CN-370000-HW683-BF04B.pdf

Funding Information:

Org. Code E.O. Object Code Budget Entity Appropriation

Category Grant # Project # Year Amount

Additional Funding Information attached on separate page.

Rev. 8/26/2020

STATE OF FLORIDA

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Task Assignment This Task Assignment (TA) is entered into between the Parties named below, pursuant to Contract Number: .

1. TA Number: TA Completion Date:

TA Description:

2. Parties State of Florida Department of Environmental Protection (Department)

Department Project Manager: Department Project Manager Phone:

Contractor Name: (Contractor ) ntractor’st ’s Project Manager: ontractor’s t’s Project Manager Phone:

3. Project Number:

(If different from TA Number)

Project Location(s):

Project Name:

4. As consideration for the services rendered by Contractor under the terms of this TA, the Department shall pay the Contractor on the following bases, up to the Total TA Value as indicated below:

Fixed Price:

Fixed Unit Rate: (Extended Price)

Cost Reimbursement:

Total TA Value:

5. The Parties agree to comply with the terms and conditions of the underlying the Contract, and the following attachments which are hereby incorporated by reference:

Attachment 1:

Additional Attachments (if necessary):

IN WITNESS WHEREOF, this TA shall be effective on the last date signed below.

State of Florida Department of Environmental Protection

CONTRACTOR Department Name:

Title: Secretary or Designee

(Authorized Signature) (Authorized Signature) Date:

Additional signatures attached on separate page.

HW683

BF04B Completion October 10, 2025

Geosyntec will conduct field assessment sampling and complete the Site Assessment Report Addendum at the below site in accordance with the cost proposal and Level of Effort (LOE) submitted to the Department on March 6, 2025.

Megan Johnson 850.245.8994 Contractor Geosyntec Consultants Contractor

Contractor Shekhar Melkote, P.G. Contractor 570.575.2631

ERIC_17896

13760-13780 NE 5th Avenue, North Miami, Miami-Dade County

Former Ruck's Park

Contractor Contractor

✔ $ 99,981.91

$ 99,981.91

Scope of Work

Geosyntec Consultants Contractor Joseph Applegate, P.G.

Sr. Principal Hydrogeologist

Joseph Applegate Digitally signed by Joseph Applegate Date: 2025.03.11 16:56:05 -04'00'

Jennifer Farrell

Digitally signed by Jennifer Farrell Date: 2025.03.11 14:20:25 -04'00'

N/A

Task Assignment Notification/Change Order Deliverables and Invoice Schedule Attachment

WC TAFORM

Contract Number:

Task Assignment #:

Deliverables:

Deliverable Deliverable Due Date

Invoice Schedule:

Requirements for Invoice Submittal Amount to be Invoiced

TOTAL COST

Updated QAPP/Work Plan and HASP 03/21/2025

Field prep and procure site access 05/01/2025

Field notes, photographic log, chain of custody, and sampling logs 06/01/2025

Site Assessment Report Addendum; Project Management 09/01/2025

IDW Management documentation 06/01/2025

Department approval of updated QAPP/Work Plan and HASP (Subtask 2) $ 3,757.48

Department approval of field preparation and site access (Subtask 3) $ 5,587.07

Department approval of field notes, photographic log, chain of custody, and sampling logs (Subtask 4) $ 61,052.34

Department approval of Project Management and Site Assessment Report Addendum (Subtasks 1 and 5) $ 26,742.93

Department approval of IDW Management documentation (Subtask 6) $ 2,842.09

$ 99,981.91

HW683

BF04B

www.FloridaDEP.gov

FFLLORIDA DDEEPARTMENTT OOFF

EEnvironmentall Protection

Bob Martinez Center

2600 Blair Stone Road Tallahassee, FL 32399-2400

Ronn DeSantis Governor

Alexiss A.. Lambert

Secretary

Memorandum TO: Geosyntec Consultants, Inc. HW683 Contract File

FROM: Megan Johnson, Contract Manager

DATE: March 7, 2025

SUBJECT: Negotiation Summary – SRP28, Task Assignment (TA) BF04B Former Ruck’s Park - Site ID #: ERIC_17896 Site Assessment Activities

This TA is for conducting site assessment and completing the Site Assessment Report Addendum (SARA) for the Former Ruck’s Park Brownfield Site, located at 13760-13780 NE 5th Avenue, North Miami, Miami-Dade County. The services under this task are being conducted using federal funds from the State & Tribal Response Program (SRP) cooperative agreement that is administered by the Department on behalf of the U.S.

Environmental Protection Agency (EPA).

Subtask 1: Project Management This subtask is a percentage of the overall project fees and has been negotiated as a contract rate. It includes project management, overhead, general and administrative, and fringe. The agreed upon cost of this subtask is $6,950.67.

Subtask 2: Update QAPP/Work Plan and HASP Under this subtask, Geosyntec will revise the recently submitted QAPP/Work Plan based on comments received from DERM. The revised QAPP will present the field scope of work and the quality assurance, quality control, sampling procedures and other technical activities for completing the site assessment and preparing the SARA. The agreed upon cost of this subtask is $3,757.48.

Subtask 3: Field Preparation and Off-Site Access Under this subtask, Geosyntec will focus on field preparation efforts for sampling and well installation, coordinating with Miami-Dade County and City of North Miami, preparing necessary paperwork for procuring the right-of-way permits, and securing site access to the residences to the west of the site. The agreed upon cost of this subtask is $5,587.07.

Subtask 4: Field Work Under this subtask, Geosyntec will conduct soil and groundwater sampling per the QAPP.

