CN-370000-HW681-DC043B.pdf

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.

HW681

DC043B Completion May 28, 2025

This Task Assignment authorizes CDM Smith Inc. to conduct an initial site assessment at Touch of Class Cleaners - Vero Beach per their proposed scope of work submitted on

12JUN2024.

Benjamin Aoki 850-245-7527 Contractor Contractor

Contractor Contractor

Contractor Contractor

Contractor

CDM Smith Inc.

CDM Smith Inc.

Kara Fincham 904-527-6716

ERIC_4810

6640 20th Street, Vero Beach, Indian River County, Florida

Touch of Class Cleaners - Vero Beach

✔ $ 113,823.22

$ 113,823.22

Scope of Work

Leslie Samel

Vice President

Leslie Samel Digitally signed by Leslie Samel Date: 2024.06.26 10:36:35 -04'00'

Teresa Booeshaghi

Teresa Booeshaghi Digitally signed by Teresa Booeshaghi Date: 2024.06.26 08:52:23 -04'00'

6/26/2024

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

HW681

DC043B

Subtask 2: Site Preparation - Underground Utility and Boundary Survey, Paid invoices for subcontractors 09/14/2024

Subtask 3: Stage I Field Investigation - Laboratory analytical reports, field documentation, boring logs, data tables, paid invoices for subcontractors 10/29/2024

Subtask 4: Stage II Field Investigation - Laboratory analytical reports, field documentation, boring logs, data tables, paid invoices for subcontractors 12/28/2024

Subtask 1 & 5: Site Assessment Report; Project Management 03/28/2025

Subtask 2: Site Preparation - Underground Utility and Boundary Survey, Paid invoices for subcontractors $ 4,493.69

Subtask 3: Stage I Field Investigation - Laboratory analytical reports, field documentation, boring logs, data tables, paid invoices for subcontractors $ 65,031.20

Subtask 4: Stage II Field Investigation - Laboratory analytical reports, field documentation, boring logs, data tables, paid invoices for subcontractors $ 21,671.52

Subtask 1 & 5: Site Assessment Report; Project Management $ 22,626.81

$ 113,823.22

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

HW681 Contract File

Benjamin Aoki, Project Manager

21 June, 2024

Task Assignment DC034B Touch of Class Cleaners - Vero Beach

ERIC_4810

Initial Site Assessment will permit and abandon wells that are located within the excavation area. Wells will be abandoned bottom up using Portland cement grout. Completion reports will be obtained following well abandonment at wells MW002S, MW004S, MW004I, MW004D, MW005S, MW005I, MW005D, MW008S, MW008I, and MW008D.

This Task Assignment authorizes CDM Smith Inc., hereby referred to as CDM, to conduct Initial Site Assessment at Touch of Class Cleaners - Vero Beach, Indian River County, Florida (FL). Erwin Remediation (IDW Disposal), Site Lines LLC (Utility Locate), SurvTech (Surveying), and Environmental Drilling Services (Drilling) were selected as the lowest responsive and responsible bidders. Specific subtasks are detailed below:

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

Subtask 2: Site Survey The previous SAWP identified only a portion of the underground utilities. CDM will use a subcontractor to provide a complete survey of underground utilities. They will also subcontract a surveying company to conduct a boundary survey.

Subtask 3: Stage I Field Investigation CDM will start by taking a continuous lithologic boring immediately north of the facility using DPT. The target boring depth will be 50 feet (ft) below land surface (bls), refusal, or the top of the SAS limestone.

The Stage I Field Investigation will delineate the extent of volatile organic compounds (VOCs) exceeding Soil Cleanup Target Levels (SCTLs). Split soil samples will be collected and will be held for Synthetic Precipitate Leaching Procedures (SPLP) testing for samples that are below the direct-contact SCTL and above the default leachability SCTL.

Soil borings will be completed at eight (8) locations, and be installed using DPT. Soil samples will be collected at the following depths: 0-0.5 ft bls, 0.5-2 ft bls, and at 2-ft intervals thereafter to the water table (estimated at 5 ft bls). Soils samples will be submitted for analysis by EPA Method 8260 for VOCs.

