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.

HW684

DC025B Completion February 17, 2023

This Task Assignment authorizes GHD Services, Inc. to conduct site assessment activities at the former Village Cleaners site located in Ellenton, Florida. All work will be conducted in accordance with the scope of work and cost proposal submitted on August 5, 2022.

Kevin Kane (850) 245-8971 Contractor Contractor

Contractor Contractor

Contractor Contractor

Contractor

GHD Services, Inc.

GHD Services, Inc.

Brian Moore (813) 257-0658

ERIC_4895

6324 US Highway 301 N, Ellenton, Manatee County

Village Cleaners

✔ $ 59,597.41

$ 59,597.41

Scope of Work

Brian Moore

Project Manager

Brian Moore Digitally signed by Brian Moore Date: 2022.08.15 16:01:49 -04'00'

Jennifer A. Farrell

Digitally signed by Jennifer Farrell Date: 2022.08.15 15:21:31 -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

Soil and Groundwater Sampling Summary 10/21/2022

IDW Manifests and Subcontractor Receipts 11/18/2022

Site Assessment Report + Project Management 11/18/2022

Subtask 2: Upon submittal and FDEP approval of the Soil and Groundwater Sampling Summary $ 40,149.92

Subtask 3: Upon submittal and FDEP approval of the IDW Manifests and Subcontractor Receipts $ 7,394.78

Subtasks 1 & 4: Upon submittal and FDEP approval of the Site Assessment Report + Project Management $ 12,052.71

$ 59,597.41

HW684

DC025B

Ron DeSantis Governor

Jeanette Nuñez Lt. Governor

Shawn Hamilton Secretary

TO:

FROM:

DATE:

SUBJECT:

FLORIDA DEPARTMENT OF

Environmental Protection

Bob Martinez Center 2600 Blair Stone Road

Tallahassee, FL 32399-2400

HW684 Contract File

Kevin Kane, Contract Manager

August 15, 2022

Task Assignment DC025B Village Cleaners

ERIC_4895

Assessment

This Task Assignment authorizes GHD Services, Inc. to conduct site assessment activities. Specific subtasks are detailed below:

Subtask 1: Project Management Project Management is calculated at 13% of the direct labor.

Subtask 2: Soil and Groundwater Sampling Soil sampling and groundwater profiling will be conducted in order to establish the extent of soil and groundwater impacts both vertically and horizontally. Soil sampling will include advancement of soil borings within and in the immediate vicinity of the former drycleaner with hand operated equipment and through the use of direct-push technology (DPT). Modified Active Gas Sampling (MAGS) will also be conducted as part of the soil assessment. One continuous soil boring will be completed to establish site lithologic conditions. The initial scope of work includes groundwater profiling at eight (8) exterior locations. All groundwater samples will be submitted to a Florida-certified laboratory for volatile organic analysis by EPA Method 8260. The initial soil sampling will involve the advancement of nine (9) shallow soil borings within and near the former drycleaner facility. All soil samples will be submitted to a fixed laboratory for analysis for the presence of volatile organic compounds (VOCs). Following soil sampling, piezometers will be installed at five (5) locations. The piezometers will be constructed with 2-inch PVC well screens across the vadose zone. Following installation, MAGS will be conducted and soil gas samples will be gathered for field screening and fixed laboratory analysis for the presence of VOCs by Method TO-15. During the same mobilization, permanent monitor wells will be installed. At this time, up to six (6) shallow and one deep well are planned for installation. One of the shallow wells will be installed within the facility using hand operated equipment. Well locations and construction details will be provided to the Department for approval prior to installation. Following installation, the wells will be surveyed and sampled in accordance with FDEP SOPs. Groundwater samples will be submitted to a fixed laboratory for VOC analysis by EPA Method 8260.

Subtask 3: Surveying/IDW Disposal Following all field activities, a surveyor will be subcontracted to develop a site plan and survey elevations of all sample locations. Investigation derived waste (IDW) disposal is anticipated and has been accounted for under this subtask. Subcontractors for IDW disposal were chosen on a lowest-cost basis.

Subtask 4: Site Assessment Report Upon receipt of analytical data, a Site Assessment Report (SAR) will be prepared. The SAR will include a summary of field methodology, field screening data, and laboratory analytical results. The SAR will also include conclusions and recommendations. The recommendations may include the use of active remediation to mitigate identified impacts.

GHD and the FDEP confirmed on August 9, 2022, that an Access Agreement with the current real property owner of the aforementioned site has been executed.

This work will be conducted in line with the scope of work included with GHD’s proposal, received August 5, 2022. Documentation of the costs is included in the attached CEF, Level-of-Effort sheets, and proposal letter. The final deliverable due date is November 18, 2022, and the completion date for the task assignment is February 17, 2023.

The final cost total for Task Assignment DC025B is $59,597.41.

FDEP COST ESTIMATEContractor: GHD Services Inc.

Date: 08/15/22

Task #: DC025B SubTask 1 Project Management SubTask 6

Site: Village Cleaners SubTask 2 Soil and Groundwater Sampling SubTask 7

Activity/Phase: Assessment SubTask 3 IDW Management and Surveying SubTask 8

Project Manager: Brian Moore, PE SubTask 4 Site Assessment Report SubTask 9

SubTask 5 SubTask 10

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

$40.12 Project Manager JM 23.90 23.9 $0.00 Principal Engineer/Scientist 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $0.00 Technical Director 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

$46.33 Sr Professional Engineer JH 8.00 0.00 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 $0.00 Senior Project Manager 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

