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.

HW680

DC029B Completion February 29, 2024

Arcadis will complete a Site Assessment according to the approved Work Plan.

Theresa Pepe 850-245-8966 Contractor Contractor

Contractor Contractor

Contractor Contractor

Contractor

Arcadis U.S. Inc.

Arcadis U.S. Inc.

Gus Suarez 813-205-4703

ERIC_5534

2601 S Woodland Blvd, Deland, Volusia County

Personal Touch Dry Cleaners

✔ $ 64,375.70

$ 64,375.70

Scope of Work

Gus Suarez

Contract Manager

Gus Suarez, P.E. Digitally signed by Gus Suarez, P.E.

Date: 2023.06.22 10:50:56 -04'00'

Jennifer Farrell

Digitally signed by Jennifer Farrell Date: 2023.06.21 14:16:13 -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

Completion of Fieldwork Activities 11/30/2023

Site Assessment Report/IDW manifests/Project Management 01/31/2024

FDEP approval of Fieldwork Activities $ 50,916.72

FDEP approval of Site Assessment Report/IDW manifests/Project Management $ 13,458.98

$ 64,375.70

HW680

DC029B

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

Memorandum

TO: Negotiation File Personal Touch Dry Cleaners

FACID NO. 64-9501912; ERIC_5534

Deland, Volusia County FROM: Theresa Pepe, Project Manager SUBJECT: Task Assignment DC029B (HW680) DATE: June 21, 2023

This Task Assignment authorizes Arcadis to complete a Site Assessment at the Personal Touch Dry Cleaners site. The initial fieldwork will be completed in approximately six days and a Site Assessment Report (SAR) will be submitted as the final deliverable. The assessment may be expanded or reduced via change order depending on the complexity of the site. All work will be performed in accordance with the approved work plan.

The final task assignment total is $64,375.70. Arcadis may invoice according to the attached schedule.

Specific negotiated subtasks are as follows:

Subtask 1: Project Management Project Management is automatically calculated as a percentage of total labor.

Subtask 2: Site Assessment This subtask provides funds for soil, vapor and groundwater screening and monitor well installation at the facility. Arcadis will present the data in an interim deliverable after which a change order may be authorized for additional work, if needed. The Waste Site Cleanup Section’s geologist approved sampling locations and the overall approach to the assessment presented in the February 2023 Work Plan. Please see attached figure for sampling locations.

SiteLines will provide a GPR survey to check for underground utilities, based on their low bid of three bids solicited.

Personal Touch Dry Cleaners

(ERIC_5534)

PDS was selected as the drilling subcontractor based on their low bid of three bids solicited.

EnviroServe (formerly Clark) will transport and dispose of IDW. Note: IDW is presumed to be non-hazardous but will be characterized before disposal.

Subtask 3: Site Assessment Report (SAR) All activities and analytical results obtained during site assessment work will be submitted to FDEP as a written report. This report will include appropriate figures, graphs, data tables, etc. IDW manifests will also be provided to FDEP as part of the final deliverable.

FDEP COST ESTIMATEContractor: Arcadis, U.S., Inc.

Date: 6/12/2023

Task #: DC029B SubTask 1 Project Management Site: SubTask 2 Field Activities

Activity/Phase: Site Assessment SubTask 3 Site Assessment Report Project Manager: Gus Suarez SubTask 4

SubTask 5

Totals 1 2 3 4 5 Labor Rate Category

$85.87 Project Manager Suarez, Gus (GS) 13 13.1 $67.07 Principal Scientist McGlone, Douglas (DMc) 15 7 8 0 0 $67.57 Principal Engineer Perella, John (JP) 7 3 4 0 0 $50.00 Senior Engineer Hanna, Chad (CH) 58 18 40 0 0 $28.94 Scientist Brooks, Eric (EAB) 86 86 0 0 0 $34.89 Technician Welch, David (DJW) 18 18 0 0 0 $39.67 Drafter/Designer Oliva, Brian (BO) 12 0 12 0 0 $37.25 Project Assistant Cruz, Michele (MC) 18 6 12 0 0

Total Hours 227 13 138 76 0 0

Direct Labor $9,765.96 $1,123.52 $4,912.56 $3,729.88 $0.00 $0.00

Overhead 79.00% $7,715.11 $887.58 $3,880.92 $2,946.61 $0.00 $0.00 Gen & Admin 36.00% $3,515.75 $404.47 $1,768.52 $1,342.76 $0.00 $0.00 Fringe 37.10% $3,623.18 $416.83 $1,822.56 $1,383.79 $0.00 $0.00 Total Labor $24,620.00 $2,832.40 $12,384.56 $9,403.04 $0.00 $0.00

Travel Vehicle Rental $720.00 $720.00 $0.00 $0.00 $0.00 Mileage Costs $0.00 $0.00 $0.00 $0.00 $0.00 Air Fare $0.00 $0.00 $0.00 $0.00 $0.00 Per diem + Hotel $744.00 $744.00 $0.00 $0.00 $0.00 Total Travel $1,464.00 $1,464.00 $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

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

Subcontractor (Services Procurement) PDS Drilling (Conventional) $17,547.00 $17,547.00 $0.00 $0.00 $0.00

Drilling (Non-conventional) $0.00 $0.00 $0.00 $0.00 $0.00 Mobile Laboratory $0.00 $0.00 $0.00 $0.00 $0.00 Surveying $0.00 $0.00 $0.00 $0.00 $0.00

EnviroServe IDW $990.00 $990.00 $0.00 $0.00 $0.00 Utilities $0.00 $0.00 $0.00 $0.00 $0.00

SiteLines GPR $1,200.00 $1,200.00 $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 $19,737.00 $19,737.00 $0.00 $0.00 $0.00 Handling Fee $1,973.70 $1,973.70 $0.00 $0.00 $0.00 Total Subcontractor Cost $21,710.70 $21,710.70 $0.00 $0.00 $0.00

Laboratory Analytical Costs $10,390.00 $10,390.00 $0.00 $0.00 $0.00 Fast Turnaround Charges $0.00 $0.00 $0.00 $0.00 $0.00 Sample Shipping $450.00 $450.00 $0.00 $0.00 $0.00 Total Laboratory $10,840.00 $10,840.00 $0.00 $0.00 $0.00

