CN-370000-HW685-DC023E.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.

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.

HW685

DC023E Completion December 4, 2026

This Task Assignment authorizes WSP to conduct soil and groundwater sampling at the former Sages Dry Cleaners in accordance with the February 2, 2026 Scope of Work, Cost Estimate, and Bid Documentation.

Patrick McGrane 850-245-8899 Contractor WSP USA Inc. Contractor

Contractor Matt Crews Contractor 904-363-3430

ERIC_4596

5800 Fort Caroline Road, Jacksonville, Duval County

Sages Dry Cleaner - Former

Contractor Contractor

✔ $ 28,842.51

$ 28,842.51

Scope of Work

WSP USA Inc.

Contractor Matthew Crews

Environmental Engineer

2/18/2026

Crews, Matt (USMC700671) Digitally signed by Crews, Matt (USMC700671) Date: 2026.02.18 08:46:49 -05'00'

Mubeen Darji

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

Date: 2026.02.17 08:56:22 -05'00'

N/A

Task Assignment Notification/Change Order Deliverables and Invoice Schedule Attachment

Contract Number:

Task Assignment #:

Deliverables:

Deliverable Deliverable Due Date

Invoice Schedule:

Requirements for Invoice Submittal Amount to be Invoiced

TOTAL COST

BWC TAFORM

HW685

DC023E

Subtasks 1 & 4 - Project Management; Reporting

Subtasks 2 & 3 - Annual Groundwater Monitoring & Confirmatory Soil Sampling 08/07/2026

10/16/2026

Subtasks 2 & 3 - Submittal and FDEP approval of email summary containing field documentation, certified laboratory reports, and signed waste manifest(s)

Subtasks 1 & 4 - Submittal and FDEP approval of the Annual Groundwater Monitoring and Confirmatory Soil Sampling Report

$ 19,637.53

$ 28,842.51

$ 9,204.98

Memorandum

TO: Negotiation File

Sages Dry Cleaner - Former Jacksonville, Duval County

ERIC_4596

FROM: Patrick McGrane, Project Manager

SUBJECT: Negotiation Summary Task Assignment DC023E (HW685)

DATE: February 10, 2026

This Task Assignment authorizes WSP USA Inc. (WSP) to conduct confirmatory soil sampling and groundwater sampling at the former Sages Dry Cleaner site.

The scope of work was agreed upon following review of WSP’s recommendations in the 2025

Annual Groundwater Monitoring Report. Since shutdown of the In-situ Air Sparge/Soi Vapor

Extraction system in 2007, confirmatory soil sampling has not been completed. Sample locations were selected based on initial soil assessment data targeting area with historical exceedances of cleanup target levels. Soil sampling locations and intervals were reviewed and approved by

Department technical staff.

The total cost for this project is $28,842.51 with 113 total labor hours. All work is to be completed in accordance with the February 2, 2026, Scope of Work, Cost Estimate, and Bid

Documentation.

WSP may invoice according to the included schedule.

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LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Former Sages Dry Cleaners SUBTASK 2: Annual Groundwater Monitoring

DATE: 2/2/2026

LABOR CATEGORIES *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLES WORK DESCRIPTIONS HOURS

Practice Leader (R. McCann) 4.0

Project Sci/Eng (J. Whipple) 15.0

Staff Sci/Eng (L. Kamikazi) 14.0

TOTAL LABOR 33.0

VEHICLE EVENT RATE UNIT USAGE

Truck GW Sampling $120.00 Per Day 2 $240.00

TOTAL VEHICLE $240.00

MEALS STAFF RATE UNIT USAGE

TOTAL MEALS $0.00

HOTEL STAFF RATE UNIT USAGE

TOTAL HOTEL $0.00

SUBCONTRACTOR COSTS

NAME RATE UNIT USAGE

Erwin Remediation Svcs IDW Water T&D $195.00 Per Drum 2 $390.00

TOTAL SUBS $390.00

LABORATORY COSTS

PARAMETERS RATES # SAMPLES #QAQC

Groundwater VOHs Method 8260D $73.00 10 0 $730.00 Total VOCs (IDW) Method 8260D $110.00 1 0 $110.00 Total Iron EPA Method 6010 $13.50 4 0 $54.00

Sample Shipping Large $150.00 1 0 $150.00

TOTAL LAB $1,044.00

EQUIPMENT ITEMS RATES UNITS USAGES

$40.00 Per Day 2 $80.00

$290.00 Per Day 2 $580.00 $0.30 Per Foot 300 $90.00 $3.00 Per Foot 11 $33.00

$100.00 Per Drum 2 $200.00

TOTAL EQUIPMENT $983.00

Verification of property ownership for onsite and offsite properties prior to mobilization (2 hours).

