Funding Information:

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

Category Grant # Project # Year Amount

☐ Additional Funding Information attached on separate page.

Rev. 8/26/2020

STATE OF FLORIDA

DEPARTMENT OF ENVIRONMENTAL PROTECTION

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

1. TA Number: TA Completion Date:

TA Description:

2. Parties State of Florida Department of Environmental Protection (Department)

Department Project Manager: Department Project Manager Phone:

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

3. Project Number:

(If different from TA Number)

Project Location(s):

Project Name:

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

☐ Fixed Price:

☐ Fixed Unit Rate: (Extended Price)

☐ Cost Reimbursement:

Total TA Value:

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

Attachment 1:

☐ Additional Attachments (if necessary):

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

State of Florida Department of Environmental Protection

CONTRACTOR Department Name:

Title: Secretary or Designee

(Authorized Signature) (Authorized Signature) Date:

☐ Additional signatures attached on separate page.

HW685

DC040A Completion October 31, 2023

This Task Assignment authorizes WSP to conduct Supplemental Site Assessment activities in accordance with the April 12, 2023 Scope of Work, Cost Estimate, and Bid Documentation.

Opeyemi Kehinde 850-245-8887 Contractor Contractor

Contractor Contractor

Contractor Contractor

Contractor

WSP USA Inc.

WSP USA Inc.

Matt Crews 904-363-3430

ERIC_5404

152 A1A Ponte Vedra Beach, St. Johns County

Ponte Vedra Cleaners

✔ $ 54,102.09 ✔ $ 1,700.00

$ 55,802.09

Scope of Work

Matthew Crews

Environmental Engineer

4/20/2023

Crews, Matt (USMC700671) Digitally signed by Crews, Matt (USMC700671) Date: 2023.04.20 13:22:43 -04'00' jennifer Farrell

Digitally signed by Jennifer Farrell Date: 2023.04.19 12:36:53 -04'00'

N/A

Task Assignment Notification/Change Order Deliverables and Invoice Schedule Attachment

WCP TAFORM 04-2017

Contract Number:

Task Assignment #:

Deliverables:

Deliverable Deliverable Due Date

Invoice Schedule:

Requirements for Invoice Submittal Amount to be Invoiced

TOTAL COST

Subtask 2: E-mail summary with Field documentation; certified laboratory analytical reports; and IDW manifest 08/01/2023

Subtask 1 & 3: Supplemental Site Assessment Report; Project Management 09/30/2023

Subtask 4: Utility invoices 11th Quarter (February 2023) 12/01/2023

Email Submittal and FDEP approval of Subtask 2 – E-mail summary with Field documentation; certified laboratory analytical reports; and IDW manifest $ 43,428.75

Email Submittal and FDEP approval of Subtask 1 & 3 - Supplemental Site Assessment Report; Project Management $ 10,553.34

Email Submittal and FDEP approval of Subtask 4 - Utility invoices $ 1,820.00

$ 55,802.09

HW685

DC040A

FLORIDA DEPARTMENT OF

Environmental Protection

Bob Martinez Center 2600 Blair Stone Road

Tallahassee, FL 32399-2400

Ron DeSantis Governor

Jeanette Nuñez Lt. Governor

Shawn Hamilton Secretary

To:

From:

Date:

HW685 Contract Negotiation File Ponte Vedra Cleaners Ponte Vedra Beach, St. Johns County

ERIC_ 5404

Kehinde Opeyemi, Project Manager April 19, 2023

Subject: Negotiation Summary

HW685 DC040A

This Task Assignment authorizes WSP to conduct groundwater monitoring activities in accordance with the April 12, 2023, Scope of Work, Cost Estimate, and Bid Documentation.

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

Subtask 2: Supplemental Soil Assessment WSP will sample the following soil borings (SB-5, SB-8, SB-9, SB-10, SB-11, SB-12, SB-13, SB-14, SB-15, SB-17, SB-18, SB-21, SB-24, SB-1, SB-22, SB-25, SB-27, SB-31 & SB-32). Two soil borings will also be attempted to be advanced at borings SB-6 and SB-7 located inside of the building to collect verification soil samples from beneath the building slab. Soil samples will be collected at each boring from four depth intervals for laboratory analysis of CVOCs using U.S. Environmental Protection Agency (USEPA) Method 8021/8260B. WSP will also install six MAGS wells in order to conduct MAGS tests and sampling. Investigation-derived waste (IDW) will be temporarily stored in a 55-gallon drum. Capital Environmental Services was selected as the lowest responsive and responsible bidder for IDW drum treatment and disposal.

Subtask 3: Reporting WSP will submit the Supplemental Site Assessment Report deliverable to FDEP and whatever Waste.

Capital Environmental Services was selected as the lowest responsive and responsible bidder.

Subtask 4: Utilities 11th Quarter (February 2023) WSP will submit the utility costs of system operation for the period of time after the last O&M visit conducted on February 13, 2023 until the system is shut-off, at FDEPs direction and for any idle usage and fees until the system is either restarted or removed from the site. The utility service is provided through Beaches Energy Services.

WSP and the FDEP confirmed on April 19, 2023, that an Access Agreement with the current real property owner of the Ponte Vedra (ERIC_5404) site has been executed.

The FDEP Project Manager agrees to the scope of work and final cost associated with this Task Assignment. The final cost for this Task Assignment is $55,802.09 with 288 labor hours.

Printed on recycled paper.

FDEP COST ESTIMATE

Contractor: WSP USA, Inc.

