	0.292 U	
TMW-36	2/19/2019	0.212 U	0.105 U	0.277 U	0.261 U	0.354 U	0.292 U	
TMW-38	2/19/2019	0.212 U	0.105 U	0.277 U	0.261 U	0.354 U	0.292 U	
GCTLs	0.1	1.4	0.3	0.07	0.7	4.2	

Notes:
U = The compound was analyzed for but not detected above the laboratory method detection limit (MDL). I = The reported value is between the laborato!Y MDL and the laboratory practical quantitation limit (PQL). J = The value is outside of laboratory established criteria.
-- = Not Applicable/Not Available
µg/L = micrograms per liter
GCTLs = Groundwater Cleanup Target Levels specified in Table I of Chapter 24, Code of Miami-Dade County.

Sample	Fensulfothion	Fenthion	Malathion	Merphos	Methyl
parathion	Mevinphos	
Location	Date	(ug/L)	(ug/L)	(ug/L)	(ug/L)	(ug/L)	(ug/L)	
TMW-11	2/15/2019	0.130 U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
TMW-13	2/15/2019	0.130 U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
TMW-16	2/15/2019	0.130 U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
TMW-19	2/14/2019	0.130 U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
TMW-21	2/15/2019	0.130 U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
TMW-22	2/15/2019	0.130 U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
TMW-24	2/15/2019	0.130 U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
TMW-29	2/19/2019	0.130 U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
TMW-33	2/15/2019	0.130 U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
TMW-36	2/19/2019	0.130 U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
TMW-38	2/19/2019	0.130 U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
GCTLs	1.8	--	140	0.2	1.8	1.8	

Notes:
U = The compound was analyzed for but not detected above the laboratory method detection limit (MDL). I = The reported value is between the laboratory MDL and the laboratory practical quantitation limit (PQL). J = The value is outside of laboratory established criteria.
-- = Not Applicable/Not Available µg/L = micrograms per liter
GCTLs = Groundwater Cleanup Target Levels specified in Table I of Chapter 24, Code of Miami-Dade County.

Sample	Naled	Phorate	Ronne)	Stirophos	Sulfotep	TEPP	
Location	Date	(ug/L)	(ug/L)	(ug/L)	(ug/L)	(ug/L)	(ug/L)	
TMW-11	2/15/2019	0.289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74 JU	
TMW-13	2/15/2019	0.289 U	0.282 U	0.252 U	-	0.226 U	0.202 U	9.74 JU	
TMW-16	2/15/2019	0.289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74 JU	
TMW-19	2/14/2019	0.289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74 JU	
TMW-21	2/15/2019	0.289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74J U	
TMW-22	2/15/2019	0.289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74 JU	
TMW-24	2/15/2019	0.289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74 JU	
TMW-29	2/19/2019	0.289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74J U	
TMW-33	2/15/2019	0.289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74 JU	
TMW-36	2/19/2019	0.289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74 JU	
TMW-38	2/19/2019	0.289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74 JU	
GCTLs	14	1.4	350	--	3.5	--	

Notes:
U = The compound was analyzed for but not detected above the laboratory method detection limit (MDL). I = The reported value is between the laboratory MDL and the laboratory practical quantitation limit (PQL). J = The value is outside of laboratory established criteria.
-- = Not Applicable/Not Available µg/L = micrograms per liter
GCTLs = Groundwater Cleanup Target Levels specified in Table I of Chapter 24, Code of Miami-Dade County.

Sample	Tokuthion (Prothothiofos)	Trichloronate	
Location	Date	(ug/L)	(ug/L)	
TMW-11	2/15/2019	0.254 U	0.213 U	
TMW-13	2/15/2019	0.254 U	0.213 U	
TMW-16	2/15/2019	0.254 U	0.213 U	
TMW-19	2/14/2019	0.254 U	0.213 U	
TMW-21	2/15/2019	0.254 U	0.213 U	
TMW-22	2/15/2019	0.254 U	0.213 U	
TMW-24	2/15/2019	0.254 U	0.213 U	
TMW-29	2/19/2019	0.254 U	0.213 U	
TMW-33	2/15/2019	0.254 U	0.213 U	
TMW-36	2/19/2019	0.254 U	0.213 U	
TMW-38	2/19/2019	0.254 U	0.213 U	
GCTLs	--	--	

Notes:
U = The compound was analyzed for but not detected above the laboratory method detection limit (MDL). I = The reported value is between the laboratory MDL and the laboratory practical quantitation limit (PQL). J = The value is outside of laboratory established criteria.
-- = Not Applicable/Not Available µg/L = micrograms per liter
GCTLs = Groundwater Cleanup Target Levels specified in Table I of Chapter 24, Code of Miami-Dade County.

Exhibit C

Engineering Control and Maintenance Plan

MIAMI 6407811.1 72393/84384

SCS	ENGINEERS	Environmental Consultants & Contractors

ENGINEERING CONTROL AND MAINTENANCE PLAN DIAZ FARMS, PHASE 1
SW 256TH STREET AND SOUTHWEST 107TH AVE MIAMI-DADE COUNTY, FLORIDA
(HWR-927)

JUNE 27, 2019
SITE BACKGROUND.
SCS Engineers (SCS) has prepared this Engineering Control & Maintenance Plan (ECMP) for the Diaz Farms Property, Phase 1, located in the vicinity of Southwest 256th Street and Southwest 107th Avenue, Miami-Dade County, Florida (the Site).
The planned community will consist of townhomes, single family homes, a private club, and a private park parcel. Soil assessment revealed arsenic concentrations above the Miami-Dade County anthropogenic background concentrations for the region; therefore, an engineering control (EC) was employed. The extent of the EC is shown on Exhibit C, Figure 1 and corresponding cross-sections are shown on Exhibit C, Figure 2. A survey of the Site is included with the Declaration of Restrictive Covenant. The EC consists of a 2-foot soil cap throughout the Site.

ENGINEERING CONTROL INSPECTION AND MAINTENANCE
The responsibility to maintain the ECs on a privately-owned property will transfer to a new owner in the event that title to that property is transferred. Further, prior to the entry into a landlord-tenant relationship with respect to a privately-owned property, the owner is required to notify all proposed tenants in writing of the existence and contents of the ECMP. Prior to transfer of any property to private ownership, and for common areas that will not transfer to private ownership, the Community Development District (COD) will be responsible for the notification and maintenance described herein.

Inspections
Annual visual inspection of the 2-foot soil cap for evidence of erosion that leads to a material diminishing of the thickness of the cap will be conducted by a Florida Professional Engineer (PE), or appropriate personnel trained by the PE, retained by the COD, whether on private property or common areas.

Maintenance
If evidence of the above is observed, the EC will be restored within 30 days of discovery. The results of the EC inspections will be documented in writing and include the date, the name of the inspector (and associated qualifications), key observations, and recommended corrective acti9r;t�_.;l,D�P:�<2tion

1·i,

reports and repair records will be maintained by the COD and submitted to DERM < .o'1'e��cie.�J�\ whether for private property or common areas.	1  \{;:\'11

9500 S. Dadeland Blvd., Suite 610, Miami, FL 33156 l 305-412-8185 I" Fax 305-412-8105  0

DISTURBANCE OF ENGINEERING CONTROL
Work Authorization
In accordance with the Home Owner's Documents, it is the home owner's responsibility to notify the Home Owner's Association (HOA) via application of any activities that will "penetrate the earth within the applicant's lot":

24.5	Notification of DERM. To the extent the Association and/or the ACC receive an application for any improvement that contemplates the removal of landscaping or soil, digging of any holes or trenches, or any other penetration of the earth within an Owner's Lot, the Association shall be required to notify the Pollµtion and Remediation Section of DERM.

Notification to DERM will be provided prior to performing the work. The above DERM notification also applies to work undertaken by the HOA in common areas.

Disturbance within EC
If the work is conducted within the EC (excavation that does not penetrate the 2- foot soil engineering control), the owner or COD, depending on ownership, shall be responsible for repairing the EC. Photographic evidence of the repair shall be submitted to the HOA within 30 days of completion.

Disturbance below the EC
The following applies to work that will involve excavation below the EC, and must be included in the application from the property owner to the HOA and also applies to work in common areas undertaken by the HOA:

Contractor Requirements
The environmental condition of the Site shall be disclosed to perspective Contractors.

A Dust Control Plan with specific means and methods for dust suppression during execution of the work must be included in the application.

The Contractor shall prepare a project specific Health and Safety Plan (HASP), for use by their employees, subcontractors and vendors engaged in the work. The Contractor shall review the HASP with all onsite employees prior to starting the work.

The Contractor shall comply with all applicable provisions of federal, state and local health and safety statutes, codes and regulations, including but not limited to Chapter 24 of the Code of Miami-Dade County.

A Soil Management Plan (SMP) must be included in a Proposal to perform excavation work. This plan must include details regarding the following: soil stockpiling, transportati6o��n=ili;;:;:::"
disposal of excavated soil (including identification of companies retained for sueh/effcfrts),�n{\ the plan for reuse of any excavated soil at the Site, the importation of clean backfill for.use atj
z

the Site (including the source of the backfill), and the repair to the ECs. At a minimum, the SMP shall provide provisions for the following guidelines:

Any soil excavated from below the 2' soil cap will be stockpiled on an impermeable surface or directly loaded into trucks for transport to a disposal facility. Stockpiled soil shall be placed on a double layer of at least 6-mil thick polyethylene sheeting. The Contractor shall cover and berm soil stockpiles to prevent infiltration of water into, and erosion of soil from the stockpiles. Soil will either be returned to its original location and depth, or properly disposed at a Class I landfill. In the event of off-site disposal, all transportation and disposal manifests will be provided to the Association upon receipt.

If necessary, clean soil will be added to return the area to existing grade. Clean fill shall be obtained from a DERM-approved quarry or will otherwise be pre-approved by DERM.

Owner Requirements

The owner of the project (private owner or HOA) must ensure that the Contractor engages a Florida-licensed Professional Engineer for overseeing and documenting the work.

The owner (private owner or HOA) shall submit to DERM a Source Removal Report (if soils are removed from the site) and/or an Engineering Control Repair Report (ECRR) within 30 days of work completion. The ECRR shall be signed and sealed by a Florida-licensed Professional
Engineer.

PROFESSIONAL ENGINEERING CERTIFICATION ENGINEERING CONTROL & MAINTENANCE PLAN DIAZ FARMS, PHASE 1
SW 256TH STREET AND SOUTHWEST 107TH AVE MIAMI-DADE COUNTY, FLORIDA
(HWR-927)

I, Eduardo F. Smith, P.E. #50845, certify that I currently hold an active license in the State of Florida in accordance with Chapter 471, Florida Statutes, and am competent through education or experience to provide the engineering service contained in this report. To the best of my knowledge, the engineering control is consistent with commonly accepted engineering practices, is appropriately designed for its intended purpose and has been implemented. I certify that Stearns, Conrad and Schmidt Consulting Engineers, Inc., doing business as SCS Engineers, holds an active Florida Certificate of Authorization #00004892 to provide the engineering seivice.

Engineer Name

PE Registration Number State of Registration

EXHIBIT C FIGURE 1

\\MIA-FS01\Mlaml\ESMASTER\Dlaz Farrns\Orawlngs\Flgures\EnglneerfngControl Plan.dwg Jun 28, 2019 - 9:25am Layout Name: 8.5x11 ECP By: 4479MPP

I-

		

-

LEGEND:

m

-	- - -	PROPERTY BOUNDARY/BOUNDARY OF

						

+
I			

			

/
------

�

�	"�	9'
�),If>�

ENGINEERING CONTROL 2-FEET OF CLEAN FILL

IX
X
_:::y

I.	A

SCS ENGINEERS
EXHIBIT C, FIGURE 1. ENGINEERING CONTROL PLAN DIAZ FARMS .. LENNAR HOMES, LLC

EXHIBIT C FIGURE 2

\\MIA-FSDl\Miaml\ESMASTER\Diaz Farms\Drawings\Flgures\Englneering Control Plan.dwg Jun 28, 2D19-9:26am Layout Name: 8.Sxll ECSECTIONS By: 4479MPP

NOT PART OF PROPERTY

PPROXIMATE PROPERTY BOUNDARY/EXTENT OF NGINEER!NG CONTROLS

APPROX!MATEPROPER��PPROXIMATEPROPERTY    BOUNDARY/EXTENT OF	BOUNDARY/EXTENT OF
ENGINEERING CONTROLS	ENGINEERING CONTROLS

SECTION A
�T.S.
HORlZONTAL-1 lNCH = 150 FEET

APPROXIMATE PROPER� BOUNDARY/EXTENT OF
ENGINEERING CONTROLS

SECTION B
�.T.S.
HORIZONTAL-! INCH= 150 FEET

LEGEND:
Ei:!3 POTENTIALLY CONTAMINATED SOIL
l3ZSa MINIMUM 2-FEET OF CLEAN FILL

SCS ENGINEERS

ro
l>:1.i
to
-iCO
�
"'I)
I>vl
G'I�
rrio,.
�
0,.
.,,
G'I
vi

EXHIBIT C, FIGURE 2. ENGINEERING CONTROL SECTIONS	co
DIAZ FARMS - LENNAR HOMES, LLC	UI
vi

I11111111111111111111111111111111111111111111
CFN	2020R0189567
OR BK 31869 Pss 4287-4342 (56P9s)
RECORDED 03/25/2020 09:06:24 l·IAIWEY RUVHI, CLERY\ OF COURT 11IAMI -DADE COIJMTY, f LORIl)A

.	This instrument was prepared by, or under
the supervision of (and after recording, return to):

Cristina A. Lumpkin, Esq.
Bilzin Sumberg Baena Price & Axelrod LLP 1450 Brickell Avenue, Suite 2300
Miami, Florida 33131

(Space reserved for Clerk)

COVENANT RUNNING WITH THE LAND IN FAVOR OF MIAMI-DADE	COUNTY,	FLORIDA,	REQUIRING
INSTITUTIONAL   CONTROLS   AND   ENGINEERING
CONTROLS AT REAL PROPERTY LOCATED AT, NEAR OR

IN THE VICINITY OF SOUTI-IWEST 256TH STREET AND SOUTHWEST 107TH AVENUE, HOMESTEAD, MIAMI-DADE COUNTY, FLORIDA.

MIAMI 6601475.2 72393/84384

The Owner, CALATLANTIC GROUP, INC. (hereinafter referred to as the "Owner"), holds the fee simple title to the real property legally described as set forth in Exhibit A, attached hereto and incorporated herein by reference, and located in the vicinity of Southwest 256th Street and Southwest 107th Avenue, Homestead, Miami-Dade County, Florida, and furthermore identified for ad valorem tax purposes by Folio Nwnbers 30-6030-001-0101, 30-6030-001-0110, 30-6030-001-0I 11, 30-6030-001-0114, 30-6030-001-0102, 30-6030-00 l-0112,  30-6030-001-
0100, 30-6030-00l-0113, 30-6030-001-0108, 30-6030-001-0106, 30-6030-001-0104, 30-6030-

001-0107,	30-6030-001-0103,	30-6030-001-0105,	30-6030-001-0109,	30-6030-001-0160

(po1tion of), 30-6030-001-032l, 30-6030-001-0330, 30-6030-001-0331, 30-6030-00 l-0300, 30-
6030-001-0291, 30-6030-001-03l0, 30-6030-001-0340 (portion of), 30-6030-001-0350 (pmtion

of), 30-6030-001-0376, 30-6030-001-0371, 30-6030-001-0384 (portion of), 30-6030-001-0380

(portion of), 30-6030-001-0390, 30-6030-001-0360, 30-6030-001-0370, 30-6030-001-0375, 30-

6030-001-0410, 30-6030-001-0460, 30-6030-001-0450 (hereinafter referred to as the "Property"), hereby creates a covenant pursuant to Section 24-44 (2)(k)(ii) of Chapter 24, Code of Miami-Dade County, Florida, on behalf of the Owner, heirs, successors, grantees and assigns,
running with the land to and in favor of Miami-Dade County, a political subdivision of the State of Florida (hereinafter referred to as the "County"), its successors, grantees and assigns, pursuant to Section 24-44 (2)(k)(ii) of Chapter 24 of the Code of Miami-Dade County, Florida, with
respect to the Property as follows:

The Owner covenants and agrees to the following:
The Owner of the Property has elected to implement institutional and engineering controls on the Property to obtain approval for a No Further Action with Conditions proposal
MIAMI 6601475.2 72393/84384

pursuant to Section 24-44 (2)(k:)(ii) of Chapter 24 of the Code of Miami-Dade County, Florida. The institutional and engineering controls that are applicable to the Property have been initialed as set forth below. These institutional and engineering controls afford a level of protection to human health, public safety and the environment that is equivalent to that provided by Section 24-
44 (2)(f)(i) and Section 24-44 (2)(f)(ii) of Chapter 24, Code of Miami-Dade County, Florida. The

/ /

Q/; licable institutional and engineering controls are set forth as follows:
  x_ Groundwater from the Property shall not be used for drinking water pw-poses.

.

_x_	Groundwater from the Property shall only be withdrawn for monitoring of pollution.
_x_ Contaminated soil and groundwater, as delineated in the Phase IT Environmental
Site Assessment Repo1t, prepared by Ayden Environmental, dated August 2, 2018; Contamination Assessment Report, prepared by Ayden Environmental, dated February 5, 2019; Soil Management Plan, prepared by SCS  Engineers, dated March 27, 2019; Site
Assessment Repmt Addendum - Throssell Parcel, dated June I 0, 2019, Soil Sampling

Repo1t - Throssell Parcel, dated October 22, 2019, Groundwater Sampling Repmt, prepared by SCS Engineers, dated March 20, 2019, Second Quarter Groundwater Monitoring Report, dated June 25, 2019, Third Quarterly Groundwater Monitoring Report, dated October 23, 2019, and Fourth Quarterly Groundwater Monitoring Report/No Ftuther Action Plan, dated January 13, 2020 (collectively, the "Site Assessment Reports"), and approved by the Director of the Miami-Dade County Oepmtment of Regulatory and Economic Resources, Division of Environmental Resources Management, shall not be removed from the Property without prior written approval of the Miami-Dade County Department of Regulatory and Economic Resources,
MIAMI 6601475.2 72393/84384

Division of Environmental Resources Management, its successors or assigns. The Site Assessment Reports shall remain on file with the Miami-Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management, or its successors or assigns, and are summarized for informational purposes
in Exhibit B, which is incorporated by reference.
_x_ Engineering controls detailed in the Engineering Control Implementation Report,
Diaz Farms, Phase II, dated December 18, 2019, and the Engineering Control and Maintenance Plan, dated December 9, 2019 and approved by the Director of the Miami-Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management. The Engineering Control and Maintenance Plan shall remain on file with the Department of Regulatory and Economic Resources,
Division of Environmental Resources Management, or its successors or assigns, and is

..	summarized for informational purposes in Exhibit C, which is incorporated by reference.

Prior to the entry into a landlord-tenant relationship with respect to the Prope1ty, the
Owner agrees to notify in writing all proposed tenants of the Property of the existence and contents of this Covenant.

For the purpose of inspecting for compliance with the institutional and engineering controls contained herein, the Miami-Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management, its successors or its assigns, shall have access to the Property at reasonable times and with reasonable notice to the Owner of the Property. In the event that the
MIAMI 6601475.2 72393/84384

Owner does not or will not be able to comply with any of the institutional and engineering controls contained herein, the Owner shall notify in writing the Miami-Dade County Depa1tment of Regulatory and Economic Resources, Division of Environmental Resources Management, its successors or its assigns, within three (3) calendar days.

This Covenant may be enforced by the Director of the Miami-Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management, its successors or its assigns, by permanent, temporary, prohibitory, and mandatory injunctions as well as otherwise provided for by law or ordinance.

The provisions of this instrument shall constitute a covenant running with the

land, shall be recorded, at the Owner's expense, in the public records of Miami-Dade
County and shall remain in full force and effect and be binding upon the undersigned, their heirs, legal representatives, estates, successors, grantees and assigns until a release
of this Covenant is executed and recorded in the Public Records of Miami-Dade County, Florida.

This Covenant is to run with the land and shall be binding on all parties and all persons claiming under it for a period of thirty (30) years after the date this Covenant is recorded, after which time it shall be extended automatically for successive periods of ten
(10) years each, unless the Covenant is modified or released by Miami-Dade County.

MIAMI 6601475.2 72393/84384

Upon demonstration to the satisfaction of the Director of the Department of Regulatory and Economic Resources, Division of Environmental Resources Management, its successors or its assigns, that the institutional and engineering controls set forth in this Covenant are no longer necessary for the purposes herein intended because the criteria set f01ih in Section 24-44 (2)(k)(i) of Chapter 24 of the Code of Miami-Dade County, Florida have been met, the Director of the Department of Regulatory and Economic Resources, Division of Environmental Resources Management, its successors or its assigns, shall, upon written request of the Owner, release this Covenant.

The Owner shall notify the Director of the Miami-Dade County Department of
•
Regulatory and Economic Resources, Division of Environmental Resources Management, its successors or its assigns, within thirty (30) days of any conveyance, sale, granting or transfer of the Property or portion thereof, to any heirs, successors, assigns or grantees, including, without limitation, the conveyance of any security interest in said Property.

r.	The term Owner shall include the Owner and its heirs, successors and assigns.

[REMAINDER OF PAGE INTENTIONALLY LEFT BLANK] [SIGNATURES AND ACKNOWLEDGEMENTS ON FOLLOWING PAGES]

MIAMI 6601475.2 72393/84384

IN WITNESS WHEREOF, the undersigned, being the Owner of the Property, agrees to the

Sign,_..,.,---,l---��r	-

provisions of this Covenant, hereby create same as a Covenant Running with the Land in favor of Miami-Dade County, Florida, and set their hands and seal unto this Covenant this	/8fi... day of	H,lrR.C-l·t	, hJ2.v .