$43.28 Professional Engineer/Sc GE 89.00 43.00 0.00 46.00 0.00 0.00 0.00 0.00 0.00 0.00 $39.82 Project Engineer/Scientis TC 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $40.12 Project Manager/ Engine JM 20.00 12.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $33.17 Staff Engineer/Scientist DB 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $32.40 Data Analyst JL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $43.35 Field Manager OT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $19.76 Senior Technician SA 37.00 37.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $19.65 Senior Technician SC 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $23.69 Senior Technician WM 35.50 35.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $18.58 Junior Technician WO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $18.75 Junior Technician JM 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $29.69 Drafting Technician PM 14.00 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 $22.44 Administrative Assistant DA 16.00 0.00 0.00 16.00 0.00 0.00 0.00 0.00 0.00 0.00

$0.00 Driller 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $0.00 HSEQ&R Manager 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 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 0 0 0 0 0 0 0 0 0

Total Hours 243.40 23.90 127.50 8.00 84.00 0.00 0.00 0.00 0.00 0.00 0.00

Direct Labor $8,330.11 $958.33 $3,914.60 $320.96 $3,136.22 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Overhead 129.80% $10,812.48 $1,243.91 $5,081.15 $416.61 $4,070.81 $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 37.80% $3,148.78 $362.25 $1,479.72 $121.32 $1,185.49 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Labor $22,291.37 $2,564.49 $10,475.47 $858.89 $8,392.52 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Travel Vehicle Rental $1,040.00 $960.00 $80.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

REV: 02/03 Page 1

FDEP COST ESTIMATEContractor: GHD Services Inc.

Date: 08/15/22

Task #: DC025B SubTask 1 Project Management SubTask 6

Site: Village Cleaners SubTask 2 Soil and Groundwater Sampling SubTask 7

Activity/Phase: Assessment SubTask 3 IDW Management and Surveying SubTask 8

Project Manager: Brian Moore, PE SubTask 4 Site Assessment Report SubTask 9

SubTask 5 SubTask 10

Totals 1 2 3 4 5 6 7 8 9 10 Mileage Costs $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Air Fare $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Per diem + Hotel $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Travel $1,040.00 $960.00 $80.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

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

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

Subcontractor (Services Procurement) Drilling (Conventional) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Drilling (Non-conventional) $10,404.00 $10,404.00 $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 $5,245.00 $0.00 $5,245.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

IDW $220.00 $0.00 $220.00 $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

$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 $15,869.00 $10,404.00 $5,465.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Handling Fee $1,586.90 $1,040.40 $546.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $17,455.90 $11,444.40 $6,011.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Laboratory Analytical Costs $13,070.00 $12,770.00 $300.00 $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 $558.50 $500.00 $58.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Laboratory $13,628.50 $13,270.00 $358.50 $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 $320.00 $320.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Drilling related) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Analytical related) $2,017.50 $2,017.50 $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) $615.00 $615.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Field Expenses $2,952.50 $2,952.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subtotal $57,368.27 $2,564.49 $39,102.37 $7,308.89 $8,392.52 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Completion Fee $2,229.14 $256.45 $1,047.55 $85.89 $839.25 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Total Estimated Cost $59,597.41 $2,820.94 $40,149.92 $7,394.78 $9,231.77 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

REV: 02/03 Page 2

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Village Cleaners SUBTASK 2: Soil and Groundwater Sampling

DATE: 08/15/22

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Project Manager JM Arrange for Site Access with owner 2 Project Manager JM Utility Locate 1 Project Manager JM Prepare Site HASP 3 Project Manager JM Prepare field scope of work (DP, soil, MAGS) 1.5 Project Manager JM Prepare sample kit request (soil, groundwater, soil gas) 1.5 Project Manager JM Prepare daily summary reports of assessment results (1 hour per day) 3

Senior Geologist GE Mob/demob (4 days) 6 Senior Geologist GE direct push sampling oversight (2.5 days) 23.5 Senior Geologist GE Well Installation (1.5 days) 13.5

Senior Technician WM Mob/demob (4 days) 6 Senior Technician WM Concrete Coring/Soil Boring Advancement and Screening (9 locations) 9 Senior Technician WM Install 5 piezometers for MAGS (1 hr each) 5 Senior Technician WM Install interior monitor well (3 hours) 3 Senior Technician WM Conduct MAGS (5 locations) 5 Senior Technician WM Backfill/Restoration (4 locations) 2 Senior Technician WM Round of Water Levels (7 total) 1 Senior Technician WM Groundwater Sampling (3 wells) 4.5

35.5

Senior Technician SA Mob/demob (4 days) 6 Senior Technician SA Concrete Coring/Soil Boring Advancement and Screening (9 locations) 9 Senior Technician SA Install 5 piezometers for MAGS (1 hr each) 5 Senior Technician SA Install interior monitor well (3 hours) 3 Senior Technician SA Conduct MAGS (5 locations) 5 Senior Technician SA Backfill/Restoration (3 locations) 2 Senior Technician SA Round of Water Levels (7 total) 1 Senior Technician SA Groundwater Sampling (4 wells) 6

TOTAL LABOR 127.5

VEHICLE TYPE RATE UNIT USEAGE

Geologist Company Truck $480.00 week 1 $480.00 Sr Tech Company Truck $120.00 day 4 $480.00

TOTAL VEHICLE $960.00

PER DIEM STAFF RATE UNIT USEAGE

$0.00

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Groundwater Protection Mobilization 1 each $800.00 $800.00 Groundwater Protection Per Diem 3 night $250.00 $750.00 Groundwater Protection DPT Rig 3 day $1,600.00 $4,800.00 Groundwater Protection DPT Rig 1 1/2 day $1,100.00 $1,100.00 Groundwater Protection Macrocore Liners 15 each $3.00 $45.00 Groundwater Protection Water sample exp 32 each $12.00 $384.00 Groundwater Protection Borehole grouting 9 each $15.00 $135.00 Groundwater Protection 1" PVC Well 115 ft $4.00 $460.00 Groundwater Protection Preack screen 6 each $175.00 $1,050.00 Groundwater Protection Completion 6 each $125.00 $750.00 Groundwater Protection Drums 2 each $65.00 $130.00

