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.

HW685

DC027C Completion December 29, 2023

This Task Assignment authorizes WSP to conduct Interim Source Removal activities in accordance with the June 30, 2023 Scope of Work, Cost Estimate, and Bid Documentation.

Opeyemi Kehinde 850-245-8887 Contractor Contractor

Contractor Contractor

Contractor Contractor

Contractor

WSP USA Inc.

WSP USA Inc.

Matt Crews 904-363-3430

ERIC_4531

10500 San Jose Boulevard, Jacksonville, Duval County

Former Dixie Cleaners

✔ $ 59,912.36

$ 59,912.36

Scope of Work

Digitally signed by jesse.brown@wsp.com DN: cn=jesse.brown@wsp.com Date: 2023.08.29 08:28:41 -04'00' jesse.brown@wsp.com

Jennifer Farrell

Digitally signed by Jennifer Farrell Date: 2023.08.25 12:38:44 -04'00'

N/A

Task Assignment Notification/Change Order Deliverables and Invoice Schedule Attachment

WCP TAFORM 04-2017

Contract Number:

Task Assignment #:

Deliverables:

Deliverable Deliverable Due Date

Invoice Schedule:

Requirements for Invoice Submittal Amount to be Invoiced

TOTAL COST

Subtask 2 – Supplemental Soil Confirmatory Sampling 12/01/2023

Subtask 3 – Interim Source Removal 09/29/2023

Subtask 1 & 4 – Project Management; Reporting 10/27/2023

Subtask 2: Submittal and FDEP approval of Email summary with the Field documentation, laboratory analytical report, and updated ISR tables and figures $ 6,158.99

Subtask 3: Submittal and FDEP approval of Email summary with the Field documentation, weigh tickets, and daily reports $ 45,096.45

Subtask 1 & 4: Submittal and FDEP approval of Email summary with the ISR Report $ 8,656.92

$ 59,912.36

HW685

DC027C

FLORIDA DEPARTMENT OF

Environmental Protection

Bob Martinez Center 2600 Blair Stone Road

Tallahassee, FL 32399-2400

Ron DeSantis Governor

Jeanette Nuñez Lt. Governor

Shawn Hamilton Secretary

To:

From:

Date:

HW685 Contract Negotiation File Former Dixie Dry Cleaners, Jacksonville, Duval County

ERIC_4531

Kehinde Opeyemi, Project Manager June 30, 2023

Subject: Negotiation Summary

HW685_DC027C

This Task Assignment authorizes WSP to conduct Interim Source Removal activities in accordance with the June 28, 2023, Scope of Work, Cost Estimate, and Bid Documentation. Since we could not task at the beginning of this fiscal year, the dates in the proposal were extended.

Subtask 1: Project Management An automatic calculation based upon total direct labor hours determines the labor hours within this subtask.

Subtasks 2: UIC Baseline and Backfill Soil Sampling WSP will collect groundwater samples from background well MW040, source area monitoring well MW-034, and downgradient monitoring well MW028 and analyzed for TRPH and pH for baseline conditions. Monitoring wells MW028 and MW034 will then be sampled for TRPH and pH on a quarterly basis. UIC compliance monitoring will continue to be conducted on a quarterly basis until the levels are at or below the baseline concentrations or their respective FDEP GCTLs or secondary groundwater standards, whichever is less stringent. Prior to mobilization of equipment, baseline UIC groundwater and backfill soil sampling will be conducted. The groundwater samples will be collected from MW028, MW034, and MW040 and analyzed for TRPH using the FL-PRO Method. In addition, the groundwater sample collected from MW034 will be analyzed for dissolved gases (methane, ethane, and ethene) using Method RSK 174. A sample for chlorinated VOCs using EPA Method 8260 will be collected during the baseline only from

MW034.

Subtask 3: Interim Source Removal WSP estimated the horizontal extent of soil to be excavated by using the 2022 soil sampling results to establish pre-determined excavation cut lines. The approximate surface area within the pre-determined excavation cut lines is 425 square feet. Excavation work will be conducted in accordance with the Florida Trench Safety Act, Sections 533.60 – 533.64, Florida Statutes and Underground Facility Damage Prevention and Safety Act, Sections 556.101 – 556.111. The impacted soil swill be transported and disposed as non-hazardous waste at an approved facility. WSP estimated that the removal of 2 feet of groundwater may be required to complete ISR activities across the entire 425-square-foot excavation footprint (approximately 7,000 gallons with a ten percent contingency factor). The top two feet of the excavation areas will be backfilled with clean fill and the surface will be restored to its original condition. However, The results of the backfill analysis will be submitted to the FDEP for approval before use.

Subtask 4: Reporting WSP will submit an email daily report throughout the ISR phase and an ISR report report summarizing the operational activities, including the quantity of soil excavated, soil disposal manifests, locations and results of compaction testing, conclusions, and recommendations.