Print._=.....r....::;;:�.;;.+---1�..i.,...a�..l,6..L.J,L.L.!,�-
Title: ------:::::!l,,L	=--
Address:	]2

•
STATE OF FLORIDA
COUNTY OF MIAMI-DADE

•

The foregoing instmment was acknowledged before me by means of (v) physical presence or ( )
18	day of. fv1MLc<-4	, 2o20 by

.c,;:==:.1-.._.:.::::.:�:;;.	::=.:,.=

ed

���-1.:J����LJ:::1... as	vJO	of CAL-	•	'	I� 
on behal	of said corporation. He or she  is
	as identificati

sign--..........::���---.	,::,�-

print	f./
State of Fl rida at Large (Sea
My Commission Expires:·1iJl1<.I.&�2o2 �

M1AM1 6601475.2 72393/84384

Exhibit A

Legal Description

"

MIAMl 6601475.1 72393/84384

C

SITE LOCATION 2

SURVEYOR'S NOTES:
1}	This rs not a Boundary Survey, but only a GRAPHIC DEPICTION of the description shown hereon.
2}	North  arrow  direction  and  Bearings  shown  hereon  are  based  on  assumed  value  of
S88"43'08"W, along the South llne of the N.E. 1/4 of Section 30-56-40
3) Not volld without the signature and the orfglnol raised seal of o Florido Licensed Surveyor and
Mapper. Additions or deletions to survey mops or reports by other than the signing party or 4
parties ls prohibited without written consent of the signing party or parties.
There may be additional Restrictions not shown on this Sketch & Legel that may be found In the Publlc Records of this County, Examination of llTI.E COMMITMENT wlll hove to be made to determine recorded Instruments, If any affecting this property.
The Sketch and Legal Description shown herein is based on the lnformotlon provided by the
Client.
No Title research has been performed to  determine If  there are any confllct existing or arising out of the creation of the easements, Right of Ways, Parcel Descriptions, or any other type of encumbrances that the herein described legal may be utilized for.
SURVEYOR'S CERTIFICATE:
5		I Hereby Certify to the best of my knowledge and belief that this drawing Is a true end correct representation of the SKETCH AND LEGAL DESCRIPTION, of the real property described
hereon.
I further certify that this survey was prepared In accordance with the applicable
provisions of Chapter SJ-17 (Formerly 61G17-6) Florido Administrative Code.
Ford, Armenteros & Fernandez,  Inc. L.B. #6557
Date: October 14th, 2019	BY.--------------
Revision 1:	Ricardo Rodrfgue:z, P.S.M., ror the Firm
Professlonol Surveyor end Mapper State of Florido, Registration No.5936
A	•	C	•	
	
CAMPO BELLO PHASE TWO - FILL CAP	
	SKETCH AND LEGAL DESCRIPTION	
RD, ARMENTEROS &FERNANDEZ, INC.	91Il'IWE:	LOCATON MAP AND SURVEYOR'SNOTES	
	...,.,...A:lt	LENNAR HOMES LLC	
1950 N.W. 94th AVENUE, 2ndFLOOR DORAL,FLORIDA 33172
PH. (305) 477-6472
FAX (305) 470-2805			
	111.>9111! R.ROORJGUEZ
OllllMmlltt
llm!DIC	11A1t:  10.14•2019
!l:Al1	ASSHOWN
IIIO,ffl)lc 16-066-1008	Hrr:	1
Cf 12 HE11	

•

1

:	

A	•	C
"l

LEGAL DESCRIPTION:
BLOCK 3:
PARCEL 17: FOLIO  30-6030-001-0101
LOTS 11 AND 12, 17, 23 AND 24, BLOCK 3, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE
, COUNTY, FLORIDA.
PARCEL 20: FOLIO  30-6030-001-0110
LOT 18, BLOCK 3, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PARCEL 24: FOLIO 30-6030-001-0111
LOTS 4, 19, 20 AND 21, BLOCK 3, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
2	2
PARCEL 25: FOLIO 30-6030-001-0114
LOT 22, BLOCK 3, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PARCEL 31: FOLIO 30-6030-001-0102
LOT 7, BLOCK 3, SOUTH ALILAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PARCEL 32: FOLIO 30-6030-001-0112
3
J LOT 15, BLOCK 3,	SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA•
PARCEL 44: FOLIO 30-6030-001-0100
LOT 1, BLOCK 3, SOUTH AULAPATTAH GARDENS, ACCORDING TO TI-IE PLAT TI-IEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PARCEL 45: FOLIO	30-6030-001-0113
LOTS 13 AND 14, BLOCK 3, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT TI-IEREOF,
RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA,	4
PARCEL 46: FOLIO 30-6030-001-0108
LOT 16, BLOCK 3, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PARCEL 47: FOUO 30-6030-001-0106
LOT 6, BLOCK 3, SOUTH ALILAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PARCEL 51: FOLIO 30-6030-001-0104
6

LOT 3, BLOCK 3, SOUlH AULAPATTAH GARDENS, ACCORDING TO THE PLAT lHEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PARCEL 52: FOLIO  30-6030-001-0107
LOT 8, BLOCK 3, SOUTH ALLAPATTAH GARDENS, ACCORDING TO TI-IE PLAT TI-IEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.

A	C	
	
CAMPO BELLO PHASE TWO - FILL CAP	
RD, ARMENTEROS &FERNANDEZ, INC.
1950 N.W. 94th AVENUE, 2ndFLOOR DORAL,FLORIDA 33172
PH. (305) 477-6472
FAX (305) 470-2805	rnt:crncm SKETCH AND LEGALDESCRIPTION	
	smiwe	LEGAL DESCRIPTION TO ACCOMPANY SKETCH
l'Rll'NG1t1t	LENNAR HOMES LLC	
	-..
lffllll'C R.RODRIGUEZ
l""Ofll<III'"	DAll! 10-14-2019
�	NIA	Mn
2
<E 12 HETS	
		l'Ra.ffl"" 16·□66-1008		

•

.

A	C

PARCEL 55: FOLIO 30-6030-001-0103
LOT 2, BLOCK 3, SOUlH ALLAPATTAH GARDENS, ACCORDING TO lHE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PARCEL 56: FOLIO 30-6030-001-0105
LOT 5, BLOCK 3, SOUlH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT lHEREOF, RECORDED
t IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.	,-
PARCEL 57: FOLIO 30-6030-001-0109
LOT 9 AND 10, BLOCK 3, SOUlH ALLAPATTAH GARDENS, ACCORDING TO lHE PLAT lHEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
BLOCK 6:
PARCEL 3: FOLIO 30-6030-001-0160
LOTS 1 lHROUGH 24, INCLUSIVE, BLOCK 6, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE
2 PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE 2
COUNTY, FLORlDA. LESS
ALL THAT PORTION OF LOTS 1, THRU 12, INCLUSIVE, BLOCK 6, OF ·scum ALLAPATTAH GARDENS•, ACCORDING TO THE PLAT lHEREOF, AS RECORDED IN PLAT BOOK 25, AT PAGE 20, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, LYING WllHIN THE EAST 40.00 FEET OF THE NORlHEAST 1/4 OF SECTION 30, TOWNSHIP 56 SOUTH, RANGE 40 EAST, MIAMI-DADE COUNTY, FLORIDA TOGETHER WITH ALL lHAT PORTION OF SAID LOT 1, LYING WITHIN lHAT EXTERNAL AREA FORMED BY A 25.00 FEET RADIUS CURVE, CONCAVE TO THE
3 SOUTHWEST, TANGENT TO THE NORlH LINE OF SAID LOT 1 AND TO A LINE 40.00 FEET WEST•
OF AND PARALLEL WITH lHE EAST LINE Of lHE NORTHEAST 1/4 OF SAID SECTION 30, AND ALL PORTION OF SAID LOT 12, LYING 'MTHIN THAT EXTERNAL AREA FORMED BY A 25.00 FEET RADIUS CURVE, CONCAVE TO THE NORTHWEST, TANGENT TO THE SOUTH LINE OF SAID LOT 12 AND TO A LINE 40.00 FEET WEST OF AND PARALLEL 'MTH THE EAST LINE OF THE NORTHEAST 1/ 4 OF SAID SEC110N 30.

BLOCK 11:
PARCEL 37:  FOLIO  30-6030-001-0321
4
LOTS 13 AND 14, BLOCK 11, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT lHEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.

PARCEL 38: FOLIO  30-6030-001-0330

LOT 15, BLOCK 11, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT lHEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.

PARCEL 39: FOLIO 30-6030-001-0331
1 LOTS 16 AND 17, BLOCK 11, SOUTH ALLAPATTAH GARDENS, ACCORDING TO lHE PLAT THEREOF, 1
RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA,

PARCEL 53: FOLIO 30-6030-001-0300
LOTS 3, 4, 5, 6, AND 7, AND LOTS 18, 19, 20, 21, AND 22, BLOCK 11, SOUlH All.APATTAH
. GARDENS, ACCORDING TO THE PLAT THEREOF. RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY.

A	
	
CAMPO BELLO PHASE TWO - FILL CAP	
FORD, ARMENTEROS &FERNANDEZ, INC.
1950 N.W.94lh AVENUE, 2ndFLOOR DORAL,FLORIDA 33172
PH. (305) 477-6472
FAX (305) 470-2805	fflEtrnwti SKETCH AND LEGAL DESCRIPTION	
	smiwe	LEGAL DESCRIPTION TO ACCOMPANY SKETCH
ffE'mt>111t	LENNAR HOMES LLC	
	111191m R.RODRlGUEZ	l!.lm 10-14-2019	3
rE 12 Hrn	
		NIA		
	DlllCIIII!:	FIO.W lb 16-066-1008		

I
A	8	C

PARCEL 54 FOLIO 30-6030-001-0291

LOTS 1, 2, 23 AND 24, BLOCK 11, SOUTH ALLAPATTAH GARDENS, ACCORDING TO TI-IE PLAT ll-lEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.

PARCEL 58: FOLIO 30-6030-001-0310
LOTS 8, 9, 10, 11, AND 12, BLOCK 11, SOUTH ALLAPATTAH GARDENS, ACCORDING TO lHE
1 PLAT lHEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE 1
COUNTY, FLORIDA.

BLOCK 12:

PARCEL 41: FOL10  30-6030-001-0340

LOTS 1 lHROUGH 12, INCLUSIVE, BLOCK 12, SOUlH ALLAPATTAH GARDENS, ACCORDING TO lHE PLAT lHEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
2
..., PARCEL 42: FOLIO  30-6030-001-0350

LOTS 13 lHROUGH 24, INCLUSIVE, BLOCK 12, SOUlH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT lHEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.

LESS (ROAD RIGHT-OF-WAY DEDICATJON)

ALL lHAT PORTION OF LOTS 12 AND 13, BLOCK 12, OF "SOUll-1 ALLAPATTAH GARDENS", ACCORDING TO lHE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, AT PAGE 20, OF lHE
3 PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, L'flNG WllHIN THE SOUlH 35.00 FEET a
OF THE NORlHEAST 1/4 OF SECTION 30, TOWNSHIP 56 SOUlH, RANGE 40 EAST, MIAMI-DADE COUNTY, FLORIDA TOGETHER WITH ALL THAT POR1lON OF SAID LOT 12, LYING WITHIN THAT EXTERNAL AREA FORMED BY A 25.00 FOOT RADIUS CURVE, CONCAVE TO lHE NORTHWEST, TANGENT TO TI-IE EAST LINE OF SAID LOT 12 AND TO A LINE 35.00 FEET NORll-1 OF AND
PARALLEL WITH THE SOUTH LINE OF TI-IE NORTI-IEAST 1/4 OF SAID SECllON 30, AND ALL lHAT PORTION OF SAID LOT 13, LYING WITHIN ll-lAT EXTERNAL AREA FORMED BY A 25.00 FOOT RADIUS CURVE, CONCAVE TO THE NORTHEAST, TANGENT TO lHE WEST UNE OF SAID LOT 13 AND TO A LINE 35.00 FEET NORTH OF AND PARALLEL WllH TI-IE SOUTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 30.

AND LESS (CANAL RIGHT-OF-WAY DEDICATION)

ALL THAT PORTION OF LOTS 12 AND 13, BLOCK 12, OF "SOUTH ALLAPATTAH GARDENS•, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, AT PAGE 20, OF lHE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, LYING WITHIN lHE NORTH 20.00 FEET OF lHE SOUTH 55.00 FEET OF THE NORTHEAST 1/4	OF SEC1lON 30, TOWNSHIP 56 SOUTH, RANGE 40 EAST, MIAMI-DADE COUNTY, FLORIDA.

AND LESS

ALL THAT PORTION OF SAID LOT 12, BLOCK 12 LYING WITHIN ll-lAT EXTERNAL AREA FORMED BY A 25.00 FEET RADIUS CURVE, CONCAVE TO THE NORTHWEST, TANGENT TO TI-IE EAST LINE OF SAID LOT 12 AND TO A LJNE 35.00 FEET NORTH OF AND PARALLEL WllH THE SOUlH LlNE OF THE NORll-lEAST 1/4 OF SAID SECTION 30.

AND LESS
B	C	
	
CAMPO BELLO PHASE TWO - FILL CAP	
FORD, ARMENTEROS &.FERNANDEZ, INC.
1950 N.W. 94Ih AVENUE, 2ndFLOOR DORAL, FLORIDA 33172
PH. (305) 477..lJ472
FAX (305) 470-2805	tl!E(F"""""  SKETCH AND LEGAL DESCRlPTION	
	9m...e	LEGALDESCRIPTION TO ACCOMPANY SKETCH
1'1"1/iGRR	LENNAR HOMES LLC	
	.-i 1111 R.RODRIGUEZ	DAm 10-14-2019	9fiT:
4
"12 !Hm	
	..,_<HOO!n	9:111":	NIA		
	ommn	�""	16-066-1008		

.

•

.

•

•I	8

ALL PORTION OF SAID LOT 13, BLOCK 12 LYING Wll}!IN l}!AT EXTERNAL AREA FORMED BY A
25.00 FEET RADIUS CURVE, CONCAVE TO THE NORl}!EAST, TANGENT TO THE WEST LINE OF SAID LOT 13 AND TO A LINE 35.00 FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 30

BLOCK 13:
PARCEL 16: FOLIO	30-6030-001-0376

LOT 8, BLOCK 13, SOUTH ALLAPATTAH GARDENS, ACCORDING TO l}!E PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PARCEL 18: FOLIO	30-6030-001-0371
LOTS 3 THROUGH 6, INCLUSIVE, BLOCK 13, SOUl}! ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PARCEL 21: FOLIO	30-6030-001-0384

LOTS 13 TI-IROUGH 16, INCLUSIVE, BLOCK 13, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
PARCEL 28: FOLIO	30-6030-001-0380
LOTS 9 THROUGH 12, INCLUSIVE, LOTS 17 THROUGH 21, INCLUSIVE, AND LOTS 23 AND 24,
BLOCK 13, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT l}!EREOF, RECORDED IN
� PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.	•
PARCEL 29: FOLIO	30-6030-001-0390

LOT 22, BLOCK 13, SOUTH ALLAPATTAH GARDENS, ACCORDING TO THE PLAT TiiEREOF, RECORDED IN PLAT BOOK 25, PAGE 20, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.

Parcel 33: Folio 30-6030-001-0360
Lot 1, Block 13, SOU1H ALLAPATTAH GARDENS, according to the Plat thereof, recorded In
4	4
.... Plat Book 25, Page 20, Public Records of Miami-Dade County, Florido.

Parcel 34: Fallo	30-6030-001-0370

Lot 2, Block 13, SOU1H ALLAPATTAH GARDENS, according to the Plat thereof, recorded in Plot Book 25, Page 20, Public Records of Miami-Dade County, Florida.

Parcel 35: Folio	30-6030-001-0375

Lot 7, Block 13, SOUlH ALLAPATTAH GARDENS, according to the Plat thereof, recorded In
,_  Plot Book 25, Page 20, Public Records of Miami-Dade County, Florida.
5

LESS (ROAD RIGHT-OF-WAY DEDICATION)

ALL 1HAT PORTION OF LOTS 12 AND 13, BLOCK 13, OF "SOUTH ALLAPATTAH GARDENS", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, AT PAGE 20, OF lHE PUBLIC RECORDS OF MIAMI-DADE COUNTY, Fl.ORIDA, LYING W11HIN THE SOU1H 35.00 FEET OF 1HE NOR1HEAST 1/4 OF SECTION 30, TOWNSHIP 56 SOUTH, RANGE 40 EAST, MIAMl-DADE
.8	
	
CAMPO BELLO PHASE TWO - FILL CAP	
	"""- SKETCH AND LEGAL DESCRIPTION	
RD,ARMENTEROS &FERNANDEZ, INC.	sm- 	LEGAL DESCRIPTION TO ACCOMPANY SKETCH	
1950 N.W, 94th AVENUE, 2nd FLOOR DORAL,FLORIDA 33172
PH.(305) 477-6472	,,......,,flit	LENNAR HOMES LLC
:'�R�RODRIGUEZ  ::  10-��t19	fttT:	5	
FAX (305) 470-2805	OtDlDrt.	flltlEI� 16-066-1008	cs 12 ffElS	

-	
� ...,.-> �:w�,..>,.<.'

fl �	,\ \
.;	-..	O '}
' \ ,. "'-._.. /

�,<... 	""

-� !::u,.-

•

'lt

'�ff9/

ccv..,
,.,,.. ,.,.�

:t	°';,

I
a	C

COUNlY, FLORIDA TOGETHER WITH ALL THAT PORllON OF SAID LOT 12, LYING WITHIN THAT EXTERNAL AREA FORMED BY A 25.00 FOOT RADIUS CURVE, CONCAVE TO THE NORTHWEST, TANGENT TO THE EAST LINE OF SAID LOT 12 AND TO A LINE 35.00 FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF THE NORTHEAST 1/4 OF SAID SECTION 30, AND ALL THAT PORTION OF SAID LOT 13, LYING WITHIN THAT EXTERNAL AREA FORMED BY A 25.00 FOOT RADIUS CURVE, CONCAVE TO THE NORTHEAST, TANGENT TO THE WEST LINE OF SAID LOT 13 AND TO A LINE 35.00 FEET NORlli OF AND PARALLEL WITH THE SOUTH LINE OF THE
NORTHEAST 1/4 OF SAID SECTION 30.

LESS (CANAL RIGHT-OF-WAY DEDICATION)

ALL n-tAT PORTION OF LOTS 12 AND 13, BLOCK 13, OF ·soUTH ALLAPATTAH GARDENS", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, AT PAGE 20, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNlY, FLORIDA, LYING WITHIN THE NORTH 20.00 FEET OF THE SOUTH 55.00 FEET OF THE NORTHEAST 1/4 OF SECTION 30, TOWNSHIP 56 SOUTH, RANGE 40 EAST, MIAMI-DADE COUNTY, FLORIDA.

AND LESS

ALL lHAT PORTION OF SAID LOT 12, BLOCK 13 LYING WITHIN THAT EXTERNAL AREA FORMED BY A 25.00 FEET RADIUS CURVE, CONCAVE TO THE NORlHWEST, TANGENT TO THE EAST LINE OF SAID LOT 12 AND TO A LINE 35.00 FEET NORTH OF AND PARALLEL Willi THE SOUTH
LINE OF THE NORTHEAST 1/4 OF SAID SECTION 30

AND LESS

ALL PORTION OF SAID LOT 13, BLOCK 13 LYING WITHIN THAT EXTERNAL AREA FORMED BY A
25.00 FEET RADIUS CURVE, CONCAVE TO THE NORTHEAST, TANGENT TO THE WEST LINE OF 3
3 SAID LOT 13 AND TO A LINE 35.00 FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF
n-lE NORTHEAST 1/4 OF SAID SECTION 30.

BLOCK 14:

Parcel 9: Folio  30-6030-001-0410
Lots 1 through 8, Inclusive, Block 14, SOUTH AlLAPATTAH GARDENS, according to the Plat thereof, recorded in Plot Book 25, Page 20, Public Records of Miami-Dade County, Florida.

Parcel 10: Folio  30-6030-001-0460

Lots 23 and 24, Block 14, SOUTH ALLAPATTAH GARDENS, according to the Plot thereof, recorded In Plat Book 25, Page 20, Public Records of Miami-Dode County, Florido.

Parcel 40: Fallo  30-6030-001-0450

Lots 13 through 22, inclusive, Block 14, SOUTH ALLAPATTAH GARDENS, according to the Plat thereof, recorded In Plot Book 25, Page 20, Public Records of Miami-Dode County, Florida.

6

LEGEND
C/L	- IE!1EIU(
D.O.T. - FWlllA DEPAJ!ll,IENT <f lRAN�OOTATIOO
MEAS. - IEASIJlED
P.a - PLAT BOO(
PG.	- P>JI
A	
	
CAMPO BELLO PHASE TWO - FILL CAP	
RD,ARMENTEROS &FERNANDEZ, INC.
1950 N.W. 94th AVENUE, 2ndFLOOR DORAL, FLORIDA 33172
PH.(305) 477-6472
FAX (305) 470-2805	m£�1Wtl:  SKETCH AND LEGAL DESCRIPTION
!HillWl'a	LEGAL DESCRIPTION TO ACCOMPANY SKETCH
1'111'.IIORI'.	LENNAR HOMES, LLC
w•  llt R.RODRIGUEZ	o•m 10,14-2019	5m:	6
OIII.OID<!lll!l!	NIA	
Pllo..o:1"4 16-066,1008	CF 12 !Jim
L-------------------'-------'----------.;;...;.=-=......	

14 of 56

Iu	.;, l

�	�

�io:�--...--..,�1
�Cc· .�.

r (RAPT sc�r·	r
( UI PU1')

1 lneh - 80' ll

� �-	252nd STREET �
1-1	N691l0'56"E 234.19'

8

CAMPO BELLO PHASE TWO - FILL CAP	
RD, ARMENTEROS &FERNANDEZ,INC.
1950 N.W. 94thAVENUE, 2ndFLOOR DORAL, FLORIDA 33172
PH. (305) 477-6472
FAX (305) 470-2805	mu""1.llrr:  SKETCH AND LEGAL DESCRIPTION	
	Hlfll\lE:	SKETCH TO ACCOMPANY LEGAL DESCRIPTION
l'l'll'N0111t	LENNAR HOMES LLC	
	CMNIII R.ROORIGUEZ
� otl>lllrr:
DfDll) l!f,	DAIi':  10-14-2019
DlJ'!	ASSHOWN
,mo:JH<r. 16-066-1008	sm-	,	
			7
or129tt!S	

i. i�TSC!llr	i.
( Ill FEET )

1 Inch - ao· tL.

�1

�	S.W. 252nd STREET
	�	N89'00'56"E 2t9.t9'	,. 