Soil samples from multiple depths will be collected at 33 locations for arsenic and polyaromatic hydrocarbons (PAHs) analysis. Five new monitoring wells will be installed by a sub-contracted licensed well driller. The new and previously existing monitoring wells

Former Ruck’s Park Brownfield Site Task Assignment BF04B March 7, 2025 www.FloridaDEP.gov

(totaling approximately 19) will be sampled for metals, PAHs, organo-chlorine pesticides (OCPs) and coliforms. Soil and ground water samples will be sent to a certified laboratory for analysis. To optimize precise delineation of arsenic-affected soils, Geosyntec will utilize x-ray fluorescence (XRF) for screening prior to collecting samples for the fixed based laboratory analysis. A professional surveyor will be subcontracted to survey the horizontal and vertical coordinates of the soil sampling and monitoring well locations. The agreed upon cost of this subtask is $61,052.34.

Subtask 5: Site Assessment Report Addendum Under this subtask, Geosyntec will integrate data collected during the current site assessment with previous data and prepare a comprehensive SARA. The SARA will also include available data collected during previous site assessment activities, a review and interpretation of the soil data and groundwater concentrations, soil and groundwater summary data tables, groundwater analytical results, groundwater concentration plume maps, groundwater elevation and flow maps, summary and conclusions including potential impacts on brownfield Site re-development. The agreed upon cost of this subtask is $19,792.26.

Subtask 6: IDW Disposal This subtask includes effort for completing the IDW paperwork/manifests and overseeing pickup. The agreed upon cost of this subtask is $2,842.09.

Summary The Department’s SRP Contract Manager and Geosyntec’s Contract Manager have both agreed to the scope of work and associated costs. The final cost associated with this TA is $99,981.91. Documentation of these costs is included in the Cost Proposal/Level of Effort (CP/LOE) Form and CP/LOE narrative provided by Geosyntec on March 6, 2025, and the TA Form for BF04B prepared by the Department. The final deliverable for this TA must be received by the Department no later than September 1, 2025.

2039 Centre Pointe Blvd, Suite 301 Tallahassee, Florida 32308

PH 850-765-9312

www.geosyntec.com

Fmr Rucks Park Brownfield Site QAPP+HASP 1

6 March 2025

Ms. Megan Johnson, Project Manager Mr. Scott L. Sweeney, Environmental Manager Brownfields and CERCLA Site Screening Division of Waste Management Florida Department of Environmental Protection 2600 Blair Stone Road Tallahassee, FL 32399-2400

Subject: Cost Proposal for Conducting Field Assessment Sampling and Completing the Site

Assessment Report Addendum for the Former Rucks Park Brownfield Site, 13760-13780 NE 5th Avenue, North Miami, Florida 33168.

Brownfield ID #1314003001. DERM Facility ID No. IW5-8624/File-8022

Dear Ms. Johnson and Mr. Sweeney:

Geosyntec Consultants, Inc. (Geosyntec) is pleased to submit this proposal and Cost Estimate/Level of Effort (CEF/LOE) for conducting site assessment and completing the Site Assessment Report Addendum (SARA) for the Former Rucks Park Brownfield Site in North Miami, Florida (the “Site”). The Site is currently under a Brownfield Site Rehabilitation Agreement (BSRA) with the City of North Miami and Miami-Dade County Division of Environmental Resources (DERM). The property was recently transferred to Magellan Housing for redevelopment into affordable housing and green space.

BACKGROUND

The Site consists of approximately six acres of land formerly occupied by the Rucks Wastewater Treatment Plant and is bounded to the north by NE 139th Street, to the south by NE 137th Street, to the west by NE 4th Avenue and adjacent residences and to the east by NE 5th Avenue in North Miami, Florida (Figure 1).

As per the BSRA, the Site is divided into specific areas based upon historic land uses:

• Sludge Area

• Street Sweeping Area

• Nursery Area

• Underground Storage Tank (UST) Area

There are also other offsite areas identified as Miami-Dade County (MDC) Stormwater Pump Station to the west that have been in included in the assessment efforts. Previous assessments identified pesticides, petroleum and other chemicals of concern [COCs) including Arsenic, Dieldrin, Lead, Benzo(a)pyrene (BaP), and Ammonia that exceed the applicable Soil Cleanup Target Level (SCTL) and/or the

Ms. Johnson and Mr. Sweeney

Fmr Rucks Park Brownfield Site QAPP+HASP

Groundwater Cleanup Target Level (GCTL) per Chapter 62-780, F.A.C. Total and fecal coliforms have also been detected historically in groundwater exceeding the DERM criteria.

COCs have been found offsite, primarily on properties west of the Site, including the MDC Stormwater Pump Station, former Nursery, and residential homes and roadways. Soil and groundwater contamination along the western boundary and offsite to the west requires further delineation and remediation as part of redevelopment.

The QAPP will detail the soil and groundwater sampling required to define the extent of contamination and outline the specific procedures, standards, and quality control measures for the site assessment, while the HASP will address worker and public safety during the investigation.

The associated scope of work consists of the following tasks:

Subtask 1 – Project Management

This subtask includes effort for overall Project Management.

Task 2 – QAPP Update

Under this task, Geosyntec will revise the recently submitted QAPP (Geosyntec 20251), based on DERM’s 18 February 2025 review comments. The QAPP Rev 1 will present the field scope of work and the quality assurance (QA), quality control (QC), sampling procedures and other technical activities for completing the site assessment and prepare the SARA. The site-specific HASP presents task-specific health and safety analysis to identify task-specific hazards, hazard controls, and monitoring and safety requirements for field related activities at the Site.

Task 3 - Subtask 2 – Field Preparation and Procure Off-Site Access

This task focuses on Geosyntec’s field preparation efforts for sampling and well installation, coordinating with Miami-Dade County and City of North Miami, preparing necessary paperwork for procuring the right-of-way (ROW) permits, and securing site access to the residences to west of the Site.

Task 4 - Field Work

Task 4 encompasses field efforts for conducting the soil and groundwater sampling per the QAPP. Soil samples from multiple depths will be collected at 33 locations for arsenic and polyaromatic hydrocarbons (PAHs) analysis. Five new monitoring wells will be installed by a sub-contracted licensed well driller.