WSP and the FDEP confirmed on August 22, 2023, that an Access Agreement with the current real property owner of the Touch of Class (ERIC_4531) site has been executed. The FDEP Project Manager agrees to the scope of work and final cost associated with this Task Assignment. The final cost for this Task Assignment is $59,912.36 with 148 labor hours.

recommendations. Additionally, WSP will forward Automated Data Processing Tool (ADaPT) data deliverables provided by the laboratory for each groundwater sampling event.

The FDEP Project Manager agrees to the scope of work and final cost associated with this Task Assignment.

The final cost for this Task Assignment is $15,678.65 with 86 labor hours.

The FDEP Project Manager agrees to the scope of work and final cost associated with this Task Assignment. The final cost for this Task Assignment is $22,926.25 with 150 labor hours.

The FDEP Project Manager agrees to the scope of work and final cost associated with this Task Assignment. The final cost for this Task Assignment is $23,386.91 with 115 labor hours. Printed on recycled paper.

FDEP COST ESTIMATE

Contractor: WSP USA Inc.

Date: 6/30/2023

Task #: DC027C SubTask 1 Project Management SubTask 6

Site: Dixie Cleaners SubTask 2 UIC and Soil Backfill Sampling SubTask 7

Activity/Phase: ISR SubTask 3 Interim Source Removal SubTask 8

Project Manager: Opeyemi Kehinde SubTask 4 Reporting SubTask 9

SubTask 5 SubTask 10

Totals 1 2 3 4 5 6 7 8 9 10

Labor Rate Category

$68.75 Project Manager (JB) 12 11.8

$0.00 Program Leader - X-14 0 0 0 0 0 0 0 0 0 0

$64.39 Senior Consultant - X-12 (MC) 3 0 0 3 0 0 0 0 0 0

$68.75 Practice Leader PM - X-13 (JB) 41 7 10 24 0 0 0 0 0 0

$0.00 Senior Sci/Eng - X-11 0 0 0 0 0 0 0 0 0 0

$0.00 Senior Project Sci/Eng - P-10 0 0 0 0 0 0 0 0 0 0

$36.18 Project Sci/Eng - P-9 (SS) 0 0 0 0 0 0 0 0 0 0

$39.00 Staff Sci/Eng - P-8 (LS) 44 9 35 0 0 0 0 0 0 0

$30.00 Sci/Eng/Admin - P-7 (TT) 42 9 33 0 0 0 0 0 0 0

$0.00 Staff Sci/Eng - P-8 0 0 0 0 0 0 0 0 0 0

$33.90 Sci/Eng/Admin - P-7 (AS) 2 0 0 2 0 0 0 0 0 0

$42.00 Project Sci/Eng - P-9 (BL) 4 0 0 4 0 0 0 0 0 0

$0.00 0 0 0 0 0 0 0 0 0 0

$0.00 0 0 0 0 0 0 0 0 0 0

$0.00 0 0 0 0 0 0 0 0 0 0

$0.00 0 0 0 0 0 0 0 0 0 0

$0.00 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0

$0.00 0 0 0 0 0 0 0 0 0 0

$0.00 0 0 0 0 0 0 0 0 0 0

$0.00 0 0 0 0 0 0 0 0 0 0

$0.00 0 0 0 0 0 0 0 0 0 0

$0.00 0 0 0 0 0 0 0 0 0 0

$0.00 0 0 0 0 0 0 0 0 0 0

$0.00 0 0 0 0 0 0 0 0 0 0

$0.00 0 0 0 0 0 0 0 0 0 0

Total Hours 148 11.8 25 78 33 0 0 0 0 0 0

Direct Labor $7,032.80 $809.08 $1,102.25 $3,042.50 $2,078.97 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Overhead 172.50% $12,131.57 $1,395.66 $1,901.38 $5,248.31 $3,586.22 $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 $19,164.37 $2,204.74 $3,003.63 $8,290.81 $5,665.19 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

REV: 02/03 CEF WSP Page 1

FDEP COST ESTIMATEContractor: WSP USA Inc.

Date: 6/30/2023

Task #: DC027C SubTask 1 Project Management SubTask 6

Site: Dixie Cleaners SubTask 2 UIC and Soil Backfill Sampling SubTask 7

Activity/Phase: ISR SubTask 3 Interim Source Removal SubTask 8

Project Manager: Opeyemi Kehinde SubTask 4 Reporting SubTask 9

SubTask 5 SubTask 10

Totals 1 2 3 4 5 6 7 8 9 10

Travel

Vehicle Rental $800.00 $200.00 $600.00 $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 $800.00 $200.00 $600.00 $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

Redox Tech $1,452.33 $0.00 $1,452.33 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

IDW $195.00 $195.00 $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

ProCheck $600.00 $0.00 $600.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Action $27,640.00 $0.00 $27,640.00 $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 $29,887.33 $195.00 $29,692.33 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Handling Fee $2,988.73 $19.50 $2,969.23 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Total Subcontractor Cost $32,876.06 $214.50 $32,661.56 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Laboratory

