CN-370000-HW683-DC025C.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

DC025C Completion September 19, 2025

This Task Assignment authorizes Geosyntec to conduct Annual Groundwater Monitoring activities at Oak Hill Cleaners in accordance with Geosyntec’s scope of work, cost estimate and schedule received on January 17, 2025.

Sarah Aduwa 850-245-8973 Contractor Geosyntec Contractor

Contractor Blaine Dawson Contractor 904-450-4271

ERIC 4544

7628-1 103rd Street, Jacksonville, Florida 32210

Oak Hill Cleaners

Contractor Contractor

✔ $ 12,851.96

$ 12,851.96

Scope of Work

Geosyntec Contractor Todd Kafka

Contract Manager

Todd Kafka, P.G. Digitally signed by Todd Kafka, P.G.

Date: 2025.02.04 11:36:52 -05'00'

Mubeen Darji

Mubeen Darji, P.E. Digitally signed by Mubeen Darji, P.E.

Date: 2025.02.04 07:41:09 -05'00'

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

Subtask 2 - Submittal of groundwater sampling field notes and IDW manifest 06/06/2025

Subtask 1, 3 - Submittal of Groundwater Monitoring Report 08/15/2025

Subtask 2 - Submittal of groundwater sampling field notes and IDW manifest $ 6,473.12

Subtask 1, 3 - Submittal of Groundwater Monitoring Report $ 6,378.84

$ 12,851.96

HW683

DC025C

FFLLORIDAA DDEEPARTMENTT OOFF

EEnvironmentall Protection

Bob Martinez Center

2600 Blair Stone Road Tallahassee, FL 32399-2400

Ronn DeSantis Governor

Jeanette Nuñez

Lt. Governor

Alexiss A.. Lambert Secretary

To: HW683 Contract Negotiation File Oak Hill Cleaners Jacksonville, Duval County, Florida

ERIC_4544

From: Sarah Aduwa, Project Manager Date: January 21, 2025 Subject: Negotiation Summary

HW683_DC025C

This Task Assignment authorizes Geosyntec to conduct Annual Groundwater Monitoring activities at Oak Hill Cleaners in accordance with Geosyntec’s scope of work, cost estimate and schedule received on January 17, 2025. The total cost is $12,851.96 Blaine Dawson is the project manager; his hours are directly computed.

Subtask 2 – Groundwater Sampling Geosyntec will collect 13 groundwater samples from the current monitoring well network per the recommendations in April 2024 GMR. Depth to water measurements will be collected within a 24-hour period from 31 Site monitoring wells and 13 monitoring wells will be sampled.

Subtask 3 – Groundwater Monitoring Report Geosyntec will prepare an Annual Groundwater Monitoring Report documenting the results of the depth to groundwater measurements and VOH concentrations. Geosyntec will evaluate plume stability using Mann-Kendall statistical analysis and the report will be signed and sealed by a Florida licensed professional geologist. A final signed waste manifest for IDW transport and disposal will also be included in the Groundwater Monitoring Report.

The FDEP Project Manager agrees to the scope of work and final cost associated with this Task assignment. The final cost is $12,851.96 with 71 labor hours.

FDEP COST ESTIMATEContractor: Geosyntec Consultants

Date: 1/17/2025

Task #: SubTask 1 Project Management SubTask 6

Site: Oak Hill Cleaners SubTask 2 Groundwater Sampling SubTask 7

Activity/Phase: Monitoring SubTask 3 GMR SubTask 8

Project Manager: Sarah Aduwa SubTask 4 SubTask 9

SubTask 5 SubTask 10

TTotals 1 2 3 4 5 6 7 8 9 10 Labor Rate Category

$55.53 PProject Manager B. Dawson 7 7.0 $97.11 Principal T. Kafka 1 0 1 0 0 0 0 0 0 0 $55.53 Senior Professional B. Dawson 22 4 18 0 0 0 0 0 0 0 $44.38 Professional C. Saville 8 0 8 0 0 0 0 0 0 0 $40.13 Senior Staff Professiona D. McGill 32 26 6 0 0 0 0 0 0 0 $43.79 Administrative Assistant P. Gallagher 1 0 1 0 0 0 0 0 0 0

Total Hours 71 7 30 34 0 0 0 0 0 0 0

Direct Labor $3,391.99 $390.23 $1,265.50 $1,736.26 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Overhead 172.70% $5,857.97 $673.93 $2,185.52 $2,998.52 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Gen & Admin 0.00% $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fringe 0.00% $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Labor $9,249.96 $1,064.16 $3,451.02 $4,734.78 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Cost Estimate Page 1 of 4 Cost Estimate

FDEP COST ESTIMATEContractor: Geosyntec Consultants

Date: 1/17/2025

Task #: SubTask 1 Project Management SubTask 6

Site: Oak Hill Cleaners SubTask 2 Groundwater Sampling SubTask 7

Activity/Phase: Monitoring SubTask 3 GMR SubTask 8

Project Manager: Sarah Aduwa SubTask 4 SubTask 9

SubTask 5 SubTask 10

TTotals 1 2 3 4 5 6 7 8 9 10 Travel

Vehicle Rental $240.00 $240.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mileage Costs $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Air Fare $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Per diem + Hotel $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Travel $240.00 $240.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor (Equipment Procurement) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor Subtotal $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Procurement Fee $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor (Services Procurement) Drilling (Conventional) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Drilling (Non-conventional) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mobile Laboratory $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Surveying $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

IDW $200.00 $200.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Utilities $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor Subtotal $200.00 $200.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Handling Fee $20.00 $20.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $220.00 $220.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Laboratory Analytical Costs $1,022.00 $1,022.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fast Turnaround Charges $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Sample Shipping $300.00 $300.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Laboratory $1,322.00 $1,322.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Field Expenses Personal Protection $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Expendables $120.00 $120.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Drilling related) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Analytical related) $675.00 $675.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (IDW related) $100.00 $100.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Other) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Field Expenses $895.00 $895.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subtotal $11,926.96 $1,064.16 $6,128.02 $4,734.78 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Completion Fee $925.00 $106.42 $345.10 $473.48 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Total Estimated Cost $12,851.96 $1,170.58 $6,473.12 $5,208.26 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Cost from Prior CEF: Manual Entry Cost from Delta CEF; Manual Entry

Cost (Prior + Delta): $0.00 Auto-Calculated Rounding Error: $12,851.96 Auto-Calculated