Date: 4/12/2023

Task #: DC040A SubTask 1 Site: SubTask 2

Activity/Phase: SubTask 3 Project Manager: Opeyemi Kehinde SubTask 4

SubTask 5

Totals 1 2 3 4 5 Labor Rate Category

$65.42 Senior Consultant - X-12 SCHAEFER, GEOFF 16 10 6 0 0 $61.08 Senior Sci/Eng - X-11 GLOVER, TIM 0 0 0 0 0 $58.36 Senior Sci/Eng - X-11 QUINTIN, AMY 0 0 0 0 0 $57.69 Senior Sci/Eng - X-11 SAGAN, JENNIFER 0 0 0 0 0 $60.10 Senior Sci/Eng - X-11 ATWATER, DUSTIN 0 0 0 0 0 $54.23 Senior Sci/Eng - X-11 VOWLES, CORY 0 0 0 0 0 $51.82 Senior Sci/Eng - X-11 WHITE, RON 27 7 20 0 0 $48.99 Senior Sci/Eng - X-11 ARENBERG, ERIC 0 0 0 0 0 $56.52 Senior Sci/Eng - X-11 DAY, TIRRELL 0 0 0 0 0 $50.49 Senior Sci/Eng - X-11 AITHARAJU, ASHOK 0 0 0 0 0 $54.48 Senior Sci/Eng - X-11 BRUST, RENEE 0 0 0 0 0 $45.00 Senior Project Sci/Eng - P-10 MCCARTHY, JIM 0 0 0 0 0 $44.41 Senior Project Sci/Eng - P-10 BAIRD, SUZY 0 0 0 0 0 $42.42 Senior Project Sci/Eng - P-10 HANKS, STEPHEN 0 0 0 0 0 $37.53 Project Sci/Eng - P-9 TOMLINSON, NIC 42 36 6 0 0 $42.88 Senior Project Sci/Eng - P-10 GUATY, CARMEN 0 0 0 0 0 $31.17 Project Sci/Eng - P-9 PANICO, NICHOLE 0 0 0 0 0 $37.51 Project Sci/Eng - P-9 HORNE, ALEXANDRA 18 8 10 0 0 $32.98 Staff Sci/Eng - P-8 BURTON, GEORGE 10 0 10 0 0 $34.31 Staff Sci/Eng - P-8 MCMURRAY, BECKY 0 0 0 0 0 $27.37 Staff Sci/Eng - P-8 LAWSON, ZACHARY 84 84 0 0 0 $24.77 Staff Sci/Eng - P-7 JORDAN, DALTON 65 65 0 0 0 $28.18 Staff Sci/Eng - P-7 BROWN, ERIC 0 0 0 0 0 $23.74 Staff Sci/Eng - P-7 PECK, RENEE 0 0 0 0 0

Total Hours 288 26.0 210 52.0 0.0 0.0

Direct Labor $10,097.94 $1,161.71 $6,577.23 $2,359.00 $0.00 $0.00

Overhead 172.50% $17,418.95 $2,003.95 $11,345.72 $4,069.28 $0.00 $0.00 Gen & Admin 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 Total Labor $27,516.89 $3,165.66 $17,922.95 $6,428.28 $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 $2,196.00 $2,196.00 $0.00 $0.00 $0.00 Total Travel $2,916.00 $2,916.00 $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) Drilling (Conventional) $0.00 $0.00 $0.00 $0.00 $0.00 Drilling (Non-conventional) $7,415.00 $7,415.00 $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

IDW $600.00 $600.00 $0.00 $0.00 $0.00

Utilities $1,700.00 $0.00 $0.00 $1,700.00 $0.00 Utility Location $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 $9,715.00 $8,015.00 $0.00 $1,700.00 $0.00 Handling Fee $921.50 $801.50 $0.00 $120.00 $0.00 Total Subcontractor Cost $10,636.50 $8,816.50 $0.00 $1,820.00 $0.00

Laboratory Analytical Costs $7,332.00 $7,332.00 $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 $7,782.00 $7,782.00 $0.00 $0.00 $0.00

Ponte Vedra Cleaners Project Management Supplemental Soil Assessment Reporting Utilities Feb/March 2023 - SVE System

Supplemental Site Assessment - Soil / MAGS

REV: 02/03 CEF WSP Page 5

FDEP COST ESTIMATE

Contractor: WSP USA, Inc.

Date: 4/12/2023

Task #: DC040A SubTask 1 Site: SubTask 2

Activity/Phase: SubTask 3 Project Manager: Opeyemi Kehinde SubTask 4

SubTask 5

Totals 1 2 3 4 5

Ponte Vedra Cleaners Project Management Supplemental Soil Assessment Reporting Utilities Feb/March 2023 - SVE System

Supplemental Site Assessment - Soil / MAGS

Field Expenses Personal Protection $0.00 $0.00 $0.00 $0.00 $0.00 Expendables $280.00 $280.00 $0.00 $0.00 $0.00 Equipment (Drilling related) $3,919.00 $3,919.00 $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) $0.00 $0.00 $0.00 $0.00 $0.00 Total Field Expenses $4,199.00 $4,199.00 $0.00 $0.00 $0.00

Subtotal $53,050.39 $3,165.66 $41,636.45 $6,428.28 $1,820.00 $0.00 Completion Fee $2,751.70 $316.57 $1,792.30 $642.83 $0.00 $0.00

Total Estimated Cost $55,802.09 $3,482.23 $43,428.75 $7,071.11 $1,820.00 $0.00

REV: 02/03 CEF WSP Page 6

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Ponte Vedra Cleaners SUBTASK 2: Supplemental Soil Assessment