Analytical Costs $1,719.00 $1,719.00 $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 $260.00 $260.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Total Laboratory $1,979.00 $1,979.00 $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 $160.00 $40.00 $120.00 $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) $321.50 $321.50 $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) $2,595.00 $0.00 $2,595.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Total Field Expenses $3,176.50 $461.50 $2,715.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subtotal $57,995.93 $2,204.74 $5,858.63 $44,267.37 $5,665.19 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Completion Fee $1,916.43 $220.47 $300.36 $829.08 $566.52 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Total Estimated Cost $59,912.36 $2,425.21 $6,158.99 $45,096.45 $6,231.71 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

REV: 02/03 CEF WSP Page 2

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Dixie Cleaners SUBTASK 2: UIC and Soil Backfill Sampling

DATE: 6/30/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE HOURS

Senior Consultant (J. Brown) 7

Staff Sci/Eng (L.Swindle) 9

Sci/Eng/Admin (T.Tassimbedo) 9

Project Sci/Eng (B. Lucero)

TOTAL LABOR 25

VEHICLE TYPE RATE UNIT USEAGE

Truck $120.00 Per Day 1 $120.00 Car (PM Project Kick-Off) $80.00 Per Day 1 $80.00

TOTAL VEHICLE $200.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Erwin T&D - Non-Haz PFOS/PFAS Water $195.00 Per Drum 1 $195.00 Erwin Profile Fee $350.00 LS 0 $0.00

TOTAL $195.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

IDW VOCs EPA Method 8260 full list $110.00 1 $110.00 Backfill Sampling Capillary Column Method 8260 - Non-aqueous $150.00 1 0 $150.00 Base/neutral/acid Method 8270 - Non-aqueous $240.00 1 0 $240.00 Organochlorine hydrocarbons/PCBs Methods 8081/8082 $170.00 1 0 $170.00

PFAS $325.00 1 0 $325.00

TRPH Method FL-PRO $88.00 1 0 $88.00 Arsenic Method 6010 $13.00 1 0 $13.00 Barium Method 6010 $13.00 1 0 $13.00 Cadmium Method 6010 $13.00 1 0 $13.00 Chromium Method 6010 $13.00 1 0 $13.00 Lead Method 6010 $13.00 1 0 $13.00 Selenium Method 6010 $13.00 1 0 $13.00 Silver Method 6010 $13.00 1 0 $13.00 Mercury Method 7471 - Non-aqueous $28.00 1 0 $28.00 Sample Shipment/Preparation - large $150.00 1 0 $150.00 Groundwater Sampling Halocarbons Method 8260B (MW034) $73.00 1 0 $73.00

MEE RSK174 (MW034) $180.00 1 0 $180.00

TRPH FL PRO (MW028, MW034, and MW040) $88.00 3 0 $264.00 Sample Shipment/Preparation - small $110.00 1 0 $110.00

$0.00

TOTAL LAB $1,979.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Miscellaneous Expendables $40.00 Per Day 1 $40.00 Shallow Groundwater Sampling Kit $290.00 Per Day 1 $290.00 Tubing, Poly HDPE $0.30 Per Foot 75 $22.50 Tubing, Silicon 3/16 x 3/8 $3.00 Per Foot 3 $9.00 Drum, 55-gallon $100.00 Per Drum 1 $100.00

TOTAL EQUIPMENT $461.50

Contact property owner and DEP scheduling field work, Collect groundwater samples from three UIC monitoring wells (MW028, MW034, and MW04) for UIC parameter FL PRO analysis and for MEE at MW034 only and PFAS of site water for injections, Backfill soil sampling following the October 1, 2010 Memorandum plus PFAS. IDW characterization and waste profile for transportation and disposal, and prepare an email deliverable for submittal to the DEP.

Verification of property ownership with property access forms and notify DEP prior to beginning field work (1 hour). Characterize IDW and prepare waste profile for transportation and disposal of IDW (2 hours). Prepare and submit email summary with field documentation of groundwater and certified laboratory report (2 hours). Project Kick-Off meeting (1 hour). Round trip travel (1 hour).

Project Kick-Off (1 hour) and collect baseline UIC samples from 3 shallow wells and source water for PFAS: (MW028, MW034, and MW040). Field event preparation groundwater sampling (1 hour). Round trip travel (1 hour ). Water levels, instrument pre and post calibration, and sampling (4 hours). Collect backfill soil analytical data including PFAS: Round trip travel 1 hour and 1 hour at pit (2 hours).

Project Kick-Off (1 hour) and collect baseline UIC samples from 3 shallow wells and source water for PFAS: (MW028, MW034, and MW040). Field event preparation soil sampling (1 hour).

Round trip travel (1 hour ). Water levels, instrument pre and post calibration, and sampling (4 hours). Collect backfill soil analytical data including PFAS: Round trip travel 1 hour and 1 hour at pit (2 hours).

