Funding Information:

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

Category Grant # Project # Year Amount

☐ Additional Funding Information attached on separate page.

Rev. 8/26/2020

STATE OF FLORIDA

DEPARTMENT OF ENVIRONMENTAL PROTECTION

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

1. TA Number: TA Completion Date:

TA Description:

2. Parties State of Florida Department of Environmental Protection

(Department)

Department Project Manager: Department Project Manager Phone:

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

3. Project Number:

(If different from TA Number)

Project Location(s):

Project Name:

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

☐ Fixed Price:

☐ Fixed Unit Rate: (Extended Price)

☐ Cost Reimbursement:

Total TA Value:

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

Attachment 1:

☐ Additional Attachments (if necessary):

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

State of Florida Department of Environmental Protection CONTRACTOR Department Name:

Title:

Secretary or Designee

(Authorized Signature) (Authorized Signature) Date:

☐ Additional signatures attached on separate page.

HW683

CSS01B Completion July 29, 2022

This Task Assignment (TA) is issued in accordance with the Cost Proposal (CP) submitted by Geosyntec on March 31, 2022 and revised on April 5, 2022. This TA includes Project Management, Preparation of a workplan/quality assurance project plan, and fieldwork with monitoring well installation and soil & groundwater sampling. The final deliverable is a site investigation report.

Andrew Smith (850) 245-8935 Contractor Contractor

Contractor Contractor

Contractor Contractor

Contractor

Geosyntec

Geosyntec

Andrew Galvin, P.E. (561) 922-1033

ERIC_17916

1121B State Avenue, Holly Hill

Former Daytona Plating and Polishing

✔ $ 27,175.12

$ 27,175.12

Scope of Work

Joe Applegate

Sr. Principal

Joseph Applegate Digitally signed by Joseph Applegate Date: 2022.04.06 14:12:41 -04'00'

Digitally signed by Jennifer Farrell Date: 2022.04.06 12:14:49 -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

Field notes, MW installation logs, photos, GW sampling logs, soil sampling logs, COCs, Well Abandonment 04/29/2022

Final Site Inspection Report (SIR) / Project Management 06/30/2022

FDEP approval of Field notes, MW installation logs, photos, GW sampling logs, soil sampling logs, COCs, Well Abandonment (Subtask 2) $ 17,023.18

FDEP approval of Final SIR Report and Project Management (Subtask 1 & 3) $ 10,151.94

$ 27,175.12

HW683

CSS01B

www.FloridaDEP.gov

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: Geosyntec Consultants, Inc, HW683 Contract File

FROM: Andrew Smith, Contract Manager

DATE: April 6, 2022

SUBJECT: Negotiation Summary – CER21, TA CSS-01B

Site Investigation (SI) Activities Former Daytona Plating and Polishing

ERIC_17916

This Task Assignment (TA) is intended for conducting Site Investigation activities at the former Daytona Plating and Polishing site. The services are being conducted using federal funds from the CERCLA Site Screening Program (CSS) cooperative agreement that is administered by DEP on behalf of EPA.

Subtask 1 Project Management This subtask is a percentage of the overall project and has been negotiated as a contract rate. It includes project management, overhead, general and administrative, and fringe costs. The cost of this subtask is $1849.58.

Subtask 2 SI Fieldwork Under this subtask, Geosyntec Consultants, Inc (Geosyntec) will install five (5) temporary onsite shallow monitoring wells and seven (7) soil borings. Vadose zone soil samples will be collected from the sample intervals of 0-2 and 2-4 ft bls. Monitoring wells will be 2-inch diameter wells constructed of 10 feet of 0.010-inch slotted screens and 5 feet of casing to a total depth of 15 ft bls. Monitoring wells will be installed using a hollow stem auger and have a 30-65 grade sand filter pack installed to a height of 2 foot above the top of the screen. Depth to water measurements and top of casing elevations will also be collected from all monitoring wells onsite.

The soil samples and five new monitoring wells will be sampled and analyzed for RCRA metals by EPA Method 6020A, hexavalent chromium by EPA method 7196, volatile organic compounds by EPA Method 8260D, and per-and polyfluoroalkyl substances (PFAS) using DEP SOP: LC-001-3.

Per FDEP SOPs, at least 24 hours will be allowed to elapse prior to sampling the new wells.

Preferred Drilling has been selected as the drilling contractor and GeoTek Services, LLC will be the utility location services. The cost of this subtask is $17,023.18.

Subtask 3 SI Report A Site Investigation Report (SI) will be prepared detailing the field and laboratory results. The SI Report will summarize the current environmental conditions and any detected contamination in soil and groundwater, as well as identify potential exposure pathways. The report will include site background information, findings of previous investigations, identify the number of environmental http://www.floridadep.gov/

Negotiation Summary – Task Assignment (TA) CSS01B Former Daytona Plating and Polishing

ERIC_17916

Volusia County SI Activities April 6, 2022 www.FloridaDEP.gov samples and their locations that were evaluated to characterize the nature of the contamination. In addition, the report will describe the sampling methodologies, and present the results and findings of the investigation. The cost of this subtask is $8,302.36.

Summary DEP’s CSS Project Manager and Geosyntec’s Project Manager have both agreed to the scope of work and associated costs. The final cost associated with this TA is $27,175.12. Documentation of these costs is included in the Level of Effort/Cost Proposal (LOE-CP) Form and LOE-CP letter provided by Geosyntec on April 5, 2022, as well as the Task Assignment Form for CSS-01B prepared by DEP. The final deliverable must be received by FDEP no later than June 30, 2022.