Final Total Cost: $12,851.96 Auto-Calculated

Cost Estimate Page 2 of 4 Cost Estimate

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Oak Hill Cleaners SUBTASK: Groundwater Sampling

DATE: 1/17/2025

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Senior Professional B. Dawson 4

Senior Staff Professional D. McGill

TOTAL LABOR 30

VEHICLE TYPE RATE UNIT USEAGE

Truck $120.00 Day 2 $240.00 Subtotal $240.00

TOTAL VEHICLE $240.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

IDW

Hulls $200.00 $200.00

Subtotal $200.00

TOTAL SUB $200.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

VOHs 13 wells + 1 IDW $73.00 14 0 $1,022.00

Subtotal $1,022.00 Shipping

Large Cooler (25 to 50 lbs) $150.00 2 $300.00 Subtotal $300.00

TOTAL LAB $1,322.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Analytical Related

Groundwater Sampling Kit $290.00 Day 1 $290.00 Water Level Meter $25.00 Day 1 $25.00 PDB Diffusion Sampler (2" well) $36.00 Each 10 $360.00

Subtotal $675.00 IDW Related

Drum $100.00 Drum 1 $100.00 Subtotal $100.00

Expendables $40.00 Day 3 $120.00

Subtotal $120.00

TOTAL EQUIPMENT $895.00

Property owner notification (1); Evaluating and interpreting field data (1); Prepare field package (1); Prepare and sign IDW manifest (1)

Field preparation (1); Mob 2 days @ 1 hr/day (2); Collect DTW measurements (3); Collect 10 PDB samples for analysis and redeploy PDB (1 hr/well = 10 hr); Calibration of equipment (0.5 hr/day x 1 day = 1 hr); Sampling 3 monitoring wells @ 1.5 hrs each (5);

Sample management/shipping (2); IDW Management (1); Prepare field notes (1)

1/21/2025 Page 3 of 4 Subtask 2

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Oak Hill Cleaners

SUBTASK: GMR

DATE: 1/17/2025

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal T. Kafka 1

Senior Professional B. Dawson 18

Professional C. Saville 8

Senior Staff Professional D. McGill 6

Administrative Assistant P. Gallagher 1

TOTAL LABOR 34

Report formatting and PDF compilation

Closure strategy assessment

Preparation of Groundwater Monitoring Report

Groundwater contours and groundwater results figures

Prepare tables, draft contour figures, assemble appendices (4); Perform Mann-Kendall analysis to evaluate plume stability (2)

1/21/2025 Page 4 of 4 Subtask 3

ERIC_4544 - Oak Hill Cleaners - Biennial Monitoring SOW_2025

1200 Riverplace Boulevard, Suite 710 Jacksonville, Florida 32207

PH 904.858.1818

FAX 904.396.1143

www.geosyntec.com

17 January 2025

Ms. Sarah Aduwa Florida Department of Environmental Protection 2600 Blair Stone Road Tallahassee, FL 32399-2400

Subject: Annual Groundwater Monitoring Scope of Work and Level of Effort Oak Hill Cleaners 7628-1 103rd Street, Jacksonville, Florida 32210 FDEP Facility ID ERIC_4544

Dear Ms. Aduwa, Geosyntec Consultants, Inc. (Geosyntec) has prepared this scope of work (SOW), Cost Estimate Form (CEF), and Level of Effort (LOE) for annual natural attenuation monitoring (NAM) of volatile organic halocarbons (VOHs) at the Oak Hill Cleaners Site (Site) located in Jacksonville, Florida. The below described monitoring activities were recommended in the April 2024 Annual Groundwater Monitoring Report (GMR). This GMR also recommended additional monitoring well installations to evaluate delineation of deep surficial aquifer groundwater exceedances;

however, Geosyntec is recommending this effort be deferred until the next biennial sampling event scheduled for 2026.

On 16 January 2025, Geosyntec confirmed that a Site Access Agreement (SAA) was executed with SUSO 2 Oak Hill LP on 15 December 2022 as the real property owner of the Oak Hill Cleaners Site (ERIC_4544) located at the above address. The Duval County property appraiser database indicates the property owner since 30 December 2013 is “SUSO 2 Oak Hill LP,” and that the property has not changed ownership since then. As a result, Geosyntec believes the current SAA remains in force.

Subtask 1 – Project Management

Blaine Dawson is the project manager; his hours are directly computed.

Subtask 2 – Groundwater Sampling

Geosyntec will collect 13 groundwater samples from the current monitoring well network per the recommendations in the April 2024 GMR. Depth to water measurements will be collected within a 24-hour period from 31 Site monitoring wells. The 13 monitoring wells and sampling methods will be as follows.

Well ID Aquifer Method MW001 Deep PDB MW002 Water table PDB MW004 Water table PDB MW008 Water table Peristaltic pump MW014 Intermediate PDB MW015 Intermediate PDB MW016 Intermediate PDB MW018 Intermediate PDB MW023 Intermediate Peristaltic pump MW025 Water table Peristaltic pump MW029 Deep PDB MW030 Deep PDB MW031 Deep PDB

New PDBs will also be deployed in the 10 annually sampled monitoring wells following sample collection for the next biennial sampling event. Conventional sampling will be performed on three monitoring wells where no PDB was deployed previously. The 13 groundwater samples will be analyzed by a fixed-based lab for volatile organic halocarbons (VOHs) by Environmental Protection Agency (EPA) Method 8260B. We have estimated the activities can be performed in 3 field days by a senior staff professional.

Purge water generated during sampling activities will be placed in a 55-gallon drum and manifested for off-site disposal. IDW will be staged in the rear of the facility. To confirm compliance with the existing non-hazardous IDW groundwater profile with our selected IDW waste hauler Hull’s Environmental Services, an IDW groundwater sample will be collected for VOHs via EPA Method 8260 from the purge water drum. Historical PFAS concentrations have indicated disposal as non-hazardous waste under the existing non-hazardous waste profile. Bid costs prepared by the waste disposal companies are summarized in the following table and included in Attachment A.

Subtask 3 – Groundwater Monitoring Report

Geosyntec will prepare an Annual Groundwater Monitoring Report documenting the results of the depth to groundwater measurements and VOH concentrations. The report will contain tables summarizing field/laboratory groundwater data, figures showing groundwater flow direction(s), and a summary of the groundwater monitoring event. Geosyntec will evaluate plume stability using Mann-Kendall statistical analysis and the report will be signed and sealed by a Florida-licensed professional geologist. A final signed waste manifest for IDW transport and disposal will also be included in the Groundwater Monitoring Report.