FINAL --7/24/96

SUBTASK 3: Interim Source Removal

DATE: 6/30/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Senior Consultant (J.Brown) 10

Staff Sci/Eng (L.Swindle) 35

Sci/Eng/Admin (T.Tassimbedo) 33

TOTAL LABOR 78

VEHICLE TYPE RATE UNIT USEAGE

Truck (Field Staff) - ISR $480.00 Per Week 0 $0.00 Truck (Field Staff) - ISR $120.00 Per Day 3 $360.00 Car (PM Site Visits) $80.00 Per Day 3 $240.00

$80.00 Per Day 0 $0.00

TOTAL VEHICLE $600.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Action ISR $27,640.00 LS 1 $27,640.00 Redox Tech EOS Pro $1,452.33 LS 1 $1,452.33 ProCheck Utility Locate $600.00 LS 1 $600.00

0 $0.00

TOTAL $29,692.33

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Miscellaneous Expendables $40.00 Per Day 3 $120.00 Total GPS Station $700.00 Per Week 0 $0.00 Total GPS Station $175.00 Per Day 3 $525.00 Construction/O&M/Pilot Test Kit $1,440.00 Per Week 0 $0.00 Construction/O&M/Pilot Test Kit $360.00 Per Day 3 $1,080.00 Respiration Dust Monitor (2 total) $480.00 Per Week 0 $0.00 Respiration Dust Monitor (2 total $120 each) $120.00 Per Day 6 $720.00 Total Survey Station $200.00 Per Week 0 $0.00 Total Survey Station $50.00 Per Day 3 $150.00 Noise (Decibel) Meter $160.00 Per Week 0 $0.00 Noise (Decibel) Meter $40.00 Per Day 3 $120.00

TOTAL EQUIPMENT $2,715.00

ISR Activities estimated to take 3 total days. Daily reports will be prepared for each day of ISR activities.

ISR Oversight: Field event preparation, (2 hours). Subcontractor oversight, soil sampling, waste management, site control, health and safety, site restoration (10 hours per day x 3 days = 30 hours). Round trip travel (1 hour round trip x 3 trips = 3 hours).

Subcontractor oversight, soil sampling, waste management, site control, health and safety, site restoration (10 hours per day x 3 days = 30 hours). Round trip travel (1 hour round trip x 3 trips = 3 hours).

Round trip travel for site visit (1 hour per trip x 3 trips = 3 hours). Construction oversight during site visits (2 hours per trip x 3 trips = 6 hours). Submit daily reports (20 min/day x 3 days = 60 min [1 hour]).

SUBTASK 4: Reporting

DATE: 6/30/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Senior Consultant (M. Crews) Develop conclusions and recommendations for final ISR Report. 3

Practice Leader PM (J. Brown) 24

Project Sci/Eng (B. Lucero) 4

Sci/Eng/Admin (A. Strayer) 2

TOTAL LABOR 33

VEHICLE TYPE RATE UNIT USEAGE

TOTAL VEHICLE $0.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

TOTAL $0.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

TOTAL EQUIPMENT $0.00

Develop draft ISR Report and as-built drawings.

CADD - report figures

Reporting-document production

June 2023 31404452.4531.DC027C

Item Quantity Units Moran Unit

Cost Moran Cost

Action Unit Cost

Action Cost Capital Unit

Cost Capital Cost Comments

Mobilization 1 LS 725.00$ 725.00$ 5,000.00$ 5,000.00$ 6,760.00$ 6,760.00$

Site Preparation and Stormwater Controls 1 LS 1,228.00$ 1,228.00$ 2,000.00$ 2,000.00$ 3,250.00$ 3,250.00$ WSP will subcontract the private utility locator.

Contractor will hand daylight the water line anticipated through the middle of the excavation

Site Security (temporary fencing) 200 LF 18.01$ 3,602.00$ 6.50$ 1,300.00$ 26.00$ 5,200.00$ Temporary 6-foot high chain-link fence to restrict public access to site

Excavation and Non-Hazardous Waste Transport and Disposal

74 tons 172.44$ 12,760.56$ 75.00$ 5,550.00$ 293.92$ 21,750.08$ Area 425 feet to a depth of 3 feet bgs, depth water ranges between 1 to 2 feet bgs. - See Figure 9

Backfill Placement and Compaction to 95 percent of modified Proctor maximum dry density

72 CY 119.19$ 8,581.68$ 70.00$ 5,040.00$ 174.41$ 12,557.52$

WSP will collect backfill analytical sample. Contractor will provide Proctor report prior to placement and compaction testing. Two test per lift at 1 foot and surface. Estimated 4 truck loads.