FDEP COST ESTIMATEContractor: Geosyntec Consultants

Date: 3/312022

Task #: HW683 SubTask 1 Project Management SubTask 6

Site: Former Daytona Plating and Polishing SubTask 2 Site Investigation SubTask 7

Activity/Phase: Site Investigation and SI Report SubTask 3 Site Inspection Report SubTask 8

Project Manager: A. Galvin SubTask 4 SubTask 9

SubTask 5 SubTask 10

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

$37.50 Project Manager A. Galvin 16 16.4 $84.13 Principal J. Applegate 3 2 1 0 0 0 0 0 0 0 $48.32 Senior Professional B. Baldwin 4 0 4 0 0 0 0 0 0 0 $46.15 Project Professional M. Hensley 16 0 16 0 0 0 0 0 0 0 $37.50 Sr. Staff Professional A. Galvin 48 3 45 0 0 0 0 0 0 0 $33.89 Sr. Staff Professional J. Udvardy 50 50 0 0 0 0 0 0 0 0 $32.21 Administrative Assistant S. Darling 2 0 2 0 0 0 0 0 0 0

Total Hours 139 16 55 68 0 0 0 0 0 0 0

Direct Labor $5,359.58 $616.59 $1,975.26 $2,767.73 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Overhead 172.70% $9,255.99 $1,064.85 $3,411.27 $4,779.87 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Gen & Admin 0.00% $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fringe 0.00% $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Labor $14,615.57 $1,681.44 $5,386.53 $7,547.60 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Travel Vehicle Rental $480.00 $480.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mileage Costs $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Air Fare $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Per diem + Hotel $628.00 $628.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Travel $1,108.00 $1,108.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

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

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

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

Cost Estimate Page 1 of 4 Cost Estimate

FDEP COST ESTIMATEContractor: Geosyntec Consultants

Date: 3/312022

Task #: HW683 SubTask 1 Project Management SubTask 6

Site: Former Daytona Plating and Polishing SubTask 2 Site Investigation SubTask 7

Activity/Phase: Site Investigation and SI Report SubTask 3 Site Inspection Report SubTask 8

Project Manager: A. Galvin SubTask 4 SubTask 9

SubTask 5 SubTask 10

Totals 1 2 3 4 5 6 7 8 9 10 Subcontractor (Services Procurement)

Drilling (Conventional) $7,300.00 $7,300.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Drilling (Non-conventional) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mobile Laboratory $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Surveying $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

IDW $0.00 $0.00 $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 Utility locate $750.00 $750.00 $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 $8,050.00 $8,050.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Handling Fee $805.00 $805.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $8,855.00 $8,855.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Laboratory Analytical Costs $0.00 $0.00 $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 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Laboratory $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Field Expenses Personal Protection $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Expendables $120.00 $120.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Drilling related) $350.00 $350.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Analytical related) $315.00 $315.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (IDW related) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Other) $350.00 $350.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Field Expenses $1,135.00 $1,135.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subtotal $25,713.57 $1,681.44 $16,484.53 $7,547.60 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Completion Fee $1,461.55 $168.14 $538.65 $754.76 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Total Estimated Cost $27,175.12 $1,849.58 $17,023.18 $8,302.36 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Cost Estimate Page 2 of 4 Cost Estimate

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Former Daytona Plating and Polishing SUBTASK: Site Investigation

DATE: 3/312022

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal J. Applegate 2

Sr. Staff Professional A. Galvin 3

Sr. Staff Professional

J. Udvardy 50

TOTAL LABOR 55

VEHICLE TYPE RATE UNIT USEAGE

Car $80.00 Day 0 $0.00 Truck $480.00 Week 1 $480.00

TOTAL VEHICLE $480.00

PER DIEM STAFF RATE UNIT USEAGE

J. Udvardy Meals (standard per diem) $36.00 Day 3 $108.00 J. Udvardy Lodging (4 nights) $130.00 Day 4 $520.00

$0.00 Day 0 $0.00 $0.00 Day 0 $0.00

TOTAL PER DIEM $628.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Drilling (Conventional) Preferred Drilling Solutions Well installs and soil borings $7,300.00 $7,300.00

$0.00 $0.00 Other GeoTek Utility locate $750.00 $750.00

$0.00 $0.00 Subtotal $750.00

TOTAL SUB $8,050.00

LABORATORY COSTS

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Drilling Related

Soil Assessment Kit $175.00 Day 2 $350.00 Subtotal $350.00

Analytical Related Groundwater Sampling Kit $290.00 Day 1 $290.00 Water Level Meter $25.00 Day 1 $25.00

Subtotal $0.00 Expendables

$40.00 Day 3 $120.00 Subtotal $120.00

Other GPS Station $150.00 Day 2 $300.00 Survey Station $50.00 Day 1 $50.00

Subtotal $350.00

TOTAL EQUIPMENT $1,135.00

Evaluate and Interpret Field Data, Field EHS Preparation (2 hrs)

Evaulate and Interpret Field Data (3 hrs)

SI Fieldwork - Prep (6 hrs), mob (8 hrs), well installation and soil sampling (10 hr x 2 days = 20 hrs), WL/survey (2 hrs), gw sampling (8 hrs), preparing sample coolers for shipping (2 hrs x 3 days = 6 hrs)