Characterize IDW and prepare waste profile for transportation and disposal of IDW (2 hours).

Field event preparation (1 hour). Round trip travel (2 trips x 1 hour per trip = 2 hours). Instrument calibration, measure water levels, measure field parameters, and sample 10 wells for chlorinated VOCs analysis and 4 wells for total Iron (see Table in proposal); IDW staging and handling (12 hours).

Round trip travel (2 trips x 1 hour per trip = 2 hours). Instrument calibration, measure water levels, measure field parameters, and sample 10 wells for chlorinated VOCs analysis and 4 wells for total Iron (see Table in proposal); IDW staging and handling (12 hours).

Shallow Groundwater Sampling Kit Tubing, Poly HDPE

Tubing, Silicon 3/16 x 3/8

Drum, 55-gallon

PURPOSE

Miscellaneous Expendables

FINAL --7/24/96

SUBTASK 3: Confirmatory Soil Sampling

DATE: 2/2/2026

LABOR CATEGORIES *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLES WORK DESCRIPTIONS HOURS

Practice Leader (R. McCann) 4.0

Project Sci/Eng (J. Whipple) 16.0

Staff Sci/Eng (L. Kamikazi) 14.0

TOTAL LABOR 34.0

VEHICLE EVENT RATE UNIT USAGE

Truck Soil Sampling $120.00 Per Day 2 $240.00

TOTAL VEHICLE $240.00

MEALS STAFF RATE UNIT USAGE

TOTAL MEALS $0.00

HOTEL STAFF RATE UNIT USAGE

TOTAL HOTEL $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE RATE UNIT USAGE

Blood Hound Underground Utility Location $749.00 Lump Sum 1 $749.00

TOTAL SUBS $749.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

Soils Halocarbons Method 8260D Primary $73.00 51 0 $3,723.00

SPLP Zero Headspace Ext. Method 1311/1312 Secondary $55.00 13 0 $715.00 Halocarbons Method 8260D Secondary $73.00 13 0 $949.00 Encore Sampler (25 gram for SPLP) $16.00 51 0 $816.00

Sample Shipping Large $150.00 2 0 $300.00

TOTAL LAB $6,503.00

EQUIPMENT ITEMS RATES UNITS USAGES

Miscellaneous Expendables $40.00 Per Day 2 $80.00

Soil Sampling Kit (through concrete) $235.00 Per Day 2 $470.00 Total GPS Station (Other) $175.00 Per Day 1 $175.00

TOTAL EQUIPMENT $725.00

Prepare and submit interim deliverable for Subtask 2 and Subtask 3 (4 hours).

Field event preparation (1 hour). Load sample coordinates to GPS unit (1 hour). Round trip travel (2 trips x 1 hour per trip = 2 hours). Utility location; collect soil samples from 13 soil borings (see Table 1); equipment decontamination (12 hours).

Round trip travel (2 trips x 1 hour per trip = 2 hours). Utility location; collect soil samples from 13 soil borings (see Table 1); equipment decontamination (12 hours).

SUBTASK 4: Reporting

DATE: 2/2/2026

LABOR CATEGORIES *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLES WORK DESCRIPTIONS HOURS

Practice Leader (M. Crews) 3.0

Practice Leader (R. McCann) 20.0

Project Sci/Eng (J. Whipple) 6.0

Senior Sci/Eng (B. Lucero) 6.0

Staff Sci/Eng (A. Strayer) 2.0

TOTAL LABOR 37.0

VEHICLE TYPE RATE UNIT USAGE

TOTAL VEHICLE $0.00

MEALS STAFF RATE UNIT USAGE

TOTAL MEALS $0.00

HOTEL STAFF RATE UNIT USAGE

TOTAL HOTEL $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE RATE UNIT USAGE

TOTAL SUBS $0.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USAGE

TOTAL EQUIPMENT $0.00

Develop conclusions and recommendations and prepare final Annual Groundwater Monitoring and Confirmatory Soil Sampling Report.

Prepare draft Annual Groundwater Monitoring and Confirmatory Soil Sampling Report.