57 Stone (Wrapped with 8-ounce non-woven geotextile fabric)

25 Tons 155.00$ 3,875.00$ 120.00$ 3,000.00$ 90.00$ 2,250.00$ One Truck Load

Vacuum Truck for groundwater removal Non- Hazardous

7,000 gallons 0.23$ 1,610.00$ 0.25$ 1,750.00$ 1.35$ 9,450.00$

Seed and Water Backfill Areas 1,000 SF 1.36$ 1,360.00$ 0.50$ 500.00$ 3.25$ 3,250.00$

Demobilization 1 LS 725.00$ 725.00$ 3,500.00$ 3,500.00$ 6,760.00$ 6,760.00$

TOTAL COST $ 34,467.24 TOTAL COST $ 27,640.00 TOTAL COST $ 71,227.60

Number of Days to Complete 3

Notes:

LS - lump sum SF - square feet LF- linear feet CY - cubic yards

INTERIM SOURCE REMOVAL BID SUMMARY

Former Dixie Cleaners

Facility Identification Number: ERIC_4531 Jacksonville, Duval County, Florida

Att C1 - Dixie ISR - Bid Summary Table.xlsx Page 1 of 1

From: Jonathan Fish To: Brown, Jesse Subject: Dixie Dry Cleaners Date: Thursday, June 29, 2023 9:02:48 AM

Hi Jesse! Thank you for the opportunity to provide quotation for this project! Our price to conduct the GPR study is $600 for the approximate 50’x50’ area. Please let us know if you have any questions or concerns, and we look forward to working with you! -- Best Regards, Jonathan H. Fish

(904) 710-7290 P.O. Box 125 Macclenny, FL 32063 www.ProCheck-Inspections.net mailto:jonathan.fish@procheckinspections.net mailto:jesse.brown@wsp.com http://www.procheck-inspections.net/

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GPRS is the largest company of our kind. With highly trained Project Managers across America we can provide rapid response to your job site — wherever it may be located.

CONSULTATIVE APPROACH

GPRS Project Managers are trained to help you remove barriers that could impact your project being safe, on time and on budget. They provide industry-leading deliverables such as CAD, 3D drawings, NASSCO reports, and a .KMZ and .PDF map is included with every utility locating project which accelerates planning, organizes operations and increases communication.

PROPOSAL

VISUALIZING

THE BUILT WORLD

A B O V E AND B E L O W G R O U N D

TM

GOLDER

ASSOCIATES INC

GPRSQUOTE-75267 v.1 Page 2 of 4

June 28, 2023 Submitted By:

Client: GOLDER ASSOCIATES INC Laura Perez Project Address: 10500 San Jose Boulevard, Jacksonville, FL 32257 To schedule, please email:

Quote Number: GPRSQUOTE75267 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 W9 can also be downloaded here. Please feel free to contact us if you have any questions or need additional information.

Scope of Work

Utility Locating: We understand the scope of work on this project is to search for underground utilities in the areas defined by the client. We will attempt to trace any utilities for which structures are visible from the work area. Utilities will be marked on the surface using spray paint or other appropriate means. The client will be responsible for providing drawings or notifying GPRS of any utilities known to be entering the work area for which there are no apparent surface features or structures that are visible from the work area. To avoid additional charges, the areas should be laid out, marked, and cleared of obstructions prior to our arrival.

Location Utilities to be Located Size of Scan Area Exterior All detectable utilities. 2500 sf.

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 realtime. 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 nonmetallic 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 surveygrade. 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 www.gprsinc.com https://www.gp-radar.com/resources/downloadable https://www.gp-radar.com/equipment/350-400-mhz-gpr-antenna https://www.gp-radar.com/equipment/electromagnetic-pipe-locators https://www.gp-radar.com/Duct-Hunter-Traceable-Rodders.html https://www.gp-radar.com/equipment/gprs-data-sheets

GPRSQUOTE-75267 v.1 Page 3 of 4

Project Costs

SERVICE DESCRIPTION

General Utility Scan Described in Scope of Work

TOTAL $ 700.00

General Terms & Conditions

This proposal is subject to the General Terms and Conditions for Services of Ground Penetrating Radar Systems, LLC (GPRS) posted at Link (the “Terms and Conditions”) 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. Customer also acknowledges that GPRS may, from time to time and at its discretion, modify the Terms and Conditions and Customer agrees to be bound by such Terms and Conditions as modified.

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

1.

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, and keeping these areas clear and free of obstructions. Delays caused by customer’s failure to do so may result in an increased price.

2.

GPRS does not conduct an investigation, analysis, or interpretation of soil composition, soil/concrete conditions, or geophysical, geological, engineering, or land surveying information. Customer acknowledges it understands 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.

3.

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.

4.

If this proposal is not accepted within 90 days of June 28, 2023, the pricing may be subject to review.5.

If for some reason the technician arrives on site and the work is cancelled there will be a charge of $500 per requested technician.6.

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.7.

Payment Terms are Net 30; or as specified if a current Master Service Agreement is in place.8.

Accepted and Agreed

Company Phone/Email:_______________________________________PO#:______________________Job#:______________________

Print Name:______________________________Signature:______________________________Date:____________________________ https://www.gp-radar.com/terms-conditions

GPRSQUOTE-75267 v.1 Page 4 of 4

Project-Specific Assumptions Standard fullday rates are based on an 8hour workday. Timeonsite in excess of 8hours will be billed at overtime rates.• This price assumes that we will be given access to perform the work during weekday business hours (6am5pm). Work performed outside of this is billed at time and a half.

All of our technicians have OSHA10 safety training or greater. Sitespecific safety training is not included in this quote. Please notify us if this project requires additional safety training.