I	g

A-89'22'34"
R=25,00' A-39.00'

I  s	

----1----
l:I	N
§
1	�

....
3	I,o!

'1::i

I''\�
I'-"'
0�

•

I 'I'"!l
f:i

----._-

g

."..'

1---g  
I

I i;l
I�

I

I

I

I

I

I

_-,

4

I I

I

I
-----.

9

6-90"46'20"  \'.!
R-25.00'
j	A:=39.61'
I	"'	N-BB-'5-2'0-2"E=2�19=,03:'

l5.CO'I

s.W. 254nd STREET	I"

-:.-[-� �

A	8	C

CAMPO BELLO PHASE TWO - FILL CAP		
FORD, ARMENTEROS &FERNANDEZ,INC.
1950 N.W. 94th AVENUE, 2ndFLOOR DORAL,FLORIDA 33172
PH.(305} 477-6472
FAX (305) 470-2805	111£1»-llWl:I:  SKETCH AND LEGAL DESCRIPTION		
	91ITIUMl	SKETCH TO ACCOMPANY LEGAL DESCRIPTION
AVll<»RII:	LENNAR HOMES LLC		
	aut11111! R.ROORIGUEZ
oc omort:	o,m   10-14·2019
,r,u:,	ASSHOWN
PIIG.B:fN<s 16-066-1008	Hl1>
8
r,-12HE1!		

S.W. 252nd STREET
	N89'00'56"E 22♦.17'	
t,,,,90'36'26" R=25,00' A=39.Sl'

l

I

I	I

.;:.;.
9

•

-1-
1

......

g

...
g

l

I

I

WI
ffi\

I

�I

;1;

;It!) ..e...ll
,wcoo::l
��,I
5l

�I

'I

A	8	C

CAMPO BELLO PHASE TWO - FILL CAP	
	=ot�	SKETCH AND LEGAL DESCRIPTION	
ORD, ARMENTEROS &FERNANDEZ, INC.
1950 N.W. 94th AVENUE, 2ndFLOOR DORAL, FLORIDA 33172
PH.(305) 477-6472
FAX (305) 470.2805	!llflTIIAII'.:
1111m 1at	SKETCH TO ACCOMPANYLEGAL DESCRIPTION LENNAR HOMES LLC	
	-  n R.RODR!GUEZ
t.:.Ofll<llle	o=,ie  10-H•2019
ASSHOWN
l'RIUCJ!b  16.()66,1008	!HEil	9
or 12 ll£El'S	

r	(RAPT SCALEr·   i
( DI  n:ET )
1 Inch - 80' IL

g

:;i

f;j
§

;:;

b-90·45•20• R•25,00' A"'J9,60'

-·-

--	--
gN
-	-

§

.,
-  -
...

g	g
�:,
0
(.)

--	Ji ---	LESSOUT

25.«l' '�-.. '-=ml --:8�a•��- B±W "-.-'.'-:"-:'-._- ---�-:.,�.	JI
�	PARCEL	_
-	sontoe..,,	s.W.	256th	STREET
S0U1ff u,a:f1F D£ tu: 1/4 a, S£C!10N »-
NOT 5\IRDIVIOE.D
P0Rl10H f1I' 11£ SCIISMAST 1/4 Cl' S£<mal :»--!l-40

A	•	C

CAMPO BELLO PHASE TWO - FILL CAP	
	Tll'E<f"nnm	SKETCH AND LEGAL DESCRIPTION	
RD,ARMENTEROS & FERNANDEZ, INC.
1950 N.W. 94th AVENUE, 2ndFLOOR DORAL, FLORIDA 33172
PH.(305) 477-6472
FAX (305) 470.2805	l>flT.	,
mi,,,i"""	SKETCH TO ACCOMPANY LEGAL DESCRIPTION LENNAR HOMES, LLC	
	"""'111 R.RODRIGUEZ
oc11£00J111
QfD!Dft	1=1,1m  1CH4-2019
ASSHOWN
PIIGfflNcc 16-066-1008	H1:I:	10
..-12 !11m	

r	(RAPlC scj·�	100·
( !Ji FE£T )

1 lbch - eo· tL

2-

5

tlOTSUBOMOf.D
PORUtlff Of lH£ SOU11itAST I/• Of so:1\0!1 --

A	a	C

CAMPO BELLO PHASE TWO - FILL CAP		
RD, ARMENTEROS &FERNANDEZ, INC.
1950 N.W. 94lhAVENUE, 2ndFLOOR DORAL,FLORIDA 33172
PH. (305) 477-6472
FAX (305) 470-2805	m£(>"l'fl>.o:u  SKETCH AND LEGAL DESCRIPTION		
	9111,_ 	SKETCH TO ACCOMPANY LEGAL DESCRIPTION
1111'/11111at	LENNAR HOMES,LLC		
	CJ!A»I st  R.ROORIGUEZ
m OfOOl rt.
OfJICIDlt.	=	ASSHOWN
DAm  1().14-2019

l'IIIUJ:I""' 16-068-1008	HI1l
11
($ 12 !KrT1I		

"

GRAPIDC SCALE ,	,

�80
(Dnrtrr )	1
1 lllch - 80' IL

i	S.W. 252nd STREET  1�
	N89'00'56"E 22♦.17'	"	

A=89"25'32·	tF-90"35'27"
R-25.00'	R=25.00'
A•39,02'	A=39.53'

N
§

�m
S..t
Ill
-  1-
3	"' <
II,.
§

...
§

25.00'
-	-	-l--N-8-8'5_1.,..'5-5"e--,E,-1�3.,,...7..,,..04'"�1', F=--t
.,
G
s	 	.-	�-J
t::i	O	I
�	g
-8	w	<-1---=- ..-=:::. -I I	I
;f,'.I	0..�II,. g;:	I
L)2	_JJ
ls-90'43'22"	M	.::: :•
R-25.00'	g	15
A==J9.59'
N88'52'02"E 111.69'	E ,T  �
�	S.W. 254nd STRE		 I�"'

B	
	
CAMPO BELLO PHASE TWO - FILL CAP	
FORD, ARMENTEROS &FERNANDEZ, INC.
1950 N.W. 94th AVENUE, 2ndFLOOR DORAL,FLORIDA 33172
PH. (305) 477-6472
FAX (305) 470-2805	TlfEa-PIIUC!J  SKETCH AND LEGAL DESCRIPTION	
	,...,_,	SKETCH TO ACCOMPANY LEGAL DESCRIPTION
lllll'mD111t	LENNAR HOMES LLC	
	INWIIt  R.ROOR!GUEZ
oo:.ommrc
om!lllt.	DAT£: 10-14-2019
=e 	ASSHOWN
l'!IM'.C1"" 16-066-IOOB	Stm:
12
.. 129ms	

Summary of Contamination

MIAtW 6601475.1 72393/84384

Site Assessment Summary Diaz Farms, Phase 2
SW 254th Street and SW 107th Avenue Miami-Dade County, Florida
HWR-927/ File-N/A

The overall Site is located in the vicinity of SW 254th Street and SW 107th Avenue in Miami-Dade County and occupies approximately 44 acres. The overall Site and immediate surrounding area was formerly utilized for agricultural purposes since at least 1940 and is currently being redeveloped into a multi-family (townhomes) and single family residential community. Based on the historical agricultural use of the property, arsenic-impacted soil and groundwater have been documented and reported to the Miami Dade County Department of Environmental Resources Management (DERM). The source of arsenic has been attributed to the larger regional agricultural development and the legal application of pesticides and herbicides. The Property, described as the Phase 2 Closure Area which is located within the overall Site boundary, is comprised of approximately 22 acres, as shown on Exhibit B, Figure 1.
Site assessment activities were conducted for the overall Site starting in June 2018 and concluding in 2019, which identified arsenic soil and groundwater contamination. Leachable soil arsenic concentrations were identified in one area of the Site, based on synthetic precipitation leaching
procedure testing. Beta-BHC exceeded the leachability-based soil cleanup target level in a portion of the Site, but has not been identified in the groundwater above the groundwater cleanup target level.
Based on the Phase 11 Environmental Site Assessment Report dated August 2, 2018, and Contamination Assessment Report dated February 5, 2019, submitted by Ayden Environmental, soil
■
consistently reported arsenic concentrations throughout the Site above the Residential Soil Cleanup
Target Level of 2.1 mg/kg from the 0-6 inch and 6-24 inch intervals. Historical soil analytical results are summarized in Exhibit B, Table 1 through Exhibit B, Table 3 and shown on Exhibit 8, Figure 2 and Exhibit B, Figure 3. Additional soil assessment activities in the northeastern portion of the Site were conducted by SCS Engineers as documented in the Soil Management Plan dated March 27, 2019.

•

•

These sampling locations and results are provided in Exhibit B, Table 4 and Exhibit B, Rgure 4. Groundwater and soil assessment was conducted in the Throssell Parcel, 1.ocated in the southwest portion of the Site and included as Phase 2, in February 2019 and September 2019. The results are documented in the Site Assessment Report Addendum dated June 10, 2019 and Soil Sampling Report dated October 22, 2019, submitted by SGS Engineers. The soil sampling locations and results are provided on Exhibit 8, Table 5 and Exhibit B, Figure 5.
1-listorical groundwater arsenic concentrations range from below detection limits to 80 micrograms per liter, as documented in the Groundwater Sampling Report dated March 20, 2019, submitted by SCS Engineers. Historical and recent groundwater analytical results are summarized in Exhibit 8, Table 6 through Exhibit B, Table 8 and shown on Exhibit B, Figure 6.
The Soil Management Plan dated March 27, 2019, submitted by SCS Engineers indicated that an engineering control consisting of a two foot soil cap of imported clean-fill material will be implemented on the Site.
To monitor groundwater conditions, a Monitoring Only Plan in support of No Further Action with Conditions was submitted to DERM on April 16, 2019, and was approved by DERM with conditions/modifications in their June 14, 2019 correspondence. The approximate locations of the former and existing monitoring wells are shown on Exhibit B, Figure 6. The Second and Third Quarter

22 of 56

groundwater sampling events have been completed, as documented in the Second Quarter Groundwater Monitoring Report dated June 25, 2019 and Third Quarterly Groundwater Monitoring Report dated October 23, 2019. The groundwater impacts at the Site will be managed through a No Further Action with Conditions closure pursuant to Section 24-44 (2)(k)(ii), Code of Miami-Dade County, via the implementation of institutional controls consisting of groundwater restrictions, if it is demonstrated via pending groundwater assessment and monitoring that the No Further Action with Conditions criteria are met. If the No Further Action with Conditions criteria are not met, then groundwater remediation will be required.

■

Figures

Exhibit B- Historical Site Assessment
Diaz Forms- Phase 2	www.scsenaineers.com

.'•-./
'-

I C

------.
/TT
/

II ----

��

//	ij

�

,.

I•
��
#
-

-.
(

;
�
!
g

..

...	L
�
ii:
0
X
�
j

i

2

I,L.,
�r	.	�
1rl "''-'����	/V��our	EXHIBIT B, FIGURE 1
��	Phase 2 Closure Area

..

9"'	SW 254th Street &SW 107th Avenue

:	Miami-Dade County, FL

S

a.
c	SC  ENGINEERS	0

200

400	N

0l	Miami, FL	November 2019

•••c::==:JFeel	A

a ...	....._-:2;:-:5=-0-:f:-::5:-'.:::6�---'--------'		J

Grid-I /,rw,ic o.6in 4.1
6-24ia U

Grid-II An<mc
0-6ia  S.3
6-24 in ).9

Gri4-2 Arunic
0-6 ia  9.1
6-24 in 6.4

Grid-ID /,,scoic
0-6 ia  6.8
6-24 io 2.l

Grid-J Ar><nic 0-6ill 6.)
6-24 ill C,t

#----'-----------+------.	Ii

.	\

.1., �'...
.-.

i

t
Grid.-16 1,,.,oic
; Miin 3_1
I 6-24 iA l..S  t
!

....

!

i

Grid-14 Arscllie
0-6in U
6-14 ia 22

Grid-11 Ar>enic
0-6 ia  S.2
6-24 in 4.2
I

Grid-9 A1>eoic 0-6 '" 9.0
6-24 ia 2.5

Grid-I A...nic
�in: 1.3 I i;.24 in 3.9 I

I 7	'Ond-111::- Gncl-1 AB<nic	Grid-4i ABCaic

i

Ii Grid-4 /,<1<JUC
.-  0-6in ,_o
\	6-24 ia 3.S

Grid.•!5 Ars.caic
11-6in U
� 6-2-t in 1.6

.. i

-

0 61  4 O

0-6 ia  7.1

11-6 ia  7.3

L J.	  ·�).  L-1,,•'•6-•2•4•in•4•.l--••6•·2•4•in•4•.6----

(
.g
!!
JC
I	Grid-20 Ancoi.c

<i-6;,. S.I
,._24io SI

I Ori4-21 Arsenic

j 11-6 ia  4.9
! 6-24 in 3.9
i

I

Grid-22 Am:nic
11-6 la  4.4
6-24 ia J.9

§

N

NOTPART OF
.A..I OV!;RAlLSITE
/V'      ���OstTE   /'   /     !��t�1�1TI;	r-V	BOUNDARY
SAMPLING	EXHIBIT 81 FIGURE 2
Historical Soil Sarnpling Summary - Composite SW 254th Street & SW 107th Avenue
Miami-Dade County, FL	
	SCS	ENGINEERS	0	200	400	AN	
				Feet		
	Miami, FL	November 2019					
l'lotes: unlls are In milllgrams per la1og111m (mg/Ilg)							

u,
�
�
!!,
<ll
�
"i;'
�
�
�g

1	�	_s;.��

DCJ-H
0 ...5 in

Cl

6-24 in

Arsenic 15
8.9

Dtl-G
D-6 .in
6-24 in

AnleRic
5.6
5.1

DU-k
0-1, in
6-24 in

Ar:senic
,zo
-5.0

00-L
0-6 in
•-it i,,

Ars�mic
38
B.6

,."_'
�\..'.

..,..-.
,' < •'

oo--G	Arsenic
G-E in.	5,6
6-24 1n  5,1

DU-t	Araenic
0-6 in	LO

I

6-24 in	6.2

00-.l
D-6 in
o-24 1-n

Arsenic
9.C
9.1

/lLsenlc
6.1

DU-£	Arsenic
0-6 in	5.7
-6-24 in	S-.2

4.8

00-C	Arserdc
o-6 in	4.6

I

5--24 in	5.5
I

r

I 171:. I

DU-&
0-6 ll\
6-24 in

Ar.senic
5.1
,. 1

r.

r

·,1 --L--�J----===�t.�---- ...	•
I
i	

DO-A
0-6 i.b
6-2C :ln

Arsenic:
.).3
3.5

au-a
0-6 in
6-24 in

Arsenic
6.l/f.1/C.9
>.8/4.5/5.4

j,1	:-=:::-'."==	,	"'����-,C...	t

UJ • '•· UNIT	ATTIMEOF	r...,, BOUNDA.RV

�ti• �·,,DECISION	/'

NOTPARTOF
/SUBJla{:TSITE

A.., OVERAlLSITla	EXHIBIT 8, FIGURE 3

�	SAMPLING	Historical Soil Sampling Summary - ISM

�

lJ,	SW 254th Street & SW 107th Avenue
(!)	Miami-Dade County, FL

E

	SCS  ENGINEERS

0

200

400

L---:M:ia=m-i-, F=L-'=-==-N-o-ve-m-b'e-r-2-0-1-9------'	--..

Feet

N
A

o.

:ii.
�ll Notes:units are In mllllgrams perldlogram (mg/kg).	

Wdl  Ul--2!!!._.1...!!,_) Sl"l.P As 5B<1.. tJl012/U/20191 U,I  I 1',t

�
91 l

-

"'tJLl ID1	1�1�

e.Ll I l�l�I...!!.!::!.	!
:•••••••••••••••••••••••  SB-4  12/22/20191 9.3 l t.�

(!.)

1.,1.  12/ZZ/201	I �.6

,	ell IO	·1	ew_.t...4LI�.-.-1-IO	l	•_-••--I-J\-,-I-TC-,-,-/1...,•
,-...,....�( _,:}�...,....---j=�--_;::"::•::l;'S;,,;<.;;.•c;;;<=il;;;•;,.:1,;;.2/a,;2;,,;t.:.1;;;1";,,;li'.:.1.a•a;.·;.•_,l..a;lO;.... , 511, C&ntctr Mt.l2/1S/20191 1.1 I 0.071 u
clt  1D	(----B!!.!_l_!!  l tCl,P Mi	•

:

SB C.f'nt:ftr NliJ2/15/20UI 11.4 I O.Oil U	(!)

.•.11.

 0 	
Yell tD	I  D,u.eo  I Aa	I 1'CLP A3

tJJf�l...}L..t�
 IZ/12/ZOUI C.S I C. l	

dJ.  I.Pl�l-.!!....,_t SPLP Ae li'!,-�2O12/1!/20191 U.5 I 11

SB Cie"tt>:r SWl�t"'"'ioTJ�	(i)

..

:	Wall Ip 	I....J!!S!._ l_¼!._1 TCl,P A•
	.	Df\ contn Stl Z/U/2019 I t.J  I 0, 011 .IJ

,---------...,...--,---,

:ns-:i  ,�	1T.T  ,-,-.--•

ell  101	DU.•  I A�  l IPLP A�	Ci)

G---.: :�;ID:l7imm:-rr:-r:�

"' 1 ID!�I��SPLP � 	�
:•••••• ••• •••..•••••....••- •• sa-6  l'-/U:/201.91 +,;.s I	12

'ell IDl ll!S.!!.,_L.a.!...,_I SPLP JU ai-51012/15/'20191 �..,.  J &.f',	
�	I�	I _a!_I� 981-SZOl::t/a/2019( 5.8 ! 1., 

Legend
0	Soil Boring Locations

.m..........

••••••••I••
: ,	: Decision Unit M

Notes:
mgll<g = milligrams per kilogram
m.g/L= mllttgrams per liter
µgtL"micrograms per Liter	.
Groundwater Cleanup Target Levels (GCTLs) are specifiedIn TableI of Chapter 24. Code ofMiami-Dade Counly. Soil Cleanup Target Levels are specifiedIn Table II of Chapter 24, Code of Miami-Dade County.
BOLDEO concentra�on exceeds the applicable residential soll cleanup target leveland/or GCTL. BOLOE:O /TALJCIZED concenlratlon exceeds the applicable oommericlalllndustrial son cleanup target level SPLP a Sollprecipitation leaching procedure

ENGINEERS

SCS

TCLP =Toxlclly Character!srlc Leaching Procedure

EXHIBIT 81 FIGURE 4
Soil Summary DU-M Area SW 256th Street & 107th Avenue
Miami-Dade County, FL

Stockpile location

Arsenic (As) concentrations arereported !n mg/kg.	0	10 20	AN
SPLP As concentraUons are,reported In ug/L	i--a=====;;;;...-,---------1	Feet

TCLP As concentrations are reportedIn mg/L	8 of 55	.. --'M=la"'m-"l.'"F""L"-_.. N_o_v_e_m_b_e_r 2_0_1_9_...

	

■ ■	■ ••  ■
■
■	■	■
■
■	■
UJ
■	■	=zi
w
■	• • ••	■	�
00
0
..-
sen:
•  • •
.4.	.4.	...
.4.	...	...
•	
Legend
	EXHIBIT B, FIGURE 5
Throssell Property - Soil Boring Locations Map	
Soil Boring Location= CS-1  /'v	Project Boundary	25320 SW 108th Avenue
Soil Boring Location= CS-2	Miami-Dade County, Florida
A	Soll Boring Location = CS-3	0	25	50	AN
i-=======::::;=======--i	Feet
.	•...::s..::.;am.:.;,P:..;;;lln""'g"-'-R.:..:.e::..:suc:..::11s:...,:P:.:..:ro::..:,;vi..::.;de::..:d...::o.:.:...n:::Exh.:..;;i=.:bi.:....B:t;;,.:...,:.;Ta;;.::,b;.;;.le..::.;5."-,,-,,------M-ia_m_i.:.:..'_F  L	--'-_N_ov_e_m_b_e_r_20_1_9_	_.		

�

.6.

i�

o	_J
29 of 56

'1"11W•7/7R
Data	t Ar:ienic
2/14/2019[�
�10-961
9/912an r"""o.rrT"

		TMll·lO	 01te		t Arsenic 2/14/2019l"T:5'TT'"

oa.te	I
5/7/2019 I 4,3

Date	J

1'at�	l Araanic.
2/H/20HI�

0.ci0 t
5.4
12.,
8.0

Dc1lv	I
2/15/20191
	 5/6/2019 I

n!W-42
tlitte	I Ar5eniC
 2/15/20191 L4	

TMW-18

9/11/20191

ate	l Jl.rse:ni.c
2/15/20191�
n.lil-14/UR
Date	f Arsenic
2/14/2019! 3.1
s111201g 1 20.0
S/22/201'1 33.D
9/10/2019 t 4. 9
HW-2

Date	l Arsenic

.

2/20/20191 f .s

•
t>.Jte:	f
2/15/20191
5/9/2019 I

Dilte	I Ar:senic
12/l7/211181�	
	n<W-1'	
Date	I J\r.:senic
2/U/20191�	
nllf-21
O.at.e	l Arsenic
2/ 15/20191 1. J

nm-26
0.te	I Arsenic:
2/19/20151 1.1

TMW•2.2

	 nra-Jo

M>f-5

	 :tMll-34

'

nate	I Anenlc
2/20/ZOUI�

nlll-36
Date	I Atsanic
,JU	20191 o.5a u
5/8/2019 I 0.50 U

	.Dfil'-37
Date	f
2/20/2019) 0.11 I SI8/2019 f O.86 T

2/20/20191 O.S7
 5/8/2019 I 1.0 

	Hlf-S		TM!f-33	
Date	I Ats•nic		
2/15/20191�	 Date	I Arsenic	

l'.1J	-.-	!:::J.�1�1=12=0=1=9�1�1=.o§:::=:=:=:!...	==:	J

�

,.	MONITORING ,,..._ ,-SITE	'✓ NOTPART OF
uJ	U	WELL	'  "  LAYOUT/	.SUBJECTSITE
0

A. I OVERALL SITE·

r ,,..