Field Expenses Personal Protection $0.00 $0.00 $0.00 $0.00 $0.00 Expendables $240.00 $240.00 $0.00 $0.00 $0.00 Equipment (Drilling related) $1,039.00 $1,039.00 $0.00 $0.00 $0.00 Equipment (Analytical related) $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (IDW related) $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Other) $2,000.00 $2,000.00 $0.00 $0.00 $0.00 Total Field Expenses $3,279.00 $3,279.00 $0.00 $0.00 $0.00

Subtotal $61,913.70 $2,832.40 $49,678.26 $9,403.04 $0.00 $0.00 Completion Fee $2,462.00 $283.24 $1,238.46 $940.30 $0.00 $0.00

Total Estimated Cost $64,375.70 $3,115.64 $50,916.72 $10,343.34 $0.00 $0.00

Personal Touch Dry Cleaners

REV: 02/03 CEF ARCADIS Page 1

SITE : Personal Touch Dry Cleaners SUBTASK 2: Field Activities

DATE: 6/12/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Soil Sampling, Vertical Profile GW Sampling, PZ/MW Install Principal Sci (DMc) PG field support and daily updates (4 hrs) 4 Senior Eng (CH) HASP (5 hrs), Property owner updates and field event preparation, data review (4 hrs) 9 Staff Sci (EB) GPR oversight (8 hrs), Prep (3 hrs), Soil sampling and VP GW sampling (5 x 12 hrs = 60), logs/paperwork (3 hrs) 74 Project Assistant (MC) HASP (3 hrs) 3

MAGS Testing and Monitor Well Sampling Principal Eng (JP) PE field support and MAGS data evaluation (3 hrs) 3 Senior Eng (CH) Field event preparation (2 hrs), IDW characterization and waste profiling for disposal (2 hrs) 4 Staff Sci (EB) MAGS Field Testing, restoration, and logs (12 hrs) 12 Technician (DW) MAGS Field Testing, restoration, and logs (12 hrs) 12 Technician (DW) Survey PZs, Guage WLs, Sample one well (6 hrs) 6

Initial Site Assessment Report Deliverable Principal Sci (DMc) Teleconference data analysis with FDEP, next assessment or remediation discussion planning 3 Senior Eng (CH) Sketch GW gradient and data figures. Field deliverable package submit to FDEP 5 Project Assistant (MC) Field support, database management, assemble field deliverable package, lab reports 3

TOTAL LABOR 138

VEHICLE TYPE RATE UNIT USEAGE

Automobile $80.00 Per Day 0 $0.00 $0.00 Van/Truck $120.00 Per Day 6 $720.00 $720.00

TOTAL VEHICLE $720.00

PER DIEM STAFF RATE UNIT USEAGE

Meals Category/Staff Rate Unit Usage Totals

Staff Sci (EB) $36.00 Per Day 4 $144.00 $36.00 Per Day 0 $0.00

Hotel Category/Staff Rate Unit Usage Totals

Staff Sci (EB) $150.00 Per Day 4 $600.00 $150.00 Per Day 0 $0.00

Total Meal/Hotel: $744.00

TOTAL PER DIEM $744.00

SUBCONTRACTOR COSTS

Equipment Procurement

Name Equipment Rate Units Usage Totals $0.00 Per Day 0 $0.00

Total Equip.: $0.00 Services Procurement

Name Purpose Rate Units Usage Totals PDS Direct-push services $17,547.00 Lump Sum 1 $17,547.00 EnviroServe IDW $198.00 Drum 5 $990.00 SiteLines Utility Locate / GPR Survey $1,200.00 Lump Sum 1 $1,200.00 NAME OF COMPANY Utilities -Telemetry $0.00 Per Month 0 $0.00

Handling Fee $0.00 Per Month 0 $0.00

Total Services: $19,737.00

TOTAL $19,737.00

LABORATORY COSTS

Analytical Costs Parameter Method Media Rate Turn Around Total Samples Totals

VOC 8260 Aqueous $73.00 1.00 33 $2,409.00 VOC 8260 Soil $73.00 1.00 77 $5,621.00 SPLP Extraction 1311/1312 Soil/Sediment $50.00 1.00 5 $250.00 VOC analysis on SPLP extracted sample 8260 Soil/Sediment $73.00 1.00 5 $365.00 VOC TO-15 Vapor $200.00 1.00 7 $1,400.00 TCLP Benzene for IDW 1311/8260 Soil $210.00 1.00 1 $210.00 TCLP metals for IDW 1311/6010 Soil $135.00 1.00 1 $135.00Dioxins/Dibenzofurans 8290 Soil $950.00 1.00 0 $0.00

TAT 24-hr=110% (2.1) 3-day=65% (1.65) 1-week=20% (1.20) Total Lab: $10,390.00 Rate Units Usage

Shipping - Large (25 to 50 lbs.) --- --- $150.00 Per Cooler 3 $450.00 Shipping - Small (0 to 25 lbs.) --- --- $110.00 Per cooler 0 $0.00

Total Shipping: $450.00

TOTAL LAB $10,840.00

EQUIPMENT

Personal Protection

Item Rate Unit Usage Totals Total PPE: $0.00

Expendables

Miscellaneous Expendables $40.00 Per Day 6 $240.00 Total Expendables: $240.00

Equipment Items

Survey Station transit/rod/level/tape $50.00 Per Day 1 $50.00 Tubing, Poly/HDPE $0.30 Per Foot 30 $9.00 Tubing, Silicon 3/16x3/8 $3.00 Per Foot 5 $15.00 EWE SVE Trailer for MAGS $2,000.00 Per Day 1 $2,000.00

Total Equipment Items: $2,074.00 Equipment Kits

Monitor Well Installation Kit $325.00 Day 1 $325.00 Shallow Groundwater Sampling Kit $290.00 Day 1 $290.00 Soil Assessment Kit $175.00 Day 2 $350.00

Total Equipment Kits: $965.00

TOTAL EQUIPMENT $3,279.00

SITE : Personal Touch Dry Cleaners

SUBTASK 3: Site Assessment Report

DATE: 6/12/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

SAR

Principal Sci / DMc PG write/certification of final SAR; results/risk-based mngt options with FDEP 8