Asbuilts and any other applicable drawings shall be made available to GPRS prior to the project.• The equipment listed in this proposal is the standard recommended equipment for your project. Depending on site conditions, your GPRS Project Manager may use all of the equipment listed or a subset thereof on your project. At their discretion, they may also employ additional tools not listed above to provide you with the best results possible.

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).

If your project includes scanning an elevated concrete slab: Some slabs may not be completely penetrable from the top only and would need to be scanned from both top and bottom and should be considered an unforeseen circumstance that would incur additional time onsite and charges.

If your project includes scanning a wall or elevated concrete slab: Ladders, manlifts, or safe access for scanning wall or ceiling locations is the responsibility of the client.

If your project includes scanning a concrete slab with roofing material or other surface obstructions, these obstructions should be removed by the customer or customer's representative prior to our arrival. GPRS will need direct access to the surface of the concrete to obtain optimal results.

These rates assume that there are no certified payroll requirements. GPRS has not been notified of any PLA, DIR, or Certified Payroll requirements. If GPRS receives notice that any of these conditions exist, there will be additional costs.

84624Estimate Number

8/20/2023Expiration Date

5/22/2023Created Date

ESTIMATE

Blood Hound 6500 Technology Center Dr.

Suite 200 Indianapolis, IN 46278

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

Customer has requested an estimate for the following scope of work:

Client has requested an estimate to horizontally locate private and *public detectable underground utilities within the lot as shown on the provided exhibits. Estimate does include locating public utilities within the public ROW to the nearest edge of pavement of the adjacent roadway.

A print or image was provided to review to assist with the estimate. However, pre-marking or a meet on site will be required to confirm the locate area and assist with access.

Client will only be invoiced for time needed to complete the stated SOW with a two-hour minimum.

Customer is advised if less time onsite is required than estimated, invoicing will be reduced to no less than the minimum fee. Any additional time required on site to complete the task beyond the estimated / minimum time will be invoiced in 15-minute increments of the provided hourly rates, upon customer approval.

EM and Real-Time GPR Locating equipment will both be utilized to locate and mark any detectable underground utilities and / or anomalies. A not to scale digital field sketch and photos will be provided of our discoveries for surveying and documentation purposes.

Customer has requested approximate depths to be noted on site sketch. Please note that all depths are approximate and can only be verified using vacuum excavation.

Customer is advised that Blood Hound utilizes water-based paint and flags to identify any discoveries onsite. If this is an issue, Blood Hound must be made aware of this when scheduling.

The performance of BHUG’s services is limited to full and unobstructed access to include but not limited to: mechanical rooms, manholes, hand holes, vaults, meter rooms, telecom rooms, fixtures (plumbing, electrical, communication), dispensers, fenced compounds, tanks and structures. Full cooperation from the on-site personnel is necessary to perform a complete scan. Should access not be provided or it is delayed, this could impact time to safely complete and accuracy of work.

Results are dependent upon field conditions at the time of locating services. It may be necessary to have parked vehicles or machinery moved to allow for a full scan and to access structures.

BHUG SOW

$945.00Grand Total

Email

Phone

Jesse Brwon

904-631-243 jcbrown@golder.com

Name

Job Site Location

Billing Address

Billing Phone

WSP USA Inc.

904-610-8761 9428 Baymeadows Road Jacksonville, FL 32258

US

10500 San Jose Boulevard, Jacksonville, FL

Customer

Product Invoice Description Quantity Sales Price Total Price

Advantage Locate (hourly) Advantage Locate (hourly rate) 4.00 $220.00 $8800.00

Trip Charge Trip Charge 1.00 $65.00 $65.00

Scope of Work

Estimate Number

8/20/2023Expiration Date

6/22/2023Created Date

ESTIMATE

Blood Hound 6500 Technology Center Dr.

Suite 200 Indianapolis, IN 46278

Email: BHI@bhug.com bhug.comWebsite: 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.

Quoted rates are exclusive to this estimate only. Rates quoted by Call Center Representatives are in effect unless otherwise stipulated within a formal estimate.

Corporate Location:

Terms, Conditions, and Limitations of Service

6500 Technology Center Drive, Suite 200 Office # 888-858-9830

Indianapolis, IN 46278 Fax # 888-858-9829 http://www.BHUG.com

Blood Hound strives to provide quality and accurate locating services to its customers and uses several different methods and forms of equipment to locate private facilities but, due to the nature of the work, perfection is neither possible nor guaranteed. By retaining Blood Hound’s services, the Customer acknowledges, understands, and agrees to be bound by the terms, conditions, and limitations in this document. These Terms, Conditions, and Limitations are a condition of Blood Hound’s willingness to perform work for Customer.

Factors Impacting Reliability of Locating Services

Factors beyond ’s control can impact the effectiveness of Blood Hound’s efforts, including but not limited to:

Target Utility Composition – Electromagnetic (EM) locating is effective only if the target utility is composed of continuous conductive material.