Invoice and Deliverable Schedule:

Subtask Deliverable Deliverable Due Date Invoice Amount

Submittal of groundwater sampling field notes and IDW manifest 6 June 2025 $6,473.12

1, 3 Submittal of Groundwater Monitoring

Report 15 August 2025 $6,378.84

Total $12,851.96

As always, it is a pleasure to work with the FDEP. If you require any additional information or have any questions, please contact Blaine Dawson at 904.450.4271.

Sincerely, Blaine Dawson, P.G.

Senior Geologist

Todd K. Kafka, P.G.

Sr. Principal Hydrogeologist

Attachments A – Subcontractor Cost Evaluation and Quotes

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ASPHALT PAVEMENT

MINI-MART

PLANET FITNESS

OAK HILL

CLEANERS

MW009

MW007

MW011

MW013

MW010

MW005

MW024

MW006

MW019

MW003

MW025

MW008

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NOTES:

1. RESULTS ARE REPORTED IN MICROGRAMS PER LITER (μg/L).

2. YELLOW SHADED CELL AND BOLD FONT INDICATE AN

EXCEEDANCE OF THE APPLICABLE GCTL.

3. GCTL - GROUNDWATER CLEANUP TARGET LEVEL PER

CHAPTER 62-777, TABLE I, OF THE FLORIDA ADMINISTRATIVE

CODE.

4. ORANGE SHADED CELL AND BOLD FONT INDICATE AN

EXCEEDANCE OF THE APPLICABLE NADC.

5. BLUE SHADED CELL INDICATES AN EXCEEDANCE OF THE

APPLICABLE GCTL BUT BELOW THE DETECTION LIMIT.

6. NADC - NATURAL ATTENUATION DEFAULT CONCENTRATION

PER CHAPTER 62-777, TABLE V, OF THE FLORIDA

ADMINISTRATIVE CODE.

7. I INDICATES THE REPORTED VALUE IS ABOVE THE

LABORATORY METHOD DETECTION LIMIT (MDL) BUT BELOW

THE LABORATORY PRACTICAL QUANTITATION LIMIT.

8. U INDICATES THAT THE CONSTITUENT WAS ANALYZED FOR BUT

NOT DETECTED ABOVE THE MDL SHOWN.

9. FT. BLS - FEET BELOW LAND SURFACE.

3 μg/L PCE ISOPLETH

3 μg/L TCE ISOPLETH

ACTIVE DRYCLEANING FACILITY

LEGEND:

Figure:

APRIL 2024

GROUNDWATER ANALYTICAL DATA

0-20 FT. BLS

OAK HILL CLEANERS

FDEP FACILITY I.D. ERIC_4544

JACKSONVILLE, DUVAL COUNTY, FLORIDA

JACKSONVILLE, FL

0 50' 100'

SCALE IN FEET

SHALLOW MONITORING WELL LOCATION

TREE LINE

REFERENCE:

1. BASE MAP TAKEN FROM CADD FILE ORIGINALLY PREPARED BY

ECOLOGY AND ENVIRONMENT, INC. TITLED "SITE PLAN", DATED

07/22/14, CADD FILE EE-003077-0082-01-A.DWG.

ACRONYM CONSTITUENT GCTL NADC

PCE TETRACHLOROETHENE 3 300

TCE TRICHLOROETHENE 3 300

CIS-1,2-DCE CIS-1,2-DICHLOROETHENE 70 700

TRANS-1,2-DCE TRANS-1,2-DICHLOROETHENE 100 1,000

VC VINYL CHLORIDE 1 100

MW022

SCREENED INTERVAL 10-20 FT. BLS

CONSTITUENT 6/25/2020 11/23/2021 12/21/2022 2/6/2024

PCE 36 25 23 7.8

TCE 35 30 28 20

CIS-1,2-DCE 50 21 75

TRANS-1,2-DCE 2.9 1.2 I 1.7 I 0.89 I

VC 0.20 U 0.25 U 0.25 U 0.

MW004

SCREENED INTERVAL 14.20-19.20 FT. BLS

CONSTITUENT 8/12/2016 7/19/2017 7/30/2018 7/9/2019 6/25/2020 11/22/2021 12/20/2022 2/7/2024

PCE 230 290 160 820 79 14 0.25 U 0.25 U

TCE 780 650 410 1,900 2,200 110 0.81 I

CIS-1,2-DCE 180 220 140 1,400 570 27 700 95

TRANS-1,2-DCE 21 32 5.7 I 49 80 1.6 5.9 1.6 I

VC 0.20 U 2.0 U 2.0 U 2.0 U 10 U 0.25 U 0.68 I 0.25 U

MW002

SCREENED INTERVAL 11.20-16.20 FT. BLS

CONSTITUENT 7/23/2015 8/12/2016 7/19/2017 7/30/2018 7/9/2019 6/25/2020 11/22/2021 12/20/2022 2/7/2024

PCE 2,000 410 1,400 380 9,500 1,400 5.1 12

TCE 200 88 86 49 1,200 150 4.2 5.9

CIS-1,2-DCE 210 82 93 43 120 140 19 2.1 4.7

TRANS-1,2-DCE 61 15 15 8.1 I 32 20 U 1.9 I 0.50 U 0.91 U

VC 2.4 U 0.20 U 2.0 U 2.0 U 2.0 U 20 U 0.25 U 0.25 U 0.25 U

MW005

SCREENED INTERVAL 14.30-19.30 FT. BLS

CONSTITUENT 7/22/2015 7/19/2017 7/9/2019 6/25/2020 11/23/2021 2/7/2024

PCE 0.36 U 0.36 U 0.72 U 0.36 U 0.25 U 0.25 U

TCE 0.29 U 0.29 U 0.58 U 0.29 U 0.25 U 0.25 U

CIS-1,2-DCE 0.24 U 0.24 U 0.48 U 0.24 U 0.50 U 0.50 U

TRANS-1,2-DCE 0.20 U 0.20 U 0.40 U 0.20 U 0.50 U 0.50 U

VC 0.24 U 0.20 U 0.40 U 0.20 U 0.25 U 0.25 U

MW006

SCREENED INTERVAL 14.40-19.40 FT. BLS

CONSTITUENT 7/23/2015 8/12/2016 7/19/2017 7/30/2018 7/9/2019 6/25/2020 11/23/2021 12/20/2022 2/8/2024

PCE 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.25 U 0.25 U 0.25 U

TCE 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.25 U 0.25 U 0.25 U

CIS-1,2-DCE 0.24 U 0.24 U 0.24 U 0.41 I 0.24 U 0.24 U 0.50 U 0.50 U 0.50 U

TRANS-1,2-DCE 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.50 U 0.50 U 0.50 U