DATE: 4/12/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF TITLE WORK DESCRIPTION HOURS

SCHAEFER, GEOFF Senior Consultant - X-12

WHITE, RON Senior Sci/Eng - X-11

TOMLINSON, NIC Project Sci/Eng - P-9

HORNE, ALEXANDRA Project Sci/Eng - P-9 8

LAWSON, ZACHARY Staff Sci/Eng - P-8 84

JORDAN, DALTON Staff Sci/Eng - P-7 65

TOTAL LABOR 210

VEHICLE TYPE RATE UNIT USEAGE

Truck $480.00 Per Week 1 $480.00 Truck $120.00 Per Day 2 $240.00

TOTAL VEHICLE $720.00

PER DIEM STAFF RATE UNIT USEAGE

Hotel 2 ZL/DJ/NT $135.00 day 6 $1,620.00 Per Diem 2 ZL/DJ/NT $36.00 day 8 $576.00

TOTAL PER DIEM $2,196.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Preferred Drilling MAGS Installation $7,415.00 Capital Environmental Services IDW Drum 4 drums $600.00

TOTAL $8,015.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

Chlorinated VOCs - EPA Method 8260B Groundwater Halocarbons Method 8260 Groundwater $73.00 0 $0.00 TCLP/SPLP Analysis Method 8260 Secondary $73.00 0 $0.00

Soil Halocarbons Method 8260 Primary $73.00 84 $6,132.00 SPLP Bottle Extraction Method 1311/1312 Secondary $45.00 0 $0.00

Air - MAGS VOC Soil Vapor TO-15 Vapor $200.00 6 $1,200.00

TOTAL LAB $7,332.00

SHIPPING RATE COSTING UNIT USEAGE TOTALS

Small - 0 to 25 LBS $110.00 Overnight 0 $0.00 Large - 25 to 50 LBS $150.00 Overnight 3 $450.00

TOTAL SHIPPING $450.00

Round trip mobilization from Destin (12 hours) (Conduct MAGS Tests), Conduct 6 MAGS tests and collect air samples including set-up and break down, Stage/De-stage for MAGS tests (2 days x 12 hours = 24)

Provide daily technical assistance during field events, interpret data received in the field to makle technical decisions (1 hour per day x 7 days)

ITEM

samples to lab samples to lab

Data entry for soil, MAGS, and DPT groundwater results Round trip travel from Tallahassee to site (2 round trips). Soil Sampling: Core thru asphalt & re-collect 84 soil samples (primary & split-samples) from 21 soil borings (See proposal for SBs) at 4 depth intervals per boring. Surface restoration as needed. Two locations will be located in the building and will require cutting carpet & coring thru concrete and repairing the carpet on the floor. MAGS: Install 6 MAGS wells (MAG-1 thru MAG-6) and 5 VMPs (VMP-1 thru VMP-5).

Complete MAGS investigation including set-up and breakdown (7 days x 12 hours per day = 84 hours).

Round trip travel from Tallahassee to site (1 round trip). Soil Sampling: Core thru asphalt & re-collect 84 soil samples (primary & split-samples) from 21 soil borings (See proposal for SBs) at 4 depth intervals per boring. Surface restoration as needed. Two locations will be located in the building and will require cutting carpet & coring thru concrete and repairing the carpet on the floor. MAGS: Install 6 MAGS wells (MAG-1 thru MAG-6) and 5 VMPs (VMP-1 thru VMP-5). Field event preparation for field event including decon of 84 hand augers (5 hours). (5 days x 12 hours per day = 60 hours).

Prepare Health and Safety Plan (2 hours). Data review, engineering calculations, and correspondence with DEP during MAGS as needed (3 hours per day x 2 days = 6 hours).

Prepare and submit interim deliverable (2 hours).

FINAL --7/24/96

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

$2,000.00 week 0 $500.00 day 1 $500.00

PID/FID $500.00 week 0 $0.00 for MAGS Test $125.00 day 1 $125.00

Concrete Core Drill $420.00 week 0 $0.00 $105.00 day 3 $315.00

Concrete Core Drill Bit $82.00 each 1 $82.00 Hand Augers $48.00 week 0 $0.00

$12.00 each 84 $1,008.00 Portable Generator $280.00 week 0 $0.00 5 KW $70.00 day 3 $210.00 Encore Sampler $16.00 day 84 $1,344.00 TerraCore Sampler $11.00 day 0 $0.00 55-Gallon Drum $100.00 each 1 $100.00 Tedlar Bags $20.00 each 3 $60.00 GPS $700.00 week 0 $0.00

$175.00 day 1 $175.00

TOTAL EQUIPMENT $3,919.00

Expendables Expendables $40.00 day 7 $280.00

SUBTOTAL $280.00

TOTAL FIELD EXPENSES $4,199.00

MAGS Investigation Kit

SUBTASK 3: Reporting

DATE: 4/12/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

SCHAEFER, GEOFF Senior Consultant - X-12 6

WHITE, RON Senior Sci/Eng - X-11 20

TOMLINSON, NIC Project Sci/Eng - P-9 6

HORNE, ALEXANDRA Project Sci/Eng - P-9 10

BURTON, GEORGE Staff Sci/Eng - P-8 10

TOTAL LABOR 52

Develop conclusions and recommendations and prepare final Site Assessment Report.