4/5/2022 Page 3 of 4 Subtask 2

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Former Daytona Plating and Polishing SUBTASK: Site Inspection Report

DATE: 3/312022

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal J. Applegate 1

Senior Professional B. Baldwin 4

Professional M. Hensley 16

Sr. Staff Professional A. Galvin 45

Administrative Assistant S. Darling 2

TOTAL LABOR 68

VEHICLE TYPE RATE UNIT USEAGE

TOTAL VEHICLE $0.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

TOTAL SUB $0.00

LABORATORY COSTS

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

TOTAL EQUIPMENT $0.00

Report formatting and production (2 hrs)

Discussing Draft Results with the FDEP and Senior Review (1 hr)

Preparing Draft Report Conculsions and Recommendations, Final Report Revisions (4 hrs)

Figures and Tables (16 hrs)

SI Draft Reporting text (36 hrs), tables (3 hrs), figures (3 hrs) & final revisions (3 hrs)

4/5/2022 Page 4 of 4 Subtask 3

2039 Centre Pointe Blvd. Suite 103 Tallahassee, Florida 32308

PH 850-556-8419

www.geosyntec.com

5 April 2022

Ms. Kelly Crane, Environmental Manager Mr. Andrew Smith, Environmental Specialist III Brownfields and CERCLA Site Screening Section Florida Department of Environmental Protection 2600 Blair Stone Road Tallahassee, Florida 32399

Subject: Proposal to Conduct a Site Investigation and Prepare a Site Inspection Report Former Daytona Plating and Polishing 1121B State Avenue, Holly Hill, Volusia County

EPA ID #: FLD984256974

Dear Ms. Crain and Mr. Smith:

Geosyntec has prepared this statement of work (SOW) and proposed level of effort (LOE) to conduct the site investigation fieldwork and prepare a Site Inspection Report for the Site. We have conducted an initial review of pertinent historical and recent documents and FDEP correspondence. Our investigation will focus on issues identified and summarized in the following document:

• FDEP Brownfields and CERCLA Screening Section - Preliminary Assessment (PA) - FDEP, 24 June 2020

• FDEP Site Specific Quality Assurance Project Plan, Former Daytona Plating and Polishing, FDEP/Geosyntec, 28 March 2022

Background

Based on the initial review of the document identified above and discussion with the FDEP, the site is situated just northeast of the intersection of LPGA Boulevard and State Avenue with an address of 1121B State Avenue, Holly Hill, FL (the “Site”). As described in FDEP’s PA Report, the site occupies 0.62 acres (27,062 ft2) and includes a warehouse building, reportedly built in 1984. The warehouse is a steel-frame metal building and is approximately 17,800 ft2. This site is zoned as part of the commercial corridor district, which includes general retail, wholesale commercial, light industrial, and limited residential uses. The site is situated on the east side of State Avenue, with LDF Service, a metal fabrication shop, directly to the south and Maple Leaf http://www.geosyntec.com/

5 April 2021 Former Daytona Plating and Polishing Site Investigation Proposal

Gardens, a mini condominium rental complex, directly to the north. To the east of the site behind the warehouse there is currently a bar/restaurant in operation (Drifters Route 1 Grill).

Daytona Plating and Polishing was a metal plating and finishing business, specializing in chrome plating that began operations at this site in 1993. The business changed ownership in 1998 and was ultimately dissolved in 1999. An FDEP site inspection in 1996 provided a few photos of the rinse baths and plating lines, but it is unclear where they were located on the Site. According to the Volusia County Revenue Division, a business tax receipt was issued to a tire shop at the site in 2002, but not in any subsequent years. The site is currently occupied by GolfHub, a facility that offers indoor golf lessons and golf club fittings, and a carpet storage company. GolfHub has been in business at this location since 2011.

On February 3, 1993, an application was received by the FDEP Hazardous Waste Management Program from Daytona Plating and Polishing for a Hazardous Waste ID number. The application identified the facility as a Small Quantity Generator (SQG), producing less than 100 kg/month of hazardous waste. The types of waste produced by the facility were listed on the application as including solvents used in degreasing such as trichloroethene (TCE), tetrachloroethene (PCE), 1, 1, 1-trichloroethane, xylene, acetone, toluene and benzene (Hazardous Waste Codes F001, F002, F003 and F005). On May 6, 1993, the Department issued a Facility ID number, noting the facility’s status as a “Conditionally Exempt Small Quantity Generator”.

On May 24, 1996, the Department received a citizen complaint indicating that the rinse bath wastewater was being discharged improperly into the sanitary sewer. The complainant indicated that the types of hazardous materials being discharged were chromium and acids.

On December 16, 1996, a Hazardous Waste Inspection was conducted at the site in response to the citizen complaint. The inspector noted the presence of chrome, nickel and gold plating lines for automotive and motorcycle parts. The PVC piping from the plating bath rinse tanks was found to lead to the sanitary sewer, which carries the wastewater to the Holly Hill Wastewater Treatment Plant. The inspector noted that the installation of an in-house treatment system was in progress.

The inspection also noted that free standing liquid was present in one of the floor sump areas. At the time of the inspection, the facility was instructed to immediately stop discharging to the sanitary sewer. On January 22, 1997, a letter was sent to the facility instructing them to test the rinse waters for total metals within thirty days.