TOTAL $10,404.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

Volatile Organics (full range) Soil $150.00 30 $4,500.00 Volatile Organics (full range) Groundwater $150.00 46 $6,900.00 TO-15 (VOCs) Soil Gas $200.00 5 $1,000.00 TOC walkley black soil $36.00 5 $180.00 density soil $25.00 5 $125.00 moisture soil $13.00 5 $65.00 Shipping (large cooler) overnight - soil $150.00 1 $150.00 Shipping (small cooler) 2 day - soil TOC $52.00 1 $52.00 Shipping (large cooler) 2 day - DP GW $70.00 1 $70.00 Shipping (large cooler) overnight - soil gas $150.00 1 $150.00 Shipping (small cooler) 2 day - MW GW $52.00 1 $52.00

Ice $6.50 4 $26.00

TOTAL LAB $13,270.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Expendables

Expendables $40.00 day 8 $320.00

Equipment (Analytical Related)

Air Sampling Pump $27.00 Day 1 $27.00 Regenerative Blower $180.00 Day 1 $180.00 Portable generator $70.00 Day 1 $70.00 Vacuum Gages $19.00 Day 1 $19.00 anemometer $33.00 Day 1 $33.00 Tedlar Bags $20.00 Each 5 $100.00 Encore (for SPLP) $16.00 Each 30 $480.00 Soil sampling kit (through concrete) $235.00 Day 2 $470.00 Groundwater Sampling Kit $290.00 Day 2 $580.00 Poly Tubing $0.30 Ft 125 $37.50 Silicon Tubing $3.00 Ft 7 $21.00

Equipment (Other)

Total GPS Station $175.00 Day 1 $175.00 Well Screen (5 feet, 2-inch, 0.010-slot $31.85 each 5 $159.25 Well Point (2-inch) $7.55 each 5 $37.75 Well Riser (1-inch - 5 ft) $12.80 each 1 $12.80 Prepack (1-inch 5 ft) $76.00 each 1 $76.00 Boltdown Manhole (6") $25.70 Each 6 $154.20

$0.00

TOTAL EQUIPMENT $2,952.50

FINAL --7/24/96

SUBTASK 3: IDW Management and Surveying

DATE: 08/15/22

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Project Manager JM Complete waste profile, transmit waste manifest 4 Project Manager JM IDW Pickup and sign manifest 4

TOTAL LABOR 8

VEHICLE TYPE RATE UNIT USEAGE

Automobile $80.00 day 1 $80.00

TOTAL VEHICLE $80.00

PER DIEM STAFF RATE UNIT USEAGE

$0.00

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Erwin Remediation IDW Drum Dispos 2 drum $110.00 $220.00 Survtech Site Survey 1 each $5,245.00 $5,245.00

TOTAL $5,465.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

Volatile Organics (full range) Soil $150.00 1 $150.00 Volatile Organics (full range) Groundwater $150.00 1 $150.00 shipping small cooler (2 day) $52.00 1 $52.00

Ice $6.50 1 $6.50

TOTAL LAB $358.50

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Expendables

Equipment (Analytical Related)

$0.00

Equipment (Other) $0.00

TOTAL EQUIPMENT $0.00

SUBTASK 2: Site Assessment Report

DATE: 08/15/22

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Professional Scientist GE Site History (SAR) 4 Professional Scientist GE Regional Geology - Site Specific Lithology (SAR) 2 Professional Scientist GE Soil Sampling Methods (SAR) 2 Professional Scientist GE Soil Sampling Results (SAR) 2 Professional Scientist GE MAGS point installation methods (SAR) 2 Professional Scientist GE MAGS Procedures (SAR) 2 Professional Scientist GE MAGS Results (SAR) 2 Professional Scientist GE Direct Push Profiling Methods (SAR) 2 Professional Scientist GE Direct Push Profiling Results (SAR) 2 Professional Scientist GE Monitor well installation methods (SAR) 3 Professional Scientist GE Groundwater sampling methods (SAR) 2 Professional Scientist GE Groundwater flow evaluation (SAR) 2 Professional Scientist GE Groundwater water quality parameter results (SAR) 2 Professional Scientist GE Groundwater analytical data results (SAR) 4 Professional Scientist GE Conceptual Site Model (SAR) 4 Professional Scientist GE Findings (SAR) 3 Professional Scientist GE Laboratory Data Validation (SAR) 2 Professional Scientist GE Conclusions and Recommendations (SAR) 4

Sr. Professional Engineer JH Conlusions and recommendations (SAR) 4 Sr. Professional Engineer JH Natural Attenuation Results (SAR) 4

Drafting Technician PM Draft Figures (site location/layout/site plan) 4 Drafting Technician PM Prepare DP groundwater analytical figure 2 Drafting Technician PM Prepare soil analytical figure 2 Drafting Technician PM Prepare MAGS analytical figure 2 Drafting Technician PM Prepare groundwater flow figures 2 Drafting Technician PM Prepare groundwater monitor well results figure 2

Staff Assistant DA Data Entry (field data to report tables) 8 Staff Assistant DA Prepare Summary Tables from lab EDDs 4 Staff Assistant DA Prepare final SAR (pdf) 4

TOTAL LABOR 84

VEHICLE TYPE RATE UNIT USEAGE

TOTAL VEHICLE $0.00

PER DIEM STAFF RATE UNIT USEAGE

$0.00

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

$0.00 $0.00 $0.00

TOTAL $0.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

$0.00 $0.00

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Expendables

Equipment (Analytical Related) $2.00 $0.00 $0.00

Equipment (Other) $0.00 $0.00

TOTAL EQUIPMENT $2.00

COST PROPOSAL FOR TASK DC025B

<Village Cleaners/FDEP ERIC_4895>

< Site Assessment>

1. INTRODUCTION: <DISCUSS SCOPE OF WORK, DATES >

GHD Services Inc. (GHD) submitted a Site Assessment Workplan for the Village Cleaners site located in Ellenton, Manatee County, in July 2022. The Site Assessment Workplan detailed an approach to determining the extent of contamination in soil and groundwater both vertically and horizontally. Task DC025B includes initial site assessment activities including soil sampling, modified active gas sampling (MAGS), discrete groundwater profiling using direct push technology (DPT), monitor well installation, and groundwater sampling

Subtask 1: Project Management Subtask 1 includes all tasks associated with project management of the site assessment activities at the Village Cleaners site.