CADD: Prepare potentiometric and groundwater analytical figures for shallow, intermediate, and deep zones of surficial aquifer. Prepare soil analytical figures.

Reporting: Document production, create pdf for OCULUS.

Data entry for soil and groundwater, prepare tables and figures.

WSP USA Inc.

9428 Baymeadows Road, Suite 400, Jacksonville, Florida 32256 USA

T: +1 904 363-3430 F: +1 904 363-3445 wsp.com

February 2, 2026 Proposal No. 2025US483724

Mr. Patrick McGrane Florida Department of Environmental Protection Division of Waste Management Waste Site Cleanup Section 2600 Blair Stone Road, MS 4520 Tallahassee, FL 32399-2400

RE: COST PROPOSAL FOR ANNUAL GROUNDWATER MONITORING

AND CONFIRMATORY SOIL SAMPLING

FORMER SAGES DRY CLEANERS

5800 FORT CAROLINE ROAD

JACKSONVILLE, DUVAL COUNTY, FLORIDA

DEP FACILITY ID NUMBER: ERIC_4596

PROPOSED TASK ASSIGNMENT: HW685_DC023E

Dear Mr. McGrane:

WSP USA Inc. (WSP) is pleased to provide the Florida Department of Environmental Protection (DEP) with this cost proposal for annual groundwater monitoring and confirmatory soil sampling at the above-referenced site. This proposal includes a description of the proposed scope of services, level of effort sheets for each subtask, and a cost estimate form that summarizes the costs of the proposed services. The proposed scope of services is described below.

SUBTASK 1 – PROJECT MANAGEMENT

To facilitate project quality and satisfactory completion of the proposed scope of work, all aspects of this project will be overseen by an experienced project manager. The project manager will be responsible for the schedule, budget, invoicing, project activities, and communications with the DEP and the field team. Project management will include coordination of field activities; resource allocation to confirm the work is conducted by qualified professionals in accordance with the project schedule; cost control and tracking of the budget status; and submittal of project invoices in accordance with DEP Waste Site Cleanup Section requirements. The project manager will oversee the work so that it is conducted in a manner that is consistent with the requirements of the DEP-approved task assignment.

SUBTASK 2 – ANNUAL GROUNDWATER MONITORING

Groundwater Monitoring Following authorization to proceed, WSP will use the Duval County Property Appraiser’s Office website to verify that the current property owner and the offsite property owners have an executed Permission to Enter Property agreement with the DEP. WSP will then coordinate with the real property owner, tenant, and offsite property owners for access to complete the scope of work.

Mr. Patrick McGrane Proposal No. 2025US483724

Florida Department of Environmental Protection February 2, 2026

WSP will collect groundwater samples from 10 monitoring wells, as outlined in the table below.

Well Identifications Screen

Intervals (feet)

Well Locations

Chlorinated VOCs Total IronA

EPA Method

EPA Method

2026 ANNUAL MONITORING EVENT

Shallow Surficial Aquifer

MW004 23 - 33 Downgradient - Shallow (offsite) X MW511 26 - 31 Downgradient - Shallow X MW514 26 - 31 Downgradient - Shallow X X MW015 25 - 35 Downgradient - Shallow (offsite) X MW016 25 - 35 Crossgradient - Shallow X MW021 25 - 35 Source Area - Shallow --- X

Intermediate Surficial Aquifer MW606 35 - 45 Downgradient - Intermediate (offsite) X MW607 35 - 45 Downgradient - Intermediate X X

Deep Surficial Aquifer MW608 55 - 65 Downgradient - Deep X X MW005 60 - 65 Downgradient - Deep (offsite) X

Notes:

X = Parameter measured or analyzed AUnderground Injection Control Monitoring Parameter

WSP developed the proposed groundwater monitoring plan following correspondence with the DEP after review of the 2025 Annual Groundwater Monitoring Report. The proposed plan includes collecting groundwater samples from select existing wells for analysis of chlorinated volatile organic compounds (VOCs), as well as total iron, as part of the continued Underground Injection Control monitoring following implementation of the interim source removal.

Figures 3 through 8 from the previous annual report show the well locations, groundwater flow directions, and chlorinated VOC results for the shallow, intermediate, and deep zones of the surficial aquifer.

Prior to groundwater sampling, depths-to-groundwater will be measured at accessible monitoring wells using an electronic water level indicator to determine groundwater elevations and flow directions. During the sampling event, the locks and well caps will be inspected for damage or degradation and repaired or replaced, as necessary.