On February 3, 1997, the Department issued a follow up letter to the facility giving more specific information regarding the sampling. The letter stated that the sampling must include an 8- or 12-hour composite sample of plating rinse water (depending on the length of work shifts) and that the test must include analyses for RCRA metals including Arsenic, Barium, Cadmium, Chromium, Lead, Mercury, Selenium and Silver. Analytical data from the sampling event was received by the Department on April 25, 1997. The lab data indicated detections of Copper (0.76 mg/L), Nickel (0.72 mg/L) and Chromium (0.79 mg/L). On May 7, 1997, the Department issued a letter stating that the facility was in compliance, noting that all constituents were below RCRA hazardous waste levels and Universal Treatment Standards. A follow up inspection was performed on July 24, 1997 and no RCRA violations were found.

On March 5, 1998, the Department received a Request for Status or Information Change from the new owner of Daytona Plating and Polishing. The request was submitted as a result of the change in ownership of the business. No other changes were made. The Department issued a letter to the new owner on July 30, 1998, confirming that they had processed and accepted the request.

The CERCLA Site Screening Section (CSSS) discovered this site while researching former metal plating facilities in October of 2016. Because there was a history of violations and no site assessment was performed, CSSS placed the site on its CERCLIS List to determine if the site warranted further investigation.

The FDEP requested that Geosyntec conduct a Site Inspection based on the recommendations of the FDEP PA report. Based on discussions with the FDEP, Geosyntec prepared a QAPP/Work Plan for the Site Investigation (submitted to the FDEP on March 28, 2022) and Geosyntec has prepared this proposal and scope of work to conduct a Site Investigation and prepare a Site Inspection (SI) Report.

Scope of Work

Subtask 1 – Project Management

Subtask 2 – Site Investigation Fieldwork

Soil Samples

The scope of work for conducting the site investigation will include advancing a total of 7 soil borings (SB-1 through SB-7) and collecting soil samples from 0 to 2 feet below land surface (ft BLS) and 2 to 4 ft BLS at each boring location. The soil samples will be advanced in the approximate areas shown on Figure 2 of the QAPP/Work Plan. Soil samples will be collected using direct push technology (DPT) or via hand auger, properly packaged in coolers, and sent to the FDEP laboratory in Tallahassee, FL for analysis for RCRC Metals by EPA Method 6020A, hexavalent chromium by EPA Method 7196, volatile organic compounds (VOCs) by EPA Method 8260D, and per-and polyfluoroalkyl substances (PFAS) using DEP SOP: LC-001-3.

Groundwater Samples

The scope of work for conducting the site investigation will include the installation and sampling of 5 groundwater monitoring wells (MW-1 through MW-5). The groundwater monitoring wells will be installed with a DPT drill rig equipped with a hollow stem auger in the approximate locations shown on Figure 2 of the QAPP/Work Plan. One monitoring well will be installed inside the warehouse building (MW-1), one to the north of the onsite warehouse building (MW- 2), one to the west of the building (MW-3), one to the south of the building (MW-4), and one on the eastern adjacent property (MW-5). Each of the monitoring wells will be constructed using 2-inch-diameter polyvinyl chloride (PVC), with 10 ft of 0.006-inch slotted screen, set to intersect the water table. A 30-65 grade sand filter pack will be installed to a height of 2 foot above the top of the screen through the hollow stem auger casing. The wells will be completed with a sand pack and then developed. Monitoring well depth will be determined from the site-specific conditions, but it is anticipated that each well will be installed to a depth of 15 feet BLS, depending on the depth to groundwater and soil conditions. The upper 5 feet of soil will be hand cleared for utilities using a post hole digger or hand auger during monitoring well construction. Development and purge water from the new monitoring wells will be discharged to ground surface and soil cuttings from drilling activities will be spread onsite.

We propose to install these as permanent wells and conduct groundwater sampling, obtaining water levels, and surveying the wells to a relative datum at the Site. An underground utility survey will be conducted prior to well installation. The top of casing elevations will be measured and depth to groundwater will be recorded. Groundwater samples will be collected from the five monitoring wells at least 24 hours after installation. The monitoring wells will be purged prior to groundwater sampling using a peristaltic pump until all field parameters have stabilized within the acceptable ranges as stated in the FDEP Standard Operating Procedures (SOPs) and turbidity is below 20 Nephelometric Turbidity Units (NTU). If the turbidity goal cannot be attained after 1 hour of purging, the well will be sampled if all other field parameters have stabilized. The appropriate number of duplicate samples and Quality Assurance/Quality Control (QA/QC) samples will be collected from the Site in accordance with Table 2 of the QAPP/Work Plan.

Groundwater samples will be collected, properly packaged in coolers, and sent to the FDEP laboratory in Tallahassee, FL for analysis for RCRC Metals by EPA Method 6020A, hexavalent chromium by EPA Method 7196, VOCs by EPA Method 8260D, and PFAS using DEP SOP: LC- 001-3.

We obtained 3 drilling quotes from Preferred Drilling Solutions (PDS), Earth Tech Drilling, and Groundwater Protection. We have attached the 3 drilling quotes with this proposal. The second lowest bid (PDS) will be used and the cost has been included in the level of effort spreadsheet.

The lowest bid (Groundwater Protection) will not be used because they do not have availability to meet our field schedule. We also received 3 bids for utility locate and the low bidder was GeoTek.