Subtask 2: Soil and Groundwater Sampling Initially, GHD will coordinate site access with the current property owner. Additionally, GHD will negotiate subcontract agreements for drilling waste disposal services.

Following initial contracting activities, GHD will mobilize to the subject site with the selected direct-push contractor. Soil sampling and groundwater profiling will be conducted in order to establish the extent of soil and groundwater impacts both vertically and horizontally. Soil sampling will include advancement of soil borings within and in the immediate vicinity of the former drycleaner with hand operated equipment and through the use of direct-push technology (DPT). Modified Active Gas Sampling (MAGS) will also be conducted as part of the soil assessment. One continuous soil boring will also be completed to establish site lithologic conditions.

The initial scope of work includes groundwater profiling at eight (8) exterior locations. At each location, direct-push tooling will be advanced to the desired depths and discrete groundwater samples will be gathered for fixed laboratory analysis. For planning purposes, it is assumed that discrete groundwater samples will be gathered from the surface of the groundwater, 10, 20 feet, 30 feet, 40 feet, and 50 feet below land surface. All groundwater samples will be submitted to a Florida-certified laboratory for volatile organic analysis by EPA Method 8260.

The initial soil sampling will involve the advancement of nine (9) shallow soil borings within and in close proximity to the former drycleaner facility. Soil borings will be advanced with a stainless steel hand auger and soil samples will be collected from 0-0.5’, 0.5-2.0’, and 2’ intervals until refusal or the water table. All soil samples will be submitted to a fixed laboratory for analysis for the presence of volatile organics (VOCs).

Following soil sampling, piezometers will be installed at five (5) locations. The piezometers will be constructed with 2-inch PVC well screens across the vadose zone. Following installation, MAGS will be conducted and soil gas samples will be gathered for field screening and fixed laboratory analysis for the presence of VOCs by Method TO-15.

During the same mobilization, permanent monitor wells will be installed. At this time, up to six (6) shallow and one deep well are planned for installation. The 6 shallow wells will be installed to approximate depths of 15 ft bls. One of the shallow wells will be installed within the facility using hand operated equipment. The wells will be screened to straddle the water table. The deep well is proposed for a total depth of 40 feet and will be screened between 35 and 40 feet, depending on site lithology. Well locations and construction details will be provided to the Department for approval prior to installation. Following installation, the wells will be surveyed and sampled in accordance with FDEP SOPs. All of the groundwater samples will be submitted to a fixed laboratory for VOC analysis by EPA Method 8260.

Subtask 3: Surveying/IDW Disposal Following all field activities, a surveyor will be subcontracted to develop a site plan and survey elevations of all sample locations. Investigative Derived Waste (IDW) will be disposed of at an appropriate off-site facility. GHD will coordinate manifest generation and IDW pickup.

Subtask 4: Site Assessment Report Upon receipt of analytical data, a Site Assessment Report (SAR) will be prepared. The SAR will include a summary of field methodology, field screening data, and laboratory analytical results. The SAR will also include conclusions and recommendations. The recommendations may include the use of active remediation to mitigate identified impacts.

Deliverables:

Deliverable Deliverable Due Date Field notes, soil and groundwater data, MAGS data, and subcontractor receipts 10/21/22

IDW Manifests and subcontractor receipts 11/18/22

Site Assessment Report 11/18/22

Drilling

Mobilization $800.00 each 1 $800.00 $500.00 each 1 $500.00 $1,250.00 each 1 $1,250.00 Litho Boring $625.00 each 0 $0.00 $625.00 each 1 $625.00 $675.00 each 1 $675.00 DP profile $315.15 each 0 $0.00 $315.15 each 8 $2,521.20 $775.00 each 8 $6,200.00 shallow wells $1,305.00 well 0 $0.00 $1,305.00 well 5 $6,525.00 $975.00 well 5 $4,875.00 deep well $2,500.00 well 0 $0.00 $2,500.00 well 1 $2,500.00 $1,675.00 well 1 $1,675.00 drums $65.00 drum 2 $130.00 $50.00 drum 6 $300.00 $75.00 drum 12 $900.00 permits $175.00 each 0 $0.00 $175.00 each 2 $350.00 $200.00 each 1 $200.00 Per Diem $250.00 night 3 $750.00 DPT rig $1,600.00 day 3 $4,800.00 DPT rig $1,100.00 1/2 day 1 $1,100.00 Macrocore liner $3.00 each 15 $45.00 water sampler $12.00 each 32 $384.00 grouting $15.00 each 9 $135.00 well material $4.00 ft 115 $460.00 prepack screen $175.00 each 6 $1,050.00 Completion $125.00 each 6 $750.00

$10,404.00 $13,321.20 $15,775.00

IDW

Soil IDW Drum $110.00 each 1 $110.00 $80.00 each 1 $80.00 $150.00 each 1 $150.00 GW IDW Drum $110.00 each 1 $110.00 $60.00 each 1 $60.00 $150.00 each 1 $150.00 Transportation $0.00 each 0 $0.00 $30.00 each 2 $60.00 $30.00 each 0 $0.00 Stop Fee $0.00 stop 0 $0.00 $50.00 stop 1 $50.00 $50.00 stop 0 $0.00

$220.00 $250.00 $300.00

Surveying

Site Survey $5,245

GHD PDS

Erwin Clark

Groundwater Protection

Whatever Waste

Quantity Product Description Unit Price Ext Price

PROVIDED TO: SHIP TO:

GHD SERVICES, INC.