Groundwater sampling activities will be completed in accordance with DEP Standard Operating Procedures (SOPs) for Field Activities (DEP SOP-001/01), dated January 2017 (effective April 16, 2018). Prior to collecting the groundwater sample, each well will be purged and field parameters, including temperature, pH, specific conductance, dissolved oxygen, turbidity, and oxidation-reduction potential will be monitored. Purge volumes and field parameters will be recorded on field data sheets, and the field monitoring equipment will be calibrated in accordance with the manufacturer’s recommended procedures.

The groundwater samples will be delivered to a Florida Department of Health and National Environmental Laboratory Accreditation Program certified, fixed-base laboratory along with the completed chain-of-custody documentation. Upon receipt of the laboratory analytical results, WSP will evaluate the constituent concentrations to determine if offsite notification is required.

SUBTASK 3 – CONFIRMATORY SOIL SAMPLING

Utility Location WSP will obtain the applicable local, county, and State-required permits prior to implementing the proposed scope of work. Before the initiation of fieldwork, WSP will contact Sunshine 811 for underground utility clearance and marking. Given that work will be conducted on private property, Sunshine State One Call might not be able to provide details regarding specific utilities in the area where soil sampling activities will be conducted. Therefore, WSP will subcontract with a private utility location company to locate and map shallow subsurface anomalies present within the proposed soil sampling areas. WSP will discuss any conflicts between suspected underground utilities and the proposed assessment locations with the DEP prior to any adjustments in the field.

Soil Sampling A Contamination Assessment Report (CAR), dated February 2000 and completed by Levine Fricke Inc. (LFR), indicated that several soil samples collected west, north, and south of the 2017 large diameter auger (LDA) soil remediation footprint had concentrations that exceeded the DEP Soil Cleanup Target Level (SCTL) for leachability, based on groundwater criteria, for tetrachloroethene (PCE) at depths between 2 and 6 feet below ground surface (bgs). In its August 2025 Annual Groundwater Monitoring Report, WSP recommended collecting confirmatory soil samples at these locations. The DEP agreed with this recommendation and provided additional soil sample locations via e-mail on September 17, 2025, to delineate the extent of the aforementioned soil contamination.

As such, WSP will collect soil samples from 13 soil borings. At each of the soil boring locations, WSP will use a decontaminated stainless-steel hand auger to collect discrete soil samples from the ground surface to the top of the water table. For cost estimating purposes, WSP has assumed the depth-to-groundwater is 7 to 8 feet bgs. The proposed soil sampling plan is included in Table 1. The proposed soil boring locations are shown on the attached Figure 5, which was taken from LFR’s February 2000 CAR.

Soil sampling activities will be completed in accordance with DEP SOPs for Field Activities (DEP SOP-001/01 [FS 3000]), dated January 2017 (effective April 16, 2018). WSP will collect a primary soil sample from the bottom of each of the proposed sampling depth intervals. WSP will also collect a split soil sample using a 25-gram EnCore sampler. The split samples will be placed on hold pending review of the primary sample results.

WSP will place the soil samples on ice and ship the coolers to a Florida Department of Health and National Environmental Laboratory Accreditation Program-certified fixed-based laboratory, along with the completed chain of custody documentation. The laboratory will analyze the primary samples for chlorinated VOCs using Environmental Protection Agency (EPA) Method 8260D. If the results exceed a DEP SCTL for Leachability, based on groundwater criteria, for any constituent, WSP will request DEP approval to analyze the split samples using the Synthetic Precipitation Leaching Procedure (SPLP), if necessary. For cost estimating purposes, WSP has assumed up to 13 split samples will be analyzed using the SPLP.

Following soil sample collection, WSP will backfill the boreholes with any excess soil and sand, as needed. If the boring was advanced into a concrete or asphalt surface, the borehole will be backfilled with sand to approximately 6 inches below grade, followed by a layer of concrete or asphalt patch (as appropriate) to match the existing surface.

IDW Transportation and Disposal WSP will containerize the investigation-derived waste (IDW) purge water and decontamination water in a 55-gallon drum. WSP will collect a waste characterization sample from the drum for analysis of total VOCs using EPA Method 8260D. The drum will be temporarily staged onsite, pending waste characterization. For cost estimating purposes, WSP has assumed that the IDW can be transported and disposed of as non-hazardous waste at an approved facility. The IDW transportation and disposal subcontractor will provide WSP with a non-hazardous waste manifest upon delivery to the disposal facility. WSP estimates that two drums of IDW purge water and equipment decontamination water will be generated during the field activities.