The low bidder (GeoTek) will be used and the cost has been included in the level of effort spreadsheet. The 3 utility locate quotes are included as an attachment as well.

Subtask 3 – Site Inspection Report

Based on the field data and analytical results, Geosyntec will prepare a SI report that includes a summary of the field work and analytical results. Soil and Groundwater analytical results will be compared to FDEP GCTLs for 62-777 F.A.C., February 2005 and MCLs per Chapter 62-550 F.A.C. The SI report will include analytical summary tables, groundwater elevations and flow map, summary of soil and groundwater analytical result figures, and a summary and conclusions section. The SI report will also include a discussion of data quality objectives that were included in Table 1 of the Work Plan/QAPP. Based on the field data and analytical results, Geosyntec will prepare a set of summary tables and figures that includes a summary of the field work and analytical results.

Schedule

Geosyntec proposes the following schedule for the scope of work describe above (if a TA is received by 8 April 2022:

• Conduct Site Investigation fieldwork week of April 11, 2022

• Prepare Draft SI Report by 10 June 2022

• Prepare Final SI Report by 30 June 2022

*Reporting deliverable is dependent on Geosyntec receiving laboratory data from the FDEP laboratory within 4 weeks of submittal of soil and groundwater samples.

Invoice and Deliverable Schedule:

Subtask Deliverables Deliverable Due Date Invoice Amount

2 Field notes and sampling logs April 29, 2022 $17,023.18

1, 3 PM, Draft and Final SI Reports June 30, 2022 $10,151.94

Total: $27,175.12

We appreciate this opportunity; please call Joe Applegate at (850) 556-8419 or Andrew Galvin at

(561) 922-1033 if you have any questions regarding this proposal.

Sincerely, Geosyntec Consultants, Inc.

Joe Applegate, P.G. (FL) Sr. Principal Hydrogeologist

Andrew Galvin, P.E. (FL) Engineer

Attachments

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: 2/21/22

1121B State Avenue, Daytona Beach, FL

*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

Unit Unit Rate Number of Units Extended Price

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

Direct Push Daily Rate 1 - on-site day whole day $1,600.00 2 $3,200.00

Direct Push Half-Day Rate 1 - on-site half day half day $1,300.00 $0.00 Auger Attachment, 2" Well Install per foot $17.00 60 $1,020.00 Pre-Packed Well Screen (includes all materials) ID 1" 5' Length Pack OD 3.5" each $80.00 $0.00 Slotted PVC Well Screen (includes all materials) 5' Length Pack OD 3.5" each $45.00 $0.00 Well Riser (includes all materials) ID 1" 5' Length each $20.00 $0.00 Well Completion (includes MH w/ cover, concrete pad, and locking well cap) per well $125.00 4 $500.00

Mobilization roundtrip $600.00 1 $600.00 Per Diem per crew / per night $400.00 1 $400.00 DOT Approved 55-gal Drum each $60.00 $0.00 Permits each $50.00 5 $250.00 Additional 2" MW Installation per foot $17.00 15 $255.00 Additional Well Completion (includes MH w/ cover, concrete pad, and locking well cap) per well $125.00 1 $125.00 Decon Pad & Steam Cleaner lump sum $350.00 1 $350.00 Poly tank with approved water from PDS Lakeland Shop lump sum $600.00 1 $600.00 Other (specify) $0.00

TOTAL QUOTE PRICE $7,300.00

Notes:

1. Includes expendables, tubing, points, liners, caps, plugs, saw cuts, development, standby time, steam cleaning decon, and grouting.

Days to Complete Scope of Work: 2 Project No.:

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

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

Signature and Title of Person Submitting Quote: ___________________________________Kevin Bonacum, Estimator Date: 2/21/22

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

Site Name and Location: Daytona Plating and Polishing

Consultant Name: Geosyntec

PROPOSED SCOPE OF WORK:

(4) 2" x 15' MW's with 10' .006 screen, 30/65 sand pack, continuous samples, spread soil & water, pad and 8" bolt-down manhole

One of the MW's will be indoors, doorway clearance is 12' x 12', ceiling is approx. 15' in height

Contingent 5th MW on adjacent parcel

Follow PFAS Protocol, Decon Pad, Decon between wells, saw horses and scrub brushes required

PFAS Free water to be transported from the Lakeland, FL office location

(2) Hand auger soil borings up to 10', samples collected from 0 - 2' then every 2' after until the water table (water table is approx. 4' - 5' bls)

Sonic Auger DPT Horizontal Directional Drilling

DATE: 2/21/2022

ESTIMATE #: 222052

Daytona Plating 1121 B State Avenue

ID QTY Unit Rate TOTAL

1 1 each 500.00$ 500.00$

2 1 night 225.00$ 225.00$

3 Hand Auger Borings to 5' 2 each 75.00$ 150.00$

4 2" PVC Well Installation w/Soil Sampling 75 foot 46.00$ 3,450.00$

5 2' x 2' Pad w/8" Flush Manhole 5 each 125.00$ 625.00$

6 Well Development (Up to 1/2 hour with pump) 5 each 75.00$ 375.00$

7 Drums (Soils) As Needed 0 each 65.00$ -$

8 0 each 65.00$ -$

9 PFAS Decon Protocals (Includes 300 Gallons of PFAS Free) 1 each 500.00$ 500.00$

10 Permits:Volusia County 5 each 50.00$ 250.00$

Completion: 1 to 1.5 Days Depending on # of Wells Installaed Subtotal 6,075.00$

Todd Hodgson

Todd Hodgson

TOTAL 6,075.00$

Partner

DPT Combo Well Installation (Auger)

(2) Hand Auger Borings to 5'

900 Broken Sound Parkway, NW

PROJECT DESCRIPTION:

Boca Raton, Florida 33487

PFAS Protocal for Decon

Per Diem (2 man crew)

"Actual quantities & days onsite will be invoiced"

Drums (Dev Water/Decon Water) As Needed

Borehole Clearance to 5’ bgs beyond 20 minutes willmay require a change order for additional time.