Prepare draft Site Assessment Report

Data entry for soil sample results (6 hours). Document production, Create PDF for Oculus (4 hours)

MAGS tables & calculations

Prepare Site Assessment Report figures

SUBTASK 4

DATE: 3/13/2023 (Originally submitted 9/28/22)

LABOR CATEGORY

STAFF-TITLE WORK DESCRIPTION HOURS

Project Manager O&M Specialist

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Beaches Energy Services Utilities - Feb 23, Mar 23 (~$750.00 x 2) + (4 months of idle fees x $50) $1,700.00 Beaches Energy Services Utility Handling Fee - Processing Fee ($20 x 6) $120.00

TOTAL $1,820.00

SUPPLIES ITEM RATE COSTING UNIT UNITS TOTALS

Expendables $40.00 per day $0.00

TOTAL SUPPLIES $0.00

TOTAL LABOR

Utilities Feb/March 2023

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: 4/12/23 FAC ID#: ERIC_5404

(6) 2" x approx. 5' MAGS wells with 4' .010 screen, drum cuttings, pad and 8" bolt-down manhole

(5) 2" x approx. 5' OW's with 4' .010 screen, drum cuttings, pad and 8" bolt-down manhole

Unit Unit Rate Number of Units Extended Price whole day $1,975.00 1 1,975.00$ half day $1,475.00 1 1,475.00$ per foot $23.00 45 1,035.00$ each $110.00 -$ each $45.00 -$ each $30.00 -$ per well $125.00 11 1,375.00$ roundtrip $750.00 1 750.00$ per crew / per night $450.00 1 450.00$ each $70.00 4 280.00$ each $75.00 1 75.00$ lump sum $300.00 -$ per day $100.00 -$

TOTAL QUOTE PRICE $7,415.00

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

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: 4/12/23

Days to Complete Scope of Work: 1.5

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

Steam Cleaner

Decon Pad

Other (specify)

DOT Approved 55-gal Drum

Per Diem

Mobilization

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

Permits

Well Completion (includes MH w/ cover, concrete pad, 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"

Site Name and Location: Ponte Vedra Cleaners

Consultant Name: WSP

PROPOSED SCOPE OF WORK:

152 A1A N, Ponte Vedra Beach, Clay County, FL

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

Well Materials, 2" MAG/OW Well Install

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

Drum cuttings, decon hand auger with alconox, drum decon water

Florida Department of Environmental Protection-Division of Waste Management-Bureau of Petroleum Storage Systems

PETROLEUM PREAPPROVAL PROGRAM

DIRECT PUSH TECHNOLOGY QUOTE FORM

Date:__8/2/2022____ FAC ID#: __

Contractor Name: ___WOOD / Tallahassee / Ron White_______

Site Name and Location: Ponte Vedra Cleaners / Ponte Vedra FL_

PROPOSED SCOPE OF WORK:

Install 11 wells to 5' with 5' of 2" screen, all finished with flush-mount pads. Provide 2 drums

Unit Unit Rate Number of Units Extended Price

Equipment Type: ___Geoprobe________________

Direct Push Daily Rate 1 - on-site day whole day $3,125.00 2 $6,250.00

Direct Push Half-Day Rate 1 - on-site half day half day $1,850.00 $0.00 Auger Attachment, 2" Well Install per foot $10.00 $0.00 Pre-Packed Well Screen (includes all materials) ID ______ 5' Length Pack OD _______ each $100.00 $0.00 Slotted PVC Well Screen (includes all materials) 5' Length Pack OD _______ each $50.00 11 $550.00 Well Riser (includes all materials) ID ______ 5' Length each $25.00 11 $275.00 Well Completion (includes MH w/ cover, concrete pad, and locking well cap) per well $200.00 11 $2,200.00

Mobilization - Heavy Duty Truck and Trailer roundtrip $1,000.00 $0.00 Per Diem per crew / per night $450.00 $0.00 DOT Approved 55-gal Drum each $100.00 2 $200.00

Permits 2 (Drilling or abandonment only; cost according to WMD & Local Municipalities) each $100.00 $0.00 Well Abandonment per foot $10.00 $0.00 Chainsaws for minor clearing per day $300.00 $0.00 ASV 135 Forestry Track with Cimaf Forestry Mulcher attachment per day $3,000.00 $0.00

TOTAL QUOTE PRICE $9,475.00

Notes:

1. Includes expendables, tubing, points, liners, caps, plugs, sawcuts, development, standby time, steamcleaning decon, and grouting.

2. Actual cost only (no markup allowed).

Days to Complete Scope of Work: __2____ Project No.: ___________________________

Subcontract Company Name: _____Probe Domain, Inc.____________________________________________________________________

Subcontract Mailing Address: _____3020 Thunder Road, Middleburg, FL 32068___________________________________

Signature and Title of Person Submitting Quote: ____PRESIDENT/_James R. Laymon / James R. Laymon_ Date: ___8/2/2022___

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

REVISED Ponte Vedra Cleaners Mags install.xlsxCopies of completed quote forms are to be submitted to BPSS Cleanup Team 5 Rev 9/25/02

June 16, 2021

Ron White, P.G.

Associate Geologist wood.

1441 Maclay Commerce Drive, Suite 102 Jacksonville, FL 32312

CEWW NO. 061521.1 – NON-HAZARDOUS WASTE DRUM TRANSPORT & DISPOSAL

GREATER JACKSONVILLE & TALLAHASSEE DRY CLEANER SITES

Good day Mr. White, Capitol Environmental Services, Inc. in association with Whatever Waste, LLC is pleased to provide this proposal for non-hazardous IDW drum transportation and disposal services to you and wood., from dry cleaners site.

Scope of Services:

• Assist with waste characterization and profiling non-hazardous waste drums containing IDW liquids or solids including soils at dry cleaner sites.