Interim Deliverables Upon completion of Subtasks 2 and 3, an e-mail deliverable will be submitted and include copies of the field data sheets, equipment calibration forms, field notes, laboratory analytical reports with chain-of-custody documentation, and a non-hazardous waste manifest.

SUBTASK 4 – REPORTING

WSP will prepare an Annual Groundwater Monitoring and Confirmatory Soil Sampling Report that will include a description of the sampling procedures, evaluation of the analytical results; comparison of current to historical data;

tabulated summary of the current and historical analytical data; site maps showing the groundwater and soil analytical results; water level elevation information in tables and figures; laboratory analytical data; and conclusions and recommendations.

HEALTH AND SAFETY

WSP will update the existing site-specific Health and Safety Plan for the fieldwork. The work will be completed in accordance with WSP’s safety policies and procedures. At a minimum, WSP will wear safety glasses, high visibility safety vests, and steel-toed boots. A safety job briefing will be conducted prior to the start of work activities and anytime the scope of work or site conditions change.

COST AND SCHEDULE

The estimated cost to complete the proposed scope of work is $28,842.51. WSP anticipates the groundwater monitoring and soil sampling event will take place in June 2026. The level of effort sheets and cost estimate form are included in Attachment A. Subcontractor quotes are included in Attachment B. The following table summarizes the proposed costs and deliverable schedule.

Tasks Proposed Costs Proposed Schedules/Deliverables

Subtask 1 – Project Management $ 2,054.06 October 30, 2026

Subtask 2 – Annual Groundwater Monitoring

$ 6,959.26 July 31, 2026 (E-mail summary with field documentation, certified lab report for volatile organic carbons, and non-hazardous waste manifest for IDW)Subtask 3 – Confirmatory Soil Sampling $ 12,678.27

Subtask 4 – Reporting $ 7,150.92 September 25, 2026 (Annual Groundwater Monitoring and Confirmatory Soil Sampling Report)

Total/Completion Date $28,842.51 November 27, 2026

WSP appreciates the opportunity to provide services to the DEP. Should you require additional information or clarifications, please contact us at (904) 363-3430.

Respectfully, WSP USA Inc.

Richard D. "Rick" McCann Matthew C. Crews, PE Vice President, Geologist Assistant Vice President, Environmental Engineer

RDM/MCC/as

Attachments: Table 1 Proposed Soil Sampling Plan

Figure 3 Potentiometric Map of the Shallow Surficial Aquifer (April 2024) Figure 4 Potentiometric Map of the Intermediate Surficial Aquifer (April 2024) Figure 5 Potentiometric Map of the Deep Surficial Aquifer (April 2024) Figure 6 Groundwater Characterization in the Shallow Zone of the Surficial Aquifer (April 2024) Figure 7 Groundwater Characterization in the Intermediate Zone of the Surficial Aquifer (April 2024) Figure 8 Groundwater Characterization in the Deep Zone of the Surficial Aquifer (April 2024) Figure 5 (LFR) PCE Concentrations in Vadose Zone Soil (2-20-00)

Attachment A – Level of Effort Sheets and Cost Estimate Form Attachment B – Subcontractor Quotes

February 2026 2025US483724

Depth Interval Sample Depth Chlorinated VOCs SPLP feet bgs feet bgs EPA Method 8260D EPA Method 1311/8260D