(4-5) 2" x 15' w/10' of .006 Slot Screens, 2' x 2' Concrete Pad w/8" Flush Completion. DPT Soil Sampling

Spread Drill Cuttings and Development Water (One Well is located inside warehouse door (See Pic) Door is 12' high and Ceiling is 15'+ inside)

Coring up to 8" Thick Concrete for Indoor Well. >8" Will Require Additional Time and Cost.

Need As-Builts for Building for Drilling Inside or a GPR Study to confirm nothing under slab we could hit.

If you have any questions concerning this proposal contact Todd Hodgson at (407) 426-7885 or Todd@drillprollc.com.

CUSTOMER

Daytona Beach, Volusia County, Florida

PROJECT

"Utility locates on Private Property are the responsibility of the client"

Andrew Galvin, P.E.

Geosyntec Consultants, Inc.

Suite 200

DESCRIPTION

Mobilization / Demobilization

(561) 922-1033

THANK YOU FOR YOUR BUSINESS!

***Damages to utilities on private property during borehole clearance are the responsibility of the client***

2300 Silver Star Road, Orlando, Florida (407) 426-7885 fax (407) 426-7586

EARTH TECH DRILLING

2703 NW 19TH STREET, POMPANO BEACH, FL 33069

954.974.2424 FAX:954.974.2423

Date: 2/16/2022

FAC ID#:

PROPOSED SCOPE OF WORK:

Unit Unit Rate Number of Units Extended Price

Equipment Type: _ DPT Track Rig whole day $1,600.00 1 $1,600.00 half day $0.00 per foot $28.00 60 $1,680.00 each $0.00 each $0.00 each $0.00 per well $215.00 4 $860.00

Daily roundtrip $1,200.00 1 $1,200.00 per crew / per night $475.00 2 $950.00 each $80.00 0 $0.00 each $60.00 4 $240.00 each $125.00 1 $125.00

$0.00

$0.00

TOTAL QUOTE PRICE $6,655.00

Notes:

Project No.: ___________________________

Date: 2/16/2022

Days to Complete Scope of Work: 1 Day

Subcontract Company Name: EARTH TECH DRILLING. Inc.

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

Signature and Title of Person Submitting Quote: Charles Bucher

Concrete Cores (8"+ Thickness)

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

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

Site Name : Daytona Plating & Polishing - 1121B State Ave. Daytona Beach, FL

Contractor Name: Geosyntec - Andrew Galvin - 561 922-1033

(2) Hand Auger Borings to ~5' - Abandon Borehole

(4) MW 2" x 15' w/ 10' Screen (.010" - 20/30 Sand) and 8" BD MH Completion - DPT Soil Sampling - Installed w/ Auger

Auger Attachment, 2" Well Install

Pre-Packed Well Screen (includes all materials) ID __1"____ 2' Length

Slotted PVC Well Screen (includes all materials) 2' Length Pack OD _______

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

Well Completion (includes 8" B-D MH w/ cover, concrete pad, and locking well cap)

Hand Clear ALL Locations to 5' or Refusal Client to provide Access to Approved PFAS Free water source

Permits 2 (Drilling or abandonment only; cost according to WMD & Local Municipalities)

DOT Approved 55-gal Drum

Per Diem Mobilization

Direct Push Daily Rate 1 - on-site day

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

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

EARTH TECH DRILLING

2703 NW 19TH STREET, POMPANO BEACH, FL 33069

954.974.2424 FAX:954.974.2423

Date: 2/16/2022

FAC ID#:

PROPOSED SCOPE OF WORK:

Unit Unit Rate Number of Units Extended Price

Equipment Type: _ DPT Track Rig whole day $0.00 half day $1,300.00 1 $1,300.00 per foot $28.00 15 $420.00 each $0.00 each $0.00 each $0.00 per well $215.00 1 $215.00

Daily roundtrip $1,200.00 0 $0.00 per crew / per night $475.00 0 $0.00 each $80.00 0 $0.00 each $60.00 1 $60.00 each $125.00 0 $0.00

$0.00

$0.00

TOTAL QUOTE PRICE $1,995.00

Notes:

Project No.: ___________________________

Date: 2/16/2022

Days to Complete Scope of Work: 1/2 Day

Subcontract Company Name: EARTH TECH DRILLING. Inc.