• Manifest, transport & dispose of 55-gallon waste drums containing IDW liquids or solids at permitted facilities.

TRANSPORTATION & DISPOSAL UM ESTIMATED

QUANTITY

UNIT PRICE $ TOTAL $

Greater Jacksonville & Tallahassee

Non-hazardous IDW Liquids or Solids Drums Each 55-gallon 150.00

Notes:

• Disposal acceptance includes review of a submitted non-hazardous waste profile, based on generator knowledge and the appropriate analytical data.

• Demurrage is charged after 1 hour waiting time on site at an hourly rate of $ 100.00. Jacksonville no load charge is $ 125.00 if drums are not available or accessible to pick up at the site.

• Drums must be in DOT shippable condition and staged at an accessible location and on a hard surface.

• Payment terms as established between wood. and Capitol Environmental Services.

Should you require additional information, or have any questions at all, please do not hesitate to contact John Russell, or me at 352-514-0604 or bfrenchman@capitolenv.com.

Sincerely yours, Brandt Frenchman Senior Business Manager www.capitolenv.com mailto:bfrenchman@capitolenv.com file://///CESIFP01/Users/TSRedirections/bfrenchman/AppData/Roaming/Microsoft/Word/www.capitolenv.com

3122 Mahan Dr. Ste 801-313 · Tallahassee, FL 32317 · 850-545-0672 · www.RNAConsultingGroup.com

Date: September 8, 2021 Estimate #21-031

Submitted to Ron White, P.G., Wood

Re: Drum Disposal

Project: Jacksonville Dry Cleaners

Address: Jacksonville, Florida

Proposal of RNA Consulting Group, LLC, organized and existing under the laws of the State of

Florida, agrees to do perform all the work described in the Contract Documents for the following unit prices or lump sum:

Task No.

Description Number Units/Qua ntity

Price Per Unit

Total Price

1 Drum Pickup and Disposal

1 Drum $200.00 $200.00

Estimate length of project 1 day Total Cost Estimate: $200.00

Notes: All taxes and delivery are included in costs. This quote is valid for 120 days.

Perma-Fix of Florida, Inc.

September 5, 2021

Wood PLC 1441 Maclay Commerce Drive, Suite 102 Tallahassee, Florida 32312

(850) 298-7715

Attention: Ron White, P.G.

Subject: Waste Quotation 2021-0177 Jacksonville Area Drycleaners, FL

Sent via email: ron.white@woodplc.com

Dear Mr. White:

On behalf of Perma-Fix Environmental Services, Inc. (Perma-Fix of Florida), I would like to thank you for the opportunity to provide you with this quotation outlining the costs associated with the drum transportation and disposal project for Baymeadows Place Cleaners in Jacksonville, FL. This quotation is based upon the info received via email on September 5, 2021. You stated that this work would require transport and disposal of 1 drum on a quarterly basis. Thus, this quote is showing the cost for 1 quarterly pickup since we weren’t given an end date for the work. Pricing is contingent upon review and plant approval of a signed Perma-Fix of Florida Waste Material Profile and wastes meeting the waste class specifications below.

We appreciate the opportunity to address your waste disposal needs and are pleased to submit the following quotation.

Disposal Quantity/Size Unit Price Est. Total IDW Non-Hazardous Water (PF #Pending) 1 x 55 gal $120.00 $120.00

Disposal Subtotal $120.00

Transportation Quantity Unit Price Est. Total LTL Transportation, per drum (55-gallon) 1 $40.00 $40.00 Transportation Stop Fee 1 $75.00 $75.00

Transportation Subtotal $115.00

Florida Hazardous Waste Fee: n/a 3.0% n/a Admin./Insurance Fee: $235.00 12.0% $28.20 e-Manifest Filing Fee: n/a $25.00 n/a Profile Fee: 1 $25.00 $25.00 Estimated Total: $288.20

Perma-Fix of Florida, Inc.

Included in Scope of Work:

• Current pricing is subject to change after 90 days.

• Payment terms are net 30 days with current credit application on file. Any remaining balance after the due date will be subject to a service charge of 1.5% per month – 18% annually. Payment-on-delivery options available with prior agreement.

• Transport the material on licensed waste hauling vehicle(s) to Perma-Fix of Florida TSD facility in Gainesville, FL.

• Transport the material on licensed waste hauling vehicle(s) to final disposal facilities.

• Obtain all necessary approvals, waste disposal scheduling, and proper disposition of all waste streams per Best Demonstrated Available Technology (BDAT).

• Dispose of all wastes per BDATs.

• Demurrage: One hour free loading. $110.00 per hour thereafter.

• No-Load Charge: Stop + LTL Fees (includes cancellation with less than 48 hours’ notice).

We look forward to being of service to you. If you have any questions, or if I can be of further assistance, please call me at (352) 395-1342.

Sincerely, Mervin W. Dale

Mervin W. Dale, P.G.

Manager, Support Services

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April 12, 2023

Mr. Opeyemi Kehinde Florida Department of Environmental Protection Waste Site Cleanup Section 2600 Blair Stone Road Tallahassee, FL 32399-2400

RE: Cost Proposal to Conduct Supplemental Site Assessment Activities

Ponte Vedra Cleaners 152 A1A Ponte Vedra Beach, St. Johns County, Florida FDEP FAC ID No: ERIC_5404 Task Assignment No: HW685-DC040A

Dear Mr. Kehinde, WSP USA Inc., (WSP) is pleased to provide this proposal for supplemental site assessment (SSA) activities for the Ponte Vedra Cleaners site in Ponte Vedra Beach, Florida (Figure 1).