The new and previously existing monitoring wells (totaling approximately 19) will be sampled for metals, 1 Geosyntec. 2025. Quality Assurance Project Site Assessment Report Addendum, Former Rucks Park Brownfield Site, 13760 –13780 NE 5th Avenue, North Miami, FL, DERM Facility ID IW5-8624/File-8022/Brownfield ID #131403001). 5 Feb.

Fmr Rucks Park Brownfield Site QAPP+HASP

PAHs, organo-chlorine pesticides (OCPs) and coliforms. Soil and ground water samples will be sent to a certified laboratory for analysis. To optimize precise delineation of arsenic-affected soils, we have included using x-ray fluorescence (XRF) for screening prior to collecting samples for the fixed based laboratory analysis. In addition, due to the 8-hour hold time for coliforms, close coordination with the laboratory will be required. The investigative-derived waste (IDW) will be containerized and disposed off-site by a licensed waste contractor (see Subtask 6). A professional surveyor will be subcontracted to survey the horizontal and vertical coordinates of the soil sampling and monitoring well locations.

Task 5 – Site Assessment Report Addendum (SARA)

Geosyntec will integrate data collected during the current site assessment with previous data presented in SSAR2 and prepare a comprehensive Site Assessment Report Addendum in accordance with Chapter 62-780 FAC. The SARA will also include available data collected during previous site assessment activities, a review and interpretation of the soil data and groundwater concentrations, soil and groundwater summary data tables, groundwater analytical results, groundwater concentration plume maps, groundwater elevation and flow maps, summary and conclusions including potential impacts on brownfield Site re-development.

Task 6 –IDW Off-Site Disposal

Task 6 includes effort for completing IDW paperwork/manifests and overseeing pickup.

Cost Estimate and Schedule:

Geosyntec contacted 3 contractors for monitoring well drilling, utility clearance and IDW disposal services to obtain costs. A summary of these bids are as follows:

Date Contractor Estimated Duration

Date Available Costs

Well Installation 3/5/25 Earth Tech Drilling 5 days Mar/April $ 17,370 3/5/25 PDS 5 days Mar/April $ 19,384 3/4/25 Cascades Drilling 5 days Mar/April $ 18,988

2 Geosyntec. 2024. Site Assessment Report Addendum, Former Rucks Park Brownfield Site, 13760 –13780 NE 5th Avenue, North Miami, FL, DERM Facility ID IW5-8624/File-8022/Brownfield ID #131403001). 25 Jul.

Fmr Rucks Park Brownfield Site QAPP+HASP

Date Contractor Estimated Duration

Date Available Costs

Utility Clearance 3/3/25 Blood Hound - 2 days $ 4,224 3/5/25 GeoTek Services, LLC - 1 day - $1,500 3/5/25 Geoview - 1 day - $1,500

--Not Applicable

Date Contractor Estimated Duration

Date Available Costs

IDW Pick up and Disposal 12/16/24 Erwin 1 day Mar $ 125 1/1/25 WRI 1 day Mar $ 125 3/5/25 Hulls – No bid - - $ NA

--Not Applicable

Based on the pricing and availability, Geosyntec recommends subcontracting Earth Tech Drilling for advancing soil borings and installation of monitoring wells, GeoTek Services, LLC or Geoview Environmental, Inc. for utility clearance, and Erwin Remediation for IDW pickup and disposal, respectively. Eurofins, Altamonte Springs, FL, a fully certified laboratory, will be subcontracted for soil and groundwater services. Eurofins provided the previous analysis in 2024.

The cost estimate and level of effort for conducting the site assessment and preparing the SARA is presented in attached CEF/LOE forms. The invoicing and deliverable schedule is presented below. The schedule assumes that the project Task Assignment would be issued by 21 March 2025.

Task Deliverable Deliverable Due Date

Invoice Amount

2 QAPP and HASP 14 March 2025 $ 3,757.48

3 Field Prep + Procure Site Access 1 May 2025 $ 5,587.07

4 Fieldwork 1 June 2025 $ 61,052.34

5 +1 SARA + PM 1 September 2025 $ 26,742.93

6 IDW Management 1 June 2025 $ 2,842.09

Total: $ 99,981.91

Fmr Rucks Park Brownfield Site QAPP+HASP

We appreciate the opportunity to conduct this project for the FDEP. Please contact Joe Applegate at

850.556.8419 or Shekhar Melkote at 570.575.2631 if you have any questions.

Sincerely, Joseph L. Applegate, P.G. (FL) Shekhar Melkote, P.G. (FL) Sr. Principal Hydrogeologist Senior Consultant

Attachment(s): CEF/LOE Form Subcontractor Quotes

NE 139th Street

N E th

A ve n u e

NE 137th Street

R es id en ti al

B u ild in g s

WASD

Pump

Station

N E th

A ve n u e

UST Area

Street Sweeping Area

Sludge Area

Nursery Area

[<3.4]

MW-Sludge 1 [<3.4]

MW-10-R [<3.4]

MW-13 [<3.4]

MW-Street Sweepings-3-R [<3.4]

MW-SS-3W-R [<3.4]

MW-34 [<3.4]

MW-Pond-R [<3.4]

MW-Nursery-1R [<3.4]

MW-20 (S) [<3.4]

MW-23 (S)[<3.4]

MW-26 [<3.4]

MW-21(I)-R [<3.4]

MW-35 [<3.4]

MW-20(I) [2.6 I]

SB-101

MW-54

MW-53

MW-22I

SB-199

SB-200

SB-201

SB-202

MW-Street Sweepings-45-R [30]