Principal Engineer / JP PE analysis of SAR; remedial characterization data/preliminary remedial options evaluation 4

Senior / CH SAR writing (24 hrs); SAR figures/graphs generation (8 hrs); SAR tables (8 hrs) 40

Designer - Database Mgr / BO SAR figures/graphs generation (8 hrs); data mgmt, import to CAD (4 hrs) 12

Project Assistant / MMc Process field notes, sample tracking, database entry, report assembly, report submittal 12

TOTAL LABOR 76

VEHICLE TYPE RATE UNIT USEAGE

Automobile $80.00 Per Day 0 $0.00 $0.00

Van/Truck $120.00 Per Day 0 $0.00 $0.00

TOTAL VEHICLE $0.00

PER DIEM STAFF RATE UNIT USEAGE

Meals Category/Staff Rate Unit Usage Totals

$36.00 Per Day 0 $0.00

$36.00 Per Day 0 $0.00

Hotel Category/Staff Rate Unit Usage Totals

$150.00 Per Day 0 $0.00

$150.00 Per Day 0 $0.00

Total Meal/Hotel: $0.00

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

Equipment Procurement

Name Equipment Rate Units Usage Totals $0.00 Per Day 1 $0.00

Total Equip.: $0.00 Services Procurement

Name Purpose Rate Units Usage Totals

Total Services: $0.00

TOTAL $0.00

LABORATORY COSTS

Analytical Costs Parameter Method Media Rate Turn Around Total Samples Totals

TAT 24-hr=110% (2.1) 3-day=65% (1.65) 1-week=20% (1.20) Total Lab: $0.00

Rate Units Usage Shipping - Large (25 to 50 lbs.) --- --- $150.00 Per Cooler 0 $0.00

Shipping - Small (0 to 25 lbs.) --- --- $110.00 Per cooler 0 $0.00

Total Shipping: $0.00

TOTAL LAB $0.00

EQUIPMENT

Personal Protection

Item Rate Unit Usage TotalsPPE Level D $35.00 Per Man Day 0 $0.00

Total PPE: $0.00 Expendables Miscellaneous Expendables $40.00 Per Day 0 $0.00

Total Expendables: $0.00 Equipment Items

Total Equipment Items: $0.00

TOTAL EQUIPMENT $0.00

INITIAL SITE ASSESSMENT WORK PLAN

www.arcadis.com Personal Touch Dry Cleaners ISA WP 2-28-23 1 4

Table 2. Historical Groundwater Analytical Data (Temporary Monitor Well data collected in May 1998)

Monitor Well PCE (μg/L) TCE (μg/L) Cis-1,2 dichloroethene (μg/L)

TW-1 64 10 27

TW-2 <0.14 <0.30 <0.68

TW-3 <0.14 <0.30 <0.68

The results and methodologies were detailed in a report dated May 13, 1998. A Site Screening Report Form was also submitted to the FDEP on June 4, 1998. Following the assessment activities, a DSCP application was submitted to the FDEP on June 11, 1998. Following evaluation of site receptors, impacts, and pertinent environmental settings, Personal Touch was given a priority score of 85 and determined to be eligible for state-administered cleanup under the DSCP in a letter dated September 16, 1998. No spills or leaks were reported to have occurred as of that timeframe.

A Rapid Risk Screening Form was completed and submitted to FDEP in December 2011. According to the report, no large public water supply wells (>100,000 gallons per day) were identified within 0.5-mile of the Site and seventeen (17) small potable wells were located within 0.25-mile of the Site. Sample records for the small potable wells were not available within the Department of Health (DOH) records. As part of the screening activity, a receptor survey was conducted around the immediate area of the subject Site – several commercial and retail businesses were identified within 500 feet of the facility. However, no daycare facilities or schools were reported within 150 feet of the facility.

4 INITIAL SITE VISIT

On February 7, 2023, Arcadis performed an initial site visit to observe the current layout and use of the site and surrounding properties, establish the immediate future use, verify the presence of utilities, potential drill locations/access, and complete applicable portions of the Site Visit Checklist. Arcadis spoke to the current property owner representative (Ms. Kristi Oyster) prior to the visit to coordinate access. It was confirmed that municipal drinking water and sanitary sewer service is provided to the site; no septic systems currently exist.

The previous site layout from Site Screening Report is provided on Figure 2. There is currently no drycleaning equipment at the site. Current site photographs are presented in Appendix A and a copy of the completed Site Visit Checklist is presented in Appendix B.

5 INITIAL SITE ASSESSMENT WORK PLAN

A flexible assessment approach will be used to create a site-specific unsaturated soil and groundwater database capable of determining the absence/presence and extent of chlorinated drycleaning solvents above soil and groundwater CTLs. In addition, potential risks and exposure pathways will be identified and a preliminary recommendations and design provided for remedial action, if justified. The proposed assessment activities will be completed in accordance with FDEP’s Standard Operating Procedures (SOP) (001/01), the site-specific HASP, Chapter 62-780 Florida Administrative Code (F.A.C.), and recent guidance provided in the July 13, 2022, Waste Cleanup Program Pollution Response Action Contract (WCP PRAC) meeting in Tallahassee, Florida.

Personal Touch Dry Cleaners ISA WP 2-28-23 1 5

Based on the reported historical PCE contamination in the shallow groundwater (area immediately north of former drycleaning machine) and the anticipated depth-to-water (~11-12 ft bls), multiple assessment methodologies are proposed. Unsaturated soil assessment will be completed by the installation of soil borings to the water table, soil sampling for fixed-based laboratory analysis of volatile organic compounds (VOCs) and completing a Modified Active Soil Gas Survey (MAGS).

The first phase of groundwater assessment will be completed as follows:

installing a source area monitor well (MW001) inside the facility for fixed-based laboratory analysis of VOCs, completing vertical profiling using direct-push technology (DPT) for fixed-based laboratory analysis of VOCs;

and, installing piezometers to assess groundwater gradient conditions.