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

Signature and Title of Person Submitting Quote: Charles Bucher

Concrete Cores (8"+ Thickness)

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

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

Site Name : Daytona Plating & Polishing - 1121B State Ave. Daytona Beach, FL

Contractor Name: Geosyntec - Andrew Galvin - 561 922-1033

Added to original SOW

(1) MW 2" x 15' w/ 10' Screen (.010" - 20/30 Sand) and 8" BD MH Completion - DPT Soil Sampling - Installed w/ Auger

Auger Attachment, 2" Well Install

Pre-Packed Well Screen (includes all materials) ID __1"____ 2' Length

Slotted PVC Well Screen (includes all materials) 2' Length Pack OD _______

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

Well Completion (includes 8" B-D MH w/ cover, concrete pad, and locking well cap)

Hand Clear ALL Locations to 5' or Refusal Client to provide Access to Approved PFAS Free water source

Permits 2 (Drilling or abandonment only; cost according to WMD & Local Municipalities)

DOT Approved 55-gal Drum

Per Diem Mobilization

Direct Push Daily Rate 1 - on-site day

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

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

GeoTek Services, LLC

26 February 2022

To: Andrew Galvin

Geosyntec Consultants, Inc.

900 Broken Sound Parkway NW, Suite 200 Boca Raton, Florida 33487

From: GeoTek Services, LLC 4060 Sparrow Hawk Road

Melbourne, Florida 32934

RE: Utility Locating Services – Daytona Plating and Polishing, Daytona Beach, FL

Mr. Galvin, GeoTek Services is pleased to respond to your request for Utility Locating services at 1121B State Ave. located in Daytona Beach, Florida. We will scan a 15’ radius around the seven proposed bore locations as shown in your PDF drawing with the goal of locating underground utilities. We can only scan the easily accessible open areas for utilities. Note that we cannot scan beneath fixed objects such as landscaping, fencing, buildings or vehicles. We will scan as close as reasonably possible to fixed objects such as curbs, landscaping, fences, etc. Our deliverable will be marking paint and/or flags indicating the location of potential underground utilities. It is the client’s responsibility to protect and preserve all marks.

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

We request access to any as-built site plans of the scan areas prior to rendering services. Our estimate for this project is $750.00. No out-of-pocket expenses are expected for this project. This quote is valid for sixty days.

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

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

From: Craig Fusaro To: Andrew Galvin Cc: Joseph L. Applegate Subject: RE: Quote request for utility locate in Daytona Beach, FL Date: Tuesday, February 22, 2022 11:10:57 PM Attachments: image001.jpg image002.jpg image003.jpg

CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. If you have any suspicion, please confirm with the sender verbally that this email is authentic.

Hi Andrew

The cost for the utility locate will be $800 and cover your SOW indicated below. If you need a formal proposal or would like to schedule the work please let me know and thanks for the opportunity.

Kindest Regards, Craig A. Fusaro, REM Geophysicist |Business Development Manager Southeast Florida Branch Manager Boca Raton, Florida Office: 561-430-5296 Cell: 727-479-6338

GeoView, Inc.

St. Petersburg – Jacksonville – Orlando – Boca Raton – Boston– Philadelphia

Providing geophysical services to geological/geotechnical, infrastructure/utility, environmental, archaeological & marine investigations.

From: Andrew Galvin <AGalvin@Geosyntec.com> Sent: Tuesday, February 22, 2022 10:16 AM To: Craig Fusaro <cfusaro@geoviewinc.com> Cc: Joseph L. Applegate <JApplegate@Geosyntec.com> Subject: Quote request for utility locate in Daytona Beach, FL

Good morning, I would like to request a quote for a utility locate at our Daytona Plating site at the address 1121B www.geoviewinc.com mailto:cfusaro@geoviewinc.com mailto:AGalvin@Geosyntec.com mailto:JApplegate@Geosyntec.com https://nam02.safelinks.protection.outlook.com/?url=http%3A%2F%2Fwww.geoviewinc.com%2F&data=04%7C01%7CAGalvin%40Geosyntec.com%7C5cb00384ec6449246d7208d9f6827b9f%7C7125495671b047f48977c4c17bc205cb%7C0%7C0%7C637811862567907674%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C3000&sdata=vzBUi0xYTcna%2FSiuaXpq9KWVyFEvTjsGNizhBNRm35g%3D&reserved=0

State Ave., Daytona Beach, FL. This work would include horizontally locate and field mark (paint, flags, or tape) all subsurface utilities found within roughly a 15 ft radius of the 7 proposed boring locations which I marked out in blue and green on the attached figure. One of these locations is inside a warehouse building. Please let me know if you need any additional information or have any questions.

Many thanks, Andrew Galvin, P.E. (FL) Engineer Geosyntec Consultants, Inc.

900 Broken Sound Parkway NW, Suite 200 Boca Raton, Florida 33487 Phone: 561.922.1033 Mobile: 585.208.3761

GEOSYNTEC | SIREM | SAVRON

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100 % Employee-Owned | www.southeasternsurveying.com Orlando, Florida | Jacksonville, Florida | Chipley, Florida

Tampa, Florida | Kissimmee, Florida | Marianna, Florida | Tavares, Florida | Dothan, Alabama

February 24, 2022

VIA EMAIL: AGalvin@Geosyntec.com

Mr. Andrew Galvin, P.E. | Engineer Geosyntec Consultants, Inc.

900 Broken Sound Parkway NW, Suite 200 Boca Raton, FL 33487 P. 561-922-1033 | M. 585-208-3761

RE: Daytona Plating and Polishing 1121 State Avenue, Daytona Beach, FL 32117 Section 42, Township 14 South, Range 32 East, Volusia County, Florida

Dear Mr. Galvin, We are pleased to submit our proposal for Subsurface Utility Designation on the above referenced project.