0 - 0.5 0.5 X X Hold SPLP sample

0.5 - 2.0 2.0 X X Hold SPLP sample

2.0 - 4.0 4.0 X X Hold SPLP sample

4.0 - 6.0 6.0 X X Hold SPLP sample 0 - 0.5 0.5 X X Hold SPLP sample

0.5 - 2.0 2.0 X X Hold SPLP sample

2.0 - 4.0 4.0 X X Hold SPLP sample

4.0 - 6.0 6.0 X X Hold SPLP sample 0 - 0.5 0.5 X X Hold SPLP sample

0.5 - 2.0 2.0 X X Hold SPLP sample

2.0 - 4.0 4.0 X X Hold SPLP sample

4.0 - 6.0 6.0 X X Hold SPLP sample 0 - 0.5 0.5 X X Hold SPLP sample

0.5 - 2.0 2.0 X X Hold SPLP sample

2.0 - 4.0 4.0 X X Hold SPLP sample

4.0 - 6.0 6.0 X X Hold SPLP sample 0 - 0.5 0.5 X X Hold SPLP sample

0.5 - 2.0 2.0 X X Hold SPLP sample

2.0 - 4.0 4.0 X X Hold SPLP sample

4.0 - 6.0 6.0 X X Hold SPLP sample

0.0 - 2.0 2.0 X X Hold SPLP sample

2.0 - 4.0 4.0 X X Hold SPLP sample

4.0 - 6.0 6.0 X X Hold SPLP sample

0.0 - 2.0 2.0 X X Hold SPLP sample

2.0 - 4.0 4.0 X X Hold SPLP sample

4.0 - 6.0 6.0 X X Hold SPLP sample

0 - 0.5 0.5 X X Hold SPLP sample

0.5 - 2.0 2.0 X X Hold SPLP sample

2.0 - 4.0 4.0 X X Hold SPLP sample

4.0 - 6.0 6.0 X X Hold SPLP sample 0 - 0.5 0.5 X X Hold SPLP sample

0.5 - 2.0 2.0 X X Hold SPLP sample

2.0 - 4.0 4.0 X X Hold SPLP sample

4.0 - 6.0 6.0 X X Hold SPLP sample

TABLE 1

PROPOSED SOIL SAMPLING PLAN

FORMER SAGES DRY CLEANERS

Jacksonville, Duval County, Florida

Boring ID

Facility Identification Number ERIC_4596

Comments

CSB-2

PREVIOUS SOIL BORING LOCATIONS

SB106

SB111

SB112

SB113

SB114

NEW SOIL BORING LOCATIONS

CSB-1

SB119

SB120

FN: Table 1 - Proposed Soil Sampling Plan.xlsx Page 1 of 2

February 2026 2025US483724

Depth Interval Sample Depth Chlorinated VOCs SPLP feet bgs feet bgs EPA Method 8260D EPA Method 1311/8260D

TABLE 1

PROPOSED SOIL SAMPLING PLAN

FORMER SAGES DRY CLEANERS

Jacksonville, Duval County, Florida

Boring ID

Facility Identification Number ERIC_4596

Comments

0 - 0.5 0.5 X X Hold SPLP sample

0.5 - 2.0 2.0 X X Hold SPLP sample

2.0 - 4.0 4.0 X X Hold SPLP sample

4.0 - 6.0 6.0 X X Hold SPLP sample 0 - 0.5 0.5 X X Hold SPLP sample

0.5 - 2.0 2.0 X X Hold SPLP sample

2.0 - 4.0 4.0 X X Hold SPLP sample

4.0 - 6.0 6.0 X X Hold SPLP sample 0 - 0.5 0.5 X X Hold SPLP sample

0.5 - 2.0 2.0 X X Hold SPLP sample

2.0 - 4.0 4.0 X X Hold SPLP sample

4.0 - 6.0 6.0 X X Hold SPLP sample 0 - 0.5 0.5 X X Hold SPLP sample

0.5 - 2.0 2.0 X X Hold SPLP sample

2.0 - 4.0 4.0 X X Hold SPLP sample

4.0 - 6.0 6.0 X X Hold SPLP sample

IDW -- X Not Applicable 51 50

Notes:

feet bgs - feet below ground surface IDW - Investigation-Derived Waste VOCs - volatile organic compounds SPLP - Synthetic Precipitation Leaching Procedure

* - Interval must be above the water table. Samples will not be taken within the water table.

CSB-3

TOTAL

CSB-4

CSB-6

CSB-5

FN: Table 1 - Proposed Soil Sampling Plan.xlsx Page 2 of 2

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ESTIMATE

Blood Hound Corporate Headquarters 6500 Technology Center Dr., Suite 200 Indianapolis, IN 46278

Email: BHI@bhug.com bhug.com Website: Phone #: 888-858-9830 888-858-9829 Fax #:

Corporate Headquarters 6500 Technology Center Dr., Suite 200 Indianapolis, IN 46278

Email: BHI@bhug.com bhug.com Website: Phone #: 888-858-9830 888-858-9829 Fax #:

Corporate Headquarters 6500 Technology Center Dr., Suite 200 Indianapolis, IN 46278

Email: BHI@bhug.com bhug.com Website: Phone #: 888-858-9830 888-858-9829 Fax #:

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: ____________________________________________________________________________________

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.

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.

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.

GGeoTek Services, LLC

08 January 2026

To: Rick McCann WSP USA, Inc.