5904 HAMPTON OAKS PKWY STE F

TAMPA, FL 33610

HILLSBOROUGH

MEEGHAN CASEYATTN:

PINELLAS

LARGO, FL 33773

6462 125TH AVENUE N.

727-530-9581

***PICK UP***

ATLANTIC SUPPLY

800-752-9416

PO BOX 17620

CLEARWATER, FL 33762

Number: 25252 08/11/22Date:

Page: 1 of 1

Q-

SalespersonTerms

NET 30 8

Your Reference

MEEGHAN

Ship ViaDescription

Product Code

QUOTATION

5.00 SCH40 2"X5' .010 FT SCREEN 159.25 31.8500A2ST4020005010

5.00 SCH40 2" FEMALE FT POINT 37.75 7.5500PNTA2F40200

1.00 SCH40 1"X5' FT CASING 12.80 12.8000A8CT4010005

1.00 PREPACK 1"X5' SCREEN FT .010 76.00 76.0000PP1X5010ADS

6.00 MANHOLE 6"X7-1/2" BOLT DOWN 154.20 25.7000A0721-106

TOTAL: $470.80

Subtotal: $440.00

QUOTATION

TAMPA BAY 727-530-9581

RIVIERA BEACH 561-844-3130

ORLANDO 407-246-6516

JACKSONVILLE 904-260-4288

ALABAMA 334-280-2712

Sales Tax: $30.80

THIS QUOTE IS GOOD FOR 30 DAYS

PLEASE CALL THE ORIGINATING

STORE TO PLACE YOUR ORDER,

OR IF YOU HAVE ANY QUESTIONS

REGARDING THIS QUOTE.

Sonic Auger DPT Injection Well Abandonment

DATE: 8/2/2022

ESTIMATE #: 822003

PROJECT DESCRIPTION:

ID QTY Unit Rate TOTAL

1 1 ls 800.00$ 800.00$

2 3 night 250.00$ 750.00$

3 DPT Rig and Crew 3 day 1,600.00$ 4,800.00$

3a DPT Rig and Crew 1 1/2 day 1,100.00$ 1,100.00$

4 Materials: Macrocore Liners 15 each 3.00$ 45.00$

5 Materials: Water Sample Expendables 32 each 12.00$ 384.00$

6 Materials: Borehole Grouting w/Concrete Patch 9 each 15.00$ 135.00$

7 Materials: 1" PVC Well 115 foot 4.00$ 460.00$

8 Materials: (2) 1" x 5' PVC .010 Prepack Screen, 3" Exp Point 6 each 175.00$ 1,050.00$

9 Materials: 1" x 5' PVC .010 Prepack Screen, 3" Exp Point each 100.00$ -$

10 8" Bolt Down Completion w/2' x 2' Pad 6 each 125.00$ 750.00$

11 Well Development (Includes 1/2 Hour w/ Pump) 6 each 75.00$ Included

12 Additional Well Development 0 1/2 hour 75.00$ -$

13 55 gallon drums: (Soil) (Estimated) 1 each 65.00$ 65.00$

14 55 gallon drums: (Water) (Estimated) 1 each 65.00$ 65.00$

15 -$

Subtotal 10,404.00$

Todd Hodgson

Todd Hodgson TOTAL 10,404.00$ Partner

"Borehole clearance beyond 20 minutes per boring may result in a change order for more time and other costs" ***Damages to utilities on private property during borehole clearance are the responsibility of the client***

Drum All Soils and Development Water

****Utility Locates on Private Property are the Responsibility of the Client*****

(1) 1" x 40' MW w/10' of .010" Prepack Screen, 2' x 2' Pad w/8" BD Completion - No Soil Sampling

Locations must be Accessible with Track Mounted DPT Rig

(5) 1" x 15' MW w/10' of .010" Prepack Screen, 2' x 2' Pad w/8" BD Completion - No Soil Sampling

(1) DPT Litho Soil Boring to 40' bls with Soil Screening to Depth (macrocores) and a Lab Sample ~40', grout up

(8) DPT Soil Sampling to ~7' (or GW Table) w/GW Grabs at 10', 20', 30' & 40' bls (4 Intervals per hole), grout up

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

"Actual Quantities & Days onsite will be invoiced"

Completion: 3.5 Days

DESCRIPTION

Permits: SWFLWMD-Not Applicable for FDEP Projects)

THANK YOU FOR YOUR BUSINESS!

Per Diem

Mobilization

DPT Soil Sampling/GW Sampling w/Well Installation

CUSTOMER

Ellenton, Manatee County, Florida

PROJECT

GHD

Tampa, Florida 33610

Village Cleaners 6324 US Hwy 301 North

Brian Moore, PE

5904 Hampton Oaks Circle, Suite F

(813) 257-0658

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

GHD SERVICES INC

REQUEST FOR DRILLING BIDS

Village Cleaners 6324 US Highway 301 North, Ellenton, Manatee County, Florida FDEP Drycleaner Program Site

GHD Services Inc. (GHD) is requesting bids for continuous soil sampling to depth and the construction of monitoring wells at the above-referenced project Site. The drycleaner is located at the eastern end of an existing strip mall. Underground utility services are assumed to be present and active.

Expected lithology beneath the site includes shallow sands overlying yellow-green gravelly clay transitioning to gray clay from depths of 5 to 10 ft bls. Hard limestone is expected between 10 and 15 ft bls, followed by interbedded layers of hard and stiff clay with limestone fragments to depths up to 40 ft bls. The depth to water at the site is expected to be on the order of 5 to 7 ft bls.