VC 0.24 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U

MW010

SCREENED INTERVAL 15.00-20.00 FT. BLS

CONSTITUENT 7/21/2015 8/12/2016 7/19/2017 7/30/2018 7/9/2019 6/25/2020 11/23/2021 12/21/2022 2/6/2024

PCE 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.25 U 0.25 U 0.90 I

TCE 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.25 U 0.25 U 0.81 I

CIS-1,2-DCE 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.50 U 0.50 U 0.50 U

TRANS-1,2-DCE 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.50 U 0.50 U 0.50 U

VC 0.24 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U

MW011

SCREENED INTERVAL 14.30-19.30 FT. BLS

CONSTITUENT 7/22/2015 7/19/2017 7/10/2019 6/25/2020 11/23/2021 2/8/2024

PCE 0.36 U 0.36 U 0.72 U 0.36 U 0.25 U 0.25 U

TCE 0.77 I 0.79 I 0.58 U 0.29 U 0.25 U 0.25 U

CIS-1,2-DCE 0.24 U 1.0 0.48 U 0.24 U 0.50 U 0.50 U

TRANS-1,2-DCE 0.20 U 0.38 I 0.40 U 0.20 U 0.50 U 0.50 U

VC 0.24 U 0.20 U 0.40 U 0.20 U 0.25 U 0.25 U

MW013

SCREENED INTERVAL 14.90-18.90 FT. BLS

CONSTITUENT 7/22/2015 6/25/2020 11/23/2021 12/21/2022 2/6/2024

PCE 16 3.3 3.2 1.1 0.90 I

TCE 7.0 4.1 1.6 0.63 I 0.81 I

CIS-1,2-DCE 6.6 0.24 U 0.50 U 0.50 U 0.50 U

TRANS-1,2-DCE 0.20 U 0.20 U 0.50 U 0.50 U 0.50 U

VC 0.24 U 0.20 U 0.25 U 0.25 U 0.25 U

MW025

SCREENED INTERVAL 1-11 FT. BLS

CONSTITUENT 7/19/2017 7/30/2018 7/10/2019 6/26/2020 11/24/2021 12/21/2022 2/6/2024

PCE 0.76 I 1.4 0.36 U 0.78 I 1.3 0.88 I 0.48 I

TCE 0.29 I 0.29 U 0.29 U 0.29 U 0.25 U 0.25 U 0.25 U

CIS-1,2-DCE 0.24 U 0.24 U 2.3 I 0.78 I 0.50 U 0.50 U 0.50 U

TRANS-1,2-DCE 0.20 U 0.20 U 0.20 U 0.20 U 0.50 U 0.50 U 0.50 U

VC 0.20 U 0.20 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U

MW008

SCREENED INTERVAL 14.4-19.4 FT. BLS

CONSTITUENT 6/26/2020 11/24/2021 12/21/2022 2/7/2024

PCE 11 8.1 5.8 4.1

TCE 1.6 0.25 U 0.29 I 0.25 I

CIS-1,2-DCE 0.24 U 0.50 U 0.50U 0.50 U

TRANS-1,2-DCE 0.20 U 0.50 U 0.50 U 0.50 U

VC 0.20 U 0.25 U 0.25 U 0.25 U

MW019

SCREENED INTERVAL 14.4-19.4 FT. BLS

CONSTITUENT 10/17/2007 2/8/2024

PCE 0.24 U 0.25 U

TCE 0.13 I 0.25 U

CIS-1,2-DCE 0.18 U 0.50 U

TRANS-1,2-DCE 0.25 U 0.50 U

VC 0.058 U 0.2

MW024

SCREENED INTERVAL 10-20 FT. BLS

CONSTITUENT 7/21/2015

PCE 0.73 I

TCE 1.7

CIS-1,2-DCE 1.4

TRANS-1,2-DCE 0.33 U

VC 0.24 U

70 μg/L cDCE ISOPLETH

MW022 MW004

MW002

C K

A

D

MW014

MW021

MINI-MART

OAK HILL

CLEANERS

PLANET FITNESS

PUBLIX

MW026

MW027

MW028

MW017R

MW020R

MW017

MW020

MW016

MW018

Figure:

APRIL 2024

GROUNDWATER ANALYTICAL DATA

35-45 FT. BLS

OAK HILL CLEANERS

FDEP FACILITY I.D. ERIC_4544

JACKSONVILLE, DUVAL COUNTY, FLORIDA

JACKSONVILLE, FL

0 120'60'

SCALE IN FEET

N

NOTES:

1. RESULTS ARE REPORTED IN MICROGRAMS PER LITER (μg/L).

2. YELLOW SHADED CELL AND BOLD FONT INDICATE AN EXCEEDANCE OF THE APPLICABLE GCTL.

3. GCTL - GROUNDWATER CLEANUP TARGET LEVEL PER CHAPTER 62-777, TABLE I, OF THE FLORIDA

ADMINISTRATIVE CODE.

4. ORANGE SHADED CELL AND BOLD FONT INDICATE AN EXCEEDANCE OF THE APPLICABLE NADC.

5. NADC - NATURAL ATTENUATION DEFAULT CONCENTRATION PER CHAPTER 62-777, TABLE V, OF

THE FLORIDA ADMINISTRATIVE CODE.

6. I INDICATES THE REPORTED VALUE IS ABOVE THE LABORATORY METHOD DETECTION LIMIT (MDL)

BUT BELOW THE LABORATORY PRACTICAL QUANTITATION LIMIT.

7. U INDICATES THAT THE CONSTITUENT WAS ANALYZED FOR BUT NOT DETECTED ABOVE THE MDL

SHOWN.

8. FT. BLS - FEET BELOW LAND SURFACE.

9. BLUE SHADED CELL INDICATES AN EXCEEDANCE OF THE APPLICABLE GCTL BUT BELOW THE

MDL.

3 μg/L PCE ISOPLETH

3 μg/L TCE ISOPLETH

ACTIVE DRYCLEANING FACILITY

LEGEND:

INTERMEDIATE MONITORING WELL LOCATION

TREE LINE

REFERENCE:

1. BASE MAP TAKEN FROM CADD FILE ORIGINALLY PREPARED BY

ECOLOGY AND ENVIRONMENT, INC. TITLED "SITE PLAN", DATED

07/22/14, CADD FILE EE-003077-0082-01-A.DWG.