9428 Baymeadows Road, Suite 400 Jacksonville, Florida 32256

From: GeoTek Services, LLC 4060 Sparrow Hawk Road Melbourne, FL 32934

RE: Utility Locating Services – 5800 Fort Caroline Road in Jacksonville, Florida

Mr. McCann, GeoTek Services is pleased to respond to your request for Utility Locating services at 5800 Fort Caroline Road in Jacksonville, Florida. We will scan a (10’ x 10’) area around the thirteen proposed bore locations 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 vehicles, fencing, or buildings. We will scan as close as reasonably possible to fixed objects such as obstructions, landscaping, 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 fixed price quote for this effort is $750.00. 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

GPRSQUOTE-253756 v.1 Page 2 of 3

January 28, 2026 Client: WSP USA INC EL PASO TX Project Address: 5800 Fort Caroline Road Jacksonville, FL 32225 Quote Number: GPRSQUOTE-253756 GPRS Opportunity Name/Number: 5800 Fort Caroline Road, Jacksonville, Florida 32225

Submitted By:

Connlly Isaacson

To schedule, please email:

floridainfo@gprsinc.com

GPRS appreciates the opportunity to provide this proposal. We encourage you to visit our website (www.gprsinc.com) and contact any of the numerous references listed. Our insurance certificate and W-9 can also be downloaded here. Please feel free to contact us if you have any questions or need additional information. Visit for an overview of our industry-leading best practices.

SCOPE OF WORK

Soil Boring: We understand the scope of work on this project is to search for underground utilities in a 10’ radius around 13 soil bores. We will attempt to trace any utilities for which structures are visible from the work area. Utilities will be marked on the surface using paint, pin flags, or other appropriate means. The client will be responsible for providing drawings or notifying GPRS of any utilities entering the work area for which there are no apparent surface features or structures visible from the work area. To avoid additional charges, the areas should be laid out, marked, and cleared of obstructions before our arrival. Please visit www.simspec.org for an overview of our industry-leading best practices that will be applied to this project.

• GPRS is not responsible for housekeeping. Any debris, equipment, or other obstructions in the area at the time of scanning could potentially block out needed data.

• A thorough utility search can only be completed if GPRS is given access to all utility structures, interior and exterior. This service is never a replacement for the use of the state One Call system (811).

• All of our technicians have OSHA-10 safety training or greater. Site-specific safety training is not included in this quote. Please notify us if this project requires additional safety training.

EQUIPMENT

• Underground Scanning GPR Antenna. This GPR Antenna uses frequencies ranging from 250 MHz to 450 MHz and is mounted in a stroller frame that rolls over the surface. Data is displayed on a screen and marked in the field in real-time. The surface needs to be reasonably smooth and unobstructed to obtain readable scans. Obstructions such as curbs, landscaping, and vegetation will limit the efficacy of GPR.

The total effective scan depth can be as much as 8’ or more with this antenna but can vary widely depending on the soil conditions and composition. Some soil types, such as clay, may limit maximum depths to 3’ or less. As depth increases, targets must be larger to be detected, and non-metallic targets can be challenging to locate. The depths provided should always be treated as estimates as their accuracy can be affected by multiple factors. For more information, please visit: Link

• Electromagnetic Pipe Locator. This receiver can passively detect the signals from live AC power or radio signals traveling along some conductive utilities. Operators can connect a transmitter directly to accessible metallic pipes, risers, or tracer wires to generate a current at a specific frequency. The receiver can then detect the resulting signal along the pipe or tracer wire. Various factors may impact this device's effectiveness, including (but not limited to) access to the utility, conductivity, grounding, and interference from other utilities.

The depths provided should always be treated as estimates as their accuracy can be affected by multiple factors. For more information, please visit: Link

• Traceable Rodder. The rodder consists of a copper wire encased in fiberglass. This device is pushed through a pipe with direct access, such as a sewer line at a cleanout or a storm drain catch basin. Operators then induce a current on the wire and trace the signal from the surface. The maximum traceable depth is 10’ depending on the soil conditions, and the maximum distance is 200’. Inserting the rodder into deeper pipes within manholes may not be feasible depending on site conditions. GPRS will not access electrical conduits. The signal is not detectable through metallic pipes. For more information, please visit: Link

• GPS. This handheld unit offers accuracy down to 4 inches; however, the accuracy achieved will depend on the satellite environment at the time of collection and is not considered survey-grade. Features can be collected as points, lines, or areas and then exported as a KML/ KMZ or overlaid on a CAD drawing. For more information, please visit: Link

GPRSQUOTE-253756 v.1 Page 3 of 3

PROJECT COSTS

SERVICE DESCRIPTION

FIELD SERVICES Described on Page 2 JOB SUMMARY REPORT PDF including a brief description of equipment used, findings, limitations, and site photos sent at the conclusion of every job.