SB-203

SB-207

SB-208

SB-206

SB-205

SB-204

MW-56*

MW-55

1 2 3

4 5 6

7 8 9

1 2 3 4

422743442645

12111050

24 52

14 15

54 22 55 56

24 23

12 13

OS-3

OS-2

OS-1

OS-4

OS-5

OS-6

OS-7

OS-8

OS-9

SB-15

OS-11

OS-10

SB-175

SB-174

SB-173

SB-172

SB-171

SB-170

SB-169

SB-168

SB-167

SB-166

SB-165

SB-164

SB-163

SB-162

SB-103

SB-129

SB-128

SB-127

SB-126

SB-125 SB-124 SB-123 SB-122

SB-121

SB-120

SB-119 SB-117

SB-116

SB-115

SB-114

SB-113

SB-112

SB-111

SB-110

SB-109

SB-107

SB-106

SB-105

SB-104

SB-161

SB-160

SB-159

SB-158

SB-157

SB-156

SB-155

SB-154

SB-153

SB-152

SB-151

SB-150

SB-148

SB-147

SB-146

SB-143

SB-142

SB-141

SB-140

SB-138

SB-137

SB-136

SB-135

SB-134 SB-133

SB-132SB-131

ESB-42

ESB-27

ESB-26

ESB-40

ESB-25

ESB-39

ESB-23

ESB-28

ESB-21

ESB-20

ESB-38

ESB-19

ESB-36

ESB-34ESB-31

ESB-32

ESB-33

ESB-18

ESB-30

ESB-17

SB-WASD-1

SB-WASD-2

ESB-35

ESB-37

ESB-43

SB-139

SB-144

SB-145

SB-149

SB-102

SB-108

SB-118

MW-7 [88]

MW-4R [20]

MW-48 [58]

MW-46 [0.88 I]

MW-25 [110]

MW-16 [1.4 I]

MW-24R [44]

MW-5-R [20]

MW-3-R [8.9]

MW-2-R [2.3 I]

MW-PG-1

MW-14-R [2.4]

MW-PG-2R [7.9]

MW-SS-4 R [380]

MW-Nursery-2R [20]

MW-52 [4.7]

MW-50 [140]

MW-49 [13]

MW-31 [6.3]

MW-27 [1.6 I]

MW-29R [2.3 I]

MW-28R [19]

MW-Street Sweepings-1D-R [282]

MW-51 [4.9]

MW-SS-1 R [78]

MW-22 R [1,200]

MW-33* [110]

MW-8 [9.5]

SB-187

SB-186

SB-185

SB-184

SB-176

SB-182

SB-181

SB-177

SB-196

SB-197

SB-195

SB-194

SB-189

SB-191

SB-192 SB-193

SB-190

SB-188

SB-198

SB-178

SB-179

SB-180

SB-183

Path: (Titusville-01\DATA) \\Titusville-01\Data\0GIS\FR9092_FormerRucksPark\MXDs\202501\Proposed_Locs_202410_w_prop_siteplan.mxd 28 February 2025. Last Edited by: janelle.roach

0 70 Feet

Legend

Soil Boring Location (sampled for Arsenic)

Summary of Arsenic Results inSoil (Symbol Color Coding)

0 to 2.1 mg/kg

Greater than 2.1 to 4.4 mg/kg

Greater than 4.4 to 12 mg/kg

Greater than 12 mg/kg

Not Sampled

Property Boundary

Residential Buildings

Shallow Monitoring Well Locations

Intermediate Monitoring Well Locations

Deep Monitoring Well Location

Proposed Monitoring Well Location

Proposed Soil Boring Analyzed as follows:

Arsenic

Benzo(a)pyrene (BaP)/Polynuclear Aromatic Hydrocarbons (PAHs)

Arsenic and BaP/PAHs

Arsenic Contours in Shallow Groundwater (μg/L)

Arsenic Contours in Intermediate Groundwater (μg/L)

Residential SCTL 2.1

Background 4.4

Industrial SCTL 12

Screening Criteria for Arsenic (mg/kg)

0 to 0.5

0.5 to 2.0 Greater than 2.0

Depth Interval (ft BLS)

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Notes:

1. ft BLS indicates feet below land surface.

2. mg/kg indicates milligrams per kilogram.

3. μg/L indicates micrograms per liter.

4. The Florida Department of Environmental Protection Groundwater Cleanup

Target Level for Arsenic is 10 μg/L.

5. WASD indicates Water and Sewer Department.

6. SCTL indicates the Florida Department of Environmental Protection Soil

Cleanup Target Level.

7. UST indicates underground storage tank.

8. * indicates MW-56 will be installed if the SPLP exceeds at SB-196.

9. '<' indicates that the compound was analyzed for but not detected. Value shown is the laboratory detection limit.

10. I indicates the reported value is between the laboratory method detection limit and the laboratory practical quantitation limit.

11. Soil borings collected by Geosyntec in 2023 are based on survey data provided by Pultice Land Surveyors and all other locations and site features were estimated based on ESciences Site Map, provided in the Site Assessment Report Addendum dated 14 February 2020 and should be considered approximate.

12. 2022 Aerial Photo Source: Florida Department of Transportation Surveying and Mapping Office APLUS website.

Former Rucks Park 13760 - 13780 NE 5th Avenue

North Miami, Florida

Additional Soil and Groundwater Sampling Locations

Figure

Tallahassee, FL February 2025

Figure includes Conceptual Site Redevelopment Plan Overlay

[3.4] Arsenic Concentration in Groundwater(μg/L)

Arsenic Concentrations in μg/L300

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LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Former Rucks Park Brownfield Site SUBTASK 2: QAPP Update

DATE: 3/6/2025

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Sr. Principal J. Applegate 4

Senior Consultant S.Melkote

Drafter J. Sea 2

TOTAL LABOR 20

Update GIS Figures (4 hr)

Meetings with DERM (2 hr). Prepare Responses to DERM comments (1 hr). Review QAPP (1 hr).