BOUNDARY

EXHIBIT 8, FIGURE 6
Historical Groundwater Summary

ll: Notes: µg/L� Micrograms perliter
0 GCTLs� Groundwaler Cleanup Target Levels specified In TableI of Chapfer 24, Code of
\:I Miami-Dade Counly.
� BOLOEO concenlration exceeds In! app&cable Gen.
4- U = The compound wasanaly-£ed for but not delecled above lhe laboralory method
It.delectlon limit (MDL).
� Is Thareported value Is between Ille laboratory MDLand Che laboratory pracUcal
§ quantitallonllmil(POL).

SW 256th Street & SW 107th Avenue Miami-Dade County, FL

N

A

SCS 	ENGINEERS	0	200	400

N

Feet

cg,LA.  lsenic concencrauonsruemportedlnug/L

_.	M_iami.,;_F...L.,.

.1....

ovember 2019

...J.	J

Tables

Exhibit B- Hisfo,ical Sile Assessment
Diaz Farms - Phase 2	www.scsenqjneers.com

Exhibit 8, Table 1: Soil Analytical Results - Composite - Arsenic

Sample	
Date	Total Arsenic	SPLP Arsenic	
Depth (bis)		0-6 in	6-24 in	0-6 in	6-	24 in	
Units		mg/kg	ug/L	
Grid-1	6/22/2018	4.1	6.8	5.2	8.3	
Grid-2	6/22/2018	9.1	6.4	4.8	9.4	
Grid-3	6/22/2018	6.3	4.1	6.7	7.6	
Grid-4	6/22/2018	7	3.8	7.3	5.8	
Grid-5	6/22/2018	6.8	2.6	7.8	7.8	
Grid-6	6/22/2018	7.3	4.6	8.6	5.8	
Grid-7	6/22/2018	7.8	4.3	7.9	5.1	
Grid-8	6/22/2018	8.3	3.9	6	5.6	
Grid-9	6/22/2018	9	2.5	8.3	6.5	
Grid-10	6/22/2018	6.8	2.2	5.4	4.8	
Grid-11	6/22/2018	5.5	3.9	7.3	3.7	
Grid-12	6/22/2018	6.8	2.7	5.3	4.2	
Grid-13	6/22/2018	7.2	2.4	5.6	4	
Grid-14	6/22/2018	8.8	2.2	8.2	3.5	
Grid-15	6/22/2018	6.9	4.1	7.8	3	
Grid-16	6/22/2018	3.8	3.5	4.6	3.4	
Grid-17	6/22/2018	5.2	4.2	4	3.7	
Grid-18	6/22/2018	4.0	6.0	3.9	3.9	
Grid-19	6/22/2018	3.1	4.9	3.8	7.4	
Grid-20	6/22/2018	5.1	5.8	4.5	4.9	
Grid-21	6/22/2018	4.9	3.9	5.5	3.8	
Grid-22	6/22/2018	4.4	3.9	4	3.7	
Direct Exoosure Residential	2.1	--
-	
Direct Exposure Commercial/Industrial	12		
Miami-Dade Background MVUE*	7.0	5.0	-	
Groundwater Cleanup Taraet Level	-	10	

Diaz Farms Facility Miami-Dade County, FL

•

•

Notes:
Soil Cleanup Target Level (SCTL) as defined in Chapter 24 of the Code of Miami-Dade County.
"Minimum-variance unbiased estimator (MVUE) values are from the 2014 Miami-Dade County Anthropogenic
Background Study
ug/L = micrograms per Liter; mg/kg = milligrams per kilogram
Balded concentrations exceed the applicable cleanup target level and/or background MVUE. bis :::: below land surface
SPLP = Synthetic Precipitation Leaching Procedure
- = Not applicable in= inches

Exhibit B, Table 2: Soil Analytical Results - Composite" Pesticides/Herbicides
Diaz Farms Facility Miami-Dade County, FL

	Units	Residential SCTL	Leachability based on Groundwater Criteria CTL	

1A-11A	

12A-22A	
1B-11B	
12B-228	
		Date	6/22/2018	6/22/2018	6/22/2018	6/22/2018	
8081 Organochlorine Pesticides	
4.4-DDD	mg/ka	4.2	5.8	0.00079 u, Y	0. 00078 U, Y	0.00075 u, Y	0.0013 I Y	
4,4-DDT	mq/kq	2.9	11	0.0013 U, Y	0.0013 U,Y	0.0013 U,Y	0.082 Y	
Remainino Analvtes	mo/ko	Various	Various	BDL	BDL	BDL	BDL	
8141A Organophosphorus Pesticides	
Tarqeted Analvtes	mq/kq	Various	Various	BDL	BDL	BDL	BDL	
8151A Herbicides	
Targeted Analytes	mg/kq	Various	Various	BDL	BDL	BDL	BDL	

Notes:
mg/kg - milligrams per kilogram SCTL - Soil Cleanup Target Level
I - The reported value is between the laboratory method detection limit (MDL) and the laboratory practical quantitation limit (PQL).
U - Compound was analyzed for but not detected BDL - Below laboratory method detection limits Y - Improper Preservation

Exhlblt B, Table 3: Soll Analvtlcal Results·ISM
OazFarms Facmty
Miaml-D,odo County, Fl.

0-6Inch.ts bl, OU SoUSample Results	
Anl\1'{111	U�II	bir�ct
Expaai,n,, Rtsldontlal SClL	Olrt!cl E1tp01ure Comm&rcloi
SCTL	M�i..Oada Anthropogenic Bactcgraund
MVUE'	L.4!ic:hobinty ba1ed.on Groundwaior CrlttrfQ CTI.	Gro1.111d...,.�r Cleanup Target Levol

-	f,..A	II-A	C•A	D-A	E-A	f-A	G•A	H-A	I-A	J-A	K•A	WI	M•A	O•A	P•A	
							12111MI	12118/11	12118/18	121U/18	12111/11	12/19118	12118/19	12119111	1211'MI	12/19111	12/1,MI	12.11.'111	12111111	12118/U	12111111
...	
.A.rs11nlc	l!lo/Ko	2-,1	1-2.0	7.0	--		u	a.,	4,8	S,1	s.,	B,7	u	u	10	9,1	20		as	4.7		
Arsanlc SPi.?	1111111.			--		0-.01	ND	0,0050	0,0081	0,0053	ND	0.0059	0,0082	0,0051	0.0070	0.0077	0.0080	0.0'2	0.14	,D,0078	ND	
•·•·-ooo	IIJlll<Q	4200	22000	-	5800	-	NO	ND	8.0	NO	ND	ND	ND	ND	S.5	ND	ND	10	NO	NO	ND	
•.•·-DoE;	ug/Kg	t!IOO	'5000	-	16000		NO	ND	ND	ND	ND	ND	NO	ND	9.4	5-9	10	5,8	0	ND	NO	
IH'•DDT	U{l/l<jj	�DO	15000		11000	-	NO	NO	19	ND	NO	1A	NO	1.2	ND	15	20	110	7,3	ND	1-10	
•11>na-BliC	•on<o	100	800	-	0,3	--	NO	NO	NO	ND	NO	NO	NO	NO	ND	NO	NO	ND	NO	ND	ND	
t>cta-BHC	UQ/KQ	SOD	2'00		1,0		ND	ND	NO	ND	ND	i'ID	NO	NO	ND	NO	ND	ND	ND	ND	NO	
Dieldrtn	UQIKQ	60	300	--	z.o	--	NO	NO	NO	NO	NO	NO	NO	NO	NO	NO	NO	NO	NO	NO	NO	
f:nda.!.Ulfal\ suiTalo	uon<Q	4�00D	7800000		3800	-	NO	NO	NO	ND	NO	NO	NO	NO	ND	NO	NO	u	ND	ND	ND	
Hep-1:i.c�IOr apo,clo:a	UOIKR	100	500	-	soc		ND	NO	NO	ND	ND	ND	ND	NO	ND	ND	NO	NO	NO	1-10	NO	
,.2:, inches t,I,; OU Soll SamDID RfllUlt&	
Annlyte	Unit	Dlnl<I
E:xposure Rtsid1n1lat
sen.	Cfrcct Expo,uro
Commerdat
SCTL	Miamf-O•da Anthropogtrnlt Sackoround
.,VUE"	Loachabltlty
buod on
Gr01..nciwatcr
c,11crl11en..
-	Gtoundwalat
Cl&anup
Tatgot Lewi
-	A-8	B•B	C-B	D-B	E-B	F-B	G-a

,.,	H-B	1-B	J.a	K-B	l.,.B	M•B	0-S	P-B	
Ars.cnte	mgll(g	2-,1	\2-,0	5,0			3,5	6,0	,.s	,.a	u	5.Z		5.4	i.Z	&.1	i.0	•-•	u	4.5	6,4	
Arsl!!ln1c. SPLP	mg/I.			--	-	o.o,	ND	MOSS	0.0083	NO	D,00115	0,0062	0.0053	0,0049	0.0047	0,0082	ND	0.0063	0.0051	0,0058	0.0081	
4,4'-000	\IQ/Ko	4200	22000	-	5800	--	NO	ND	NO	ND	ND	ND	ND	NO	NO	ND	ND	ND	NO	NO	ND	
M'·DOE	ug/Kg	2900	15000		nooo		NO	NO	ND	NO	ND	NO	ND	NO	2.8	4.5	1.5	1.7	17	ND	ND	
4,4'-00T	Ug/l<R	2800	15000	-	11000	--	ND	NO	ND	NO	ND	NO	ND	NO	2.4	S.9	1,7	52	u	ND	ND	
OIPPl:l•BliC	Vn/KO	100	BOO		D,3		NO	ND	ND	ND	NO	ND	ND	NO	NO	ND	NC	ND	NO	NO	ND	
bei••BHC	ug/Kg	.500	2400	--	1.0	--	NO	NO	NO	NO	NO	1.6"	12"	f.2"	NO	NO	ND	ND	ND	ND	NO	
O!el<IM	Vo/KO	80	300	-	2.0	-	1.1	NO	ND	ND	NO	ND	ND	NO	NO	NO	NO	ND	ND	NO	ND	
Endasuffdn SUH'OID	•o/KR	450000	7800000	-	3800	-	ND	NO	ND	NO	ND	ND	NO	NO	ND	ND	NO	ND	NO	NO	NO	
Herm,ct1tor i,�c,xlClo	u(a/k:Q	100	500		800		NO	ND	ND	NO	ND	NO	ND	ND	ND	ND	NO	1.4	u	NO	ND	

Notas:
sen II Soll Cleamip Target Levelos donnac:In Ctlaptor24 ortha coe1a of Mllmf-Oado county. ND a Compo1Jnd 3nQly:z:&d fat but not dtltll!!Cltd abDVP.).aborotory tnothOd delod�A llmll
I • vefuobo!woon laboratory fflOtllod�ted!Dn limit and pr•otleelquo111Wion &mk
"Mlnlmwn-va�nncount>!D1od esl!malOr (MWe)value• ero�om rh• 2014 Miami-Dado Coull!y Anlhropogonlc 8ael<lJmund Slvdy
i,glkg • m)crograrN per kllogl'D,n; mgl'K;=- mllfforarm p.erkllcgram; mgll.1: mURgrarm par Ll:ler B.alded eoricetntndlcns &xceadlh• 1ppllcabkli doonup largot level and/or bDGkgRliund •,WUE. Boldodff•llc/zod conoon11111om with" exoeed lt\t leoeh1l>fl�y btsedon gn,undWotor c:ltorta.
bis• below l11nd ,ul'fac.e
OU • Decision UnH
ISM • lnctarnonlat Ssmptl'.no Melhod
SPLP.Synlhollc P,eclpflollon LHChlng Pn,oaduri,
- a:Not1J)ptic.ob1e

Exhibit B, Table 4: Soil Analytical Results• Discrete (DU-M Area)
Diaz Farms Facility Miami Dade County, FL

Sample	Arsenic	SPLP Arsenic	TCLP Arsenic	
Location	Date	{mg/kg)	(ug/L)	{mg/L)	
S8-1 (slockp�e)	2/22/2019	3.9	10	-	
S9-1 (0-61	2/22/2019	3.0	5.6	-	
S8-2(0-61	2/22/2019	4.8	13	-	
S8-3(0-61	2/2212019	7.3	14	-	
S8-4 (0-61	2122/2019	9.3	9.5	-	
SB-5 (0-6")	2/22/2019	4.5	4.3	-
-	
SB-6(0-61	2/22/2019	16.5	12	-	
SB-7 (0-61	2/22/2019	9,5	12		
SB-8 (0-61	2/22/2019	12,6	1.7	-	
SB-9(0-61	2/2212019	15.2	8.7
-	-	
SB Center NW (o-6")	2/15/2019	11.4		0.071 U	
SB Center NE (0-61	2/15/2019	7.1	-	0.071U	
SB Center SE (0-6')	2/15/2019	4.3	-	0.071 U	
SB Center SW (0-6")	2/1512019	10.6	-	0.071U	
S81-N10 (0-61	2/15/2019	8.7	9.4	-	
SB1-N20 (0-61	211512019	6.5	6.7	-
-	
SB1-N30 (0-61	2/1512019	7.6	5.9		
SB2-N10 (0-6")	2115/2019	6.6	8.7	-	
SB2-N20 (0-Sj	2/15/2019	9,7	7.2	-	
S82-N30 (0-61	211512019	10.1	6.6	-	
SB3-N10 (0-6")	2/1512019	10.S	7.6	--	
SB3-N20(0-6")	211512019	11.1	10.0	-	
SB3-N30(0-B"l	2/15/2019	10.2	6.4		
S84-N10 (0-6j	2/1512019	12,9	7.9	--	
SB-4--N20 (0-61	2/15/2019	10.7	7.7		
SB4-N30(0-61	2/1512019	9.1	6.6	-	
S81-S10 {0-61	2/15/2019	9.4	8.6	-	
SB1-S20 (0-61	2/1512019	5.8	7.9	-	
$B1-$30 (0-61	2/15/2019	8.1	11.0	-	
SB1-S40 (0-61	2/22/2019	6,7	30,0	-	
S82-S10 {0-61	2115/2019	7.1	6.4	-
-	
S82-S20 (0-6"l	2/15/2019	7,9	12.0		
S82-S30 (0-61	211512019	5.9	14.0	-
-	
S82-540 (0-61	2/22/2019	7.6	9.1		
S83-S10 (0-Bj	2/15/2019	7.3	7.0	-	
S83-S20 (0-6j	2115/2019	6.9	12.0	-
-	
S83-S30 (0-61	2115/2019	7.2	12.0		-	
S83-540 (0-61	2/22/2019	6	14.0			
S84-S10 (0-6j	2/15/2019	5.4	12.D	-
-		
S84-S20 (0--6")	2/15/2019	6.0	14.0		
S84-S30 (0-61	2115/2019	6.3	16,0	-
-	
S84-S40 (0-6")	2/22/2019	3.0	28.0	-	
SB1-E10 (0-6"}	2/1512019	13.1	10.0		
SB1-E20 f0-6"}	2/1512019	13,5	11.D	-
-	
SB1-E30 (0-6j	2115/2019	13.1	14.0	-	
SB1-E40 (0.6i	2/2212019	7.5	15,0		
S82-E10 (0-6"}	2/15/2019	8.6	8.8	-	
SB2-E20 (0-S")	2/15/2019	12.8	11.0	-
-	
SB2-E30 (0-ai	2115/2019	15.4	9.7		
				
Direct Exposure Residential	2.1	-	,....	
DirectExposure Commercial/Industrial	12	-	-	
Miami-Dade Background MVlJE	7.0		-	
Groundwater Cleanup TargelLevel	-	10		
TCLPCrilerfa	-	-	5000	
Notes.:.
mgl'<g =rn,l!,gramsMlogram
µgll.� m!ctO!lrams perUte,;mgll.=mlD,gramsJUter
G«JundwalerCleanup Ta�•t Leve!(GCTl) are speotledIn Tab.fa I orChaptor 24, Code of Miami-Dade C<>unly. SollCleanup Target Lewis arespecifiedin TableIf ofChapter 24, Co••of Miami-Oade County.
SOLDEO concentration exaieds the GCTI.or background MVUE. SPLP �SO'Jpredpilalion leacllingprocedure

TClP�Truddty Characterislicle.aching PnlCe<!!ml
"Minimum-variance unbiased es!imato,(MVUE) values are from the 2014 Miami-Dade COUnly Anthropogenic Background Srudy

35 of 56

SCS  ENGINEERS

Exhibit B, Table 5: Soil Analytical Results -Throssell Parcel
Diaz Farms Facility Miami Dade County, FL

Sample Anoly•ls	Loeo1tton	Leachoblrtty Bo•ed on Groui,dwntor
Criteria	
Dlrocc ElLposur,:
Resldenttal	0I,.,,ct
ElLpooure Commerclol /
lndu,trlal	Mloml-Oada 8aekgn>und MVUE (0-0.S'IO.S
2')	
CS·1 (0-0.5}	cs-, (0.5-2)	
CS-1(2-4)	COMPCS-2 (0-0.5')	COMPCS,2 (0.5-2')	COMP Cs-3
(0-0.5')	COMPCS-3
(0.5-2')	
	Date					3/612019	316/2019	316/2019	9/18/2018	8118/2019	S/1812018	8/1812019	
-	,.,
&PA 6020	
Arsonlc	"'"""		2.,	12	7,015.0
-	8.1	2.2	,.a		3.4	3.4	1.7	
Ba�um	malkQ	1,600	120	130,000		40.5	18.&	13.8	13.1	11.8	9.6		·9.3	
Cadmium	m""'"	7.5	82	1,700		0,38  '	0,094U	0,0841	0.19	0.111	O.OBSU	0	,07:lU	
Copoer	mg/ka	--	,so	89,000	--	17,5	5.71	4.8	11.1	6.3	6.4	2.01	
Lead	mQ/ka		400	1.400	-	28.5	4.5	5.1	12.9	&.8	7.1	1.8	
Manaanese	mollta	-	3.500	43.000		195	68.3	64.0	144	90.2	91.2	51,	5	
EPA 8081
-	
4.4'-000	m•-	5.8	4.2	22		0.00087 I	0.00055 U P1	0.00055U	0.00131 P1	0.00045 I	0.0034	0.000781. CH P1	
44'•00E	mn�a	1B	2.9	16	--	0.0051	0.0004B I P1	0.000371	0.00111	, CH. P1	0.00059 I, CH	0.0068CH	0.002	I P1	
4.4'-DOT	mn  ,n	11	2.9	15		0.011	0.00041 U P1	0.00040 U	0,00091 I. P1	0,000531	0.0061	0.00111 P1	
Aldrin	m• ,n	0.2	0.06	0.3	--	0.000079 U	0.00025UP1	0.00024 U	0.00023 U P1	0.000010 u	0.000077 U	0.00023U P1	
Chlordane (Tochnlcall	-Q	9,6	2.8	14		0.022U	0.087 U P1	0.005 U	0.0G3 U. J/C2). P1	0.021 U, J(C2l	0.033 JCC2l	0.063U P1	
Olaldrln	mo ,o	0.002	0.06	0.3	-	0.00211	0.000431 P1	0.000581	0.000421.P1	0.000121	0.00131	0.00018 I,?,	
Endosullan I	m	'°	
3.8"	
A50•	
7600'	-	0.00028 I	0,00011U Pl	0.00010 U	0.00010 U, Pl	0.000033 U	0.000033 U	0.000099 U, P1	
Enoo,ulfan II	mn11<n					0.000078 U	0.0002�U P1	0.00024 U	0.00023 U. Pl	a.000015U	0.000076U	0.00023 U, P1	
e,ndosut:an sulfate	ma/ka				-	0.00014 I	0.00018 U P1	0.00018 U	0.00017 U, P1	0,000056U	0.000057U	0.00017 u. P1	
Endrin	mOIKO	1
-	25
-	510		0.000071 U	0.00022U P1	0.00022U	0.00021 U CU, P1	0.000068 U, CU	0.000221	0.0021 U, CU,P1	
Endrln oldehvd•	ffl"1k0	-		-	-	0.000090 U	0.00028 U P1	0.00028U	0,00026 U. P1	0.000087 U	0.000088 U	0.00026U P1	
Ei:ndrlnkOL<>ne	m,,/kn					0.00011 U	0.00034 U P1	0.00033U	0.00032U P1	0.00011 U	0.00011U	0,00032 U, Pl	
HeolBchlcr	mn,•n	23	0.2	1	-	0.000261	0.00017 U P1	0.00015 U	0.00060I. P1	0.000391	0.000901	0,00015 U P1	
Heotachlor ODOXide	mnNn	0,5	0,1	0.5		0.00131	0,00047 U P1	0.0004BU	0.00044 U, P1	0.00015 U	0.000491	0.00044 U, Pl	
Molhoxvchlor	mnll<n	180	420	8800	-	0.0014 U	0,0044 U P1	0.0044 U	0.0042U. P1	0.0014 U	0.0014 U	0.0042 U. P1	
Toxao�on&	ma/Ice	31	0.9	4,6	-	0.010 U	0.031U P1	0.031 U	0.029 U. P1	0,0096 U	0.0098U	0.029 U	, Pl	
aloha-BHC	=Nft	0.0003	o.,	0.6,	-	0.000094 U	0.00029 U Pl	0.00029U	0.00028 U, CU.Pl	0.000091 u. cu	0.000092 u. cu	0,00027 U CU P1	
beta,BHC	mg/kR	0.001	0.5	2.4	-	0.00011 U	0.00033 U P1	0.00032 U	0.00031U, P1	o.0001ou	0.000,0 U	0,00031 U, P1	
oelt.. BHC	mo/kn	C.2	24	490	-	0.00012 U	0.00037 U P1	0,000:l6 U	0.00035 U. CU,P1	0.00011 U cu	D,00012 U, CU	D.00035 U,	CU	,P1	
a•mme-i!HC (Unda"ol	malko	0.009	0.7	2.5		0.00020U	0.00083U P1	0.00062 U	0.00059 U. P1	0,00019 U	0.00020U	0.00059 U P1	