ABANDONED MONITORING WELL LOCATION

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MW014

SCREENED INTERVAL 35-45 FT. BLS

CONSTITUENT 7/22/2015 8/12/2016 7/19/2017 7/30/2018 7/9/2019 6/25/2020 11/23/2021 12/20/2022 2/7/2024

PCE 0.72 U 0.36 U 1.1 U 1.1 U 1.1 U 0.36 U 0.25 U 0.25 U 0.25 U

TCE 50 19 5.6 2.2 I 0.87 U 2.8 0.25 U 0.89 I 2.0

CIS-1,2-DCE 380 180 94 31 31 31 1.3 I 6.8 3.7

TRANS-1,2-DCE 26 16 9.2 2.6 I 0.60 U 2.7 0.50 U 0.58 I 0.50 I

VC 0.48 U 0.20 U 0.60 U 0.60 U 0.60 U 0.20 U 0.25 U 0.25 U 0.25 U

MW015

SCREENED INTERVAL 35-45 FT. BLS

CONSTITUENT 7/23/2015 8/12/2016 7/19/2017 7/30/2018 7/8/2019 6/25/2020 11/22/2021 12/20/2022 2/7/2024

PCE 370 380 330 350 360 230 120 36 29

TCE 500 650 620 810 1100 660 220 120 110

CIS-1,2-DCE 280 230 190 170 150 110 70 41 24

TRANS-1,2-DCE 12 16 20 18 18 I 15 9.8 6.4 3.9

VC 0.24 U 0.20 U 2.0 U 2.0 U 2.0 U 2.0 U 0.25 U 0.75 U 0.25 U

MW016

SCREENED INTERVAL 35-45 FT. BLS

CONSTITUENT 8/12/2016 7/19/2017 7/30/2018 7/9/2019 6/25/2020 11/22/2021 12/20/2022 2/7/2024

PCE 1.2 0.45 I 0.36 U 0.36 U 0.36 U 0.88 I 0.25 U 0.25 U

TCE 14 11 14 8.6 7.1 1.3 I 2.2 0.27 I

CIS-1,2-DCE 77 68 75 41 27 1.8 I 13 4.6

TRANS-1,2-DCE 31 30 37 21 14 0.87 I 4.8 1.4 I

VC 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U

MW018

SCREENED INTERVAL 35-45 FT. BLS

CONSTITUENT 7/22/2015 7/19/2017 7/9/2019 6/25/2020 12/20/2022 2/7/2024

PCE 5.4 8.4 5.4 2.4 0.25 U 0.25 U

TCE 4.0 5.2 3.8 3.6 2.2 2.1

CIS-1,2-DCE 0.53 I 0.95 I 0.24 U 0.24 U 0.50 I 0.94 I

TRANS-1,2-DCE 0.20 U 0.43 I 0.20 U 0.20 U 0.50 U 0.50 U

VC 0.24 U 0.20 U 0.20 U 0.20 U 0.25 U 0.25 U

MW021

SCREENED INTERVAL 35-45 FT. BLS

CONSTITUENT 7/21/2015 6/25/2020 11/23/2021

PCE 0.36 U 0.36 U 0.25 U

TCE 0.29 U 0.88 I 0.25 U

CIS-1,2-DCE 0.24 U 0.24 U 0.50 U

TRANS-1,2-DCE 0.20 U 0.20 U 0.50 U

VC 0.24 U 0.20 U 0.25 U

MW023

SCREENED INTERVAL 35-45 FT. BLS

CONSTITUENT 7/22/2015 6/25/2020 11/23/2021 12/21/2022 2/6/2024

PCE 150 19 3.1 1.2 0.25 U

TCE 420 58 29 16 5.9

CIS-1,2-DCE 190 13 5.6 6.8 5.0

TRANS-1,2-DCE 13 3.9 2.2 1.6 I 0.95 I

VC 0.24 U 0.20 U 0.25 U 0.25 U 0.250 U

ACRONYM CONSTITUENT GCTL NADC

PCE TETRACHLOROETHENE 3 300

TCE TRICHLOROETHENE 3 300

CIS-1,2-DCE CIS-1,2-DICHLOROETHENE 70 700

TRANS-1,2-DCE TRANS-1,2-DICHLOROETHENE 100 1,000

VC VINYL CHLORIDE 1 100

MW027

SCREENED INTERVAL 35.34-45.34 FT. BLS

CONSTITUENT 8/12/2016 7/19/2017 7/30/2018 7/9/2019 6/25/2020 12/20/2022 2/7/2024

PCE 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.25 U 0.25 U

TCE 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.25 U 0.25 U

CIS-1,2-DCE 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.50 U 0.50 U

TRANS-1,2-DCE 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.50 U 0.50 U

VC 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.25 U 0.25 U

MW028

SCREENED INTERVAL 35.41-45.41 FT. BLS

CONSTITUENT 8/12/2016 7/19/2017 7/30/2018 7/9/2019 6/25/2020 11/23/2021 2/7/2024

PCE 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.25 U 0.25 U

TCE 0.29 U 0.29 U 0.29 U 0.29 U 0.29 U 0.25 U 0.25 U

CIS-1,2-DCE 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U 0.50 U 0.50 U

TRANS-1,2-DCE 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.50 U 0.50 U

VC 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.25 U 0.25 U

MW020R

SCREENED INTERVAL 35-45 FT. BLS

CONSTITUENT 7/19/2017 7/9/2019 6/25/2020 11/23/2021 2/7/2024

PCE 0.36 U 0.36 U 0.36 U 0.25 U 0.25 U

TCE 0.29 U 0.29 U 0.29 U 0.25 U 0.25 U

CIS-1,2-DCE 0.58 I 0.24 U 0.24 U 0.50 U 0.50 U

TRANS-1,2-DCE 0.20 U 0.20 U 0.20 U 0.50 U 0.50 U

VC 0.20 U 0.20 U 0.20 U 0.25 U 0.25 U

MW017R

SCREENED INTERVAL 35-45 FT. BLS

CONSTITUENT 7/19/2017 7/10/2019 6/25/2020 11/22/2021 12/20/2022 2/8/2024

PCE 0.36 U 0.36 U 0.36 U 0.25 U 0.25 U 0.25 U

TCE 0.29 U 0.29 U 0.29 U 0.25 U 0.25 U 0.25 U