Meetings with DERM (2). Update the 2/5/25 QAPP Text, Tables and Figures (8 hr)

Report Editing/preparation (2 hr)

Project Professional M.Hensley

3/7/2025 Page 3 of 7 Subtask 2

SUBTASK 3: Field prep & Procure off-site access

DATE: 3/6/2025

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Sr. Principal J. Applegate 6

Senior Consultant S. Melkote 10

Project Professional P. Terselich 12

Project Professional M. Hensley 2

TOTAL LABOR 30

GIS Assistance with Site Access and Permit Applciation (2 hr)

Kickoff Meetings (2 hr) and Field Prep Oversight (4 hr)

Fieldwork planning, subcontractor(s) procurement and field scheduling (5 hr), field team meetings (3 hr); off-ste access assistance (2 hr);

Prepare and Submit Necessary Paperwork to procure the roadway right of way permit (ROW Permit; 12 hr)

3/7/2025 Page 4 of 7 Subtask 3

SUBTASK 4: Fieldwork

DATE: 3/6/2025

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Sr. Principal J. Applegate 5

Senior Consultant S. Melkote 12

Sr. Staff Professional M. Guirard

Sr. Staff Professional S. Abelson 91

Administrative Assistant

TOTAL LABOR 199

VEHICLE TYPE RATE UNIT USEAGE

Car $80.00 Day 0 $0.00 Truck $120.00 Day 7 $840.00 Van $120.00 Day 0 $0.00

Subtotal $840.00

TOTAL VEHICLE $840.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Equipment Procurement

XRF Soil Screening for Arsenic (2 days @ $580/day) $1,160.00 $1,160.00 $0.00 $0.00

Subtotal $1,160.00

Drilling (Conventional) Earth Tech Drilling, Inc. Soil Borings, Well Install and Development $17,370.00 $17,370.00 Pompano Beach, FL $0.00 $0.00

Subtotal $17,370.00

Drilling (Non-Conventional) GeoTek Services, Inc. Mark underground utilities $1,500.00 $1,500.00 Titusville, FL $0.00 $0.00

Subtotal $1,500.00

Surveying Engenuity Group Survey Soil Boring and Monitoring Wells $3,870.00 $3,870.00

Subtotal $3,870.00

TOTAL SUB $23,900.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

Metals -As Soil $12.00 84 4 $1,056.00 PAHs Soil $110.00 27 1 $3,080.00 Metals -As GW $12.00 19 2 $252.00 Metals -Pb GW $12.00 4 1 $60.00 PAHs GW $110.00 8 1 $990.00

OCP GW $105.00 5 1 $630.00

Coliform, Total GW $49.00 5 1 $294.00 Coliform, Fecal GW $49.00 5 1 $294.00 SPLP - PAH Soil $155.00 3 1 $620.00

$0.00 0 0 $0.00 Subtotal $7,276.00

Fast Turnaround Charges Percent 24 Hours 110% $110.00 6 $726.00 3 Days 65% $0.00 0 $0.00 1 Week 20% $0.00 0 $0.00

Subtotal $726.00

TOTAL LAB $8,002.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Drilling Related

Monitoring Well Installation Kit $325.00 Day 3 $975.00 Soil Assessment Kit $175.00 Day 2 $350.00

Subtotal $1,325.00 Analytical Related

Groundwater Sampling Kit $290.00 Day 2 $580.00 Peristaltic Pump $30.00 Day 2 $60.00 Tubing $0.30 Day 150 $45.00

Subtotal $685.00 Expendables

$40.00 Day 7 $280.00 Subtotal $280.00

Other $0.00 Day 0 $0.00

Subtotal $0.00

TOTAL EQUIPMENT $2,290.00

Fieldwork data review and technical support (5 hr)

Fieldwork data review (5), oversight and support (5)

Daily mob/demob (3 hr x7 days = 21 hr); Soil Sampling at 33 locations (20 hr); Oversee onsite and ROW well install & development (30 hr); Sample ~20 onsite & offsite wells (20 hr);

Daily mob/demob (3 hr x 7 days = 21 hr); Soil Sampling at 33 locations (20 hr); Oversee onsite and ROW well installation & development (30 hr); Sample ~20 onsite & offsite wells (20 hr);

3/7/2025 Page 5 of 7 Subtask 4

SUBTASK: Site Assessment Report Addendum

DATE: 3/6/2025

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Sr. Principal J. Applegate 15

Senior Consultant S. Melkote 52

Project Professional M. Hensley 30

Drafter J. Sea 15

TOTAL LABOR 112

Oversight for SARA and cooridination with Brownfield team of SARA preparation.

Coordinate GIS Figures.

Update Tables, Text & Figures. Prepare draft and final comprehensive text.

Prepare draft (20 hr) and final GIS (10 hr) figures

Assist tables and database

3/7/2025 Page 6 of 7 Subtask 5

SUBTASK: IDW Disposal

DATE: 3/6/2025

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Senior Consultant S.Melkote 2

Senior Staff Professional M. Guirard 6

TOTAL LABOR 8

VEHICLE TYPE RATE UNIT USEAGE

Car $80.00 Day 1 $80.00 Truck $120.00 Day 0 $0.00 Van $120.00 Day 0 $0.00

Subtotal $0.00

TOTAL VEHICLE $80.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

IDW

Erwin Remediation IDW Disposal 15 drums @ $125/drum $1,875.00 $1,875.00

$0.00 $0.00 Subtotal $1,875.00

TOTAL SUB $1,875.00

Review waste manifests and coordinate IDW disposal.

Meet waste contractor on-site during IDW drum pickup

3/7/2025 Page 7 of 7 Subtask 6

2025 03-04 Proposal Project No. 24059.01

March 4, 2025

Shekhar Melkote, P.G.

Senior Consultant Geosyntec Consultants, Inc.

(Vía email: SMelkote@Geosyntec.com)

Re: Professional Surveying Services Former Rucks Park North Miami, Florida

Engenuity Group Project No. 24059.01

Dear Mr. Melkote:

We are pleased to offer this proposal to render professional surveying services in connection with Former Rucks Park located at 13760-13780 NE 5th Avenue, North Miami, FL (hereinafter called the ‘Project’).