Five (5) of the soil borings will be completed as vapor extraction wells (VEWs) for Modified Active Gas Sampling (MAGS) testing. The VEW well screens will be installed to a depth of one (1) ft above the water tables, and the top of the screen will terminate at ~1 ft bls.

recommendations, source removal activities will be conducted. The following sequence of activities is proposed for the source removal. The excavation activities will be conducted using a track-mounted excavator. Initially the deeper soils (up to 12 feet below land surface) with impacts will be excavated, stockpiled, and loaded for offsite disposal. Once the deeper

MAGS testing will be performed for each VEW in general accordance with the Modified Active Gas Sampling Manual dated 12OCT2004.

Following MAGS testing, vertical groundwater profiling will be conducted at eight locations using a DPT drill rig equipped with a groundwater screen point sampling system. Groundwater samples will be collected at the following depth intervals: 8-12 ft bls, 16-20 ft bls, 26-30 ft bls, 36-40 ft bls, refusal or limestone. Samples will be tested for VOHs by EPA Method 8260.

IDW collected will be characterized and transported for off-site disposal.

Subtask 4: Stage II Field Investigation CDM plans to install five (5) permanent groundwater monitoring wells. Prior to installation, continuous soil cores will be collected to the total depth. Using DPT, four

(4) shallow zone wells will be installed to a total depth of 15 ft bls. Using hollow stem augers, one intermediate monitoring well will be constructed.

Following installation, the wells will be purged and sampled for VOCs, and a full round of water levels will be collected to map the potentiometric surface. The monitoring wells will be surveyed at the completion of this subtask, and IDW will be characterized and transported off-site for disposal.

Subtask 5: Site Assessment Report The report will summarize the history of the Site, physical and geologic conditions, all field work completed by CDM, field and laboratory data, conclusions, and recommendations. Additional elements of the report will include:

• Figures depicting site conditions

• Figures depicting soil and groundwater data and estimated extent of impact

• Groundwater elevation contour map

• Tables summarizing field and analytical data

• Soil/lithological logs

• Monitoring well completion reports

• Groundwater sampling logs and field equipment calibration records

• Laboratory analytical reports and chain of custody documentation

• Waste disposal manifests and weight tickets

The final cost associated with Task Assignment DC034B is $113,823.22 with 424.10 labor hours.

TABLE 1

FDEP COST ESTIMATE

Contractor: CDM Smith, Inc.

Date: 12-Jun-24

Task #: SubTask 1 Project Management SubTask 6

Site: Touch of Class - Vero Be SubTask 2 Site Survey SubTask 7

Activity/Phase: Initial Site Assessment SubTask 3 Stage I Field Investigation SubTask 8

Project Manager: Kara Fincham SubTask 4 Stage II Field Investigation SubTask 9

SubTask 5 Site Assessment Report SubTask 10

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

$76.49 Project Manager 31.1 31.1

$76.49 PTL/PM 12.0 0.0 6.0 2.0 4.0 0.0 0.0 0.0 0.0 0.0

$0.00 PTL/PM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

$52.60 Professional II 193.0 4.0 91.0 38.0 60.0 0.0 0.0 0.0 0.0 0.0 $34.90 Professional I 172.0 24.0 98.0 26.0 24.0 0.0 0.0 0.0 0.0 0.0

$76.49 PTL/PM 16.0 6.0 2.0 8.0 0.0 0.0 0.0 0.0 0.0

$0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Hours 424.10 31.10 28.00 201.00 68.0 96.0 0.0 0.0 0.0 0.0 0.0

Direct Labor $20,674.84 $2,378.52 $1,048.00 $9,124.68 $3,212.16 $4,911.48 $0.00 $0.00 $0.00 $0.00 $0.00

Overhead 135.00% $27,911.04 $3,211.00 $1,414.80 $12,318.32 $4,336.42 $6,630.50 $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 37.70% $7,794.41 $896.70 $395.10 $3,440.00 $1,210.98 $1,851.63 $0.00 $0.00 $0.00 $0.00 $0.00 Total Labor $56,380.29 $6,486.22 $2,857.90 $24,883.00 $8,759.56 $13,393.61 $0.00 $0.00 $0.00 $0.00 $0.00

REV: 02/03 CEF CDM Smith Page 1

TABLE 1

FDEP COST ESTIMATE

Contractor: CDM Smith, Inc.