CIS-1,2-DCE 2.2 2.7 I 0.24 U 1.3 I 1.4 I 0.91 I

TRANS-1,2-DCE 0.20 U 0.20 U 0.69 I 0.56 I 0.64 I 0.50 U

VC 0.20 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U

MW026

SCREENED INTERVAL 35.43-45.43 FT. BLS

CONSTITUENT 7/19/2017 7/30/2018 7/9/2019 6/25/2020 11/23/2021 12/20/2022 2/8/2024

PCE 0.36 U 0.36 U 0.36 U 0.36 U 0.25 U 0.25 U 0.25 U

TCE 0.29 U 0.29 U 0.29 U 0.29 U 0.25 U 0.25 U 0.25 U

CIS-1,2-DCE 0.24 U 0.24 U 0.24 U 0.24 U 0.50 U 0.50 U 0.50 U

TRANS-1,2-DCE 0.20 U 0.20 U 0.20 U 0.20 U 0.50 U 0.50 U 0.50 U

VC 0.20 U 0.20 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U

MW015MW023

C K

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D

ASPHALT PAVEMENT

MINI-MART

OAK HILL

CLEANERS

PLANET FITNESS

MW012

MW001

PUBLIX

MW030

MW029

MW031

Figure:

APRIL 2024

GROUNDWATER ANALYTICAL DATA

66-122 FT. BLS

OAK HILL CLEANERS

FDEP FACILITY I.D. ERIC_4544

JACKSONVILLE, DUVAL COUNTY, FLORIDA

JACKSONVILLE, FL

0 120'60'

SCALE IN FEET

N

NOTES:

1. RESULTS ARE REPORTED IN MICROGRAMS PER LITER (μg/L).

2. YELLOW SHADED CELL AND BOLD FONT INDICATE AN EXCEEDANCE OF THE

APPLICABLE GCTL.

3. GCTL - GROUNDWATER CLEANUP TARGET LEVEL PER CHAPTER 62-777, TABLE I,

OF THE FLORIDA ADMINISTRATIVE CODE.

4. I INDICATES THE REPORTED VALUE IS ABOVE THE LABORATORY METHOD

DETECTION LIMIT (MDL) BUT BELOW THE LABORATORY PRACTICAL

QUANTITATION LIMIT.

5. U INDICATES THAT THE CONSTITUENT WAS ANALYZED FOR BUT NOT DETECTED

ABOVE THE MDL SHOWN.

6. FT. BLS - FEET BELOW LAND SURFACE.

ACTIVE DRYCLEANING FACILITY

LEGEND:

DEEP MONITORING WELL LOCATION

TREE LINE

REFERENCE:

1. BASE MAP TAKEN FROM CADD FILE ORIGINALLY PREPARED BY

ECOLOGY AND ENVIRONMENT, INC. TITLED "SITE PLAN", DATED

07/22/14, CADD FILE EE-003077-0082-01-A.DWG.

ROCK AQUIFER MONITORING WELL LOCATION

3 μg/L TCE ISOPLETH (DASHED WHERE INFERRED)

\\J A

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ACRONYM CONSTITUENT GCTL NADC

PCE TETRACHLOROETHENE 3 300

TCE TRICHLOROETHENE 3 300

CIS-1,2-DCE CIS-1,2-DICHLOROETHENE 70 700

TRANS-1,2-DCE TRANS-1,2-DICHLOROETHENE 100 1,000

VC VINYL CHLORIDE 1 100

MW001

SCREENED INTERVAL 67.30-77.30 FT. BLS

CONSTITUENT 7/23/2015 8/12/2016 7/19/2017 7/30/2018 7/8/2019 6/25/2020 11/22/2021 12/20/2022 2/7/2024

PCE 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U 0.25 U 0.25 U 0.25 U

TCE 22.0 11.0 3.0 2.1 1.6 I 0.87 I 0.46 I 0.46 I 0.25 U

CIS-1,2-DCE 21.0 7.8 2.8 4.8 5.4 2.0 1.2 I 1.2 I 0.50 U

TRANS-1,2-DCE 0.25 U 2.10 0.74 I 0.70 I 0.20 U 0.86 I 0.50 U 0.50 U 0.50 U

VC 0.058 U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U

MW029

SCREENED INTERVAL 65.9-75.9 FT. BLS

CONSTITUENT 7/19/2017 7/9/2019 6/25/2020 11/23/2021 12/20/2022 2/8/2024

PCE 0.36 U 8.40 2.1 0.25 U 2.6 0.48 I

TCE 0.29 U 3.3 4.2 9.8 10 16

CIS-1,2-DCE 2.9 3.0 I 0.24 U 3.3 4.0 5.0

TRANS-1,2-DCE 0.20 U 0.20 U 0.20 U 0.50 U 0.50 U 0.58 I

VC 0.20 U 0.20 U 0.20 U 0.25 U 0.25 U 0.50 U

MW030

SCREENED INTERVAL 66.2-76.2 FT. BLS

CONSTITUENT 7/19/2017 7/9/2019 6/25/2020 11/22/2021 12/20/2022 2/8/2024

PCE 0.36 U 0.36 U 0.36 U 0.25 U 0.25 U 0.25 U

TCE 0.62 I 6.9 6.2 5.7 4.3

CIS-1,2-DCE 1.4 4.2 0.24 U 2.0 1.5 I 0.83 I

TRANS-1,2-DCE 0.20 U 0.20 U 0.20 U 0.50 U 0.50 U 0.50 U

VC 0.20 U 0.20 U 0.79 I 0.78 I 0.25 U 0.25 U

MW031

SCREENED INTERVAL 112-122 FT. BLS

CONSTITUENT 7/25/2017 7/9/2019 6/25/2020 11/22/2021 12/20/2022 2/7/2024

PCE 0.36 U 0.36 U 0.36 U 0.25 U 0.25 U 0.25 U

TCE 0.29 U 0.29 U 0.29 U 0.25 U 0.25 U 0.25 U

CIS-1,2-DCE 0.24 U 0.24 U 0.24 U 0.50 U 0.50 U 0.50 U

TRANS-1,2-DCE 0.20 U 0.20 U 0.20 U 0.50 U 0.50 U 0.50 U

VC 0.20 U 0.20 U 0.20 U 0.25 U 0.25 U 0.25 U

1 Drum $200 1 Profile Fee (PFAS) $350 1 Drum $105 1 Drum $195 1 Transportation $425

Note: The selected subcontractor is highlighted in yellow.