Following receipt and evaluation of the first phase of assessment, the scope of the next phase of investigation activities, such as additional monitor wells, will be developed in consultation with FDEP. The site assessment methods and techniques are described in detail below.

5.1 Site Preparation and Utility Locate

Arcadis will contact the current site operator and current property owner to share proposed sampling locations and advise schedule/notification requirements prior to completing field work. Arcadis will oversee a subsurface private utility locate using ground penetrating radar (GPR) on the site and surrounding areas. The purpose of the utility locate will be to establish/confirm the suspected locations of underground utilities (Sunshine State One Call will initially locate utilities on and surrounding the site). The initial site visit indicated the presence of underground water, sewer and electrical lines.

5.2 Soil Assessment and Sub-Slab Soil-Gas Sampling

5.2.1 Unsaturated Soil Assessment

One continuous soil boring (SB009) will be installed in the rear of the facility to a depth of approximately 50 ft bg or into the confining clay at the bottom of the surficial aquifer to characterize site lithology. A lithologic log of the general geology at the site will be developed from the soil samples collected from this soil boring. Soil samples from each boring will be described by an onsite Arcadis geologist.

To confirm if past drycleaning operations at the site had an adverse impact to unsaturated soil quality conditions, up to nine soil borings (SB001-SB009) for collection of soil samples are proposed for installation at the locations shown on Figure 3. The initial sample location will be placed in vicinity of the former drycleaning machine inside the unit; additional boring/sample locations will be placed within and surrounding the building. Soil boring locations may be adjusted based on the GPR results and location of the sewer lateral.

The soil borings will be installed using a hand auger and DPT. A concrete coring machine will be used to bore through the concrete floor inside the building to access the underlying soils. Soil samples at all soil borings will be collected at 0.5 ft bg, 2 ft bg, and then at two-foot depth intervals to the water table (estimated to be at 12 ft bg).

All soil samples (up to 7 samples/boring x 9 initial boring locations or a total of up to 63 soil samples) will be submitted to a fixed-based laboratory for confirmatory analysis of VOCs by EPA Method 8260. Each soil sample

Personal Touch Dry Cleaners ISA WP 2-28-23 1 6 will also be collected in encore samplers in anticipation of SPLP analysis. Five SPLP analysis are included in the initial costs. Following the sampling, the boreholes will be converted to a MAGS well or piezometer, or sealed with cement grout.

5.2.2 Modified Active Gas Sampling

MAGS is proposed for completion inside and outside the building. MAGS will be completed in general agreement with the Modified Active Gas Sampling Manual, dated October 12, 2004. Seven MAGS wells (MAG01 – MAG07).

The MAGS points will be constructed of 2-inch diameter PVC with 0.010-inch slotted screen set approximately one foot below ground surface to approximately 6 ft bg. Final MAGS well construction will be field determined.

One vapor sample will be collected from each MAGS well during the test for analysis of VOCs by EPA Test Method TO-15. Proposed MAGS well layout locations are depicted on Figure 3.

5.3 Groundwater Assessment

5.3.1 Groundwater Vertical Profiling

Groundwater assessment will be conducted utilizing vertical profiling by a direct-push drill rig to collect water samples for VOCs analysis. Five vertical profile (VP) locations (VP001 – VP005) are proposed as shown on Figure 3. Assuming the water table will be encountered at approximately 12 ft bg and the base of the surficial aquifer is approximately 50 ft bg, samples starting at the water table and at 10-ft depth intervals to a total depth of 47 ft-bg (13-17, 23-27, 33-37, and 43-47 ft bg) will be collected. Lithologic information from Soil Boring SB009 will be used to determine exact sample intervals. Each VP water sample will be submitted to a fixed-based laboratory for confirmatory analysis of VOCs by EPA Method 8260. Following sampling, each vertical profile borehole will be sealed with cement grout or converted to a MAGS point or piezometer.

5.3.2 Piezometer Installation

Arcadis will install three piezometers and utilize the interior monitor well MW001 (described below) to provide groundwater gradient information. For purposes of this Work Plan, it is assumed that three shallow piezometers (PZ001 - PZ003) will be installed with 10-ft of 0.010-inch slot pre-pack screen, between 10 to 20 ft bg using DPT (Figure 3). Final location, dimensions, including depth, and screen interval will be determined based upon groundwater elevations encountered during the initial assessment activities. The piezometers will be developed and completed in a method to allow them to be converted to monitor wells in the future, if necessary. Arcadis will also survey the top of casing elevations of MW001, PZ001, PZ002 and PZ003 relative to common point so that the groundwater gradient can be determined.

5.3.3 Monitor Well Installation and Sampling

Arcadis will hand-install a source area well inside the facility (MW001) into the water table to maximum depth possible at the location presented on Figure 3. The well will be constructed with 0.010-inch slot pre-pack screen, developed, and completed within a manhole. Arcadis will sample MW001 per SOP 001/01 methodology for laboratory analysis of VOCs using EPA Method 8260.

Personal Touch Dry Cleaners ISA WP 2-28-23 1 7

Based on the results of the initial assessment activities and vertical profiling results, the installation of additional monitor wells and sampling analyses in a subsequent phase will be developed in consultation with FDEP. Also, sampling for per- and polyfluoroalkyl substances (PFAS) will be screened per FDEP guidance and tasked separately.

6 REPORTING

An Initial Site Assessment Report (ISAR) including field logs, photographs, and laboratory reports will be submitted to FDEP within 30 days of receipt of laboratory data as an interim deliverable to document the fieldwork. The ISAR will provide a basis for the next phase of work which may include additional soil sampling, the installation of permanent monitor wells, a professional survey, etc. to be completed under a Task Assignment Change Order (TACO).

A final Site Assessment Report (SAR) will serve as the final deliverable and will describe the results of the proposed site assessment tasks. The SAR will be delivered to FDEP within 60 days of completion of the field work. The SAR will contain field logs, laboratory reports, tables, and figures summarizing the results of assessment activities and include conclusions and recommendations based upon findings.

7 INVESTIGATIVE DERIVED WASTE

Investigative derived wastes (IDW - drill cuttings and purge water) generated during site assessment activities will be drummed, labeled and temporarily staged on-site in Department of Transportation (DOT)-approved, 55-gallon steel drums. Arcadis will coordinate with a waste disposal contractor for non-hazardous disposal of the IDW and provide copies of final disposal manifests to FDEP.