Date: 12-Jun-24

Task #: SubTask 1 Project Management SubTask 6

Site: Touch of Class - Vero Be SubTask 2 Site Survey SubTask 7

Activity/Phase: Initial Site Assessment SubTask 3 Stage I Field Investigation SubTask 8

Project Manager: Kara Fincham SubTask 4 Stage II Field Investigation SubTask 9

SubTask 5 Site Assessment Report SubTask 10

Totals 1 2 3 4 5 6 7 8 9 10 Travel

Vehicle Rental $1,920.00 $240.00 $1,200.00 $480.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mileage Costs $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Air Fare $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Per diem + Hotel $1,152.00 $0.00 $1,152.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Travel $3,072.00 $240.00 $2,352.00 $480.00 $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) $16,104.00 $0.00 $10,374.00 $5,730.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Drilling (Non-conventional) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mobile Laboratory $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Surveying $6,695.00 $0.00 $3,995.00 $2,700.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 IDW - Erwin $0.00 $0.00 $0.00 $690.00 $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 Site Lines LLC $800.00 $800.00 $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 $24,289.00 $800.00 $14,369.00 $8,430.00 $690.00 $0.00 $0.00 $0.00 $0.00 $0.00 Handling Fee $2,428.90 $80.00 $1,436.90 $843.00 $69.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $26,717.90 $880.00 $15,805.90 $9,273.00 $759.00 $0.00 $0.00 $0.00 $0.00 $0.00

Laboratory Analytical Costs $13,350.00 $0.00 $12,450.00 $900.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fast Turnaround Charges $1,920.00 $0.00 $1,920.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Sample Shipping+ice $1,923.00 $0.00 $1,760.00 $163.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Laboratory $17,193.00 $0.00 $16,130.00 $1,063.00 $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 $560.00 $80.00 $320.00 $160.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Other $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Analytical related) $3,462.00 $0.00 $3,052.00 $410.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (IDW drums) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Other) $800.00 $150.00 $0.00 $650.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Field Expenses $4,822.00 $230.00 $3,372.00 $1,220.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subtotal $108,185.19 $6,486.22 $4,207.90 $62,542.90 $20,795.56 $14,152.61 $0.00 $0.00 $0.00 $0.00 $0.00 Completion Fee $5,638.03 $648.62 $285.79 $2,488.30 $875.96 $1,339.36 $0.00 $0.00 $0.00 $0.00 $0.00

Total Estimated Cost $113,823.22 $7,134.84 $4,493.69 $65,031.20 $21,671.52 $15,491.97 $0.00 $0.00 $0.00 $0.00 $0.00

REV: 02/03 CEF CDM Smith Page 2

SITE : Touch of Class - Vero Beach ERIC_4810 SUBTASK: 2 Site Survey

DATE: 6/12/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Professional II Prepare HASP 2

Coordination with owner for site access 2

Professional I Mobilization (3 hours each way) 6

Utility Locate 4

Mobilization (3 Hours each way) 6

Survey Oversight 8

Staff Hours Professional II 4

Professional I 24

Total: 28

TOTAL LABOR 28

VEHICLE TYPE RATE UNIT USEAGE

Truck Utility Locate & Survey $120.00 days 2 $240.00

TOTAL VEHICLE $240.00

PER DIEM STAFF RATE UNIT USEAGE

$0.00

$0.00

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE RATE UNITS USEAGE Subtotal

Site Lines LLC Private Utility Locate $800 1 $800.00

TOTAL $800.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES

TOTAL LAB

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Site Reconnaissance Kit $150.00 day 1 $150.00

Expendables $40.00 day 2 $80.00

TOTAL EQUIPMENT $230.00

SUBTASK: 3 Stage I Field Investigation

DATE: 6/12/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

PM Determine Field Activities based on field data 4

Review of Document Deliverable 2

PTL Provide Technical Guidance for fieldwork 6

Professional II Field Event Preparation 1 Arrange for site access with owner 1 Prepare Sample Kit request 1 Mobilization drilling 2 hr round trip (5 days) 10 8 soil borings (1 day) 10 Vapor Extraction Well Installation (5 VEWS) plus one interior MW (2 day) 20 8 Vertical profiles (2 days) 20 Mobilization MAGS Testing 2 hr round trip (2 day) 4 MAGs Testing (2 days) 20

Preparation/finalization of document deliverable 4 Professional I Mobilization drilling 3 hr round trip (1 mob) 6

8 soil borings (1 day) 10 Vapor Extraction Well Installation (5 VEWS) plus one interior MW (2 day) 20 8 Vertical profiles (2 days) 20 Mobilization MAGS Testing 3 hr round trip (1 mob) 6 MAGs Testing (2 days) 20 IDW Management 8