Plastic, concrete, clay, or other non-conductive materials cannot be located using EM techniques. In addition, some metals (for example, cast iron) are not highly conductive and some pipes are gasketed resulting in non-continuous conductive material, which makes locating using EM techniques difficult and potentially unreliable. Similarly for Ground Penetrating Radar (GPR), electrostatic reflectivity of a target will impact the effective identification. Lightweight target material, such as PVC, are generally more transparent to radio waves and will reflect a substantially smaller percentage of the radiated signal making effective interpretation more difficult. Some materials are completely transparent to radio waves and can only be identified if a conductive material (i.e. water) is contained within the target facility.

Shielding of Target Utility– Unshielded lines directly buried in the soil (often water, sewer, and gas facilities) can be problematic to locate, especially for significant distance due to the continuous loss of transmitted signal directly to the ground. The greater the distance between the transmitter and the location point on an unshielded line, the more degraded the signal will be.

Conductive Pathway to Ground – EM locating is accomplished by creating a complete circuit; the transmitted signal must be able to return to ground. An open circuit is generally much more difficult to locate since the circuit is not complete, and the emitted signal cannot return to ground resulting in an unreliable and inaccurate locate.

Depth – For both EM and GPR locating, deeper facilities are inherently more difficult to locate due to the distance through the soil to the receiver at the surface. Similarly, shielding between the target utility and the receiver can affect the signal reception and create a loss of signal.

Subsurface Material / Soil Composition / Moisture Content– Soil composition and subsurface material is the most important factor impacting the effectiveness of GPR. The more conductive the subsurface material, the less effective the GPR survey will be. GPR works best in sandy soils, and is least effective in heavy clay soils or where the subsurface material contains a large volume of highly conductive backfilled debris or material (i.e.

metal scraps or slag sand). As a general rule, the smaller the particulate matter that the subsurface material is composed of, the greater the inhibiting effect on the GPR signal. Water, when combined with dissolved ions (salt) has an inhibiting effect on GPR signals, and signals can often not effectively penetrate saturated soil material, when the soil is slightly conductive. The addition of more water increases the conductivity of the soil and more significantly inhibits effective signal penetration.

Target Size – The smaller the target facility, the lower the probability of successful identification of the target during a GPR survey. The smaller the target, the less of a signal that will be reflected, decreasing the probability of a positive identification of the subsurface target. As a general (but not absolute) rule of thumb, for every 1 foot of depth you must have 1 inch in diameter in order to be observable. For example, a 3” diameter pipe must be less than 3 feet below grade in order to be observable during a GPR survey.

Surface Materials and Obstructions – The presence of surface metal, including vehicles, fences, and debris, can swamp other readings and prevent the identification of subsurface targets. In addition, the presence of rebar reinforcement within concrete can have a similar effect and prevent identification of other structures.

Customer Responsibilities

REGARDLESS OF THE SCOPE OF BLOOD HOUND’S WORK, CUSTOMER MUST COMPLY WITH AND FOLLOW THE APPLICABLE

STATE’S ONE CALL LAW BEFORE BEGINNING EXCAVATION. HIRING BLOOD HOUND DOES NOT REPLACE CUSTOMER’S

LEGAL OBLIGATION TO COMPLY WITH STATE LAW.

Customer represents and warrants that it is the owner of the facilities that Customer is hiring Blood Hound to locate.

Customer must provide Blood Hound with all information in its possession, custody, and control regarding the target facilities. This includes, but is not limited, all facility maps and prints (regardless of whether customer can guarantee the accuracy of such documents) and any anecdotal information regarding facility locations and paths. Providing all available information increases the likelihood of success of Blood Hound’s locating efforts, and failing to disclose available information increases the likelihood that facilities will either be missed or mis-located.

Customer must identify and provide Blood Hound access to any and all available facility access points, including but not limited to manholes, hand holes, transformers, cleanouts, tracer wires, service entrances, electric switchgears, electric sectionalizing cabinets, electric meters, test valves, and test stations. Failing to identify known access point and/or failing to provide Blood Hound with access to those access points increases the likelihood that facilities with either be missed or mis-located.

Customer understands that facility markings are not always precise, and Customer and any excavator utilized by Customer will expose all marked facilities prior to excavation, and will use soft excavation techniques anywhere within twenty-four (24) inches of a facility path marked by Blood

Hound.

Once markings are placed, Customer and any excavator utilized by Customer are responsible for ensuring that all marks are maintained and not destroyed or altered. If marks are destroyed or altered, Customer should contact Blood Hound for re-markings at an additional cost to Customer.

If Customer or any excavator utilized by Customer believe any facility has been missed or mis-marked, Customer will immediately notify Blood

Hound and cease all excavation activity until Blood Hound responds to the site.

Customers will pay invoices within thirty (30) days of receipt, or such earlier time if agreed to by Customer and Blood Hound. If customer fails to do so, Customer is obligated to pay reasonable interest at a rate of 1.5% per month, and shall be responsible for all costs of collection that Blood

Hound incurs, including collection agency fees, attorney fees, court costs, and any other costs of collection.