The Driller will provide cost estimates to obtain continuous soil samples using direct-push techniques at one (1) location, advance eight (8) direct-push profiling points, install five (5) shallow monitoring wells, and install one (1) deep well. GHD will obtain permission from the Owner and contact the statewide utility location services. The Driller will obtain all necessary well permits.

The following are the specifications:

Lithology Boring – one (1) Exterior Locations

1. The Driller will obtain continuous soil samples from surface to the total depth (40 feet) of investigation.

2. GHD desires to obtain representative soil samples from land surface to a projected total depth of 40 ft bls using hand auger and direct-push equipment.

3. Upon completion, the borehole shall be backfilled with Portland cement, or a Portland cement/bentonite mixture. The backfill material will be placed using a grout pump from the bottom up.

Direct-Push Sampling – eight (8) Exterior Locations

1. The Driller will obtain continuous soil samples from surface to the water table at all boring locations.

2. GHD desires to obtain representative soil and groundwater samples to a projected total depth of 40 ft bls at each location. Continuous soil samples will be collected from above the water table (estimated at 5 to 7 ft bls) and groundwater samples will be collected at approximately 10-ft intervals to the total depth, starting at the water table.

3. The boreholes shall be backfilled with Portland cement, or a Portland cement/bentonite mixture. The backfill material will be placed using a grout pump from the bottom up.

Exterior Shallow Monitoring Wells (5) Locations

1. During same mobilization, use direct-push techniques to install five exterior permanent monitoring wells. Driller shall specify the actual drilling method proposed. The actual depth will be determined in the field by GHD’s field representative based on the Site lithology and groundwater screening results. The projected total depths are 15 ft bls.

2. The wells will be constructed of 1-inch diameter, Schedule 40 PVC casing and 0.010-inch slotted, factory “pre-packed” screen.

3. The screened interval will be 10 feet in length, based on a field determination by GHD.

4. The remaining space between borehole wall and the well screen will be backfilled with 20/30 gradational silica sand up to approximately one foot above the well screen. A one foot section of fine (30/65 gradational silica) sand will be placed above the sand pack as a seal.

5. The sand pack and seal will be poured or tremied in place as the drive casing is removed. The Driller will ensure proper placement of sand and verify that the sand pack has not bridged. The depth to the top of the sand pack will be verified.

6. The annular area above the fine sand seal will be topped with neat cement grout to prevent surface runoff from entering the annular area.

7. The wells will be completed at ground surface with a flush-mounted concrete pad, bolt-down steel cover and water-tight locking cap.

Exterior Deep Monitoring Well

1. During same mobilization, use direct-push techniques to install one deep permanent monitoring well. Driller shall specify the actual drilling method proposed. The actual depth will be determined in the field by GHD’s field representative based on the Site lithology and groundwater screening results. The projected total depth is up to 40 ft bls.

2. The well will be constructed of 1-inch diameter, Schedule 40 PVC casing and 0.010-inch slotted, factory “pre-packed” screen.

3. The screened interval will be 5 to 10 feet in length, based on a field determination by GHD.

4. The remaining space between borehole wall and the well screen will be backfilled with 20/30 gradational silica sand up to approximately two (2) feet above the well screen. A two (2) foot section of fine (30/65 gradational silica) sand will be placed above the sand pack as a seal.

5. The sand pack and seal will be poured or tremied in place as the drive casing is removed. The Driller will ensure proper placement of sand and verify that the sand pack has not bridged.

The depth to the top of the sand pack will be verified.

The annular area above the fine sand seal will be topped with neat cement grout to prevent surface runoff from entering the annular area.

All down-hole tools will be steam-cleaned between locations.

Following installation, each well will be developed by overpumping until the discharge stream is free of visible sediments. GHD will oversee the development process and determine when the development is complete at each location.

All discharge water and drill cuttings will be containerized in 55-gallon drums suitable for later shipping. The Driller shall provide the cost per drum in the lump sum bids below.

If additional mobilizations are required, the bid rates provided will be used.

Bids must be submitted on the attached form to the contact shown below:

Brian Moore GHD Services Inc.

5904 Hampton Oaks Parkway, Suite F Tampa, Florida 33610

Phone: (813) 257-0658 Fax: (813)971-1862.

GHD BID FORM

Village Cleaners

6324 US Highway 301 North, Ellenton, Manatee County, Florida

ITEM 1 Mobilization Lump Sum Cost Per Mobilization: $

ITEM 2 Advance one (1) exterior lithology boring to 40 ft bls. Drum all wastes.

Lump Sum Cost per exterior lithology boring (est @ 40’) $ /Boring

ITEM 3 Advance eight (8) exterior direct-push profile borings with continuous soils above water table and groundwater profiling at app. 10 ft intervals to 40 ft bls. Drum all wastes.

Lump Sum Cost per exterior DP profile (est @ 40’) $ /Profile

ITEM 4 Install five (5) exterior shallow monitoring wells. Develop wells. Drum all wastes.

Lump Sum Cost per exterior Shallow Well (est @ 15’) $ /Well

ITEM 5 Install one (1) exterior deep monitoring well. Develop wells. Drum all wastes.

Lump Sum Cost per exterior Deep Well (est @ 40’) $ /Well

REQUIRED ADDITIONAL INFORMATION

Number of days required to complete DP Profiling: days

Number of days required to complete well network: days

Cost to supply, fill, and stage drums at central area: per drum

Number of drums required drums

Cost for well installation permits: each total

Bidder agrees that the proposed costs for the work specified in this bid package will be

500.00

$50.00

$175.00

$315.15

1305.00

$2,500

13721.20 good for a period of 180 days from the bid opening.