SCOPE OF WORK:

1. Horizontally locate and field mark (paint & flags) all public subsurface utility mains found excluding service lines, gravity sewer lines and irrigation for a 15’ radius around the seven (7) proposed boring locations as shown on the attached exhibit.

DELIVERABLE

The final product will be a field drafted plan sheet or utility designation field sketch(s) of the project area reflecting all pertinent data for your use.

EXPENSES AND FEES

Our fee for this project will be as follows:

Subsurface Utility Designation: $ 1,868.00

PROJECT TIMELINE

We anticipate the completion of the above-described work within four (4) weeks after receipt of a written notice to proceed.

ADDITIONAL SERVICES

Any service not explicitly provided for in the above scope will be billed as additional services and will be performed at our then current hourly rates.

mailto:AGalvin@Geosyntec.com

Mr. Andrew Galvin, P.E. | Engineer Daytona Plating and Polishing

\\navision\admin\Data\Admin Documents\G\Geosyntec Consultants, Inc. (GCI)\_Unknown Owner\Daytona Plating & Polishing\Daytona Plating and Polishing_Designation.docx

Utility Terms and Conditions Geosyntec Consultants, Inc. agrees to abide by the Sunshine 811, Florida State Statutes Chapter 556.106 and all applicable laws, and regulations that pertain to the services provided.

Geosyntec Consultants, Inc. MUST provide Southeastern Surveying and Mapping Corporation (SSMC) all plans and records for this site prior to the commencement of field efforts AND review plans with SSMC technician. SSMC will rely on the accuracy of such plans and records and will notify Geosyntec Consultants, Inc. if there are any patently or reasonably identifiable defects in the documents prior to performing services. Geosyntec Consultants, Inc. representative will be responsible for reviewing plans with SSMC technician and indicate what utility structure are expected to be encountered and where.

SSMC shall review the site conditions with the use of a Ground Penetrating Radar (GPR) in the presence of Geosyntec Consultants, Inc. Authorized Representative based upon the plans and records provided.

Geosyntec Consultants, Inc. is aware that due to the inherent uncertain nature of subsurface utilities, including but not limited to deficient or misrepresentation of prints, SSMC cannot guarantee that all subsurface utility lines will be accounted for. SSMC will ensure that all reasonable efforts are made to identify the location of said underground utilities and provide the best available information within the project area with the use of Ground Penetrating Radar and Electronic Line Locating Equipment, as needed. Additional research will only be conducted by SSMC if requested in writing by Geosyntec Consultants, Inc.

In accordance with the Underground Facility Damage Prevention and Safety Act, the Design Engineer shall perform sufficient Utility Coordination with the Utility providers in this location to affirm the information from SSMC’s efforts and confirm that no other subsurface utility is possibly undetected by these efforts.

SSMC will certify that the surface designation is within two (2) feet of the true underground position of the utility relative to the mark as shown on the surface in accordance with the plans provided and the reasonable efforts conducted to locate the utilities as outlined above.

SSMC shall not be held liable for any latent or unreasonably discoverable utilities in the project area. Furthermore, in the event of a claim regarding the services provided in the proposal, SSMC shall have liability for reasonable and necessary defense costs to the extent caused by SSMC’s negligence.

Payment Terms:

Payment is expected within thirty (30) days from the date of the invoice.

Credit Card Convenience Fee SSMC is committed to providing a range of payment options to our clients. Credit Card payments made via phone will result in a Convenience Fee. A Convenience Fee of $25 will be applied to Credit Card payments. We will continue to offer other payment methods, including cash, paper checks, and electronic check payments (ACH), which carry no additional charge.

We look forward to the opportunity to work with you on this project.

Sincerely, Jon M. Arnett Utility Division Project Manager

JMA.dce

Mr. Andrew Galvin, P.E. | Engineer Daytona Plating and Polishing

\\navision\admin\Data\Admin Documents\G\Geosyntec Consultants, Inc. (GCI)\_Unknown Owner\Daytona Plating & Polishing\Daytona Plating and Polishing_Designation.docx

If the above scope, period of service, and method of compensation meets with your approval, please have an authorized person execute below and send via email to contracts@southeasternsurveying.com as an official notice to proceed along with the notice of commencement. Fees and times stated in this agreement are valid for six months from the date of the proposal.

CLIENT AUTHORIZATION

I declare that I am authorized to sign the binding contractual document. I also declare that I have read, understand, and accept this proposal.

Signature Date

Printed Name Title (if any) mailto:contracts@southeasternsurveying.com

GENERAL TERMS AND CONDITIONS

These standard terms and conditions (“STCS”) are incorporated by reference into the foregoing proposal, along with any future modifications or amendments (the "Agreement") between Southeastern Surveying and Mapping Corporation (“SSMC”) and its Client (“You" or “Your”) for the performance of surveying services ("Services"). These STCS are fully binding upon you just as if they were fully outlined in the body of the proposal letter and shall supersede any term or provision elsewhere in the agreement in conflict with these

STCS.

SCOPE OF SERVICES

For the fee outlined in the Agreement, you agree that SSMC shall only be obligated to render the Services expressly described in the Agreement. Unless the Agreement explicitly requires, in no event does SSMC has any obligation or responsibility for:

a. The correctness and completeness of any document which was prepared by another entity.

b. The correctness and completeness of any drawing prepared by SSMC, unless it was duly signed and sealed by a registered…