Engenuity Group, Inc. will horizontally locate 33 new sampling locations (SB-176 through SB-208) and 5 monitoring wells (MW-53, MW-54, MW-55, MW-56 and MW- 22I) as depicted on the attached graphic, which was provided by your office on March 3, 2025. Additionally, Engenuity Group, Inc will measure the top of casing at each well with an adjacent ground elevation. All elevations will be obtained in National American Vertical Datum of 1988 (NAVD 88).

Total Fee: $3,870.00

The final deliverable will be an electronically signed and sealed copy of the Surveyors Report, which can be provided within twenty (20) business days of receiving authorization to proceed and the meeting on site to identify the locations with your staff (optional). The Surveyors Report will have the x, y and z of all monitoring wells and soil boring locations.

Permit Fees, Reproduction Charges and Reimbursable Expenses The Total Contract Price does not include the payment of any governmental agency submittal or processing fees. The cost of these fees and any costs incurred by the office for printing, reproduction and other reimbursable expenses such as postage, travel, and document copy charges will be billed to the client monthly.

Invoicing and Payment Work will be invoiced on a monthly basis for work completed to date. Invoice shall be paid in full by the Client within thirty (30) days of the invoice date, unless within such thirty (30) day period, Client notifies Engenuity Group, Inc. in writing of its objection to the amount of said invoice. Such notice shall be accompanied by payment of any undisputed portion of said invoice. If written objection is not received within thirty (30) days it shall constitute approval of invoice by Client. If the payment is not received within fifteen (15) days of billing date, a late charge will be added to the invoice in the amount of 1½ percent per month on the outstanding balance. If payment is not received within sixty (60) days of the invoice date, work may be suspended on the project until the outstanding invoice(s) are paid in full.

This proposal represents the entire understanding between you and us with respect to the Project. If this satisfactorily sets forth your understanding of our agreement, please execute the attached Authorization and return it to us. If you have any questions, please do not hesitate to contact us.

PURSUANT TO SECTION 558.0035 FLORIDA STATUTES, THE

CONSULTANT IS THE RESPONSIBLE PARTY FOR THE PROFESSIONAL

SERVICES IT AGREES TO PROVIDE UNDER THIS CONTRACT. NO

INDIVIDUAL PROFESSIONAL EMPLOYEE, AGENT, DIRECTOR,

OFFICER OR PRINCIPAL MAY BE INDIVIDUALLY LIABLE FOR

NEGLIGENCE ARISING OUT OF THIS CONTRACT, AS LONG AS THE

CONSULTANT MAINTAINS THE PROFESSIONAL LIABILITY INSURANCE

REQUIRED UNDER THIS CONTRACT AND AS LONG AS ANY

DAMAGES ARE SOLELY ECONOMIC IN NATURE AND THE

DAMAGES DO NOT EXTEND TO PERSONAL INJURIES OR PROPERTY

NOT SUBJECT TO THIS CONTRACT.

Sincerely, Approved by, Jennifer Malin, P.S.M. Andre Rayman, P.S.M.

Director of Surveying President

Authorization: Professional Surveying Services Former Rucks Park North Miami, Florida

Engenuity Group Project No. 24059.01

By: Date:

(Name & Title)

For:

(Name of Company)

Contract Amount: $3,870.00

I am ____ I am not _____ The Owner of the Property

The Property Owner Is:

Address:

Telephone:

Fax:

Graphic

EARTH TECH DRILLING

2703 NW 19TH STREET, POMPANO BEACH, FL 33069

954.974.2424 FAX:954.974.2423

Date: 3/3/2025

FAC ID#:

PROPOSED SCOPE OF WORK:

Assumed 10 Drums Total

Develop Wells next day

Unit Unit Rate Number of Units Extended Price

Equipment Type: DPT/Combo Track Rig whole day $1,700.00 5 $8,500.00 day / Mob $1,500.00 1 $1,500.00

2" Well Installation per foot $30.00 78 $2,340.00 6" Surface Casing per foot $0.00 Pre-Packed PVC Well Screen (includes all materials) 5' Length Pack OD ___1"____ each $0.00 Well Riser (includes all materials) ID ___1"___ 5' Length each $0.00 per well $225.00 5 $1,125.00

Mobilization daily roundtrip $575.00 5 $2,875.00 Per Diem per crew / per night $0.00 DOT Approved 55-gal Drum each $80.00 10 $800.00

Permits 2 Installation Permit each $130.00 1 $130.00

Permits 2 Installation Permit each $0.00 Concrete Core each $95.00 0 $0.00 Bentonite Chips for Boring abandonment bag $25.00 4 $100.00

TOTAL QUOTE PRICE $17,370.00

Notes:

Project No.: ___________________________

Subcontract Company Name: EARTH TECH DRILLING. Inc.

Subcontract Mailing Address: 2703 NW 19th Street, Pompano Beach, FL 33069

Signature and Title of Person Submitting Quote: CCharles Bucher Date: 3/3/2025

Days to Complete Scope of Work: 5 Days

ETD Policy: If pea gravel is encountered, borehole advancement is terminated. If client would like to continue borehole advancement, it is at the risk of the consultant, FDEP or property owner.

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

Contractor Name: Geosyntec - Joseph Applegate - 850 518-1832

Site Name: Former Rucks Park - 13760-13780 NE 5th Ave - North Miami, FL

(HAND CLEAR ALL LOCATIONS TO 5' or REFUSAL)

(4) MW 2" x 12' w/ 10' .010" Screen (20/30 Sand) & 8" BD Completion - Installed by Auger - No Soil Sampling

(1) MW 2" x 30' w/ 5' .010" Screen (20/30 Sand) & 8" BD Completion - Installed by Auger - No Soil Sampling

Well Completion (includes. 8" BD MH & locking well cap)

DPT/Combo Rig

Skidsteer for IDW Management (Last day of project to move drums)

(33) DPT Soil Borings to 4' - Backfill with Bentonite Chips

Monitoring Wells Sparge Wells Horizontal and Vertical Extraction Wells Geotechnical Drilling Direct Push

Preferred Drilling Solutions, Inc.