Name of Bidder Authorizing Signature and Title

Address Date

Meeghan Casey

5904 Hampton Oaks Parkway, Suite F Tampa, Florida 33610 7/25/2022

Executive Vice President

GHD SERVICES INC

REQUEST FOR DRILLING BIDS

Village Cleaners 6324 US Highway 301 North, Ellenton, Manatee County, Florida FDEP Drycleaner Program Site

GHD Services Inc. (GHD) is requesting bids for continuous soil sampling to depth and the construction of monitoring wells at the above-referenced project Site. The drycleaner is located at the eastern end of an existing strip mall. Underground utility services are assumed to be present and active.

Expected lithology beneath the site includes shallow sands overlying yellow-green gravelly clay transitioning to gray clay from depths of 5 to 10 ft bls. Hard limestone is expected between 10 and 15 ft bls, followed by interbedded layers of hard and stiff clay with limestone fragments to depths up to 40 ft bls. The depth to water at the site is expected to be on the order of 5 to 7 ft bls.

The Driller will provide cost estimates to obtain continuous soil samples using direct-push techniques at one (1) location, advance eight (8) direct-push profiling points, install five (5) shallow monitoring wells, and install one (1) deep well. GHD will obtain permission from the Owner and contact the statewide utility location services. The Driller will obtain all necessary well permits.

The following are the specifications:

Lithology Boring – one (1) Exterior Locations

1. The Driller will obtain continuous soil samples from surface to the total depth (40 feet) of investigation.

2. GHD desires to obtain representative soil samples from land surface to a projected total depth of 40 ft bls using hand auger and direct-push equipment.

3. Upon completion, the borehole shall be backfilled with Portland cement, or a Portland cement/bentonite mixture. The backfill material will be placed using a grout pump from the bottom up.

Direct-Push Sampling – eight (8) Exterior Locations

1. The Driller will obtain continuous soil samples from surface to the water table at all boring locations.

2. GHD desires to obtain representative soil and groundwater samples to a projected total depth of 40 ft bls at each location. Continuous soil samples will be collected from above the water table (estimated at 5 to 7 ft bls) and groundwater samples will be collected at approximately 10-ft intervals to the total depth, starting at the water table.

3. The boreholes shall be backfilled with Portland cement, or a Portland cement/bentonite mixture. The backfill material will be placed using a grout pump from the bottom up.

Exterior Shallow Monitoring Wells (5) Locations

1. During same mobilization, use direct-push techniques to install five exterior permanent monitoring wells. Driller shall specify the actual drilling method proposed. The actual depth will be determined in the field by GHD’s field representative based on the Site lithology and groundwater screening results. The projected total depths are 15 ft bls.

2. The wells will be constructed of 1-inch diameter, Schedule 40 PVC casing and 0.010-inch slotted, factory “pre-packed” screen.

3. The screened interval will be 10 feet in length, based on a field determination by GHD.

4. The remaining space between borehole wall and the well screen will be backfilled with 20/30 gradational silica sand up to approximately one foot above the well screen. A one foot section of fine (30/65 gradational silica) sand will be placed above the sand pack as a seal.

5. The sand pack and seal will be poured or tremied in place as the drive casing is removed. The Driller will ensure proper placement of sand and verify that the sand pack has not bridged. The depth to the top of the sand pack will be verified.

6. The annular area above the fine sand seal will be topped with neat cement grout to prevent surface runoff from entering the annular area.

7. The wells will be completed at ground surface with a flush-mounted concrete pad, bolt-down steel cover and water-tight locking cap.

Exterior Deep Monitoring Well

1. During same mobilization, use direct-push techniques to install one deep permanent monitoring well. Driller shall specify the actual drilling method proposed. The actual depth will be determined in the field by GHD’s field representative based on the Site lithology and groundwater screening results. The projected total depth is up to 40 ft bls.

2. The well will be constructed of 1-inch diameter, Schedule 40 PVC casing and 0.010-inch slotted, factory “pre-packed” screen.

3. The screened interval will be 5 to 10 feet in length, based on a field determination by GHD.

4. The remaining space between borehole wall and the well screen will be backfilled with 20/30 gradational silica sand up to approximately two (2) feet above the well screen. A two (2) foot section of fine (30/65 gradational silica) sand will be placed above the sand pack as a seal.

5. The sand pack and seal will be poured or tremied in place as the drive casing is removed. The Driller will ensure proper placement of sand and verify that the sand pack has not bridged.

The depth to the top of the sand pack will be verified.

The annular area above the fine sand seal will be topped with neat cement grout to prevent surface runoff from entering the annular area.

All down-hole tools will be steam-cleaned between locations.

Following installation, each well will be developed by overpumping until the discharge stream is free of visible sediments. GHD will oversee the development process and determine when the development is complete at each location.

All discharge water and drill cuttings will be containerized in 55-gallon drums suitable for later shipping. The Driller shall provide the cost per drum in the lump sum bids below.

If additional mobilizations are required, the bid rates provided will be used.

Bids must be submitted on the attached form to the contact shown below:

Brian Moore GHD Services Inc.

5904 Hampton Oaks Parkway, Suite F Tampa, Florida 33610

Phone: (813) 257-0658 Fax: (813)971-1862.

GHD BID FORM

Village Cleaners

6324 US Highway 301 North, Ellenton, Manatee County, Florida

ITEM 1 Mobilization Lump Sum Cost Per Mobilization: $

ITEM 2 Advance one (1) exterior lithology boring to 40 ft bls. Drum all wastes.

Lump Sum Cost per exterior lithology boring (est @ 40’) $ /Boring

ITEM 3 Advance eight (8) exterior direct-push profile borings with continuous soils above water table and groundwater profiling at app. 10 ft intervals to 40 ft bls. Drum all wastes.

Lump Sum Cost per exterior DP profile (est @ 40’) $ /Profile

ITEM 4 Install five (5) exterior shallow monitoring wells. Develop wells. Drum all wastes.

Lump Sum Cost per exterior Shallow Well (est @ 15’) $ /Well

ITEM 5 Install one (1) exterior deep monitoring well. Develop wells. Drum all wastes.