"

SCS  ENGINEERS

Exhibit B, Table 5: Soil Analytical Results - Throssell Parcel
Diaz Farms Facility Miami Dade County, FL

Coumaohos Oemeton,-0 and-s
Dla,inon OlohlC>l'IIOS Dlmelhoete Dlsulloton EPN IENTI
Ethooroo Etnvl Pnrolh\on Fensulrothlon
Fontnlon
Malathion
·Merchos MalhYI paraltlion
Movinohos Naled Pnorale Ronnel Stlro�nos Sulfo1ea
TEPP

"-'-"�"'"-

m nm

mn,kn mn,lm
m•-••
ITI"""
""'·k0
mR/l<a
m-�· m-�· mnllto mnllcn
ffl"'"
ma/lta
"m'"e"k"o'

~ ,n

m """

-

m ·-
m ,-_�
mcka

-
0.3

0.2
0.0006
0.006
0,09
0.02

-

0,005

-

0,01

4.2
0.5
0.08
om
0.1
0.3

--

1300

-

21

-

70
0.3
13
3.3
0.8

-

7.◄

-

19

1500
2.5
20
18
150
115
4200
--
-

-

-

450

1200
0.4
170
BG 18

-

120

310
-
24000
52
370
270
2400
320
8800
-

-

-
-

--

	Location	Lcoehoblllty Based on	
Direct Exposure	Direct Expoauro	Mltmi-Dado Bockground	CS-1(0-0.S)	CS-1 !O,S.-2)	CS-1 (2-4)		COMPCS-2
(0-0.S'I	COMP CS-2 (0.5-2')	COMPCS-3
(0-0,S')	COMPCs-3
(O.S-2'1	
S•mplo An•lys!£	D:ite	Gtoundwatar
Criteria	Realdontlal	Commorclol / lnduSlrlol	MVUE(0-0,5'/0.5
2')	3/612019	l/612019	3/612018		9/1B12019	9/1812019	9/1812018	911812019	
EPA 8141														
Azlnol10s•Me111Y1	m-�-	0,2	120	2400		0.00531 U	0.005ti8U	0,0053, U	I	0.00498U,O	o.oos,e u,a	0,00504 u, Q	0.00519U, Q	
Bols13r {SUlorofosl			-			0.00779 U	0,00630 U	o.oona u		0.0073U,Q	0.00159 u,a	0.0073BU, Q	0,D0761 U 0	
Ch!oroyrifos		15	250	6000		0.0130 U	0.0138 U	0.0130 U		0.0122 U, 0	0.0126 u.Q	0.0123 u.o	0.0127U, 0	

--
-
--
--
--
-
--
-
--
---

0.00958 U
0.004n JU
0.00628 U
0.013/l U
0,0278 U
0,00700 U
0,00720 JU
0.00654 IJ
0.00803 JU
0.0236 U
0,00855 U
0.00984 U
0.0075B JU
0.00941 U
0.0143 U
0.00588 U
o.ooee2 u
0.00814 U
0.00755 U
0.00543 U
0.221 JU

0.0102 U
0.0050BJU
0.00670 U
0,0145 U
0.0297 U
0.00748 U
0.00757 JU
0.00697 U
0.00855JU
0.0253 U
0.00911U
0.0105 U
B08JU
0.0100 U
0.0153 U
0.00628U
0.00706U
0.00855U
0.00805U
0.00578U
0.235 JU

0.00955U
0,00476J U
0.00628U
0.0136 U
0.0278 U
0.00899 U
0.00719 JU
0,00653 U
0.00802 J IJ
0.0237 U
0.00854 U
0.00983 U
0.00757 JU
0.00939U
0.0143 U O.OC587U 0.00661 U
0.00814 U
0.00754 U
0.00542LI
0.220JU

0.00896U. 0
o.00447 u. a
0.00589U, 0
0.0128U.O
0.0251 U 0
0.00656U Q
0,00675 u.J(L0),0
0.00613 u a
0,00752 U, JILOl,0
0.0223U, a
0,00B01 U.0
0,00922 u.a
0.0071U, J(LO),O
0.00862U, 0
0.013-4 U, Q
!J.00551u,o o.00G21 u.a 0.oos1e u.a
M0708U,Q
0,00509U, Q
0.201 u.a

o.ooa31 u a
0.00464 u.a
o.oos12 u.a
0.0133 u. a
0.0271 u. a
0.00682 u.a
0.00701 U JILOl,0
0.00637 u.0
0.00782 u, J/Ll)l,0
0.0231 u.0 o.00833 u.a
0.00958 U, 0
0.00738 U, JILOI, Q
o.0091e u.a
0.014 u,a
0.00572 U Q
o.o064s u.a
0.00598 u,a
0.00736 u,a
0.0053 U 0
0.21s u,a

0.00906U, a
0.00452U.O
0.00595U, 0
0.0129U,0
0.0264U,O
0.00863U,O
0.00682 U J" "' 0
0.00619U 0
0.00751U, J""',0
0.0225U,Q
0.00810U 0
o.00932u.a
0.00718U, JfLOl,Q
0.00891U, Q
0.0136U,Q
0.00557 U, 0 o.00627U O 0.00582U, Q
0,00715U 0
0,00514 U 0
0.209U 0

0.00034 u a
0.00466 u,a
0.00614 u.a
·0.0133 U, 0
o.0272U, 0
o.ooe84 u a 0.00703 u.Jri..6\a o.00638 u.a
0,00764 U JrLOl,Q
0.0232 u.a
0.00835U Q
0.009B2U,Q
0.00740 U, J7L0).0
o.oos19 u.a
◄0 u,a
0.00574 U, Q
0.00S47U, 0
o.ooooou a
0,00738U,Q
0.00530 u a
0.216U,O

Tokultllcn CProt1,olhiofosl	""'"'"	--

-	-	-

0.00849 U	0.00905U	0.008'18 U	0.00796 U,Q	0.00827 u,0	0.00805 U 0	0.00830 U 0

Trlchloronate EPAB151A

m,..,�

-

-
-	-	-

Cl.00934 U

0,00995U

0.00932 U

0.00875 u.o

0,00909 u,0

0.00884 u.Q

0.00912 u.0

2.4.S.T	mi:lko	0.4	690	9500		0.012U	0.013 U	0.013 U	0.0112 U	0.0117 U	0.0113 U	
2 4,5-T? fSllvexl	ma/kq	5,4	660	14,000		0.013 U	0.014 U	0.013 U	0.0141 U	0.0147U	0.0143 U	
2.4-D
2,4-DB
Dalaoon Olc:amba	ma/kn mnlkn mnn,n
m=•	0,7
-
2.6	770
-
2.300	13,000
-
40 000	--
-	0.018 U
0.023 U
0.014 U
0.016 U	0.018U
0.025U
0.015U
0.017U	0.017 U
0.024 U
0.015U
0.017 U	O.Oll925U
0.0391U
0.0149 U
0.0207 U	0.00961U
0.0407 U
0.0155 U
0,0215 U	0.00935U
0.0396 U
0,0151 U
0.0209 U	

0.0117U
0,0147 U
0.00964 U
0,0408 U
0.0155 U

-

0.0215 U

--�-

Olchlorooreo	ma/ka	0,3	370	5,800

--	0.025U	0.028U	0.027 U	0.0323 U	0.0335U	0.0325 U	0,0337 U

Dinoseb

ffl""'"	0.03	65	840

0.021U	0.023U	0.022U	0.00918 U	0.00954 U	0.00928U	0.00058 U

MCPA MCPP

mo/ka

35	500
64	800	-

15,2 U
15.5 U

16.4 U
18,7U

15.9 U
,a.1u

0.58'! U
0.484 U

0.607 U
0.503 U

0.500 U
0.489U

0.609U
0.504U

Notef!•
MVI.IE• Mlnl.mumVurlaneo V�asedosttmatora cstabbhad in t.h1t201,Mi.mi-Ondo Ctn.int-(Mthrope$tf'nlc BackgrcnmdStudy eotd o,:cc�da npplleiiblo.Oirai:tExposuro so»c:16anup '31gDt ttl:vtl(SC11.1Ct Mlad-Oad1Bacleg.,ound MVUE.
V • i:oric.en'tr��on wu be:low them'1hoddc:te:dlon111'ffll (MOL.).
J Ir I•  conc.ontt•Uon WU botwun lhe MOL and�=tictll c;,WmtltttJon Dmll (POL).
mg/kg•,nffllQrnm po,k4ogtllffl
- • NotAppilo•blo
P1 • rotldne o■m�o volum•Ml ucedIn lltll'Ddlonrea\.ltcno In olov1t11d repor'linlil Umlb
..• The C't\.;.i:is:ilh�• lo endo&uftm l. ondo1uU1111I�, •ncJ ttf1do11.Man1u1fata added1ogcther
J{I.DJ• EDUmatod Volua.Antl\'ltlreoovaryInlholaboratory oanuolHmpla[LCS) wu ""taid• oc !mllS, Q• SDrnploheldbaycnd tho1cce-ptedhDlding t!me.
CU• Ttlo�nlinu.tng ca.Ubt1�cm lor1hk. anolylets @OV(tI.Db-oratory acei!:pl=fa Utnlw.An•l)'to wa1not detected ebovethe reporting1ml Inant of 1ht aiicicllttd�mPIC1•
.,,,._::;::;c--::,e:;::::,,,_aH rofor WtitG20D<1"GuidMtG 11Vtl'laSelacth:mofMa!ytttnlMothadr.IUldlot!ticEv.Udot1at Pra-cd�O!.l:11t1UtatlonUmtt.'" lor""'1tntho POLlahl;horthen lhe CTL.

Exhibit B, Table 6: Groundwater Analytical Summary - Metals, Ammonia, Nitrate
Diaz Farms
Miami Dade County, FL

Location

Sample

Date

Arsenic
luo/ll

Barium

(U!IILI

Cadmium

(ugll)

Copper

(ugrt.}

Lead
lualll

Manganese
lua/ll

Ammonia
Ima/LI

Nllrale
lmolLl

TMW-1{Ttvosseill MW.1
MW-2 MW-3 MW-4 MW-5 MW<;

TMW-7/R

TMWS

TMW.9/R

TMW.10 TMW-11

TMW-12/R TMW-13 TMW-HIR

•

•

TMW-15 TM.,...16 TMW-17 TMW-18 TMW-19 TMW-20 TMW-21 TMW-22 TMW-23

TMW.24/R

TMW-25 TMW-26 TMW-27
TMW.28

•

TMW-2g TMW30 TMW-31
TMW.32/R TMW-33
TMW-34
TMW-35 TMW-36
TMW-37
TMW-38 TM\N-39

TM�

TMW-41 TMW-42 TMW-43
GCTls

317/2019
12/17/2018
12/17/2018
1211712018
12117/2018
12/17/2018
12117/2D18
2/1412019
5(7/2019
�/!!/2019 2/14/2019
5ll/2019
2/14/2019
519/2019
9/912019
9/2712019
2/14/2019
2115/2019
2/14/2019
2/1812019
5/6J2019
9/912019
2/1512019
2/14/2019
517/2019
5/22/2019
9/10/2019
2/1812019
2115/2019
211a/2019
21:!D/2019
21W2019
2/18/2019
2/151W19
2/15/2019
2120/2019
2115f.2.0f9
5/!!/2019
9/11/2019
2/f 4/2019
2/1912019
2/20/2019
2/19/2018
5/812019
2119/2019
2/20/2019
21:!0/2019
2/2012019
518/2019
9/19/2019
2/1512019
2/20/2019
2/20/2019
5/8/2019
2/19f.2.019
516/2019
2f.2.0/2019
51812019
2/19/2019
2126!2019
2/26/2019
515/2019
9/11!2019
2/26/2019
2126/2019
3(7/2017

1.0
7.1 U
7.1 U
7.1 U
7.1 U
7.1 U
7.1 U
0.591
0.91,1
0.591
4.0
4.3
0.601
5.◄
12.6
8.0
0.541
1.1
43.4
80.3
76.5
7.9
3Jl 3.7
20
33
4.9
0.761
5.-4
2.7
-4.5
1.1
0.661
1.3
1.6
-4.8
8.4
3.5
1.8
1.2
1.1
2.9
1.2
1.2
3.-4
0.681
2.0
1.2
0.73I
0.861
a.sou
0.901
0.571
1.0 o.50U 0.50U
0.711
0_851
0.551
38.1
0.51I
1.3
1.8
0.531
1.4
1.8
10

12.6

-

-
--
-
-
-
-

-

-
-
-

-

-
-
9.5
-
-
-
-
11.7
-
-

-

-
-

-

12.9

-

-

16.1

12.7
17.0
-
10.0
-
-
-
--
-
-
12.4
-
-
-

-

12.6
-
-
9.8

-

-
-
14.5
-

-

-
-
-
-
2000

0.050U

-

-
-
-
-
-
-
-
-
-
-
-
--
-
-
0.050U
-
-
-
-
0.050U
--

-

-
-
0.050U
-
-

-

0.050U
o.osou
Q050U
-
0.050U
-
-
-
-
-
-
-

-

0.050U
-
-
-
-

-

o.050U
-
-

-

0.050U
-
-
o.osou
-

-

-
-
-
-
-
5

1.5

-

-
-
--
-
-

-

-
-
-
-
-
-
-
0.93U
-
-
-

-

2.8
-
-
-

-

0.93U
-
1.3
-
16.7
2.2
-

-

0.93U
-
--
-
-
-

-

0.93U
-

-

1.2

-

-

-
0.93U
-
-

-

0.93U
-
-
-
-
1000

0.50U

-

-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.50U

-

-
-
-

-

O.SOU

-

-
-
-
0.50U
-
a.sou
a.sou a.sou
-

-

0.50U

-

--

-

--

-

0.50U
-
-
-

-

0.50U

-
0.50U
--
-
0.50U
-
-
-

-
15

8.5
-
-
-
-
-
-
-
-
-

-

-
-
-
-
-
-

-

2.8

--
-

-

3.2
-
-
-
-
9.2
-

-

6.1

1.6
7.2
-

-

4.9
-
-
-
-
-

-

17.6
-
-
-
2.3
-
-
-
5.3
-
-
-
4.1
-
-
-
--
-
-
50

0-035U
0.035U
0.035 U
0.035 U
0.035U
0.035U
o.o35U
-
-
-

-
-
-
-
-
-
-
-
-
-
-
-
-
-
--
-

-
-
--

-

-
-
-

-

-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
2.8

0.30
o.oe
0.025U Q,23 0.33
0.21
0,68
-
-
-

-
-
-
-
-
-
-
-
-
--

-

-
-

-
-
-
--
-
-
-
-
--
-

-
-
-
-
-
-
-
-
-
--
-
-
-
10

N"""'
pg&.=M<tO!I""'" perIJlu,maA-• ,11,rg,.,,,. po, IJl<r
- : Par.un«MMt anatyz:ed rar
GCTt..s,=Gt�et�p	Ta,g:et l,.e-:ds.,Jpea�inl.al::fel olChapter:,i:4, Cade.,,M�	Colsnty.
BOL-OEO�ex�the appk::a"Wa:GCTl
U-=-Th1'm! n-.pogndwas amly?:ed f0tbut r.otd.!!tu.ted��  �li&bm:tary metboddtte�tn'JttMDll,
I:=.Therl!!petft:e:f wlu�i:s to."Wr:en!helabonltocy MDL�ndthelaboral«v prar:tJc;af qu.nb:talillollmA.(POL).

Somple	4,4'-000	4,4'-00E	4,4'-DDT	Aldrin	Chlordane
(TechnicalI	Dloldrln	
Location	Oare	{ug/L)	(uglll	(ug/LJ	(ug/LJ	{ug/Ll	(ug/LJ	
TMW-1 IThrossaU)	317/20111	0.0085 U	0.0048 U	0,0048U	0.0014 U	0.17U	0.0049 I	
TMW-7	5/612019	0.0170 U	0.0164 U	0.0177 U	0.-00813 U	0.01177 U	0.00751U	
TMW•B	5/ll/2019	0.0170 U	0.0164 U	C.0177 U	0.00813 U	0.0977 U	0.00751 U	
TMW•9	5/9/2019	0.0086 U, 1p, J(L1)	0.0048 U 1p	0,0048 U, 1p,J(L1)	0.0014 U 1p	0,17 U1p	0.0019 U, 1p, J(L1)	
TMW-11	211512019	0.0086 U, 1p	0.0048 U. 1p	0.0048 U. 10	0.0014 U, 1P	0.17 u.1p	0.0019 U 10	
TMW-13	2/15/2019	0.0085 U, 1D	0.0048 U, 1p	0.0048 U, 1p	0.0014 U, to	D.17 U, 1p	D.0019 U, 10	
TMW-14(R)	516/2019	0.0170 U	0.0164 U	0.0177 U	0.00813 U	0.0977 U	0.00751 U	
	9/1012019	o.ooas u	0.0048 U	0.0048 U	0.0014 U	0.17 U	0.0019 U	
TMW.16	2115/2019	0.008S U, 1P	0.0048 U, 1p	0.0048 U,1P	0.0014 U, 1P	0,17 U, 1p	0.0019 U, tp	
TMW•17(R)	519/2019	o.oose u. 10, JCL11	0.0048 U, 1c	0.0048 U, 10,JrL1\	0.0014 U, 1o	0.17 U, 1o	0.0019U 1o,JIL1\	
	9/10/2019	0.0086 U	0.0048 U	0.0048 U	0.0014 U	0.17 U	0.0019 U	

TMW-19	2/14/2019	0.008S U	0.0048 U	0,0048 U	0.0014 U	0.17 U	0.0019 U	
	5/8/2018	0.0031 U	0,0025 U	0.0034 U	0.0035 U	0.047 U	0.0019 U	
	9110/2019	o.ooasu	0.0048 U	0.0048 U	0.0014 U	0.17 U	0.0019 U	
TMW-Z1	2115/2019	0,0085 U 1P	0,0048 U 1P	0.0048 U 1P	0,0014U 1P	0,17 U 1p	0.0019 U 1P	
TMW-22	2/1512019	0,0085U 1D	0.0048U 1P	0,0048 U 1p	0.0014U1P	0.17 U 1p	0,0019 U 1P	

TMW-24	2/1512019	0,0086 U 1p	0.0048 U 1p	0.0048U1p	0.0014 U 1p	0.17U 1p	0.0019 U 1p	
	519/2019	0.0085 U	0.0048 u,1)lc	0.0048 u,1p	0.0014 U, 1p	0.17u,1p	0,0019 u,1p	
	!l/1112019	0,0085 U, 1p	0.0048 U	0.0048 U	0.0014 U	0.17U	0.0019 U	
TMW,25	5/812019	0.0031 U	0.0025 U	0.0034 U	0.0035 U	0.047 U	0.0037 U	
TMW-28	518/2019	0.0086 U 1P	0.0048 U, 1P	0.0048 U, 1P	0.0014 U, 1P	0.17 U 1P	0,0019 U 1P	
TMW-29	2/19/2019	O.OOBS U 1p	0.0048U 1p	0,004BU 1p	0.0014 U1p	0.17 U 1p	0.0019 U 1p, cu	
TMW-31(R)	518/201B	0.0031 U	0.0025 U	0.0034 U	0.0035 U	0.047 U	0.0019 U	
	9/10/2019	0.0085 U	0.0048 U	0.0048 U	0.0014 U	0.17 U	0.0019 U	
TMVV•32(R)	6/1812019	0.0170 U	0.0164 U	0.0177 U	0.00813 U	0.0977 U	0.00751 U	
	9119/2019	0,0085 U	0.0048 U	0.0048 U	0.0014 U	0.17 U	0,0019 U	
TMW-33	2115/2019	0.0086 u,1p	0.0048 U, 1p	0.0048 u,1p	0.0014 u,1p	0.17 u,1p	0.0019 U, 1p	
TMW.36	2/1912019
2/19/2019	o,0090 U, 1p	0.0051 u,1p	0.0051 U, 1p	0.001s U, 1p	0.18 U, 1p	0.0020 U, 1p, CU	
TMW-38		0.0086 U,1p	0.0048 u,1p	0.0048 U, Ip	0.0014u, 1p	0,17 u.1p	0.0019 u,1p, cu	
TMW.40(R)	51612019	0.0170 U	0.0164 U	0.0177 U	0.00813 U	0,0977 U	0,00751 U	
	9/11/2019	0.00BS U	0.0048 U	0.0048 U	0.0014 U	0.17U	0,0019 U	
GCTLs	0,1	0,1	0.1	0.002	2	0.002	

Notes,
U ■ Tho compound waaanalyzed ror butnot doteeted obo\/e tholabora101y molhoddetection limit (MDL). I• Tho reported value Isbetween lh• labo,atory MDL andtholaboratory practicalquanllla!lon Umli(POL). J a Estimated value. Tho value•s outside oflabcrato,y es.tobNshed criteria�
• Not Appllcoblll/Not Avollable µglL ic microgram5 per lttcr
1p =A molrix splketmatrlx dupilcate was not performed for this batchdue to "1suffIcitinlnmpla volume.
CU• Thoeon11nulllg calibraUon for this analyte Isaoovolaboratory acceptance ltmMs. Aoalyte was not detected al:>ove!ht reportlnonmuIn any of Jhea&Socioted sampfoa, J(L1) ■ E.stimotod Votuc. Analyto recovery in the lat><>,alory controlaamplo (lCS)	,,above QC Kmito.Rewtts for lhl•analyte kl uaoclat�d sample• maybe biased hlQh,
·•Tho CTLappll•• ta endosulfan I, onoow�an II, &nd onck»ul!an su1ro10 Added togothor,
GCTL$• Groundwater Cle.tnup11'1101Lsvels spoclflod in Tablo I orChapter24,Codeof Mlaml-Oade Cctinty,

Pio•••rcferro !he 2004 "Guidanco forUle Selection of Anelytlcal Mothoda andtor thoEwlua1lon of Pmctlcal Quantita�on Umlts" forwhon tho PQ\.ls hlghorihan !he CTL.