8 QUALITY ASSURANCE & QUALITY CONTROL

All fieldwork will be performed in accordance with FDEP’s SOP (001/01), and the site-specific HASP, to be submitted under separate cover prior to commencing field activities. Additionally, sample analyses will be performed by NELAP-certified laboratories to method practical quantitation limits. Appropriate QA/QC samples will be collected during the assessment.

Personal Touch Dry Cleaners ISA WP 2-28-23 1 8

9 PROJECT SCHEDULE AND COST

Cost estimate/level of effort (CEF-LOE) worksheets and subcontractor bid copies for the implementation of this ISAWP will be provided separately upon approval of this Work Plan. A proposed schedule for the site assessment activities, ISAR, and the final SAR document package, is presented below.

Milestone Estimated Timeline for Completion

ISAWP Approval / TA Receipt 0 days

Commence Site Assessment Activities 100 days

ISAR Deliverable 160 days

Additional Assessment (if needed) 220 days

Submittal of SAR 280 days

10 REFERENCES

C.H. Tibbals, USGS. 1990. Hydrology of the Floridan Aquifer System in East-Central Florida

ECS Florida, LLC. 2014. Interim Brownfield Site Assessment Report Volume III and Remedial Action Plan, Country Club Crossing and The Greens at Country Club, Deland, Florida.

FDEP. 2022. Waste Cleanup Program Pollution Response Action Contract (WCP PRAC) Summary Slides.

SITE LINES PROPOSAL ACCEPTANCE

SIGNATURE PAGE

Site Lines Proposal Number: 01229p Proposal Date: February 23, 2023

Project Site: Former Personal Touch Cleaners Sites – 2601 W Woodland Blvd, Deland, FL

Project Fee: $1,200.00

Payment Terms: [PAYABLE WITHIN 30-DAYS OF INVOICE]

INVOICE TO:

Client: ARCADIS Address: 4300 W Cypress St., Suite 450, Tampa, FL 33607 Attention: Chad Hanna Phone: 813-353-5765 Email: Chad.Hanna@ARCADIS.com

Special Instructions:

In witness thereof, the parties hereto have made and executed this agreement

FOR [CLIENT] FOR SITE LINES LLC

Signature: Signature:

By: By: William L. Hardy II

Title: Title: President

Date Signed: Date Signed: February 23, 2023

Pepe_T Highlight

GPRSQUOTE-52193 v.1 Page 4 of 5

Project Costs

SERVICE DESCRIPTION PRICE

SCANNING/FIELD MARKINGS Described on Page 2 $1,950.00

MOBILIZATION Included

GPS MAP For exterior locations only. Findings will be collected with GPS and displayed with an aerial image background. Results are not survey-grade accuracy See example: Link

Included

TOTAL $1,950.00

OPTIONAL SERVICES (INITIAL IF DESIRED)

FORMAL REPORT Detailed report of findings with photos, example data, and a site sketch (if applicable) in addition to the basic summary report that is included with every job. See example: Link

Initial ____ $400

CAD DRAWING Findings will be drafted in CAD with an aerial image background. A linework version will also be provided if the client provides an existing drawing. Results are not survey-grade accuracy. See example: Link

Initial ____ $600

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 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 Ground Penetrating Radar Systems, LLC 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 Proposal-Specific Assumptions on the following page.

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 February 23, 2023, then 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.

Accepted and Agreed

Print Name:_____________________ Signature:_____________________ Date:________________

Company Phone/Email:___________________________ PO #:___________ Job #:______________ https://www.gp-radar.com/insights/deliverables-examples#GPSMap https://www.gp-radar.com/insights/deliverables-examples#FormalReports https://www.gp-radar.com/insights/deliverables-examples#CADDrawing https://www.gp-radar.com/terms-conditions

80854Estimate Number

5/24/2023Expiration Date

2/23/2023Created Date

ESTIMATE

Blood Hound 6500 Technology Center Dr.

Suite 200 Indianapolis, IN 46278

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

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

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

The following work is being performed to Quality Level B standards in accordance with CI/ASCE 38-02.

Client has requested an estimate to horizontally locate private and *public detectable underground utilities within the areas as shown on the provided exhibit and requested as; "Please provide a quote to locate inside the former cleaner’s facility (~1,500 square feet) and surrounding areas outside shown on the attached figure". Estimate does not include any Hand Held GPR within the interior portions of the referenced property.

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.

A BHUG generated image, which this estimate is based upon, is attached for reference. If incorrect please advise.

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.

Estimated time onsite does not include time for any site-specific training, escorting or ingress / egress time which if required, shall be an additional billable charge up to and including exceeding the estimate.

Estimate does not include any surveying services.

BHUG SOW

$2,705.00Grand Total chad.hanna@arcadis.comEmail

(321) 622-4646Phone

Chad HannaName

2601 S Woodland Blvd., DeLand, FL, 32720Job Site Location

630 Plaza Drive, Suite 600 Highlands Ranch, CO 80129

US

Billing Address

(813) 903-3100Billing Phone

Arcadis-Tampa, FLCustomer

Product Invoice Description Quantity Sales Price Total Price

Advantage Locate (hourly) Advantage Locate (hourly rate) 12.00 $220.00 $2,640.00

Trip Charge Trip Charge 1.00 $65.00 $65.00

Scope of Work

Preferred Drilling Solutions, Inc.