Subcontractor Evaluation: Cleaners, , Florida

WRI/Moran

$200.00 $545.00 $530.00

IDW DISPOSAL

Hulls Erwin Remedation

Solids Northeast Region Northwest Region Central Region Southwest Region* T&D, Drum, 55-Gal, Non-Hazardous, IDW $200.00 $695.00 $200.00 $250.00 T&D, Drum, 55-Gal, Hazardous, IDW T&D, Drum, 55-Gal, PFAS, IDW case by case; call for quote $1,100.00 $1,200.00 Liquids (<3% solids) Northeast Region Northwest Region Central Region Southwest Region* T&D, Drum, 55-Gal, Non-Hazardous, IDW $200.00 $200.00 $200.00 $250.00 T&D, Drum, 55-Gal, Hazardous, IDW T&D, Drum, 55-Gal, PFAS, IDW case by case; call for quote $1,200.00 $1,100.00 $1,200.00

Additional Fees <30 Miles 30-50 Miles >50 Miles Transportation (from portal to p/u site) 0 $50 $100

Policies

Jacksonville, FL Larry Hall 4850 Collins Ave, Jacksonville, FL 32244 904-379-3465 Tampa, FL Mike Bevacqua 4390 28th St N, St. Petersburg, FL 33714 727-610-2080 Winter Haven, FL Ben Skidmore 548 E Bridgers Ave, Auburndale, FL 33823 863-213-3996 Panama City, FL Jesse Hixson 1810 Industrial Dr, Panama City, FL 32405 850-571-3124

FDEP PRP / Drycleaner T&D Rates 2024 case by case; call for quote case by case; call for quote

LOCATIONS

Typically waste profiles < 1 year can be utilized. However, this is NOT always the case. Hull's will notify ATC in the event a newer profile is needed.

All Regions

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

Proposal No.

Date

: 2 -AK0

: /3 /202

PROPOSAL & SHORT FORM AGREEMENT FOR WASTE DISPOSAL SERVICES

Additional Terms:

Drums must be labeled, securely closed and free of leaks.

All Services subject to a minimum charge of $195 Standby to be charged at an additional $145/hr Water treatment loads containing equal to or greater than 2% solids will be assessed a solids surcharge of $0.68/gallon, applies to the solids portion of the load only.

Payment Terms: [NET 30 Days] In addition to the charges above, Customer shall reimburse Water Recovery for any tariff, permit or approval fees, tax surcharges or sales, or use or any other applicable fees related to the performance of the Services.

Proposal is based upon accuracy of information provided by Customer; any changes to the waste stream data or site conditions may result in additional charges.

Prior to commencement of Services, Water Recovery must receive and approve of the Customer’s Non- Hazardous Waste Stream Profile and inventory (if applicable).

This Proposal, the attached General Terms and Conditions, and any documentation referenced above shall constitute the entire agreement between Water Recovery and Customer with respect to the waste handling, transportation, and/or disposal of the waste identified above. By signing below, the undersigned represents his/her authority to bind Customer and generator (if different than Customer) to the terms and conditions herein. Water Recovery may withdraw this Proposal prior to acceptance, at any time.

Dated this 3 day of , 202 .

WATER RECOVERY CUSTOMER

(Signature)

(Signature)

WATER RECOVERY CUSTOMER

Company : Water Recovery, LLC Company :

Contact : Amanda Kimball Contact :

Street : 1819 Albert St. Street :

City, State, Zip : Jacksonville, FL 32202 City, State, Zip :

Phone : 904-475-9320 Phone :

E-mail : akimball@wrijax.com E-mail :

Geosyntec Consultants

Blvd.

FL

@geosyntec.com

WASTE AND SERVICES INFORMATION

Generator : Various (as manifested) Waste Description : Non-hazardous industrial waste Waste Location : Various (as manifested) Anticipated Volume : Various Anticipated Frequency : As Needed Disposal Quote : Water Treatment – Non-hazardous waste - $0.18/gallon

Solidification – Non-hazardous waste - $0.68/gallon Non-hazardous drum disposal - $105/drum PFAS – Rate varies, please call for quote

Transportation : Local (Jacksonville)- $425/load, plus fuel surcharge (currently 8.5%) Brunswick, GA- $595/load, plus fuel surcharge (currently 8.5%) Orlando/Titusville, FL- $1,025/load, plus fuel surcharge (currently 8.5%)

Description of Services : Transportation and disposal of non-hazardous waste.

Documentation : Proposal No.: 2 -AK0 and General Terms and Conditions

Printed Name/Title

Printed Name/Title

GENERAL TERMS AND CONDITIONS

1. Agreement. These General Terms and Conditions and attached Proposal (including any documentation referenced therein) shall, together, form the “Agreement” for which Water Recovery agrees to provide waste disposal, handling, transportation, and/or management services identified on the attached Proposal (the “Services”) for Customer’s waste identified on the Proposal and any applicable waste profile form(s) submitted by Customer and approved by Water Recovery (“Waste Profile”). Performance of the Services shall be contingent upon execution of this Agreement and Customer providing and Water Recovery approving Customer’s Waste Profile in writing.

2. Nonconforming Waste. Any waste, substance, and/or material tendered or delivered by Customer to Water Recovery (in any manner) that is not in strict conformance with the description or information on the applicable Waste Profile, as well as any substance or waste considered hazardous under any applicable federal, state, or local statute, regulation, or ordinance or by any governing agency, shall be deemed “Nonconforming Waste”.

3. Customer Warranties. Customer hereby represents and warrants the following: (i) the wasted tendered to or received by Water Recovery pursuant to this Agreement is not considered Nonconforming Waste; (ii) Customer and its subcontractors (of any tier), shall comply with all applicable laws, ordinances, regulations, orders, permits, or other legal requirements applicable to this Agreement related to Customer’s operations and handling or management of the waste; and (ii) if executing this Agreement on behalf of another party (including but not limited to the generator of the waste) Customer represents and warrants that it has authority to bind the other party to the terms and conditions of this Agreement and if not, shall remain responsible to Water Recovery for the same.

4. Water Recovery Warranties. Water Recovery represents and warrants that it will perform the Services in a safe and workmanlike manner, consistent with reasonable industry standards, and in accordance with all applicable federal, state, and local laws, ordinances, orders, rules, and regulations.