8820 66th St. North, Pinellas Park, FL 33782

Ph: 727-561-7477 Fax: 727-561-9028 www.pdsflorida.com

DIRECT PUSH TECHNOLOGY QUOTE FORM

Date: 3/5/25 FAC ID#:

Unit Unit Rate Number of Units Extended Price whole day $2,250.00 5 11,250.00$ half day $1,750.00 -$ per foot $28.00 78 2,184.00$ each $110.00 -$ each $50.00 -$ each $35.00 -$ per well $200.00 5 1,000.00$ roundtrip $900.00 1 900.00$ per crew / per night $600.00 4 2,400.00$ each $75.00 10 750.00$ per day $200.00 2 400.00$ each $125.00 4 500.00$

TOTAL QUOTE PRICE $19,384.00

Notes: 1. Includes saw cuts, development, standby time, and decon.

Project No.:

Subcontract Company Name: Preferred Drilling Solutions, Inc. (727) 561-7477

Subcontract Mailing Address: 8820 66th St, Pinellas Park, FL 33782

Signature and Title of Person Submitting Quote: ___________________________________Kevin Bonacum, VP of Ops. Date: 3/5/25

Decon pad, steam clean between wells as needed

13760-13780 NE 5th Ave, Nort Miami, Miami-Dade County, FL

Well Completion (includes MH w/ cover, concrete pad, and locking well cap)

Well Riser (includes all materials) ID 1" 5' Length

Slotted PVC Well Screen (includes all materials) 5' Length Pack OD 3.5"

Pre-Packed Well Screen (includes all materials) ID 1" 5' Length Pack OD 3.5"

Auger Attachment, 2" Well Install

Direct Push Half-Day Rate 1 - on-site half day

(1) 2" x 30' MW with 5' .010 screen, soil sampling as needed, drum soil & waters, pad and 8" bolt down manhole

Site Name and Location: Former Rucks Park

Consultant Name: Geosyntec Consultants

PROPOSED SCOPE OF WORK:

33 Soil borings to approx 4' via DPT, client to GPR each location before drilling, backfill with hole plug, restore grade as needed

(4) 2" x 12' MW's with 10' .010 screen, soil sampling as needed, drum soil & water, pad and 8" bolt down manhole

Days to Complete Scope of Work: 5

Direct Push Daily Rate 1 - on-site day

Equipment Type: Geoprobe 8040DT, 3230DT, 7822DT, 6620DT, 6712DT

*Note: It is against PDS policy to drill in Pea Gravel. Borings in Pea Gravel will be terminated or can proceed solely at the risk of the consultant, DEP or Property Owner

Other (specify)

Other (specify)

Other (specify)

GeoProbe Consumables (includes tubing, points, liners, concrete patch, asphalt patch, and grouting)

DOT Approved 55-gal Drum

Per Diem Mobilization

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

Permits

Park, FL 33782

Cascade provides management of investigation derived waste. Call us today for information on a full range of additional options to meet your drilling needs.

Signature of Authorized Cascade Representative

Name & Title of Authorized Cascade Representative

Date

Signature of Client/ Owner Authorized Representative

Name & Title of Authorized Representative and Company

Date

This quote is based on information provided by you and is valid for 45 days from the bid date. Your firm is responsible for 1) Obtaining any site specific permits, 2) Locating and clearly marking underground installations or utilities, 3) Furnishing dig Alert numbers at least three working days prior to scheduled start date and proof of private locating services, 4) Obtaining access to site with no overhead wires within 20' of the holes. On-site soil disposal, unless Cascade expressly assumes responsibility in writing. Cascade shall not be responsible for damages to underground improvements not clearly and accurately marked.

If bedrock, cobbles, flowing sands or other adverse or unsafe drilling conditions are encountered, drilling may continue on a time and materials basis or be terminated at the discretion of Cascade. Additional costs may apply if scope is significantly changed. Prices assume standard labor rates and no work hour restrictions. Proposal is subject to final review of terms and conditions.

Cascade will perform the Work as described in this proposal subject to the terms and conditions posted at unless MSA is already establishedhttps://cascade-env.com/resources/other/terms-and-conditions/ between Cascade and Client in which case MSA takes precedence over the aforementioned terms and conditions. By signing this proposal, Client agrees that this proposal together with the terms and conditions referenced above constitute a Subcontract. Client acknowledges that Client has received and agrees with all such documents in the form provided by Cascade. Terms and Conditions are posted and accessible at the website location set forth above.

GGeoTek Services, LLC

06 March 2025

To: Joseph Applegate

Geosyntec Consultants 2039 Centre Pointe Blvd., Suite 103 Tallahassee, Florida 32308

From: GeoTek Services, LLC 4060 Sparrow Hawk Road

Melbourne, Florida 32934

RE: Utility Scanning Services – Former Rucks Park in North Miami, Florida

Mr. Applegate, GeoTek Services is pleased to respond to your request for Utility Locating services at the Former Rucks Park located in North Miami, Florida. We will scan a 10’ x 10’ area around the thirty-eight proposed bore locations as shown in your PDF drawing – with the goal of locating underground utilities. We can only scan the easily accessible open areas for utilities. Note that we cannot scan beneath fixed objects such as landscaping, fencing, buildings or vehicles. We will scan as close as reasonably possible to fixed objects such as brush, landscaping, fences, etc. Our deliverable will be marking paint and/or flags indicating the location of potential underground utilities. It is the client’s responsibility to protect and preserve all marks.