SITEMAP® PERSONAL LICENSE Findings will be collected with GPS and made available on SiteMap to access the automated deliverable PDF Map, KMZ, SHP files and map viewer access on SiteMap. Results are not survey-grade accuracy. For more information, please visit: Link

TOTAL $1,150.00

GENERAL TERMS & CONDITIONS

This proposal is subject to the General Terms and Conditions for Services of Ground Penetrating Radar Systems, LLC posted at Link (the “Terms and Conditions”) and the Authorized User License Agreement for SiteMap® Accounts at Link and is hereby incorporated by reference into and made a part of this proposal. Customer acknowledges it has read and agrees to be bound by such Terms and Conditions. In the event of any conflict between the terms of this proposal and the Terms and Conditions, the Terms and Conditions will prevail.

1. Customer agrees to meet and perform all requirements described in this document and has fully read and understands all items listed within this document.

2. It is the customer’s responsibility to prepare the site for scanning, including clearly identifying areas to be scanned, securing access to all areas required for scanning, removing and keeping these areas clear and free of obstructions. Delays caused by customer’s failure to do so may result in an increased price.

3. GPRS does not conduct an investigation, analysis, or interpretation of soil composition, soil/concrete conditions, or geophysical, geological, engineering, or land surveying information. The customer acknowledges understanding that we are merely reporting retrieved data and that we do NOT provide geophysical, geological, engineering, or land surveying services. Customer should contact a professional in those fields if such services are needed. Data collected during may only be suitable for use within the scope of this proposal.

4. If any work to be performed is within a road or street, unless specifically included by GPRS within this proposal, it is the customer’s responsibility to provide adequate traffic control to allow GPRS’ personnel to safely and efficiently work in the road/street.

5. Time-on-site in excess of 8-hours will be billed at overtime rates.

6. This price assumes that we will be given access to perform the work during normal, weekday business hours. Work performed outside of 6am-5pm Monday-

Friday will be billed at overtime rates.

7. These rates assume that there are no certified payroll or prevailing wage requirements for this work. If GPRS receives notice that any of these conditions exist, there will be additional costs.

8. If this proposal is not accepted within 90 days of January 28, 2026, then the pricing may be subject to review.

9. If for some reason the technician arrives on site and the work is cancelled there will be a charge of $500 per requested technician.

10. If your project is in WV, SD, NM, or HI: State sales tax is not included in the total on this proposal, but will be included on the invoice.

11. Payment Terms are Net 30; or as specified if a current Master Service Agreement is in place.

ACCEPTED AND AGREED

Print Name:_____________________ Signature:_____________________ Date:________________

Company Phone/Email:___________________________ PO #:___________ Job #:______________

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Pa ge o f 1

408 Ditmar Street Pensacola, FL 32503

To: Mr. Ralph Mongillo

WSP

9428 Baymeadows Road, Suite 400 Jacksonville, FL 32256

June 16, 2023

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

Mr. Mongillo:

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

For Non-Hazardous Chlorinated Solvent Impacted Materials:

Description Rate Unit T&D - Non-Haz Chlorinated Solvents Impacted Soil $ 125.00 Per Drum T&D - Non-Haz Chlorinated Solvents Impacted Mud/Water $ 125.00 Per Drum T&D - Non-Haz Chlorinated Solvents Impacted Water $ 95.00 Per Bucket

For Non-Hazardous PFAS/PFOS Impacted Materials:

Description Rate Unit Profile Fee (Charged once per site) $ 350.00 Per Site T&D - Non-Haz PFOS/PFAS Impacted Water (5-gallon bucket) $ 95.00 Per Bucket 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

Please ensure that all drum lids are properly secured and that drums are on a level surface like the surrounding area (i.e., not on a pallet, etc.). A single False Mobilization fee will apply if our driver is not able to locate a drum on site or if we are unable to access the property due to a locked gate, etc. This quote is valid for 90 days.

Respectfully, Robert Donado Erwin Remediation, Inc.

Email: robert@erwinremediation.com p y