Sample	Endosulfon1	Endosulfan II	Endosulfan sulfate	Endrln	Endr1n aldehyde	Endrtn ketone	
Location	Doto	jugll)	(u9/L)	(ug/L)	{UQ/ll	(ug/L)	(Ug/L)	
TMW-1 rthrosse1IT	317/2019	0.0049 U	0,0038 U	0.0059 U	0.0041 U	0,0034 U	0.0048 U	
TMW•7	516/2019	a.on; u	0.0176 U	0.019BU	0,0189 U	0.0142 U	0.0170 U	
TMW-B	5161:!019	0.0179 LI	0.0176U	0.0195 U	0.0189 U	0.0142 U	0.0170 U	
TMW-9	519/2019	0.0049 U 1P	0.0038 U 10	0.0060 U, 1D, JCL1)	0.0041 U, 1D, J(L11	0.0035 U, 1p, JIL11	0.0048 U, 10. Jll 1l	
TMW-11	2/15/2019	0,0048U 1D	0.0038 U 1D	0.0060 U, 1D	0.0041 U, 1P	0,0035 u,1p	0.0048 U, 1n	
TMW-13	2/15/2019	0.0049 U 1D	0.0038 U 1c	0.0059 U ,c	0,0041 U, 1o	0,0034 U, 1D	0.0048 u.10	
TMW-14(Rl	5/612019	0,0179 U	0.0176 U	0.0196 U	0.0189 U	0.0142 U	0.017 U	
	9/10/2019	0.0049U	0.0049 U	0,0059 U	0.0041 U	0.0034 U	0.0048 U	
TMW-16	2/15/2019	0.0049 U 1D	0.0038 U 10	0.0059 U 1D	0.0041 U 1D	0,0034 U 1D	0.0048 U 1p	
TMW•17(R)	51912019	0.0049 U 10	0.0038 U, 1o	0,0060 U, 1o, CU, JIL1l	0,0041 U, 1o. JIL1l	0.0035 U 1D, JCL1\	0.0048 U, 1p, JCLff	
	9/10/2019	0.0049 U	0.0038 U	0,0060 U	0.0041 U	0.0035 U	0.0048 U	

TMW-19	2/14/2019	0,0049 U	0.0038 U	0,0060 U	0,0041 U	0.0035 U	0.0048 U	
	518/2019	0,0017 U	0.0021 U	0.0025 U	0.0026 U	0.0030 U	0.0023U	
	9/10/2019	0.0049 U	0.003BU	0.0059 U	0.0041 U	0.0034 U	0.0048 U	
TMW-21	2/15/2019	0.0049 U, lo	0,0038 U 1P	0,0059 U, 1D	0.0041 U,10	0.0034 U, 1D	0.0048U .,.,-	
TMW-22	2/15/2019	0.0049 U, 1o	0,0038 U 1D	0,0058 U, 1P	0.0041 U	0.0034 U, 1p	0,0048 U, 10	

TMW-24	2/15/2019	0.0049 U, 1P	0.0038 U 1p	0.OOo0 U 1p	0.0041 U 1P	0,0035 U 1p	0,0048u.1p	
	519/2019	0,0049 u, 1p	0.0038 U, 1p	0.0060 U,1p	0,0041 U, 1o	0.0035 U, 1p	0.0048 U, 1P	
	9/11/2019	0.0048 U	0,0038 U	0.0059 V	0.0041 U	0.0034 U	0.0048 U	
TMW-25	5/812019	0.0017U	0.0021 U	0.0025 U	0,0026 U	0,0030 U	0.0023 U	
TMW-28	S/812019	0.0049 U, 1D	0.0038 U, 1D	0.0060 U, 1D	0,0041 U, 1c	0.0035 u,1p	0,0048U.1p	
TMW-29	2/1912019	0.0049 LI 1p	0.0039 U 1p	0.0060 U 1p, CU, J(L1)	0.0042 U 1p	0.0035U 1p, Jill)	0.0048 U. Ip, J(L1)	
TMW-31(R)	5/812019	0.0017U	0.0021 U	0.0025 U	0.0026 U	0.0030 U	0,0023 U	
	9110/2019	0.0049 U	0.0038 U	0.0059 U	0.0041 U	0.0034 U	0.0048 U	
TMW-32(R)	6118/2019	0.0179 U	0.0176 U	0,0186 U	0.0189 U	0.0142 U	0.0170 U	
	9/19/2019	0.0049 U	0.0038U	0.0059 U	0.0041 U	0.0034 U	0.0048 U	
TMW-33	2/15/2018	0.0049 U, 1P	0.0038 U, tp	0.0060 u,1p	0.0041 u.1p	0.0035 u, 1p	o.0048 u,,p	
TMW-36	2/19/2019	0.0052 u,1p	0.0041 U, 1p	0.0063 U 1p, CU, J(L1)	0.0044 u, 1p	0,0037 U 1p, J(L1)	0.0051 U, 1p,J(L1)	
TMW,S8	2/19/2019	O.D049 U, 1p	0.003S u,1p	0.0060 U 1p, CU, J(L1)	0.0041 u,1p	0.0035 U 1P, J(L1)	0.0048 U, 1p, J{L1)	
TMW-40{R)	SJB/2019	0.0179 U	0.0176 U	0,0186 U	0,0189 U	0.0142 U	0.0170 U	
	9/11/2019	0.0049 U	0.0038 U	0.0059 U	0.0041 U	0.0035 U	0.0048.U.	
GCTLs	42'	2	-		

No•u:
U• Th!! compoundwos.an•lv,cd tor•ut I\O•de•octed •bovo llto laboral<>fy melhoddetection llmll(MDl.l. I= Th• raportod volll• ls batweon Vie laboratory MOL and lhelabor81ary pracUcalquantrtatlon !mil (Pal). J • EsUmateid veil.le. Too valuols a,usidc! oflzib0ralory l!!�ta0Ushad cnt&ria.
• Not AppUcobl<!/NOtl'ovo!oblo
�g/L� lnlcn,grama perIller
1p•A mat�x si,llce/melrut dupUC.to w.. notporfonned forth!,balcll d<Jo to lnsuffldent sample volume.
CU• The continuingcallbrodon forthis •nolyiela obovolobora1a,y.cee1>1ance lltnlts. Analyla wa• not dot••••d abovo the n,potllng Bml1In any or the assocl81ed samples.
J(�I)• Esllmotod Votuo. Analytlt rocovory In lho laboratory control sample (LCS) was above QC limits. Rosu1ts lorlhl••••l'i••I• a.. ocl11odump I"' moy b<Ibias.cl high.
••Tho C:TL oppll•• laendosutla• I, ondasullan U, and ondosulfon sulfateaddod 1o;e1ner. GCTL1•Groundwater Cle,inup Tatgel Levels spoclOea In Table I ofChapter 2◄, Code ol Mlaml-Oedo Counl)I.

Please n,fer 10lh• 2004 "Guiden.. for lh• Solocllon of Analyllcal Molhods androrlhe Eval"atian of Pracllcal Quan1i100on Umits" rorwhen tho PQI.1,highertn•• lho CTL.

"

Exhibit B, Table 7: Groundwater Analytical Summary-Organochlorine Pesticides
Diaz Farms Faclllty Miami Dade County, FL

Sample	Heptachlor	Hoptachlor
opoxlde	Mcthoxychlor	Toxaphena	alpha-BHC	
Location	Date	(ug/L)	(ug/L)	(ug/L}	(ug/L)	{ug/LI	
TMW-1 IThrossel!I	3/7/2018	0.0059 U	0.0050 U	0.0092 U	0.24 U	0.0020 U	
TMW-7	516/2019	0.0108 U	0.0175 U	0.0193 U	0.168 U	0.0166 U	
TMW-B	5/612019	0.0108 U	0,0175 U	0.0193 U	0.168 U	0.0166 U	
TMW,9	6/912019	0.0060 U 1P	0.0050 U 1P	0.0092 U 1p J(L1)	0.24U1p	0.0020 U 1p	
TMW-11	2/1512019	0,0060 U 1o	o.oosou 1p	0.0092 U 1p	0.24 U 1p	0.0020 U 1p	
TMW-1'3	2/15/2019	0.0058 U 1D	0.00SOU 1P	0.0092 U 1p	0.24 U 1p	0.0020 U 1p	
TMW•14{R.)	516/2019	0.017 U	0.0108 U	0.0193 U	0.168 U	0.0166 U	
	9/10/2019	0.0048 U	0.0059 U	0.0092 U	0.24 U	0.0020U	
TMW-16	2/15/2019	0.0059 U 10	0.0050 U 10	0.0092 U 1D	0.24 U 1c	0.0020 U le	
TMW•17(R)	51912018	0.0060 U, 1P	0.0050 U, 1p	0,0092 u,1p	0.24 U, 1D	0.0020 U, 1D	
	9/10/2019	0,0050 U	0.0050 U	0.0092U	0,24 U	0.0020U	

TMW-19	2/14/2019	0,006 U	0.0050 U	0.0092 U	0.24 U	0.0020U	
	51812019	0.0035 U	0.0018 U	0,0048 U	0.20 U	0,0017 U	
	9/1012019	0.0059 U	0.0050 U	0.0092 U	0,24 U	0.0020 U	
TMW-21	2/1512D19	0.0059 U io	0.0050 U 1p	0.0092 U 11>	0.24 U 1D	0.0020 U 10	
TMW-22	2/1512019	0.0059 U 1D	0.0050U 1p	0.0092 U 1p	0,24U 1P	0.0020 U 1D	

TMW-24	2/1512019	0.0060 U ip	0.0050U1p	0.0092 U 1p	0.24U 1p	0,0020 U lp	
	51912019	o.0060 U, 1P	0.0050 U, 1P	0.0092 u,1p	0,24 u.1p	0.0020 u,1))	
	9/11/2019	0.0059 U	0.0049 U	0.0091 U	0.24 U	0.0020 U	
TMW-25	51812019	0.0035 U	0.0018U	0.0048 U	0.20 U	0.0017 U	
TMW-28	518/2019	0.006 u,1p	0,0050 u,1p	0.COS2 U, 1p	0.24 U. 1D	0.0020 u,1p	
TMW-29	2tl9/2019	0.0060 U1P	0.0050 U 1P	0.0093 U, 1P	0.24 U.1p	0.0020 U, 1p	
TMW-31(R)	518/2019	0.0035 U	0.0018 U	0.0048 U	0.20 U	0.0017U	
	9/10/2019	0.0059 U	0.004!! U	0.0091 U	0.24 U	0.0020 U	
TMW.32(R)	6/1812019	0.0108 U	0.017SU	0.0193 U	0.188 U	0.0166 U	
	9/1912019	0.0059 U	0.0050 U	0.0092.U	0.24 U	0.0020 U	
TMW,33	2/1512019	0.0060 U 1p	0.0050 U 1))	0.0092 u,1p	0.24 U, 1P	0.0020 U, 1p	
TMW-36	2/1012019	O.Q063U 1p	0.0053 U 1p	0.0098 U, 1p	0.25 u,1p	0.0021u,1p	
TMW-38	2119/2019	0.0060 U 1p	0.0050 U 1p	0.0092 U, 1p	0.24 u,1p	0,0020 u,1p	
TMW-40(R)	51612019	0.0108 U	0.0175 U	0.0193 U	0.1613 U	0.0168 U	
	9111/2019	0.0059 U	0.0050 U	0.0092 U	0.24 U	0.0020 U	
GCTI.s	0.4	0.2	40	3	0.006	

Noto:a:
U • Thocomoound wo•an•lY"'dfor be,,\not d•lcclod nbove lho laboraloly mo1hod detocllon l!mll(MDI.), I• Th• roponod valuels between the laboratory MDL and1h• lotoarato,y pracUcal QU011\ltatl0n Umll (PQL), JO E5dm1ued 1JakJ�. The valueleouiside of laooratoiy i:i,1abQsl'ledctlleri•.
• Not Applicable/Not Avallablo µg/L= micrograms per liter
1p • A matrlx splh/matrix dupi,cot• wac nol porforffljld tor this batoh due lolnsufliclont ••"'l'lO volume,
CU • Thocenllnulng eiilibration forlhls anaiyu, 11above laborato,y oeceptanc. llmils, Analyto wos not detoctod at>ovo tho roporling llmllIn any of tho
DHOClated sample.s.
J(t 1) • Esfimalod Vuluo, Analylo recov•,y lo the laboratory conIrol ••mi>4•(LCS) was abavo QC limit., Roaulls ror this analyloIn ouoci;ltod samples may
be blosodhigh,
a Th• CTL appllos to onlf<>sutran I, endo1u�an II, and ondosullon 1ulraI1added toge1hor.
GCTl.li a GroundWator Cleanup Targei Levels •P<>clfied In T•blo I of Choptor2•, Coclo of Ml•mf.D•d• County,
PleHerefeno the2004"Guidance forlheSo!ocllon of Anaiyllcal Mo!ooas andfor lhe Evaluation of Practical Quanfftallon Umils"forWhan tho POL lo h!gl,or lhan tho CTL,

Exhibit B, Table 7: Groundwater Analytical Summary•OrganochlorinePesticides
Diaz Farms Facility
Miami Dade County, Fl.

Sample	beta•l!HC	delta-BHC	gnmma-BHC
(Llndanc)	
Local!on	Date	(ug/L)	(ug/L)	(ug/L)	
TMW-1 (Throssell\	3/712019	0.0076 U	0.0046 U	0.0021 U	
TMW•7	516/2019	0,0184 U	0.0197 U	0.0176 U	
TMW-8	516/2018	0,0184 U	0.0197 U	0,0176 U	
TMW-9	5/912019	0.0077 U 1p	0.0046U 1pJ(l1)	0.0021 U 1p	
TMW.11	2/15/2019	0.0077 U 10	0.0046 U 1D	0.0021U 1D	
TMW-1$	2/1512019	0.0077 U 1p	0.0046 U 1p	0.0021U 1D	
TMW•14(R)	5/612019	0.0184 U	0.0197 U	0.0176 U	
	9/10/2019	0.0077 U	0.0046 U	0.0021 U	
TMW-16	2/15/2019	0.0076 U 1D	0.0046U 1D	0.0021 U 1p	
TMW•17(R)	5/9/2019	0.0077 u.10	0.0046 U, 1D, J/L 1l	0.0021 U, 1p	
	9/10/2019	0.0077 U	0,0046U	0.0021 U	

TMW•18	2/1412019	o.oon u	D,0046U U	0.0021U	
	51812019	0.0045 U	0.0037 U	0.0018 U	
	9/10/2019	0.0076 U	0,0046 U	0.0021 U	
TMW-21	2/15/2019	0.0077 U 1c	0.0046 U 1p	0.0021 U 1p	
TMW-22	2115/2019	0.0076 U 1c	0.0046 U 1D	0.0021 U 1P	

TMW-24	2/15/2019	0.0077 U 1p	0.0046 U 1p	C.0021 U 1p	
	5/912019	0.0077 u,1,p	0.0046 U, 1P	0.0021 u.1p	
	9/1112019	0,0076 U	0.0046 U	0.0021 U	
TMW-25	518/2019	0,0045 U	0.0037 U	0.0018 U	
TMW-2B	5/812018	0.0077 U, 1p	0.0101P	0.0021 U, IP	
TMW..29	2/19/2019	0.0077 U, 1p	0.0046 U, 1p	0.0021 U, 1p	
TMW-31.(R)	5/8f2018	0.0045 U	0.0037 U	0.0018 U	
	9N0/2019	0.0076 U	0.0046 U	0.0021 U	
TMW-32(R)	6118/2019
9/19/21)19
2/1512019	0.01B4 U	0.0197 U	0.0H6U	
		0.0076 U	0.0046 U	0.0021 U	
TMW.J3		0.0077 U, 1p	0.0046 U, 1p	0.0021 U, 1p	
TM'N-36	2/19/2019	0.0081u,1p	0.0049 U, 1p	0.0022u,1p	
TMW.3B	2/19/2019	0.0077 U, 1p	0,0046 U, 1p	0.0021 U, 1P	
TMw-40(RJ	51612019	0.0184 U	0.0197 U	0,0176 U	
	9/11/2019	O.OD77U	0.0046 U	0.0021 U	
OCTLs	0.02	2.1	0.2	

Notes;
U,. The compound wa, unatyzed rorbut notdeloctod above the loborotmy methoddeJoctlon !lmll(MOL). I ;T�e n,ponod va1usIsbetween lhe laborato,y MOL andtheloborato,y proctlc.al quantitallon !lmli !POL), J;; Eslfme.te.d vsllJe,TM valueIs outside. of{laboratory u1abJished criteria.
• NolAppllcable/Nat Avo.llable
µjj/L=rr,ierogrom& perlltor
1p m A motnx1plke1ma1rfx duplicate wasnot porfom,ed ror1h11balclldue to lnoufnclenl sample volume.
CU• Th• eonllnulng callbraQonlot1111,analyte lo 1bovo l1bora10,y accop10nee Dmlis.AnalYt• wa, not d0toel0d above tho re,,.n1n11llmlt In
1ny of tho associated 1.ampfes.
J(L.1) • Esllmoted Value, Analyton,cove,yin tho!abo11110,y conlrOI &ample (LCS) wasa�ove CC llmlt1.Result• for this analyle In
anoclatod 11mplo1""'Ybebio,odhigh.
••The CTL applle1to ondo1ulf1n I, andosuKan 11, and eedOoul(an suHete addedIDgothor.
ccn.,• Gr¢undwaterCleanupTarget Levels 1peclflod In Table1orChapter 24, Codo ofMiami-Dado County.
Pleaac mfor ta tt'le 2.004 "'Guidance ror1hctScleclfonof Annl�fcal MethodsMd for tl\e E�a1u.at10n or PJ'Qctlc:al Ouanma.llon Uml�" for Whan
tho POLIshlghor than thoCTL.

Sample	Azinphos-
Methvl	Bolstar
ISulcrofos)	Chlorpyrifos	Coumaphos	Demeton,-O
and-S	Diazinon	
Location	Date	(ug/L)	(ug/L)	(ug/L)	(ug/L)	(ug/L)	(ug/L)	
TMW-1(Throssell)	3/7/2019	0.348 U	0.205 U	0.245 U	0.277 U	0.341JU	0.377 U	
TMW-11	2/15/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341U	0.377 U	
TMW-13	2/15/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341U	0.377 U	
TMW-16	2/15/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341U	0.377 U	
TMW-19	2/14/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341U	0.377 U	
TMW-21	2/15/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341U	0.377 U	
TMW-22	2/15/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341U	0.377 U	
TMW-24	2/15/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341U	0.377 U	
TMW-29	2/19/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341U	0.377 U	
TMW-33	2/15/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341U	0.377 U	
TMW-36	2/19/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341 U	0.377 U	
TMW-38	2/19/2019	0.348 U	0.205 U	0.245 U	0.277 JU	0.341U	0.377 U	
GCTLs	11	--	21	1.8	0.3	6.3	

Notes:
U = The compound was analyzed for but not detected above the laboratory method detection limit (MDL). I = The reported value is between the laboratory MDL and the laboratory practical quantitation limit (PQL). J = The value is outside of laboratory established criteria.
- = Not Applicable/Not Available
µg/L = micrograms per liter

Gens= Groundwater Cleanup Target Levels specified in Table I of Chapter 24, Code of Miami-Dade County.

Sample	Dichlorvos	Dimethoate	Disulfoton	EPN	Ethoprop	Ethyl Parathion	
Location	Date	(ug/L)	(ug/L)	(ug/L)	(ug/L)	(ug/L)	(ug/L)	
TMW-1(Throssell)	3/7/2019	0.212 U	0.105 U	0.277 U	0.261U	0.354 U	0.292 U	
TMW-11	2/15/2019	0.212 U	0.105 U	0.277 U	0.261U	0.354 U	0.292 U	
TMW-13	2/15/2019	0.212 U	0.105 U	0.277 U	0.261U	0.354 U	0.292 U	
TMW-16	2/15/2019	0.212 U	0.105 U	0.277 U	0.261U	0.354 U	0.292 U	
TMW-19	2/14/2019	0.212 U	0.105 U	0.277 U	0.261 U	0.354 U	0.292 U	
TMW-21	2/15/2019	0.212 U	0.105 U	0.277 U	0.261U	0.354 U	0.292 U	
TMW-22	2/15/2019	0.212 U	0.105 U	0.277 U	0.261U	0.354 U	0.292 U	
TMW-24	2/15/2019	0.212 U	0.105 U	0.277 U	0.261U	0.354 U	0.292 U	
TMW-29	2/19/2019	0.212 U	0.105 U	0.277 U	0.261U	0.354 U	0.292 U	
TMW-33	2/15/2019	0.212 U	0.105 U	0.277 U	0.261U	0.354 U	0.292 U	
TMW-36	2/19/2019	0.212 U	0.105 U	0.277 U	0.261U	0.354 U	0.292 U	
TMW-38	2/19/2019	0.212 U	0.105 U	0.277 U	0.261U	0.354 U	0.292 U	
GCTLs	0.1	1.4	0.3	0.07	0.7	4.2	

Notes:
U = The compound was analyzed for but not detected above the laboratory method detection limit {MDL). l = The reported value is between the laboratory MDL and the laboratory practical quantitation limit (PQL). J = The value is outside of laboratory established criteria.
- = Not Applicable/Not Available µg/L = micrograms per liter
GCTLs = Groundwater Cleanup Target Levels specified in Table I of Chapter 24, Code of Miami-Dade County.