This proposal was developed based on discussions between WSP and FDEP to complete the horizontal and vertical delineation of the identified chlorinated volatile organic compounds (CVOCs) in soils under the parking lot in the front of the strip mall. The cost estimate spreadsheets detailing the level of effort (LOE) necessary to conduct the described events are included as Attachment A. This proposal was originally submitted and approved by FDEP under Contract Number HW668 for Wood Environment & Infrastructure Solutions, Inc. This proposal is being resubmitted under Contract Number HW685. The events in this proposal are separated into the subtasks listed below which are detailed in the attached cost estimate spreadsheets.

Based on discussions during Wood’s Annual Contractor review meeting, and a telephone call with the FDEP Site Manager and Engineer on June 21, 2022, it was determined that the investigation will focus on determining the vertical and lateral extent of chlorinated drycleaning solvents contamination previously identified in soil, primarily under the parking lot of the strip mall emanating from the area near the front of the former drycleaning facility. WSP expects to complete this work in two mobilizations.

All sampling and field work activities will be conducted in accordance with FDEP Standard Operating Procedures (SOPs) for Field Activities (DEP-SOP-001/01) dated January 2017 (effective April 16, 2018).

Subtask 1 – Project Management To facilitate project quality and satisfactory completion of the proposed scope of work, all aspects of this project will be overseen by an experienced project manager. The project manager will be responsible for the schedule, budget, invoicing, project activities, and communications with DEP. Project management will include coordination of field activities;

resource allocation to confirm the work is conducted by qualified professionals in accordance with the project schedule; cost control and tracking of the budget status; and submission of project invoices in accordance with DEP Waste Site Cleanup Section requirements.

Mr. Opeyemi Kehinde 6783227011

Florida Department of Environmental Protection April 12, 2023

The project manager will be responsible for seeing that the work is conducted in a manner that is consistent with the requirements of the DEP-approved task assignment.

Subtask 2 – Supplemental Soil Assessment Assessment History

An area of soil contamination was identified during the site assessment activities performed in April and May 2015 (Figure 2). The source was identified to be in the vicinity of the former drycleaning machine and out the front door, as the facility does not have a rear door. Eighty-four mobile laboratory and six fixed-base laboratory samples were collected from the 28 soil borings performed across the Ponte Vedra Cleaners site to depths of approximately 4 feet bls (observed soil saturation at the time of collection).

Based on the collected data, three separate intervals (0 to 0.5 feet bls [vadose zone], 0.5 to 2 feet bls [vadose zone], and 2 to 4 feet bls [vadose zone]) have been identified to contain impacted soil. Based on the data obtained from the soil samples, there appeared to be two sources of CVOC contamination at the site: under the facility floor slab near the former drycleaning machine and in the front parking lot outside the front door of the facility. Soil borings SB-6 and SB-7 were advanced through the floor at the approximate location of the former drycleaning machine. Both samples contained PCE (SB-6, 0.60 mg/kg and SB-7, 0.75 mg/kg) at concentrations exceeding the SCTL for Leachability to Groundwater. Since additional borings could not be advanced inside the building, three borings (SB-3, SB-4 & SB-16) were advanced outside of the building to the west of the facility. Soil borings SB-3 and SB-4 did not contain any CVOCs above the method detection limit (MDL) and SB-16 only had a very low concentration of PCE.

More extensive soil contamination was observed outside the front of the facility beneath the asphalt parking lot. PCE contamination was detected above the SCTL Leachability to Groundwater criteria in one or more of the three depth interval samples collected from 16 soil borings. PCE concentrations that exceeded the SCTL in these soil samples ranged from 0.036 to 0.60 mg/kg. The vadose zone soil contamination in this area was delineated, however, the majority of the data was from the mobile laboratory, which has shown to not correlate well to fixed-base analytical samples.

Confirmatory analytical soil samples were collected from five locations (SB-6, 0-0.5 feet; SB-7, 2-4 feet; SB-15, 2-4 feet; SB-17, 0.5-2 feet; & SB-19, 0.5-2 feet). The fixed-base laboratory results indicated that the samples collected from soil borings SB-6 (3.1 mg/kg), SB-7 (3.4 mg/kg), SB-15 (0.13 mg/kg) and SB-17 (0.053 mg/kg) all contained PCE at concentrations exceeding the SCTL Leachability to Groundwater criteria. Additionally, the sample collected from soil boring SB-6 (0.16 mg/kg) also contained TCE at a concentration exceeding the SCTL Leachability to Groundwater criteria. As a result, the samples collected from SB-6 and SB-15 were analyzed by the synthetic precipitation leaching procedure (SPLP). The analytical results indicated that PCE was detected above the GCTL in the leachate samples for SB-6 (0 to 0.5 feet) at a concentration of 44 µg/L. These intervals are shown graphically on Figures 4A through 4C and also include analytical results. These figures present the extent of soil contamination based on soil OVA screening results and primarily mobile laboratory analytical data.