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

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

DIRECT PUSH TECHNOLOGY QUOTE FORM

Date: 6/9/23 FAC ID#: ERIC_5534

Unit Unit Rate Number of Units Extended Price whole day $1,875.00 5 9,375.00$ half day $1,450.00 -$ per foot $22.00 56 1,232.00$ each $110.00 7 770.00$ each $45.00 -$ each $30.00 4 120.00$ per well $125.00 11 1,375.00$ roundtrip $775.00 1 775.00$ per crew / per night $450.00 4 1,800.00$ each $70.00 5 350.00$ each $125.00 -$ per day $100.00 1 100.00$ each $55.00 4 220.00$ lump sum $450.00 1 450.00$ per day $75.00 5 375.00$ lump sum $500.00 1 500.00$ each $35.00 3 105.00$

TOTAL QUOTE PRICE $17,547.00

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

Project No.:

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

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

Signature and Title of Person Submitting Quote: ___________________________________Austin Bonacum, Estimator Date: 6/9/23

Decon all down hole tooling with steam cleaner using PFAS free water

2601 W Woodland Blvd, Deland, Volusia County, FL

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

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

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

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

2" Well Install (includes all materials)

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

(1) 1" x up to 10' MW with 5' .010 prepacked screen, installed via hand auger, pad and 4" manhole

(2) Hand auger borings up to 10', backfill and restore grade

Drum cuttings, development water, and decon fluids

(7) 2" VEP's with 5' .010 screen, installed via hand auger to as deep as possible, assume 2" x 8' for bidding purposes, pad and 4" manhole

(3) 1" x 12' PZ's with 10' .010 prepacked screen, soil sampling as needed, drum cuttings, pad and 8" manhole

Site Name and Location: Former Personal Touch Cleaners

Consultant Name: Arcadis US, Inc

PROPOSED SCOPE OF WORK:

(1) DPT lithology boring to 50' (or refusal), convert to vertical profile point, grout and restore grade

(8) DPT vertical profile points to 49', up to (5) grab groundwater intervals per boring, grout and restore grade

Days to Complete Scope of Work: 5

Direct Push Daily Rate 1 - on-site day

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

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

Concrete Core Drill with 6" core bit

Decon Pad & Steam Cleaner

3.25" Disposable Point

Refurbished - DOT Approved 55-gal Drum

Per Diem

Mobilization

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

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

New - DOT Approved 55-gal Drum

Permits

Poly Tank w/ Approved Water (from Lakeland, FL)

Cascade Remediation Services • 3020 Avondale Mill Rd #B • Macon, GA 31216 • 9517435497

1. VAPOR EXTRACTION POINTS: Core seven (7) cores, at least 4-inches in diameter, through concrete slab approximately 6-inches in thickness. Install 2-inch 0.010 slotted PVC screen, 5-feet in length in each borehole from 3-8 feet. Complete with steel manhole flush to grade.

2. MONITOR WELLS: Core one 6-inch diameter core through concrete and hand install one monitor well inside building.

Complete well with 1-inch prepacked screens, up to 10 feet deep. Bring 5-foot length prepacked screens to provide more flexibility in depths. Complete well within steel manhole flush to grade and develop for 30 minutes.

3. LITHOLOGY SOIL BORING: Using direct push, install one boring (SB009) to 50 feet for lithology description using a Macro-Core equipped with a piston-rod assembly for depth-discrete samples.

4. VERTICAL PROFILE POINTS: Using direct push at EIGHT (8) vertical profile locations, collect grab water samples at the following depths. One of the vertical profile boring locations will be the same as the soil boring described above. The following depths may be adjusted based on lithology and depth to groundwater conditions. Driller to abandon boreholes with cement grout if a well is not installed.

5-9’ 15-19’ 25-29’ 35-39’ 45-49’

5. PIEZOMETERS: Install three piezometers screened 2-12 ft below ground, constructed with 1-inch diameter prepacked screen completed within steel manhole and 2’x2’ concrete pad. The piezometers will be installed at three of the direct push vertical profile locations described in the bullet above.

6. IDW: Driller to drum all soil, groundwater, and decon waste. Assume four (4) drums total.

7. WATER: All water must be PFAS free. Client to provide water source.

This is NOT a prevailing wage job.

-Due to a volatile pricing environment, Cascade is unable to guarantee the pricing for a period longer than SIX MONTHS from the date of the bid submittal. If the work extends past this DATE, the agreement can be amended to extend the period of performance and address any potential adjustment in pricing resulting from actual increases in costs of labor, materials, and fuel. If you would like to discuss it further, please feel free to reach out.

zfordley@cascade-env.comEmailZachary FordleyPrepared By

2601 W. Woodland Blvd.

Deland, FL 32720

Work Site

Arcadis U.S. Inc - Personal Touch Cleaners Deland, FL - DPT - 00176412

Opportunity Name

2/24/2023 12:22 PMQuote Revision Date

00075194Quote Number

2/24/2023Bid Date

2ARCADI129Bill To Account Number

(813) 353-5765Phone chad.hanna@arcadis-us.comEmail

Chad HannaContact Name

3109 W Dr. Martin Luther King Jr. Blvd, Suite Tampa, Florida 33607

Address

Arcadis U.S. IncAccount Name

Cascade Rep Contact Information

Scope of Work

Product Description Quantity Unit Sales Price Optional Subtotal

Cascade Remediation Services • 3020 Avondale Mill Rd #B • Macon, GA 31216 • 9517435497

Signature of Authorized Cascade Representative

Name & Title of Authorized Cascade Representative

Signature of Client/ Owner Authorized Representative

Name & Title of Authorized Representative and Company

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

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

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

$18,140.00Quote Total

$0.00Taxes

0.0000%Tax Percentage

$18,140.00Pre-Tax Total

Mobilization/Demobilization 1.00 Each $1,700.00 $1,700.00

6610/7822 DPT Track Rig, 2 Person Crew (10Hr Days) 4.00 Day $2,100.00 $8,400.00

Per Diem, 2 Person Crew 4.00 Day $450.00 $1,800.00

Vapor Extraction Wells - 2" 0.010 Slot PVC Screen 7.00 Each $150.00 $1,050.00

Monitoring Wells - 1" prepack screen (5' of screen per well) 10.00 Feet $16.50 $165.00

Soil Boring - MC5 Liner 10.00 Each $4.00 $40.00

Vertical Profile Points - SP16 GW Sampling (includes tubing) 25.00 Each $35.00 $875.00

Piezometers - 1" prepack screen (10' of screen per well) 36.00 Feet $30.00 $1,080.00