5. Term of Agreement. This Agreement shall commence upon the effective date indicated on the Proposal and shall terminate upon the completion of Services unless otherwise terminated earlier by Water Recovery. Water Recovery may terminate this Agreement for convenience by providing Customer with thirty (30) days written notice or immediately in the event Customer is in material breach of this Agreement which shall include but not be limited to: (i) Customer’s failure to timely pay any amounts owed to Water Recovery; (ii) any actual or alleged violation of any applicable federal, state, or local statute, regulation, ordinance, permit, or regulatory agency directive by Customer, its subcontractors (of any tier), or any entity or personnel whom Customer is responsible for; (iii) any attempt to or actual tender of Nonconforming Waste to Water Recovery (in any manner whatsoever); and (iv) any breach of Section 9 below.

6. Inspection/Rejection of Waste. Title to and liability of the waste shall remain with Customer and/or the generator at all times. Water Recovery shall have the right to inspect, analyze, or test the waste and if, in Water Recovery’s sole discretion, it is deemed Nonconforming Waste, Water Recovery may choose to any of the following at Customer’s sole cost and expense: (i) reject and return the waste to Customer; (ii) require Customer to remove and dispose of the Nonconforming Waste; (iii) elect to handle the Nonconforming Waste as described in Section 7 below; (iv) or any other course of action deemed necessary to comply with applicable federal, state, or local statutes, laws, regulations, ordinances, permits, or regulatory agency directives, guidance, or orders. Customer shall be responsible for any additional costs, charges, expenses, or fees arising from Water Recovery’s choice with respect to the Nonconfirming Waste as set forth herein.

7. Special Handling; Nonconforming Waste. If Water Recovery elects to handle any Nonconforming Waste, Water Recovery shall have the right to manage the same in a manner deemed appropriate by Water Recovery and Customer shall be responsible for any and all related additional expenses as set forth in Section 6 above.

8. Indemnification. To the fullest extent allowable by law, the parties shall be responsible for the following allocations of liability:

a. Water Recovery. Water Recovery shall defend, indemnify, and hold harmless Customer from and against any and all claims, liabilities, penalties/fines, costs, and expenses (including reasonable attorneys’ fees) (“Claims”) arising from or related to the Services performed under this Agreement and to the extent caused by Water Recovery’s applicable fault including but not limited to negligence, strict liability, breach of its warranty obligations in Section 4 above, or any other legal theory of liability attributable to Water Recovery, provided that Water Recovery’s indemnification obligations will not apply to occurrences involving Nonconforming Waste.

b. Customer. Customer shall defend, indemnify, and hold harmless Water Recovery and its parent, subsidiary, and affiliated companies, and their respective directors, officers, employees, and agents (“Water Recovery Indemnitees”) from and against any and all Claims arising from or related to this Agreement or the Services provided hereunder and to the extent caused by Customer’s applicable fault including but not limited to negligence, strict liability, breach of this Agreement (including Section 3 above), or any other legal theory of liability attributable to Customer or its other subcontractors of any tier in the performance of this Agreement.

c. Waiver of Immunity. In furtherance of the foregoing indemnity obligations, Customer and Water Recovery agree to waive any immunity afforded to it under workers compensation or similar law.

9. Facility Access. Customer’s access to Water Recovery’s facility shall be limited to the sole purpose of off-loading waste in the manner directed by Water Recovery. Customer and its subcontractors (of any tier) shall comply with all rules of the facility and directions given by Water Recovery personnel. Water Recovery may revoke or deny Customer (or its subcontractors of any tier) access to the facility in the event Customer, or its subcontractors (of any tier), fail to follow any such directives, rules, or regulations, and Water Recovery shall not be responsible for any expenses related to such removal.

10. Charges and Payments. Payment to Water Recovery shall be deemed earned as Services are performed and Customer shall make payment to Water Recovery without offset or deduction the earlier of: (i) the payment term indicated on the Proposal or (ii) if no payment term is expressly indicated, within net thirty (30) days upon receipt of Water Recovery’s invoice. Late payments shall earn interest at the rate of 1.5% per month, or the maximum amount permitted by law, whichever is less. Customer shall be responsible for and shall reimburse Water Recovery for any and all costs and expenses (including attorney’s fees) incurred for collections of payments overdue.

11. Consequential Damages. Neither party shall be responsible for any consequential, incidental, punitive, or special damages whatsoever (including but not limited to, business interruption, extra expense, loss of use of any property, or delay) arising out of or relating to the Services and/or this Agreement, howsoever caused and regardless of whether the same results from the negligence of a party, or otherwise and even if the possibility of such was or could have been foreseeable.

Force Majuere. Except for the obligation to make payments hereunder, neither party shall be in default for its failure to perform or delay in performance caused by events beyond its reasonable control, including, but not limited to, strikes, riots, imposition of laws or governmental orders, fires, acts of God, and inability to obtain equipment, and the affected party shall be excused from performance during the occurrence of such events

12. Counterparts and Facsimile Signatures. This Agreement may be executed in two or more counterparts, each of which will be deemed an original and all of which together will constitute the same agreement. Facsimile or email signatures and/or acknowledgement and acceptance shall be considered valid.

13. Severability. The partial or complete invalidity of any one or more provisions of this Agreement shall not affect the validity or continuing force and effect of any other provision. If any provision is invalid, in whole or in part, the balance of the provisions shall be considered reformed to reflect the intent of the parties to the greatest extent possible consistent with applicable law.

Governing Law, Venue and Legal Fees. The interpretation and performance of this Agreement shall be governed by the laws of the state of Florida which the Services are performed and any litigation or dispute arising in connection with this Agreement shall be settled by arbitration administered by the American Arbitration Association in accordance with its commercial arbitration rules, and judgment on the award entered by the arbitrator(s) may be entered into any court having jurisdiction thereof. The substantially prevailing party shall be entitled to its legal fees and costs with respect to any litigation or dispute arising pursuant to this Agreement.

14. Entire Agreement, Neutral Construction and Headings. This Agreement constitutes the entire agreement between the parties and expressly supersedes and negates any prior or contemporaneous agreements, whether written or oral. This Agreement may not be modified or amended except by a writing signed by both parties. The parties agree that each has had the opportunity to review the terms of this Agreement and to request any desired changes or clarifications and this Agreement shall be construed neutrally, and as the commemoration of the mutual assent of both parties, rather than for or against either party. The title of this Agreement and headings used herein are for reference only and shall not be construed to give any substantive meaning.