Proposed Scope of Work

Based on a recent meeting between WSP and WSCS staff on June 21, 2022, it was agreed upon that further assessment was needed to verify the extent contamination in the soil beneath the parking lot. During this event, a total of 21 soil borings will be advanced as detailed in the following sentences. It was agreed that each soil boring that historically had one or more exceedances of CVOCs, would be resampled at each depth interval. Based on this agreement, a total of 13 soil borings will be resampled in the front parking lot (SB-5, SB-8, SB-9, SB-10, SB- 11, SB-12, SB-13, SB-14, SB-15, SB-17, SB-18, SB-21, & SB-24) (Figure 1). Four soil borings (SB-1, SB-22, SB-25, and SB-27) in the front parking lot will be resampled as soil delineation borings. Additionally, two new soil borings (SB-31 & SB-32) will be advanced on the west side of the building behind the drycleaners building. Two soil borings will also be attempted to be advanced at borings SB-6 and SB-7 located inside of the building to collect verification soil samples from beneath the building slab. The inside of the building has been remodeled and new carpet and tile have been installed at these locations and are located within new massage rooms. Soil samples will be collected at each boring from four depth intervals (0 to 0.5 feet bls,

0.5 to 2 feet bls and 2 to 4 feet bls plus 4 to 6 feet bls based on the recent measured depth to groundwater) for laboratory analysis of CVOCs using U.S. Environmental Protection Agency (USEPA) Method 8021/8260B. The most recent depth to water in this area was approximately

6.5 feet below land surface (bls) during July 2022 O&M visit. The sample fraction will be collected from the bottom of each sample interval (i.e., 0.5, 2, 4 & 6 feet bls). Additionally, an SPLP sample fraction will be collected with each sample, to be analyzed in the event of an exceedance of any contaminants of concern. A total of 84 soil samples will be collected.

At each soil boring location being resampled, a new soil boring will be advanced right next to the original soil boring. The asphalt parking lot will be cored through using a concrete core machine. The samples will then be collected using pre-cleaned hand augers, with a new hand auger being used at each depth interval. Field decontamination will not be necessary because WSP will bring enough pre-cleaned, decontaminated hand augers to the field. The CVOC sample fraction will be collected directly from the hand auger using TerraCore samplers, and the SPLP fraction will be collected using a 25-gram EnCore™ sampler. Photoionization detection (PID) readings will not be collected from the soil samples. If a soil sample’s results exceed SCTLs, and the SPLP needs to be run on the sample, a change order will be submitted to add the SPLP extraction costs and the SPLP analytical costs. After the samples have been collected, the unused soil will be placed back into the boring from which it came. After the boring has been backfilled, it will be repaired using cold-mix asphalt.

Modified Active Gas Sampling Wells Installation – Per discussions with FDEP, WSP will install six MAGS wells in the front parking lot area in order to conduct MAGS tests and sampling (Figure 1). Six, 2-inch diameter, MAGS wells (MAGS-1 through MAGS-6) will be installed near the locations where the highest concentrations of soil contamination have been previously identified. The well screens will extend from 1-foot bls to 1-foot above the water table (approximately 5 feet bls based on recent depth to water measurements) and completed with 8-inch diameter manholes and concrete pads. Additionally, WSP proposes to install five vacuum monitoring points at strategically select distances from each MAGS well in order to collect vacuum and pressure readings during the MAGS tests. The vacuum monitoring points will be used to supplement the existing monitoring wells and MAGS wells to determine the radius of influence. Each vacuum monitoring point will be installed to the same depths as the MAGS wells (Figure 2).

The following week, WSP will mobilize back to the site to conduct the MAGS step-test on one of the newly installed MAGS wells. Each subsequent MAGS test will be performed at the optimum vacuum determined in the step-test. Each MAGS well will be attached to an appropriately sized blower and tested for the amount of time calculated to remove one, 30-foot radius, soil vapor volume. It is anticipated that each test will last from 30 to 60 minutes. During this time, the vapor will be monitored with a PID. Vacuum readings will be collected from monitoring wells, vapor monitoring points, and non-active MAGS wells as necessary based on proximity to the active MAGS wells. One vapor sample will be collected from each MAGS well at the end of the test for fixed-base laboratory analysis using USEPA Method TO-15.

Subtask 3 – Reporting

This subtask includes preparing a Supplemental Site Assessment Report detailing the SSA activities for the soil and soil vapor sampling activities including a summary of activities conducted, findings and results, tables and figures depicting the analytical results, and conclusions and recommendations.

Subtask 4 – Utilities 11th Quarter (February 2023)

Subtask 4 provides budget to cover the utility costs of system operation for the period of time after the last O&M visit conducted on February 13, 2023 until the system is shut-off, at FDEPs direction (~$750.00 per month) and for any idle usage ($50 x 4 months) and fees ($20 x 6 months) until the system is either restarted or removed from the site. The utility service is provided through Beaches Energy Services.

HEALTH AND SAFETY

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

COST AND SCHEDULE

The estimated cost to complete the proposed scope of work is $55,802.09. WSP is prepared to schedule the initial field work activities within 45 days of receipt of a signed task assignment based upon subcontractor availability. Currently, drilling subcontractors are booked through June 2023. The LOE/CEF sheets are included in Attachment A. Subcontractor quotes are included in Attachment B. The following table summarizes the proposed costs and deliverable schedule.

Task Proposed Cost Proposed Schedule and Deliverables

Subtask 1: Project Management $ 3,482.23 September 30, 2023

Subtask 2: Supplemental Soil Assessment $ 43,428.75

August 31, 2023 (Field documentation, non-hazardous waste manifest, and laboratory report submittal via email submittal)

Subtask 3: Reporting $ 7,071.11 December 1, 2023 (Supplemental Site Assessment Report)

Subtask 4: Utilities 11th Quarter (February 2023) $ 1,820.00 December 1, 2023 (Utility Invoices)

Total/Completion Date $55,802.09 October 31, 2023

Please let us know if there are any questions concerning this proposal. WSP appreciates the opportunity to assist the Waste Site Cleanup Section with this project.