Lump Sum Cost per exterior Deep Well (est @ 40’) $ /Well

REQUIRED ADDITIONAL INFORMATION

Number of days required to complete DP Profiling: days

Number of days required to complete well network: days

Cost to supply, fill, and stage drums at central area: per drum

Number of drums required drums

Cost for well installation permits: each total

Bidder agrees that the proposed costs for the work specified in this bid package will be

1,250.00

675.00

775.00

975.00

1,675.00

2.5

2.0

$75.00

$200.00 good for a period of 180 days from the bid opening.

Name of Bidder Authorizing Signature and Title

Address Date

Preferred Drilling Solutions, Kevin Bonacum

8820 66th Street North, Pinellas Park, FL 33782 7/29/22

408 Ditmar Street

Pensacola, FL 32503

ErwinRemediation@Gmail.com - P.O. Box 884 Gulf Breeze, FL 32562

(850) 292-6511

To: Mr. Brian Moore

GHD

5904 Hampton Oaks Parkway – Suite F

Tampa, FL 33610

May 23, 2022

Re: Transportation and Disposal of Non-Hazardous Soil and Water – Florida

Mr. Moore:

The price for disposal of drums of non-hazardous soil or groundwater located in the State of Florida will be $110.00 per drum, for both transportation and disposal.

This pricing is valid for all regions in the State of Florida except for the Florida Keys.

Pricing for sites located in the Florida Keys will be bid on a case-by-case basis dependent on the volume of drums and the location.

This quote is valid for 180 days.

Respectfully, Jonathan Erwin

Erwin Remediation, Inc.

Email: ErwinRemediation@Gmail.com

Office: (850) 292-6511 mailto:Remediation@Gmail.com

6/28/22, 10:23 AM Clark Environmental Inc.: Quote Builder quote.clarkenvironmental.com/Quotes/ViewQuote?quoteId=19644 1/2

Quote Number: 19644

QUOTE

QUOTED TO: Brian Moore

QUOTE DATE: 1/1/2022

COMPANY NAME: GHD - 2022 QUOTED BY: Craig Burns

PHONE NUMBER:

Ext.

FAX NUMBER:

PROJECT REFERENCE: Drum Trans & Disposal for non-haz materials - Petro, Dry Cleaner & PFAS

CUSTOMER PO:

CONTACT EMAIL:

SITE ADDRESS: TBD

CLARK ENVIRONMENTAL, INC. IS PLEASED TO PROVIDE THE FOLLOWING

COST ESTIMATE FOR

THE SITE/ PROJECT LISTED ABOVE.

DESCRIPTION PRICE QTY. UNIT TOTAL

NON HAZ DRUM DISPOSAL**Soils, Solids, Sludges** $80.00 DRUM $0.00

NON HAZ DRUM DISPOSAL**Liquids, PPE, Pads/Rags** $60.00 DRUM $0.00

TRANSPORTATION: 0-100 miles from CLARK Mulberry FL <6 drums/site - surcharge of $50/site

$30.00 DRUM $0.00

TRANSPORTATION: 101-250 miles from CLARK Mulberry FL <6 drums/site - surcharge of $50/site

$40.00 DRUM $0.00

TRANSPORTATION: 251-400 miles from CLARK Mulberry FL <11 drums/site - surcharge of $200/site

$50.00 DRUM $0.00

Totes T&D is available. CLARK can also deliver new drums to each site if needed :$40 + tax

$0.00 . $0.00

HAZ Drums to be quoted case-by-case $0.00 . $0.00

OPTIONAL LINE ITEMS

***10% FSC applied to the total cost of the invoice*** $0.00 . $0.00

TOTAL REQUIRED ITEMS $0.00

TOTAL OPTIONAL ITEMS $0.00

GRAND TOTAL $0.00

NOTES: Rates apply for FL. Labs and profiles must be approved prior to pick ups.

**Petro Sites required: TCLP 4 metals & TCLP Benzene**Dry Cleaner Sites require 8260 VOH's** Craig Burns

863.327.6289 - cburns@clarkenv.com

This quote will remain valid for 2022 and based on payment in net 30 days. Quote based on an accepted and approved profile. Please sign and return to accept this quotation and by signing agree to all terms and conditions.

quote.clarkenvironmental.com/Quotes/ViewQuote?quoteId=19644 2/2

Name (print) Title

Signature Date

CLARK ENVIRONMENTAL, INC. * 755 Prairie Industrial Pkwy. * Mulberry, Florida 33860 Telephone: 863-425-4884 * Fax: 863-425-2854

WWW.ClarkEnvironmental.com

From: Craig Burns To: Brian Moore Subject: GHD_IDW Drum Rates FL Date: Tuesday, June 28, 2022 10:26:46 AM Attachments: image001.png image002.png image003.png image004.png image005.png GHD Drum Rates FL 2022.pdf

Here you go Brian. I do this for a lot of engineering/consulting firms.

Be aware of the low stop less than 6 drums at $50/flat Be aware of the 10% to the total cost for FSC (implemented April 15).

Pass around the GHD Florida offices

From: Brian Moore <Brian.Moore@ghd.com> Sent: Tuesday, June 28, 2022 10:05 AM To: Craig Burns <cburns@clarkenvironmental.com> Subject: IDW Drums

Craig, Is it possible to provide a generic quote for IDW water disposal.

Assumption is non-haz with necessary analytical Maybe provide a range of locations

South florida or central florida, or both?

Thanks in advance

We have many sites that we generate 1 gw drum of IDW and would like to streamline the vendor coordination

BRIAN MOORE PE

GHD

Proudly employee owned | ghd.com 5904 Hampton Oaks Parkway Suite F Tampa FL 33610 USA O 813 971 3882 D 813 257 0658 M 813 335 2147 E brian.moore@ghd.com

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