Sample	Fensulfothion	Fenthion	Malathion	Merphos	Methyl
parathion	Mevinphos	
Location	Date	{ug/L)	(ug/L)	(ug/L)	(ug/L)	(ug/L)	(ug/L)	
TMW-1(Throssell)	3/7/2019	0.130 U	0.266 U	0.173 U	0.267 U	0.257 U	0.118 U	
TMW-11	2/15/2019	0.130 U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
TMW-13	2/15/2019	0.130 U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
TMW-16	2/15/2019	0.130 U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
TMW-19	2/14/2019	0.130 U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
TMW-21	2/15/2019	0.130U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
TMW-22	2/15/2019	0.130 U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
TMW-24	2/15/2019	0.130 U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
TMW-29	2/19/2019	0.130 U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
TMW-33	2/15/2019	0.130 U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
TMW-36	2/19/2019	0.130U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
TMW-38	2/19/2019	0.130 U	0.266 U	0.173 U	0.267 JU	0.257 U	0.118 U	
GCTLs	1.8	-	140	0.2	1.8	1.8	

Notes:
U = The compound was analyzed for but not detected above the laboratory method detection limit (MDL). I = The reported value is between the laboratory MDL and the laboratory practical quantitation limit (POL). J = The value is outside of laboratory established criteria.
- = Not Applicable/Not Available µg/L = micrograms per liter
GCTLs = Groundwater Cleanup Target Levels specified in Table I of Chapter 24, Code of Miami-Dade County.

Sample	Naled	Phorate	Ronnel	Stirophos	Sulfotep	TEPP	
Location	Date	(ug/L)	(ug/L)	{ug/L)	(ug/L)	(ug/L)	(ug/L)	
TMW-1(Throssell)	3/7/2019	0.289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74 U	
TMW-11	2/15/2019	0.289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74J U	
TMW-13	2/15/2019	0.289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74 JU	
TMW-16	2/15/2019	0.289 U	0.282 U	0.252 U	0,226 U	0.202 U	9.74J U	
TMW-19	2/14/2019	0.289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74 JU	
TMW-21	2/15/2019	0.289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74 JU	
TMW-22	2/15/2019	0.289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74J U	
TMW-24	2/15/2019	0,289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74J U	
TMW-29	2/19/2019	0.289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74JU	
TMW-33	2/15/2019	0.289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74J U	
TMW-36	2/19/2019	0.289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74J U	
TMW-38	2/19/2019	0.289 U	0.282 U	0.252 U	0.226 U	0.202 U	9.74 JU	
GCTLs	14	1.4	350	-	3.5	--	

Notes:
U = The compound was analyzed for but not detected above the laboratory method detection limit (MDL). I = The reported value is between the laboratory MDL and the laboratory practical quantitation limit (PQL). J = The value is outside of laboratory established criteria.
- = Not Applicable/Not Available µg/L = micrograms per liter

GCTLs = Groundwater Cleanup Target Levels specified in Table I of Chapter 24, Code of Miami-Dade County.

Sample	Tokuthion (Prothothiofos)	Trichloronate	
Location	Date	(ug/L)	(ug/L)	
TMW-1(Throssell)	3/7/2019	0.254 U	0.213 JU	
TMW-11	2/15/2019	0.254 U	0.213 U	
TMW-13	2/15/2019	0.254 U	0.213 U	
TMW-16	2/15/2019	0.254 U	0.213 U	
TMW-19	2/14/2019	0.254 U	0.213 U	
TMW-21	2/15/2019	0.254 U	0.213 U	
TMW-22	2/15/2019	0.254 U	0.213 U	
TMW-24	2/15/2019	0.254 U	0.213 U	
TMW-29	2/19/2019	0.254 U	0.213 U	
TMW-33	2/15/2019	0.254 U	0.213 U	
TMW-36	2/19/2019	0.254 U	0.213 U	
TMW-38	2/19/2019	0.254 U	0.213 U	
GCTLs	-	-	

Notes:
U = The compound was analyzed for but not detected above the laboratory method detection limit (MDL). I = The reported value is between the laboratory MDL and the laboratory practical quantitation limit (PQL). J = The value is outside of laboratory established criteria.
- = Not Applicable/Not Available µg/L = micrograms per liter

GCTLs = Groundwater Cleanup Target Levels specified in Table I of Chapter 24, Code of Miami-Dade County.

Exhibit C

Engineering Control and Maintenance Plan

■

MIAMI 6601475.1 72393/84384

SCS	ENGINEERS	Environmental Consultants & Contractors

ENGINEERING CONTROL AND MAINTENANCE PLAN DIAZ FARMS, PHASE 2
SW 254TH STREET AND SOUTHWEST 107TH AVE MIAMI-DADE COUNTY, FLORIDA
(HWR-927)

DECEMBER 9, 2019
SITE BACKGROUND
SCS Engineers (SCS) has prepared this Engineering Control & Maintenance Plan (ECMP) for the Diaz Farms Property, Phase 2, located in the vicinity of Southwest 254th Street and Southwest 107th Avenue, Miami-Dade County, Florida (the Site).
The planned community will consist of townhomes and single family homes. Soil assessment revealed arsenic concentrations above the Miami-Dade County anthropogenic background concentrations for the region; therefore, an engineering control (EC) was employed. The extent of the EC is shown on Exhibit C, Figure 1 and corresponding cross-sections are shown on Exhibit C, Figure
2. A survey of the Site is included with the Declaration of Restrictive Covenant. The EC consists of a
2-foot soil cap throughout the Site.

ENGINEERING CONTROL INSPECTION AND MAINTENANCE
The responsibility to maintain the ECs on a privately-0wned property will transfer to a new owner in the event that title to that property is transferred. Further, prior to the entry into a landlord-tenant relationship with respect to a privately-owned property, the owner is required to notify all proposed tenants in writing of the existence and contents of the ECMP. Prior to transfer of any property to private ownership, and for common areas that will not transfer to private ownership, the Community Development District (COD) will be responsible for the notification and maintenance described
herein.

Inspections
Annual visual inspection of the 2-foot soil cap for evidence of erosion that leads to a material diminishing of the thickness of the cap will be conducted by a Florida Professional Engineer (PE), or appropriate personnel trained by the PE, retained by the CDD, whether on private property or common areas.

Maintenance

If evidence of the above [s observed, the EC will be restored within 30 days of discovery. The results of the EC inspections will be documented in writing and inciude the date, the name of the inspector (and associated qualifications), key observations, and recommended corrective actions. Inspection reports and repair records will be maintained by the COD and submitted to DERM upon request, whether for private property or common areas.

1900 NW Corporate Blvd., Suite E300, Boca Raton, FL 33431

DISTURBANCE OF ENGINEERING CONTROL
Work Authorization
In accordance with the Home Owner's Documents, it is the home owner's responsibility to notify the Home Owner's Association (HOA) via application of any activities that will "penetrate the earth within the applicant's lot":
24.5 Notification of DERM.To the extent the Association and/or the ACCreceive an application for any improvement that contemplates the removaloflandscaping or soi/,
digging of any holes or trenches, or any other penetration ofthe earth within an Owner's Lot, the Association shall berequired to notify the Pollution and Remediation Section of DERM.

Notification to DERM will be provided prior to performing the work. The above DERM notification also applies to work undertaken by the HOA in common areas.

Disturbance within EC
If the work is conducted within the EC (excavation that does not penetrate the 2- foot soil engineering control), the owner or COD, depending on ownership, shall be responsible for repairing the EC. Photographic evidence of the repair shall be submitted to the HOA within 30 days of
completion.

Disturbance below the EC
The following applies to work that will involve excavation below the EC, and must be included in the application from the property owner to the HOA and also applies to work in common areas undertaken by the HOA:

Contractor Requirements
The environmental condition of the Site shall be disclosed to perspective Contractors.

A Dust Control Plan with specific means and methods for dust suppression during execution of the work must be included in the application.

The Contractor shall prepare a project specific Health and Safety Plan (HASP), for use by their employees, subcontractors and vendors engaged in the work. The Contractor shall review the HASP with all onsite employees prior to starting the work.

The Contractor shall comply with all applicable provisions of federal, state and local health and safety statutes, codes and regulations, including but not limited to Chapter 24 of the Code of Miami-Dade County.
A Soil Management Plan (SMP) must be included in a Proposal to perform excavation worl<. This plan must include detaHs regarding the following: soil stockpiling, transportation and disposal of excavated soil (Including identification of companies retained for such efforts), the plan for reuse of any excavated soil at the Site, the importation of clean backfill for use at

the Site (including the source of the backfill), and the repair to the ECs. At a minimum, the SMP shall provide provisions for the following guidelines:

Any soil excavated from below the 2' soil cap will be stockpiled on an impermeable surface or directly loaded into trucks for transport to a disposal facility. Stockpiled soil shall be placed on a double layer of at least 6-mil thick polyethylene sheeting. The Contractor shall cover and berm soil stockpiles to prevent infiltration of water into, and erosion of soil from the stockpiles. Soil will either be returned to its original location and depth, or property disposed at a Class I landfill. In the event of off-site disposal, all transportation and disposal manifests will be provided to the Association upon receipt.

If necessary, clean soil will be added to return the area to existing grade. Clean fill shall be obtained from a DERM-approved quarry or will otherwise be pre-approved by DERM.

Owner Requirements

The owner of the project (private owner or HOA) must ensure that the Contractor engages a Florida-licensed Professional Engineer for overseeing and documenting the work.

The owner (private owner or HOA) shall submit to DERM a Source Removal Report {if soils are removed from the site) and/or an Engineering Control Repair Report (ECRR) within 30 days of worl< completion. The ECRR shall be signed and sealed by a Florida-licensed Professional
Engineer.

PROFESSIONAL ENGINEERING CERTIFICATION ENGINEERING CONTROL & MAINTENANCE PLAN DIAZ FARMS, PHASE 2
SW 254TH STREET AND SOUTHWEST 107TH AVE MIAMI-DADE COUNTY, FLORIDA
(HWR-927)

..

I, Jeovanny Rodriguez, P.E. #61825, certify that I currently hold an active license in the State of Florida in accordance with Chapter 471, Florida Statutes, and am competent through education.or experience to provide the engineering service contained In this report. To the best of my knowledge, the engineering control is consistent with commonly accepted engineering practices, is appropriately designed for its intended purpose and has been implemented. I certify that Stearns, Conrad and Schmidt Consulting Engineers, Inc., doing business as SCS Engineers, holds an active Florida Certificate of Authorization #00004892 to provide the engineering service.

Engineer Name

PE Registration Number State of Reglstrntion

Jeovanny Rodriguez, P.E. 61825
Florida

Date

.

EXHIBIT C FIGURE 1

\\MIA•FSC1\Ml.11ml\ESMASTI::fl\Ol,uFartN-\D11Wtfl(IS\flgUrti\Ena.htortrlrttcCOntrol Plan_PHASE U,dwt lrrtciv21,::1019 •S:07pm Liv-out Nam•;I.S•U ECPl!,y:1H79mpp

F7i> 12 !::--=-

-	0	100
I	I	I

1" = 200'

200

LEGEND:
PROPER'IY BOUNOARY/BOUNOARYOF ENGINEERING CONTROL
2•FEET OF CLEAN FILL

I	���	,.;<  ><"',�·

·�

�o	:;.  'U'  .A.  :;.

:<- ,

,cx�x

r

�	Jo._ ��¢t:')Q

1	t
l�-1--1-�l----l---+--+---+	+--+--I

�  :�:><��·Xi �

'--" ,., : () <.: 0 88:l>oc:x:'-c

'

�	-

\..

EXHIBIT C, FIGURE 1. ENGINEERING CONTROL PLAN DIAZ FARMS PHASE II - LENNAR HOMES, LLC
54 of 56

SCS ENGINEERs--11

EXHIBIT C FIGURE 2

..

55 of 56

\\MIA•FS01\Mlaml\!SMASTUl\Dtu FMmS\lhwln11Vlauriis\E:t1Qlnf1trlnj!,Cal\1.tDI Plan.,.PHASI!f].dwJ Now ll,  lC1.9• 5:09:>m l.lygul Nafftl:I.Sdl fCS(CTIOHS Oyl 441tmpp

NOT JlAft'l" a,
PROPERTY

.	,.,..,,..,.,
IOUftDAIY/UltN'T OF
WGIHllUilG CQflffllOU

fi'AOXJMATE fo.Oflnffl' toUNDMV/EfflNTOF DfCINEEJICNGCONTAOt.S

..........,...,,�

IIOUNOMY/DTENTOP

l�rt'"NGCONTROt.$.

�
VERTICAL• N.T.S. HORIZONTAl•1 INOt • 150FEET

V

,1.,.._IIOXIMATrPIIIO,EJI IOUNOAAY/1:fflHTOf': tNG!NtEl'INO CCNTIUJUi

1'HOXl�n f'IIJDPfl\'tV IOUlrfOAIIY/Dtf(NTOf ""'NU.RING CON\"M11.l

LEGEND:
6:9	POTINTIALLY CONTAMINATED SOIL
esz5a  MINIMUM 2·FEET OF CLEAN FILL

�
VfRTICAL • N,T,S.
HORIZONTAL•! INC�• 1S0f£ET

STATE OF FLORIDA,COUNTY OF MIAMI-DADE
I HEREBY CERTIFY that this isa true copy of the ori�!nal filed ln this office on,	d:iy of
MAR 2 5 2020	•AO 20·---
W,TNESS my hand and Offttl�I Seal.
H1'RVEY RU\IIN, Clerk of Circuit and County Courts
By	Momca E. De U Cna #2121�

._ 	SCSENGINEERS--•

EXHIBIT C, FIGURE 2. ENGINEERING CONTROL SECTIONS DIAZ FARMS PHASE II - LENNAR HOMES, LLC

•	•	•	•	•	•	•

56 of 56

Attachment B
Agreement between SCS Engineers and Client for Professional Services (short form)

www.scsengineers.com

AGREEMENT BETWEEN SCS ENGINEERS AND CLIENT FOR PROFESSIONAL SERVICES (SHORT FORM)

This AGREEMENT BETWEEN SCS ENGINEERS AND THE CAMPO BELLO CDD
FOR PROFESSIONAL SERVICES (“Agreement”) is made by and between Government Management Services – South Florida LLC (“Client”), and Stearns, Conrad and Schmidt, Consulting Engineers, Inc. dba SCS Engineers (“SCS”).

WITNESSETH

That for the considerations set forth below, the parties agree as follows:
Scope of Services: In accordance with the terms and conditions of this Agreement, SCS shall provide professional services (“Services”) as set forth in Attachment A, or as described as follows: Refer to SCS Engineers proposal titled “Proposal for Environmental Services” dated April 28, 2026 (hereinafter “Proposal”)

Basis of Compensation: Time and materials fee of $5,000.

Method of Invoicing: Monthly based on man-hours and expenses incurred.

Professional Retainer: None

Other Terms: None

General Conditions:
Payments for invoices prepared by SCS are due and payable upon receipt. Payments due SCS under this Agreement shall be subject to a service charge of one and one-half percent (1½ %) per month for invoices not paid within thirty (30) calendar days after the date of receipt of invoice.
Client agrees to pay all costs and expenses of SCS, including reasonable attorneys’ fees, arising out of or in connection with collecting amounts for which Client is responsible pursuant to this Agreement.
This Agreement may be terminated by either party upon fifteen (15) calendar days’ prior written notice to the other party. Upon termination, SCS shall be paid for all Services rendered to the date of termination, together with any termination expenses incurred.
Unless otherwise agreed in writing, any services in addition to those described in Article 1 above performed at the request of the Client shall be compensated on a time-and-materials basis at the rates

contained in SCS’s Standard Fee Schedule in effect at the time of performance of the Services. Unless expressly stated therein, the Scope of Services does not include testimony or responding to subpoenas or other legal orders requiring production of records or testimony. In the event SCS receives a subpoena or other legal order for the production of project records or testimony, SCS will be compensated by Client at SCS’s Standard Fee Schedule rates in effect at the time of production or testimony.
The parties hereto shall each maintain in full force and effect Commercial General Liability insurance with coverage limits which are reasonable in light of the Services to be undertaken, and Workers’ Compensation Insurance as required by law.
Any drawings, specifications, reports, data, presentations, programming, algorithms, software, notes and other intellectual property developed pursuant to this Agreement are instruments of service, and as such remain the property of SCS.
Neither party shall assign or otherwise delegate its duties under this Agreement without the prior written consent of the other party, and any assignment or delegation without such consent shall be null and void. Each party binds itself to the successors, administrators and permitted assigns of the other party in respect of all covenants of this Agreement.
The parties agree that the total liability of SCS under this Agreement and for the Project shall be limited to Fifty Thousand Dollars ($50,000) or the amount of SCS’s total fees hereunder (whichever is greater), unless Client pays for the assumption of additional liability by SCS as a separate line item in Article 2 above.
Unless otherwise expressly stated in the Scope of Services, SCS shall have no responsibility for site health and safety, except with respect to the activities of SCS and its subcontractors. In no event shall SCS be responsible for the means, methods or manner of performance of any persons other than SCS and SCS’ subcontractors.
Client agrees that SCS will not be responsible for liability caused by the presence or release of hazardous substances or contaminants at the site, unless the release results from the sole negligence of SCS or its subcontractors. The Client will either make others responsible for liabilities due to such conditions, or will indemnify, defend and save harmless SCS from such liabilities. At no time shall title to hazardous substances, solid wastes, petroleum contaminated soil or other regulated substances pass to SCS, nor shall any provision of this Agreement be interpreted to permit or obligate SCS to assume the status of a “generator,” “owner,” “operator,” “transporter,” “arranger” or “treatment, storage or disposal facility” under state or federal law. The provisions of this Article 6j shall survive any termination of this Agreement.
SCS shall be entitled to rely on information provided by Client. SCS shall be entitled to an equitable adjustment in the price and schedule if conditions differ materially from information provided by Client, or differ from what could reasonably be anticipated given the nature of the Services.
This owner and contractor shall abide by the requirements of 41 CFR 60-1.4(a), 60-300.5(a) and 60-741.5(a). These regulations prohibit discrimination against qualified individuals based on their status as protected veterans or individuals with disabilities, and prohibit discrimination against all individuals based on their race, color, religion, sex, sexual orientation, gender identity or national origin. Moreover, these regulations require that covered owners and contractors take affirmative action to employ and advance in employment individuals without regard to race, color, religion, sex, sexual orientation, gender identity, national origin, disability or veteran status.

SCS shall not disclose, or permit disclosure of any information or data in any medium, obtained by SCS in the performance of its services and designated by Client as confidential (“Content”), except to its employees and other consultants who need such information in order to properly execute the Services of this Agreement. This provision shall not apply to information which: (1) has been published and is in the public domain, (2) has been provided to SCS by third parties who have the legal right to possess and disclose the information, (3) was in the possession of SCS prior to the disclosure of such information to SCS by Client, (4) is required by law or any governmental agency to be disclosed, or (5) would require disclosure to comply with the ethical obligations of SCS to protect the public. Client owns all rights in the Content provided to SCS in the course of performing this Agreement. Client agrees that SCS may (1) use, store and process the Content to provide the Services or otherwise perform work requested by Client, and to develop, improve, and enhance the Services or any SCS technical solutions used in connection with the Services; (2) use, store and process Content and data derived from such Content, in aggregated or anonymized form, for SCS’s internal business purposes and to develop and offer new products and services; and (3) enforce SCS’s rights. SCS does not obtain any right, title, or interest in the Content, except as specifically granted by agreement of the parties.
Parties to Agreement. For the purposes of this Agreement, the term “SCS Engineers” shall mean SCS Engineers P.C. for projects in North Carolina and New York, and Stearns, Conrad and Schmidt, Consulting Engineers, Inc. for all other projects.
IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their duly authorized representatives as of the last date written below.

SCS ENGINEERS:	CLIENT: 	

BY:		BY: 	
PRINT NAME: Yudex Hasbun, P.E.		NAME: 	

TITLE: Project Director		TITLE: 	
DATE: April 28, 2026		DATE: 	

Attachment C
SCS 2026 Fee Schedule

www.scsengineers.com

Environmental Consultants & Contractors

SCS ENGINEERS FEE SCHEDULE
(Effective April 1, 2026, through March 31, 2027)

Labor Category	Rate
Principal	$315
Senior Project Advisor	$305
Project Director II	$282
Project Director I	$258
Senior Project Manager II	$240
Senior Project Manager I	$220
Project Manager II	$211
Technical Advisor II	$207
GIS Manager	$207
Project Manager I	$196
Senior Project Professional II	$187
Technical Advisor I	$179
Senior Project Professional I	$175
Senior Designer	$169
Project Professional II	$165
Analyst III	$160
Project Professional I	$153
Designer II	$152
GIS Analyst	$152
Senior Superintendent	$150
Analyst II	$145
Staff Professional II	$143
Senior Technician	$135
Staff Professional I	$135
Designer I	$129
Associate Staff Professional	$128
Drafter II	$122
Technical Associate	$122
Data Analyst	$120
Technician	$113
Analyst I	$110
Drafter I	$105

Southeast Regional Offices

Administrative Professional	$103

Atlanta  Coconut Creek  Ft. Lauderdale  Miami  Mobile  Orlando  Tampa  West Palm Beach

General Terms:
The hourly and reimbursable rates are effective through March 31, 2027. Work performed thereafter is subject to a new Fee Schedule issued for the period beginning April 1, 2027.
The above rates include salary, overhead, administration, and profit. Other direct expenses, such as analyses of air, water and soil samples, reproduction, travel, subsistence, subcontractors, computers, and other reimbursable fees, are billed in accordance with the attached reimbursable fee schedule, or at cost plus 15 percent for administration.
For special situations, such as expert court testimony, hourly rates for principals of the firm will be on an individually-negotiated basis.
SCS ENGINEERS REIMBURSABLE FEE SCHEDULE

Administrative/Mileage
Vehicle Mileage	Unit
Mile	Unit Cost ($)
Current Federal Rate	
Vehicle	Daily	150.00	
Vehicle	Weekly	750.00	
Report Reproduction Fee 1	Report	50.00	
CAD/GIS Usage	Hourly	10.00	

Equipment	
Unit	
Unit Cost ($)	
Asbestos Sampling Expendables	Daily	30.00	
Auger - Handheld	Daily	15.00	
Double Ring Infiltrometer	Daily	500.00	
Field Tablet	Daily	15.00	
Field Truck	Daily	160.00	
Field Truck	Weekly	800.00	
Field Truck	Monthly	3,100.00	
Four Gas Meter	Daily	32.50	
Four Gas Meter	Weekly	110.00	
Gas Emission Monitor	Daily	335.00	
Gas Emission Monitor	Weekly	675.00	
Gas Emission Monitor	Monthly	1,750.00	
Gas Emission Temperature Probe	Daily	25.00	
Gas Emission Temperature Probe	Weekly	70.00	
Gas Emission Temperature Probe	Monthly	205.00	
Gas Pump	Daily	16.00	
GW Sampling Filter	Filter	25.00	
Nuclear Gauge	Daily	75.00	
Nuclear Gauge	Weekly	250.00	
Peristaltic Pump	Daily	43.50	
Peristaltic Pump	Weekly	110.00	

PID Meter	Daily	141.50	
PID Meter	Weekly	275.00	
Soil Sampling Expendables	Daily	50.00	
Surface Water Equipment	Daily	65.00	
Trimble Equipment Kit	Daily	61.50	
Trimble Equipment Kit	Weekly	230.00	
Trimble Equipment Kit	Monthly	865.00	
Turbidity Meter	Daily	45.50	
Turbidity Meter	Weekly	115.00	
Water Level Meter / Interface Probe	Daily	43.50	
Water Level Meter / Interface Probe	Weekly	110.00	
Water Sampling Expendables	Daily	99.50	
YSI 556 Meter	Daily	163.00	
YSI 556 Meter	Weekly	415.00	

APTIM
1228 WINTER GARDEN VINELAND ROAD
WINTER GARDEN, FL 34787
APTIM.com

MAY 6, 2020

ATTENTION: Jesus Lorenzo
Government Management Services 5385 North Nob Hill Road
Sunrise, FL 33351

SUBJECT:		Proposal for Annual Inspection of Engineering Control, Reporting, and General Environmental Consulting
Campo Bello HWR-00927
Homestead, Miami-Dade County, Florida

Mr. Lorenzo:
Aptim Environmental & Infrastructure, LLC (APTIM), is pleased to present this proposal for environmental support services to perform One Year of Annual Inspection of Engineering Control, Reporting and General Environmental Consulting for the Campo Bello neighborhood located in Homestead, Florida (the Site). The work described in this proposal will be performed by APTIM’s professional staff based out of Boca Raton, Florida.