We will use both Electromagnetic Induction instruments as well as Ground Penetrating Radar (GPR) to detect objects below the surface. Due to the nature of sub-surface detection and the physical laws governing radio wave propagation, some buried objects may not be detectable due to depth, obscuration, or a weak radar signature. GeoTek Services will use industry standard best practices to locate sub-surface objects; however, some objects may not be detectable. Geotek Services does not guarantee that all underground objects can be found. GeoTek Services assumes no liability for any damages.

We request access to any as-built site plans of the scan areas prior to rendering services. Our utility scanning estimate for this project is $1,500.00. No out-of-pocket expenses are expected for this project. This quote is valid for sixty days.

Best Regards, Martin (Bud) Connor GeoTek Services, LLC

4060 Sparrow Hawk Road Melbourne, FL 32934-8525 info@GeoTekServices.com 321.473.7498

ESTIMATE

Blood Hound 6500 Technology Center Dr.

Suite 200 Indianapolis, IN 46278

Email: BHI@bhug.com bhug.com Website:

Phone #: 888-858-9830 888-858-9829 Fax #:

6500 Technology Center Dr.

Payment is due at the time of service, unless you already have an account with us. If you do have an account with us, payment terms are Net 30 days, unless otherwise stated in a pre-approved contract. To learn more, please call the office at 888-858-9830.

PRICE MAY VARY BASED ON ACTUAL TIME ON SITE. The above pricing is based only on the information supplied by the customer.

If a site walk through has not been conducted, this may affect the price.

Blood Hound will use electromagnetic (EM) and ground-penetrating-radar (GPR) equipment to locate private underground utilities at site indicated by client. All findings will be marked according to APWA standard. Customer is responsible for calling 811 for locates of any public utilities. If the scope of work should change or is different than that listed on estimate, please call our office for a revised estimate.

Unless expressly noted, Vacuum Excavation estimates do not include any of the following services: Permitting, Traffic Control, Restoration, Special Restoration, Special Backfill or Waste Disposal. If you need any of those services please call our office for a revised estimate.

Blood Hound is not responsible for the condition of the pipes or structures before or after jetting/clearing service is performed. Unsatisfactory conditions could be present within the structure and any services may bring those deficiencies to light.

In the event of inclement weather, if the client still requests for crew to arrive on site, then the client will be responsible for minimum charges even if no work is performed.

6500 Technology Center Dr.

By signing this Estimate the client acknowledges that they accept the scope of work listed on the estimate, as well as the service rates provided and are providing Blood Hound with a Notice To Proceed (NTP) for the listed Project. If the scope of work should change while the work is in progress, any changes will be documented on the technician’s field notes and signed off on by the client. Signing this estimate also acknowledges that the client agrees to the terms and conditions as they relate to payment for services rendered.

Signature: ______________________________________________________________________________________

Printed Name: ___________________________________________________________________________________

Date Signed: ____________________________________________________________________________________

If this is a prevailing wage job, please contact our office for a revised quote as this pricing does not reflect prevailing wage rates. If at some later date a project is determined to be a prevailing wage job, then any extra expense incurred by Blood Hound will be billed to the client.

The project estimate outlined in this specific proposal is valid for 90 days from the date of the proposal. Blood Hound reserves the right to review and adjust this estimate if client does not approve of the proposal within 90 days.

Please send all POs / Contracts to .BHUGContracts@bhug.com

We look forward to working with you.

408 Ditmar Street

Pensacola, FL 32503

ErwinRemediation@Gmail.com - P.O. Box 884 Gulf Breeze, FL 32562 (850) 292-6511

To: Ms. Maria Lemes Geosyntec Consultants, Inc.

19321 US Highway 19 North Clearwater, FL 33764

December 16, 2024

Re: Non-Hazardous Drum Disposal of PFOS/PFAS Impacted Materials

Ms. Lemes:

The price for the transportation and disposal (T&D) of 55-gallon drums of non-hazardous soil, mud, and water is listed below:

Impacted with Non-Hazardous Petroleum or Chlorinated Solvents:

Description Rate Unit T&D - Non-Haz Soil $ 110.00 Per Drum T&D - Non-Haz Mud/Water $ 125.00 Per Drum

Impacted with Non-Hazardous PFAS/PFOS:

Description Rate Unit Profile Fee (Charged once per site) $ 350.00 Per Site T&D - Non-Haz PFOS/PFAS Impacted Soil $ 195.00 Per Drum T&D - Non-Haz PFOS/PFAS Impacted Mud/Water $ 195.00 Per Drum

Dry cleaning sites will require 8260-VOH lab analysis and PFAS sites will require the full FDEP lab analysis for IDW waste characterization.

This quote is valid for 120 days.

Respectfully, Jonathan Erwin Erwin Remediation, Inc.

Email: ErwinRemediation@Gmail.com Office: (850) 292-6511

: 2025FC0101

: 1/1/2025

Jeff Maylon/ Office Manager

Joseph L. Applegate

From: JApplegate@Geosyntec.com Subject: IDW Quote Request

We will have to respectfully no bid the work. We appreciate the opportunity though!

Hi Jamie, I got your name from Olivia Cain.

We have a site in North Miami, FL that we are assessing for the FDEP Brownfields Group (they do work under the consolidated contract) and would like to request a bid for IDW pickup and disposal. The main constituent in soil and groundwater is arsenic and potentially very low levels of PAHs.

We have profiled IDW there before and have a lot of soil and groundwater analytical and IDW profiled and disposed of in the past have all been non-hazardous.

Can you provide a quote for liquid IDW (well development and purge water) as well as for soil. Anticipating a total of approximately 10 drums, but if you can split out the quote for individual drums, that would be great. The address of the site is 13780 NE 5th avenue. If you cannot provide a bid for some reason, please let me know.

Thanks and call me if you have any questions.

Joe

Joseph L. Applegate, P.G. (FL) Sr. Principal Hydrogeologist

2039 Centre Pointe Blvd. Suite 103 Tallahassee, FL 32308 Direct: 850-518-1832 Mobile: 850-556-8419 Office: 850-765-9312 www.Geosyntec.com

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