Sincerely, WSP USA, Inc.

Ron White, P.G. Geoff Schaefer, P.E.

Lead Consulting Geologist Consulting Engineer

SITE LOCATION

AAF4308

1/2 Mile Radius

1/4 Mile Radius

N

SITE

SOURCE:

USGS Quadrangles:

JACKSONVILLE BEACH, FLA.

and

PALM VALLEY, FLA.

1964 - Revised 1992 Copyright 2013 Maptech

AAF4308

FIGURE:

DRAWNDESIGNED

DATENO. REVISIONS

CHECKED DATE

WSP USA Environment & Infrastructure, Inc.

Tallahassee, Florida

SITE VICINITY MAP

PONTE VEDRA CLEANERS

PROPOSAL

152 A1A SCENIC AND HISTORICAL COASTAL BYWAY

PONTE VEDRA BEACH, ST. JOHNS COUNTY, FLORIDA

FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION

RW GB

0 Aug-22 Initial Submittal

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AutoCAD SHX Text APPROXIMATE SITE LOCATION Section 16, Township 3 South, Range 29 East Latitude: 30° 14' 42.48" North Longtitude: 81° 23' 17.17" West

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AutoCAD SHX Text JEA Ponte Vedra Beach North Well #1 (JEA ID #PV72, SJRWMD #14728, FDOH #AAF4308)

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FIGURE:

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WSP USA Environment & Infrastructure, Inc.

Tallahassee, Florida

PROPOSED SOIL BORING LOCATIONS

PONTE VEDRA CLEANERS

PROPOSAL

152 A1A SCENIC AND HISTORIC COASTAL BYWAY

PONTE VEDRA BEACH, ST. JOHNS COUNTY, FLORIDA

FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION

RW GB

0 Jun-22 Initial Submittal

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AutoCAD SHX Text Analyte, if present, was at a concentration below its method detection limit

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PID PCE TCE

AutoCAD SHX Text NOTES: 1. Concentrations in milligrams per kilogram. Concentrations in milligrams per kilogram. 2. Bold concentrations exceed Soil Cleanup Bold concentrations exceed Soil Cleanup Target Levels (SCTL's) for Leachability. 4. Photo Ionization data concentrations in parts Photo Ionization data concentrations in parts per million (ppm).

AutoCAD SHX Text SOURCE: Florida Department Of Transportation (FDOT) Aerials dated 2013 and GEOLINE SURVEYING, INC. Special Purpose Survey dated September 10, 2015.

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FIGURE:

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Tallahassee, Florida

GROUNDWATER ANALYTICAL RESULTS - MICRO-WELLS

DECEMBER 15, 2021

PONTE VEDRA CLEANERS

PROPOSAL

152 A1A SCENIC AND HISTORIC COASTAL BYWAY

PONTE VEDRA BEACH, ST. JOHNS COUNTY, FLORIDA

FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION

RW GB

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5-21 MW-4I 10'-20' 0.48 U 0.46 U 0.48 U

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5-21 MW-8D 35'-40' 0.48 U 0.46 U 0.48 U

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5-21 MW-9I 15'-25' 0.48 U 0.46 U 0.48 U

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5-21 MW-10I 15'-25' 0.48 U 0.46 U 0.48 U 0.12 U

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5-21 MW-13I 10'-20' 0.48 U

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5-21 DUP-01 10'-20' 0.48 U

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5-21 MW-14I 15'-25' 0.48 U 0.46 U 0.48 U

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5-21 MW-16D 35'-40' 0.48 U 0.46 U 0.48 U

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5-21 MW-15I 14'-24' 0.48 U 0.46 U 0.48 U

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3-16 MW-3S 2'-12'

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8-18 MW-3S

AutoCAD SHX Text Not sampled, under new flooring

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12-21 MW-1I 10'-20' 31

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12-21 MW-13I 10'-20' 0.48 U

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12-21 MW-2I 10'-20' 0.48 U 0.46 U 0.48 U

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12-21 MW-3S 2'-12' 2.0 36

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12-21 MW-7I 15'-25' 0.46 U 3.4

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SCALE: 1 INCH =

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FEET

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AutoCAD SHX Text PLOTTED: March 9, 2023 - 1:59 PM, BY: Burton, George AMarch 9, 2023 - 1:59 PM, BY: Burton, George A - 1:59 PM, BY: Burton, George A1:59 PM, BY: Burton, George A, BY: Burton, George ABurton, George A

AutoCAD SHX Text P:\CAD\HW559\DRY CLEANING\PONTE VEDRA BEACH CLEANERS\PROPOSAL\2022-06\FIG-3.dwg

AutoCAD SHX Text NOTES: 1. Concentrations in micrograms per liter. Concentrations in micrograms per liter. concentrations exceed Groundwater Cleanup Target Levels (GCTLs). and red concentrations exceed GCTLs concentrations exceed GCTLs and Natural Attenuation Default Concentrations (NADCs).

AutoCAD SHX Text Analyte, if present, was at a concentration below its method detection limit

AutoCAD SHX Text U

AutoCAD SHX Text The reported value is between the laboratory method detection limit and the laboratory practical quantitation limit

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AutoCAD SHX Text Microwell location and designation

AutoCAD SHX Text DPT sample location and designation

AutoCAD SHX Text Piezometer location and designation

AutoCAD SHX Text Tetrachloroethene Trichloroethene cis-1,2 Dichloroethene Vinyl Chloride

AutoCAD SHX Text Extent of groundwater contamination above GCTLs

AutoCAD SHX Text PCE TCE cis-1,2 DCE VC