Well completion - flush mount 5"X7" manhole cover 11.00 Each $150.00 $1,650.00

Core Equipment 1.00 LS $300.00 $300.00

IDW Drums (estimated) 4.00 Each $100.00 $400.00

Temp. Decon 1.00 LS $500.00 $500.00

FL Well Permit 1.00 LS $180.00 $180.00 https://cascade-env.com/resources/others/terms-and-conditions/ https://cascade-env.com/resources/others/terms-and-conditions/

EARTH TECH DRILLING

2703 NW 19TH STREET, POMPANO BEACH, FL 33069

954.974.2424 FAX:954.974.2423

Date: 6/8/2023

FAC ID#:

PROPOSED SCOPE OF WORK:

Unit Unit Rate Number of Units Extended Price

Equipment Type: DPT Track Rig whole day $1,650.00 6 $9,900.00 half day $0.00 each $250.00 7 $1,750.00 each $0.00 each $100.00 7 $700.00 each $40.00 4 $160.00 per well $225.00 11 $2,475.00 daily roundtrip $1,500.00 1 $1,500.00 per crew / per night $475.00 6 $2,850.00 each $80.00 5 $400.00 each $50.00 4 $200.00 each $75.00 40 $3,000.00 each $500.00 1 $500.00 each $75.00 8 $600.00 day $495.00 0 $0.00

TOTAL QUOTE PRICE $24,035.00

Notes:

Project No.: ___________________________

Date: 6/8/2023

MISCELLANEOUS

(7) Vapor Ext. Point 2" x 8' w/ 5' .010" Screen & 6" BD Completion - Concrete Core - Installed by hand

Mobilization

Per Diem

DOT Approved 55-gal Drum

Well Riser (includes all materials) ID ___1"___ 5' Length

Well Completion (includes 30 Min Dev. 6"/8" B-D MH & locking well cap)

Pre-Packed PVC Well Screen (includes all materials) 5' Length Pack OD ___1"____

(8) DPT GW Sample Borings to 49' - Samples collected every 10 feet for a total of 5 Samples per boring (40 Samples Total) - Grout Abandon

Drum Soil, Dev. Water & Decon Water - 30 Minutes of Dev. Per well - Estimated at (5) Drums

Decon Pit & Steamcleaner

Direct Push Daily Rate 1 - on-site day

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

MAG Wells - 2" x ~8' w/ 5' .010" Screen

Auger Attachment, 4" Surface Casing

DIRECT PUSH TECHNOLOGY

Permits - Install Well

Water Sample

Signature and Title of Person Submitting Quote: Charles Bucher

Concrete Core

420M Geoprobe Dolly Rig - Upcharge

Days to Complete Scope of Work: 6 Days

Subcontract Company Name: EARTH TECH DRILLING. Inc.

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

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

Decon Pit w/ Steam Cleaner

(1) MW 1"x ~10' w/ 5' Pre-Pack Screen & 6" BD Completion - Concrete Core - Installed by hand - Wells are inside bldg.

Contractor Name: Arcadis - Chad Hanna - 813 480-8498

Site Name: Personal Touch Cleaners - 2601 W Woodland Blvd. Deland, FL

(HAND CLEAR ALL LOCATIONS TO 5' or REFUSAL)

(1) DPT Soil Borings to 50' - Grout Abandon (2) DPT Soil Borings to 10'

(3) PZ 1"x12' w/ 10' Pre-Pack Screen & 8" BD Completion - No DPT Soil Sampling - Installed Using DPT Rods

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

09/07/2022 03:24 PM PAGE 1 OF 7

Scope of Work

Blanket Quote based on one drum T&D , for service site specific quote - disposal approval required

TCLP Benzene and 4 Metals with Completed Profile required for each site

Drum Pickup /Transportation/Disposal

Drums south of Miami not included (Keys) additional costs apply

755 PRARIE INDUSTRIAL PKWY,

MULBERRY, FLORIDA, 33860

QUOTE #: 0030388

DATE: 09/07/2022 PROJECT PROPOSAL

CLIENT

DOUGLAS MALONE

ARCADIS

1500 GATEWAY BLVD, SUITE 200, BOYTON BEACH, FLORIDA,

33426

P: (561) 662-7978

PROJECT DESCRIPTION

DRUM PICKUP

VARIOUS SITES SOUTH FLORIDA

THE FOLLOWING DESCRIBES OUR UNDERSTANDING OF THE SCOPE OF SERVICES TO BE PERFORMED BY ENVIROSERVE, FOR THE

CLIENT, AT THE ABOVE REFERENCED LOCATION KNOWN AS THE JOB SITE.

FEE STRUCTURE

TRANSPORTATION

ITEM EST.QTY. UNIT PRICE UNIT TOTAL

TRANSPORTATION 55 GAL DRUMS

NOTES:SUBJECT TO FUEL SURCHARGE,

1.00 $50.00 DRUM $50.00

STOP FEE 6 DRUMS OR LESS PICKUP 1.00 $50.00 EACH $50.00

TRANSPORTATION SUBTOTAL: $100.00

DISPOSAL

ITEM EST.QTY. UNIT PRICE UNIT TOTAL

55 GALLON NON HAZ DRUM

NOTES: Drum DOT Shippable Drum accessible on hard Surface

1.00 $80.00 EACH $80.00

ENERGY SURCHARGE 10% INVOICE TOTAL 1.00 $18.00 EACH $18.00

DISPOSAL SUBTOTAL: $98.00

TOTAL JOB ESTIMATE: $198.00

From: Hanna, Chad To: Pepe, Theresa Cc: McGlone, Douglas Subject: FW: Orlando Area MAGS SVE Trailer Quotes Date: Tuesday, June 20, 2023 5:07:26 PM Attachments: image006.png image007.png image008.png image009.png image010.png image011.png

EXTERNAL MESSAGE

This email originated outside of DEP. Please use caution when opening attachments, clicking links, or responding to this email.

Hi Theresa, Please see email quote from EwE below. Let me know if you need anything else.

Thank you, Chad Hanna Senior Environmental Specialist Arcadis U.S., Inc.

4300 West Cypress Street, Suite 450 | Tampa, FL | 33607 | USA T +1 813 353 5765 M +1 813 480 8498

Be green, leave it on the screen.