Terms, Conditions, and Limitations

DISCLAIMER OF LIABILITY: THE COST OF REPAIRING DAMAGED FACILITIES CAN BE VERY SIGNIFICANT AND, DEPENDING

ON THE SCOPE OF DAMAGE, CAN FAR EXCEED THE AMOUNT CUSTOMER IS PAYING BLOOD HOUND. DUE TO THE PRICE

CUSTOMER IS PAYING BLOOD HOUND AND THE INHERENT LIMITATIONS ASSOCIATED WITH FACILITY LOCATING

(INCLUDING BUT NOT LIMITED TO THOSE DISCUSSED ABOVE), CUSTOMER AGREES BLOOD HOUND WILL HAVE NO

LIABILITY WHATSOEVER TO CUSTOMER OR ANY THIRD PARTY FOR ANY COSTS OR OTHER DAMAGES ASSOCIATED WITH

A DAMAGED FACILITY, EVEN IF SUCH DAMAGE WAS ALLEGED TO HAVE BEEN CAUSED BY BLOOD HOUND’S OWN

NEGLIGENCE. CUSTOMER UNDERSTANDS AND ACKNOWLEDGES THAT BLOOD HOUND WILL CONSIDER ENTERING INTO

AGREEMENTS THAT DO NOT INCLUDE THIS DISCLAIMER OF LIABILITY, BUT AT AN INCREASED COST TO CUSTOMER.

CUSTOMER’S AGREEMENT TO THIS DISCLAIMER WAS A CONDITION OF THE PRICE BEING PAID BY CUSTOMER FOR BLOOD

HOUND’S WORK.

Alternative Limitation of Liability: If and only if the above Disclaimer of Liability is determined by a court of competent jurisdiction to be unenforceable, then Blood Hound’s maximum liability for any costs or other damages associated with or alleged to have resulted from a damaged facility will be THE LESSER OF: (1) the reasonable and customary cost of repairing such facility; or (2) the amount Customer paid to Blood Hound for the work at issue.

Ownership of Work Product: Any work product, data, intellectual property and/or compilations created by Blood Hound (“Blood Hound Work

Product”) is and will remain the product of Blood Hound. Customer will not use any Blood Hound Work Product for any purpose other than for reference in the excavation activities for which Customer retained Blood Hound’s services, and will not sell, assign, or otherwise transfer any Blood

Hound Work Product to any third parties. Customer shall also, upon Blood Hound’s request, destroy or promptly return any Blood Hound Work

Product that remains in Customer’s possession following completion of the excavation activities for which Customer retained Blood Hound’s

Services.

Governing Law and Choice of Venue: Notwithstanding any choice of law rules to the contrary, these Terms and Conditions and any related documents shall be governed by and interpreted exclusively under Indiana law. Any legal action that involves or relates to any work performed for

Customer by Blood Hound or that otherwise involves or relates to these Terms and Conditions shall be filed in the Circuit or Superior Court for

Hamilton County, Indiana or the United States District Court for the Southern District of Indiana, if jurisdiction permits. Those courts will have the exclusive jurisdiction to hear such case, Customer agrees not to commence any action, suit or proceeding relating thereto except in such courts, and Customer irrevocably and unconditionally waives any objection to venue of any action, suit or proceeding arising out of these Terms and

Conditions or the transactions contemplated hereby in the courts located in such jurisdictions, and hereby further irrevocably and unconditionally waives and agrees not to plead or claim in any such court that any such action, suit or proceeding brought in any such court has been brought in an inconvenient forum.

April 24, 2023

Jesse C. Brown, PE

Vice President, Environmental Engineer

WSP

T+ 1 904-363-3445

M+ 1 904-631-2433

RE: Former Dixie Cleaners Proposal Quote

Delivery to: Jacksonville, FL 32256

Product Amount Unit Unit Price Total

EOS Pro (420-lb. drum) 1.00 drum $756.00 $756.00

CoBupH (50-lb. pail) 1.00 pail $270.00 $270.00

Freight (from Florence, KY) 1.00 each $325.00

Subtotal $1,351.00

Sales Tax % 7.500%

Sales Tax $101.33

Total $1,452.33

Quotation is valid for 30 days. Payment terms not to exceed 60 days

Authorized acceptance complete below

Printed Name:

Title:

Signature: Date:

3007 N.50th St. Tampa, Fl 33619 Ph:813-909-0040/0042 fax

April 28, 2023, revised May 12, 2023

Jesse C. Brown, PE Vice President, Environmental Engineer WSP USA Inc.

9428 Baymeadows Road, Suite 400 Jacksonville, FL 32256 Jesse.brown@wsp.com

Re: Dixie Cleaners Interim Soil Removal Cost Estimate

Dear Mr. Brown:

Action Environmental is pleased to provide the following cost estimate proposal for the excavation and chlorinated solvent-impacted soils from the former Dixie Cleaners site. The site is located at 1931 Blanding Boulevard in Jacksonville, Florida.