Scope of Work
The purpose of the proposed scope of work is to perform an annual visual inspection of the Engineering Control (EC) submitted by SCS Engineers on June 27, 2019, and approved by the Miami-Dade Department of Environmental Resources Management (DERM).
An APTIM staff member will email DERM in advance of the planned visit date, mobilize to the Site in an APTIM pickup truck, visually inspect the integrity of EC, and take photographs of the EC conditions.
If the inspection identifies erosion has occurred that results in damage to the impervious EC, including breaches in the cap and/or retaining walls have occurred, been observed/documented (including significant cracking greater than ¼ inch), then the owner must take immediate action to replace or repair the EC, and a notification must be sent to DERM with in 3 calendar days of the inspection along with a copy of the inspection report and summary of findings.
APTIM’s photos and inspection report will be reviewed by a Florida Licensed Professional Engineer and the Engineering Control Inspection Form will be completed and submitted to DERM on behalf of Campo Bello.
APTIM will also provide Campo Bello with General Environmental Consulting Services and support on an as-needed basis

Budget and Timeline
APTIM proposes to complete the afore mentioned activities described above for a lump sum fee of $3,000. This proposal is valid for 60 days. If this proposal is deemed acceptable, APTIM anticipates beginning the work upon execution of the attached Services Agreement and the timeline set forth in the fully-approved Restrictive Covenant & Engineering Control Plan being prepard by others. Additionally, APTIM can provide general consulting services if needed on a time and material basis for interacting with DERM or attending meetings.

Task	Lump Sum Cost	Time and Materials (as needed)	Totals	
Engineering Control Annual Inspection & Report	$3,000.00		$3,000.00	
General Consulting		$1,850.00	$1,850.00	
	$4,850.00	

Assumptions
The proposed activities above are established and reasoned from known information. This proposal is for one year of Annual Engineering Control Inspection & Reporting. Future annual inspections can be performed by APTIM as a change order to this task order. General Consulting labor will be billed on an as-needed basis according to the rate schedule attached to this proposal.
Terms & Conditions
The proposed services will be governed by the Terms and Conditions of the attached APTIM Services Agreement and this proposal. If this proposal is acceptable to you, please sign the Services Agreement and return to APTIM. A fully executed copy will be returned for your records.
We appreciate the opportunity to provide this proposal and look forward to supporting you on this project. If you have any questions or comments concerning this proposal, please do not hesitate to call me at (407) 865-3234 or I may be reached by email at marc.hawes@APTIM.com.

Sincerely,

H. Marc Hawes, PE
Aptim Environmental & Infrastructure, LLC

Attachments:	APTIM Services Agreement
APTIM T&M Rate Schedule

ATTACHMENTS

Alina Garcia
Supervisor of Elections
2700 NW 87th Ave
Miami, FL 33172

CERTIFICATION

T 305-499-VOTE(8683)
F 305-499-8501
TTY 305-499-8480

votemiamidade.gov
@votemiamidade

STATE OF FLORIDA) COUNTY OF MIAMI-DADE)

I, Alina Garcia, Supervisor of Elections of Miami-Dade County, Florida, do hereby certify that Campo Bello Community Development District, as described in the attached

WITNESS MY HAND AND OFFICIAL SEAL, AT MIAMI, MIAMI-DADE COUNTY, FLORIDA, ON THIS 29th DAY OF APRIL, 2026

-M-AP, has -7-85 voters.

Alina Garcia Supervisor of Elections

Please submit a check for $60.00 to our office payable to "Miami-Dade County Office of the Supervisor of Elections"for the cost of certifying the number of registered voters.

the	Supervisor
2026  Campo  Bello  CDD with Precincts

-81+

.�	_J	S_l!!l�O.I_H	_

�

�i

I	I

:	�_m!iD�-camA6-BelT6	[	-�:

g

I	�	�
WI	(/)I

i

�	I	�
�	I

��I

889	II

I	•I	%'m'

i=I	��:	;i�i
I r.===���I	/	!I
�f
�I	I	I
I	,	I
---	SW.25jJ.�.s:i:
I I I I
l	/
I I I I I I I I I I

L  E  G  E	N D

w♦•

SW.25.6TH ST

□-	I�..�::-�1·

.......

...;;5""���

Campo Bello	
COMMUNITY DEVELOPMENT DISTRICT	

Fiscal Year 2026	
Check Register	

3/1/26 - 4/30/26

Date

check #'s

Amount

3/1 - 3/31	276 - 278	$	7,361.90	

4/1 - 4/30	279 - 281	10,113.82	

TOTAL	$	17,475.72	

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	5/05/26	PAGE	1
*** CHECK DATES 03/01/2026 - 04/30/2026 ***	CAMPO BELLO - GENERAL FUND
BANK A CAMPO BELLO CDD
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
3/12/26 00003	2/28/26 197576	202602 310-51300-31500	*	500.00
FEB 26 - ATTORNEY FEES
BILLING COCHRAN, P.A.	500.00 000276
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3/12/26 00011	3/11/26 03112026 202603 300-20700-10000	*	2,812.73

CAMPO BELLO CDD	2,812.73	000277	
- - - - - - - -	- - - - - - -	- -	- - - - - - - - - - - - - - - - - -	-	-	-	-	-	-	-	-	-	-	-	- -	-	-	-	-	-	- - - - -	- - - - -	- - -	
93	202603 310-51300-34000	*	3,709.50	
MAR	26	- MGMT FEES	
93	202603 310-51300-31300	*	238.50	
MAR	26	- DISSEMINATION	
93	202603 310-51300-49500	*	95.42	
MAR	26	- WEBSITE ADMIN	
93	202603 310-51300-51000	*	.15	
MAR	26	- OFFICE SUPPLIES	
93	202603 310-51300-42000	*	5.60	
MAR	26	- POSTAGE	

TRANSFER OF TAX RECEIPTS

3/12/26 00001	3/01/26	
	3/01/26	
	3/01/26	
	3/01/26	
	3/01/26	
GMS-SF, LLC	4,049.17 000278
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4/16/26 00003	3/31/26 198055	202603 310-51300-31500	*	500.00
MAR 26 - ATTORNEY FEES
BILLING COCHRAN, P.A.	500.00 000279
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4/16/26 00001	4/01/26 94	202604 310-51300-34000	*	3,709.50
APR 26 - MGMT FEES
4/01/26 94	202604 310-51300-31300	*	238.50
APR 26 - DISSEMINATION
4/01/26 94	202604 310-51300-49500	*	95.42
APR 26 - WEBSITE ADMIN
4/01/26 94	202604 310-51300-42000	*	2.64
APR 26 - POSTAGE
GMS-SF, LLC	4,046.06 000280
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4/23/26 00011	4/23/26 04232026 202604 300-20700-10000	*	5,567.76
TRANSFER OF TAX RECEIPTS
CAMPO BELLO CDD	5,567.76 000281
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TOTAL FOR BANK A	17,475.72
TOTAL FOR REGISTER	17,475.72

CAMP CAMPO BELLO	SRINKUS

Campo Bello	
Community Development District	

Unaudited Financial Reporting	
April 30, 2026	

Table of Contents

	Balance Sheet

	General Fund

	Debt Service Fund Series 2019

	Capital Project Fund Series 2019

	Month to Month

	Long Term Debt Report

	Assessment Receipt Schedule

Campo Bello	
Community Development District	
Combined Balance Sheet	
April 30, 2026	

Fund Balance:	
Restricted for:	
Debt Service - Series 2019	
Capital Project - Series 2019	
Unassigned	

-	
48,319	
-	

1,091,975	
48,319	
430,963	

General	Debt Service	Capital Project	Totals	
Fund	Fund	Fund	Governmental Funds	

Assets:	
Cash:	
Operating Account	
Due from General Fund	

$	59,315	
-	

$	-	
-	

$	-	
-	

$	59,315	
-	

Investments:	
State Board of Administration (SBA)	

371,649	-	-	371,649

Series 2019	
Reserve	
Revenue	
Acq & Construction	
Annexation Construction	

-	
-	
-	
-	

301,100	
790,875	
-	
-	

-	
-	
48,318	
0	

-	
301,100	
790,875	
48,318	
0	

Total Assets	$	430,963	$	1,091,975	$	48,319	$	1,571,257	
Liabilities:	
Accounts Payable	$	-		$	-		$	-		$	-		
Due to Debt Service		-		-		-		-	

Total Liabilites	$	-	$	-	$	-	$	-	

	-	1,091,975			
					
	430,963	-			
Total Fund Balances	$	430,963	$	1,091,975	$	48,319	$	1,571,257	
					
Total Liabilities & Fund Balance	$	430,963	$	1,091,975	$	48,319	$	1,571,257	

Campo Bello	
Community Development District	
General Fund	
Statement of Revenues, Expenditures, and Changes in Fund Balance	
For The Period Ending April 30, 2026	

Adopted	Prorated Budget	Actual	
Budget	Thru 04/30/26	Thru 04/30/26	Variance	

Revenues:		
Special Assessments - Tax Roll	$  145,736	
Interest Income	4,000	

$  145,736	
4,000	

$  145,807	
7,040	

$	71	
3,040	

Total Revenues	$ 149,736	$ 149,736	$ 152,848	$	3,112	

Expenditures:					
General & Administrative:					
Supervisors Fees	$	12,000	$	7,000	$	1,200	$	5,800	
PR - FICA	918	536	92	444	
Engineering	12,000	7,000	-	7,000	
Attorney	15,000	8,750	3,942	4,808	
Annual Audit	4,000	4,000	3,400	600	
Assessment Administration	4,000	4,000	4,000	-	
Arbitrage Rebate	550	550	550	-	
Dissemination Agent	2,862	1,670	1,670	-	
Trustee Fees	4,434	4,434	4,445	(11)	
Management Fees	44,514	25,967	25,967	-	
Website Maintenance	1,145	668	668	-	
Telephone	50	29	-	29	
Postage & Delivery	400	233	25	208	
Insurance General Liability	7,609	7,609	6,699	910	
Printing & Binding	500	292	-	292	
Legal Advertising	3,551	2,071	-	2,071	
Other Current Charges	1,000	583	122	461	
Office Supplies	150	88	0	87	
Dues, Licenses & Subscriptions	175	175	175	-	
Total General & Administrative	$ 114,858	$	75,654	$	52,954	$	22,699	

Operations & Maintenance

Field Expenditures		
Contingency	$	34,878	

$	20,346	$	-	$	20,346

Subtotal Field Expenditures	$	34,878	$	20,346	$	-	$	20,346	

Total Operations & Maintenance	$	34,878	$	20,346	$	-	$	20,346	

Total Expenditures	$ 149,736	$	95,999	$	52,954	$	43,045	

Excess (Deficiency) of Revenues over Expenditures	$	-	$	53,737	$	99,894	$	46,156	

Net Change in Fund Balance	$	-	$	53,737	$	99,894	$	46,156	
	
Fund Balance - Beginning	$	-		$  331,070		
	
Fund Balance - Ending	$	-		$  430,963		

Campo Bello	
Community Development District	
Debt Service Fund Series 2019	
Statement of Revenues, Expenditures, and Changes in Fund Balance	
For The Period Ending April 30, 2026	

Adopted	Prorated Budge	Actual	
Budget	Thru 04/30/26	Thru 04/30/26	Variance	

Revenues:		
Special Assessments - Tax Roll	$	608,797	
Interest Income	15,000	

$	608,797	
15,000	

$	605,799	
19,766	

$	(2,998)	
4,766	

Total Revenues	$  623,797	$  623,797	$  625,566	$	1,768	
Expenditures:		
Interest Expense - 12/15	$	184,213	$	184,213	$	184,213	$	-	
Principal Expense - 12/15	230,000	230,000	230,000	-	
Interest Expense - 06/15	180,188	-	-	-	
Total Expenditures	$  594,400	$  414,213	$  414,213	$	-	

Excess (Deficiency) of Revenues over Expenditures	$	29,397	$	209,585	$	211,353	$	1,768	
Other Financing Sources/(Uses):

Transfer In/(Out)	$	(10,000)	

$	(5,833)

$	(6,119)	$

(286)

Total Other Financing Sources/(Uses)	$	(10,000)	$	(5,833)	$	(6,119)	$	(286)	
		
Net Change in Fund Balance	$	19,397	$  203,751	$  205,234	$	1,482	
		
Fund Balance - Beginning	$	504,788	$	886,741	
		
Fund Balance - Ending	$	524,185	$ 1,091,975	

Campo Bello	
Community Development District	
Capital Projects Fund Series 2019	
Statement of Revenues, Expenditures, and Changes in Fund Balance	
For The Period Ending April 30, 2026	

Adopted	Prorated Budget	Actual	
Budget	Thru 04/30/26	Thru 04/30/26	Variance	

Revenues		
Interest Income	$	-	

$	-	$

899	$

899

Total Revenues	$	-	$	-	$	899	$	899	
Expenditures:		
Capital Outlay	$	-	$	-	$	-	$	-	
Total Expenditures	$	-	$	-	$	-	$	-	

Excess (Deficiency) of Revenues over Expenditures	$	-	$	-	$	899	$	899	
Other Financing Sources/(Uses)

Transfer In/(Out)	$	-	

$	-	$

6,119

$	6,119

Total Other Financing Sources (Uses)	$	-	$	-	$	6,119	$	6,119	

Net Change in Fund Balance	$	-	$	7,018	
		
Fund Balance - Beginning	$	-	$	41,301	
		
Fund Balance - Ending	$	-	$	48,319	

Campo Bello	
Community Development District	
Month to Month	

Oct	Nov	Dec	Jan	Feb	March	April	May	June	July	Aug	Sept	Total	

Revenues:														
Special Assessments - Tax Roll	$	-	$	3,119	$  138,288	$	1,156	$	1,207	$	673	$	1,363	$	-	$	-	$	-	$	-	$	-	$  145,807	
Interest Income	781	734	863	1,210	1,083	1,200	1,169	-	-	-	-	-	$	7,040	

Total Revenues	$	781	$	3,853	$ 139,151	$	2,367	$	2,291	$	1,873	$	2,532	$	-	$	-	$	-	$	-	$	-	$ 152,848	

Expenditures:														
General & Administrative:														
Supervisors Fees	$	-	$	600	$	-	$	-	$	-	$	-	$	600	$	-	$	-	$	-	$	-	$	-	$	1,200	
PR - FICA	-	46	-	-	-	-	46	-	-	-	-	-	92	
Engineering	-	-	-	-	-	-	-	-	-	-	-	-	-	
Attorney	609	1,324	509	500	500	500	-	-	-	-	-	-	3,942	
Annual Audit	-	-	-	3,400	-	-	-	-	-	-	-	-	3,400	
Assessment Administration	4,000	-	-	-	-	-	-	-	-	-	-	-	4,000	
Arbitrage Rebate	-	550	-	-	-	-	-	-	-	-	-	-	550	
Dissemination Agent	239	239	239	239	239	239	239	-	-	-	-	-	1,670	
Trustee Fees	-	4,445	-	-	-	-	-	-	-	-	-	-	4,445	
Management Fees	3,710	3,710	3,710	3,710	3,710	3,710	3,710	-	-	-	-	-	25,967	
Information Technology	-	-	-	-	-	-	-	-	-	-	-	-	-	
Website Maintenance	95	95	95	95	95	95	95	-	-	-	-	-	668	
Telephone	-	-	-	-	-	-	-	-	-	-	-	-	-	
Postage & Delivery	4	1	4	2	4	6	3	-	-	-	-	-	25	
Insurance General Liability	6,699	-	-	-	-	-	-	-	-	-	-	-	6,699	
Printing & Binding	-	-	-	-	-	-	-	-	-	-	-	-	-	
Legal Advertising	-	-	-	-	-	-	-	-	-	-	-	-	-	
Other Current Charges	-	-	11	-	34	40	38	-	-	-	-	-	122	
Office Supplies	-	-	-	-	0	0	-	-	-	-	-	-	0	
Dues, Licenses & Subscriptions	175	-	-	-	-	-	-	-	-	-	-	-	175	
Total General & Administrative	$  15,531	$  11,009	$	4,568	$	7,946	$	4,582	$	4,589	$	4,730	$	-	$	-	$	-	$	-	$	-	$  52,954	

Operations & Maintenance

Field Expenditures														
Contingency	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	

Subtotal Field Expenditures	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	

Total Operations & Maintenance	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	

Total Expenditures	$  15,531	$  11,009	$	4,568	$	7,946	$	4,582	$	4,589	$	4,730	$	-	$	-	$	-	$	-	$	-	$  52,954	

Excess (Deficiency) of Revenues over Expe	$  (14,749)	$	(7,156)	$  134,583	$	(5,579)	$	(2,291)	$	(2,716)	$	(2,198)	$	-	$	-	$	-	$	-	$	-	$	99,894	

Net Change in Fund Balance	$ (14,749)	$  (7,156)	$ 134,583	$  (5,579)	$  (2,291)	$  (2,716)	$  (2,198)	$	-	$	-	$	-	$	-	$	-	$  99,894	

Page 5

Campo Bello	
Community Development District	
Long Term Debt Report	

Series 2019, Special Assessment Revenue Bonds

Interest Rate:	3.250%, 3.500%, 4.000%	
Maturity Date:	12/15/2049	
Reserve Fund Definition	50% of Maximum Annual Debt Service	
Reserve Fund Requirement	$301,100	
Reserve Fund Balance	301,100	
Original Issue Amount: 10/10/2019	$10,450,000	
Less: Principal Payment - 12/15/20	($195,000)	
Less: Principal Payment - 12/15/21	($205,000)	
Less: Principal Payment - 12/15/22	($210,000)	
Less: Principal Payment - 12/15/23	($215,000)	
Less: Principal Payment - 12/15/24	($225,000)	
Less: Principal Payment - 12/15/25	($230,000)	
Current Bonds Outstanding	$9,170,000	

Page 6

Campo Bello
COMMUNITY DEVELOPMENT DISTRICT
Special Assessment Receipts - Miami-Dade County Fiscal Year 2026

Gross Assessments  $	153,405.00	$	640,839.22  $	794,244.22

ON ROLL ASSESSMENTS

Net Assessments	$

145,734.75	$

608,797.26	$

754,532.01

allocation in %	19.31%	80.69%	100.00%

Date	
Distribution	
Gross Amount	Discount/
Penalty	
Commission	
Interest	
Net Receipts	
O&M Portion	2019	Debt
Service	
Total	

11/12/25	
10/1-10/31/25	
$	1,926.58	
$	77.06	
$	18.50	
$	-	
$	1,831.02	
$	353.65	
$	1,477.37	
$	1,831.02	
11/14/25	11/1-11/10/25	9,664.74	386.58	92.78	-	9,185.38	1,774.12	7,411.26	9,185.38	
11/15/25	6/1-10/31/25	556.56	12.52	5.44	-	538.60	104.03	434.57	538.60	
11/28/25	11/11-11/20/25	4,832.37	193.29	46.39	-	4,592.69	887.06	3,705.63	4,592.69	
12/05/25	11/21-11/30/25	748,510.52	29,939.65	7,185.71	-	711,385.16	137,401.11	573,984.05	711,385.16	
12/19/25	12/1-12/15/25	4,832.37	193.29	46.39	-	4,592.69	887.06	3,705.63	4,592.69	
01/09/26	12/16-12/31/25	1,610.79	48.32	15.63	-	1,546.84	298.77	1,248.07	1,546.84	
01/09/26	11/1-12/31/25	527.11	15.82	5.11	-	506.18	97.77	408.41	506.18	
01/23/26	Interest	-	-	-	759.90	759.90	759.90	-	759.90	
02/11/26	1/1-1/31/26	6,443.16	128.86	63.14	-	6,251.16	1,207.39	5,043.77	6,251.16	
03/11/26	2/1-2/28/26	3,537.37	16.11	35.21	-	3,486.05	673.32	2,812.73	3,486.05	
04/17/26	1/1-3/31/26	6,970.28	-	69.70	-	6,900.58	1,332.82	5,567.76	6,900.58	
04/23/26	Interest	-	-	-	30.13	30.13	30.13	-	30.13	
	TOTAL	$	789,411.85	$	31,011.50	$	7,584.00	$	790.03	$	751,606.38	$	145,807.13	$	605,799.25	$	751,606.38	

$

99.39%
4,832.37

Percent Collected Balance Remaining to Collect

Page 7