From: tomt@ewithe.net <tomt@ewithe.net> Sent: Tuesday, June 20, 2023 5:02 PM To: Hanna, Chad <Chad.Hanna@arcadis.com> Cc: McGlone, Douglas <Douglas.McGlone@arcadis.com> Subject: RE: Orlando Area MAGS SVE Trailer Quotes

Chad

The price of $2000 per site will work for each site. Thank you

Thomas Twitmyer, P.G.

Equipment with Experience, LLC

5309 56th Commerce Park Blvd Tampa, FL 33610 mailto:Chad.Hanna@arcadis.com mailto:Theresa.Pepe@FloridaDEP.gov mailto:Douglas.McGlone@arcadis.com http://secure-web.cisco.com/13vBLcLsoEtr8FgB8Vl05ZejedzEPEJxsRVsxtKywTTFQzuCBCmDKSs7Kkb0SwqDVC3FxMl4azfCHU3JtriJSDQj8Qd6L2naz-KxHlZZCu_e3rGBzAM440aYlv96DAkYbY6BbtGntDz-ZSLlBR5ekHvoU4W50tRxIGO9vKffqLzPI7PgVKALf2l66FcK14RscdCDxURjiQ2_lDSkCO1KS2gZfouDGql-tXpye8nEDVr-NOIwuEfuBUyVvmNx5Jb7qD2S2U6HvWrDNJRJIumtNwO_nbzWmGdqt0iKhXJJUTTFF3AaUXvoWDwF42EmDufYp/http%3A%2F%2Fwww.arcadis.com%2F https://secure-web.cisco.com/1qdtqHXYCDmNh-GZySTBLbl_w4hg2dzI6MagQXUqw2jRFwXU31HiChFLm4E1DwEabB-0wnp2kEiIhl6lt4e_ltni84kYd-WaI36hhIeH9Ao44Lvt1cA1jQqsALiZeNEZ-lki0ERThUjLwwWW9CQ53dYQOnAKTgxh3LlGIDm3ELSAY2K_-urEGltRDBIyKGW9RYmhFGjX76UhXGlvJodpt5DJx38ukexH2Wo_DxJWzZZlgM-98l0mTRwm_bDgxWa2itr3vBZt7IQ3icSxPzcyROvnPXatBvyo-79B7VyL8YCfK5dfigUZE1FCh7DdSA55s/https%3A%2F%2Fwww.linkedin.com%2Fshowcase%2Farcadis-north-america%2F https://secure-web.cisco.com/1_I7Y7WkRKD22fXrGa1vVnbDBL_QuSwkcnyNEQNsUHHRg_Yksi61-XEzf0EHZzmxZD7ERDrBLKcPkwFnWiifNVplMJmtc6i0hVc163e7MBNBEDVgI539ukAzClD-4a02r-csxXFhT8bt42ACq3MA7gzqsRa8qTya1eXyyL0PlI_C5xWTYQZW6VTKHCZBm8fTiRYiN3HqOqbs7h6UqlocyMXAp9TQ0yEa2QHxdqVCrYZn39dPQThdqCs84U9OQ-BHAfkcqBF4CTrrEFgmrwRtPgPlPdxrs4Ej_PPJB3vxiCrMZQsgg94NESwPGm9OCaqWB/https%3A%2F%2Ftwitter.com%2FArcadis_NA%3Fref_src%3Dtwsrc%255Egoogle%257Ctwcamp%255Eserp%257Ctwgr%255Eauthor https://secure-web.cisco.com/1JNfnWz3j890-u8ObkYFQGK4rqnkI1MTHgaX_bjzAbEsuxs9Mmae52FZ1Sd_Uht0cYKwVPLT9OxgOdzPBDNqoSo5Kz0dT4uCfn2QKJ-VF4eUx-Uyb171Cx_CjGIcR5OTyyAh2EQKX5sED6gUkjPVtA7unMrZ1XrWjvSrW-XFqq4UA_5ucUW4-xGqbW4oZx7CdRd2TSjcHVZdhO86bHlYFLQ0byiYNPuBYXDRAVNDD0hSE0Xe4Iz2ootQuhAWtivTnYK_M3A2td4HqwjYQkN3oh-E8pzqXEAwK7i-VPSdUZJfakJOmW0I6HIRKPyXOJqmy/https%3A%2F%2Fwww.facebook.com%2FArcadisNorthAmerica%2F https://secure-web.cisco.com/1skGrI14iNmhTolG5wWB9WcHC_mfcGE6oUz5zs2_pjxbs2qtz0PhG-mhWlt2Q46QRI388CnuaZwont5cQ0M8hyi8it5W-jMxG8HQbrzWiP6AghLTAZNjDCB8RvCQBCHNWODPKrtFzvLdmZt6tK-dfw-uhN_PT15UzDS-5R5MDuPxot7phC1CmAIJJc99s4VVtbtIAIsmqDmsytZy8LSu0EXbwUG2LVHAz6LqENteEfyJ4450mMrexQH7hyGQFYsB9WdTUYCzmTWm_3gGEMkDzCAuFdY0PogFDJGgDTpdzzMJTrQFTORq5OciQxqeYImn0/https%3A%2F%2Fwww.instagram.com%2Farcadisglobal%2F%3Fhl%3Den

Your Partner in Remediation

From: Hanna, Chad <Chad.Hanna@arcadis.com> Sent: Tuesday, June 20, 2023 11:02 AM To: tomt@ewithe.net Cc: McGlone, Douglas <Douglas.McGlone@arcadis.com> Subject: Orlando Area MAGS SVE Trailer Quotes

Hi Tom, FDEP has requested quotes for the DC proposals including the trailer for MAGS testing. If you recall, we agreed on $2K over the phone.

Can you please provide three quotes today if possible?

1. Towne Cleaners – 11149 W Colonial Dr., Ocoee

2. Jamie’s Dry Cleaners – 328 W Ardice Ave., Eustis

3. Personal Touch Dry Cleaners – 2601 W. Woodland Blvd., Deland

If you’re busy, a response to this email will suffice.

Thank you, Tom!

Chad Hanna Senior Environmental Specialist Arcadis U.S., Inc.

4300 West Cypress Street, Suite 450 | Tampa, FL | 33607 | USA T +1 813 353 5765 M +1 813 480 8498