Preparation/finalization of document deliverable, review of data tables, SPLP 8

Staff Hours

PTL 6

Professional II 91 Professional I 98

PM 6

Total: 201

TOTAL LABOR 201

VEHICLE TYPE PURPOSE RATE UNIT USEAGE

Truck drilling $480.00 week 2 $960.00

Truck MAGS testing $120.00 day 2 $240.00

TOTAL VEHICLE $1,200.00

PER DIEM STAFF RATE UNIT USEAGE

LM per diem $36.00 day 7 $252.00 LM hotel $150.00 night 6 $900.00

TOTAL PER DIEM $1,152.00

SUBCONTRACTOR COSTS

NAME PURPOSE RATE UNITS USEAGE Subtotal

EDS Ph I drilling $10,374 lump sum 1 $10,374.00

SurvTech Solutions Boundary Survey $3,995 1 $3,995.00

TOTAL $14,369.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES

Soil 8260B DTW ~5-7' bls, 3 soil samples at each SB $150.00 32 $4,800.00 1 week turnaround 20% $960.00 SPLP Extraction - 1312 $55.00 7 $385.00 SPLP Aqueous - 8260B $150.00 7 $1,050.00 Sample Shipping $150.00 5 $750.00 Ice $6.50 20 $130.00

Groundwater 8260B $150 32 $4,800.00 1 week turnaround 20% $960.00 Soil Gas TO-15 $200.00 5 $1,000.00 Soil TCLP VOCs (IDW) $210.00 1 $210.00 Water VOCs (IDW) $205.00 1 $205.00 Sample Shipping $150.00 5 $750.00 Ice $6.50 20 $130.00

TOTAL LAB $16,130.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Encore Sampler $16.00 Each 32 $512.00 Expendables $40.00 Days 8 $320.00 Soil Sampling Kit (through concrete) $235.00 Days 2 $470.00 Shallow Groundwater Sampling/Soil Vapor Screening Kit $290.00 Days 2 $580.00 Monitoring Well Installation Kit $325.00 Days 1 $325.00 Mags Investigation Kit $500.00 Days 2 $1,000.00 Summa Canister $33.00 each 5 $165.00

TOTAL EQUIPMENT $3,372.00

SUBTASK: 4 Stage II Field Investigation

DATE:

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

PM Determine Field activities based on field data 2

PTL Provide Technical Guidance for fieldwork 2

Professional II Field Event Preparation 1

Prepare Sample Kit 1

Prepare Field forms/labels 1

Mobilization 3 hr round trip (2 days) 6

Install 5 Monitoring Wells (2 days) 25

Prepration/finalization of document deliverable 4

Professional I Survey oversight/IDW Management 10

Mobilization 3 hr round trip (1 day) 3

Sample 6 Monitoring Wells 9

Preparation ofo Document Deliverable 4

Staff Hours

PTL 2

Professional II 38

Professional I 26

PM 2

Total: 68

TOTAL LABOR 68

VEHICLE TYPE RATE UNIT USEAGE

Truck $120.00 day 4 $480.00

$0.00

TOTAL VEHICLE $480.00

PER DIEM STAFF RATE UNIT USEAGE

$0.00

$0.00

$0.00

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE Unit COST

EDS Drilling, See Attachment A 1 $5,730.00 $5,730.00

SurvTech Solutions Survey, see Attachment A 1 $2,700.00 $2,700.00

$0.00

TOTAL $8,430.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES

Groundwater 8260B (6 wells) $150.00 6 $900.00

Sample Shipping $150.00 1 $150.00

Ice $6.50 2 $13.00

$0.00

TOTAL LAB $1,063.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Expendables $40.00 Days 4 $160.00

Shallow Groundwater Sampling Kit $290.00 Days 1 $290.00

Monitoring Well Installation Kit $325.00 Days 2 $650.00

Tubing/HDPE $0.40 per foot 300 $120.00

$0.00

TOTAL EQUIPMENT $1,220.00

6/12/2024

SUBTASK: 5 Site Assessment Report

DATE:

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

PM SAR Preparation of conclusions and recommendations 4

PTL SAR Technical Evaluation/PG seal 8

Professional II SAR Preparation - body of document 60

Professional I Assist in SAR Preparation - text, data tables, figures, etc 24

Staff Hours

PTL 8

Professional II 60

Professional I 24

PM 4

Total: 96

TOTAL LABOR 96

VEHICLE TYPE RATE UNIT USEAGE

$0.00

TOTAL VEHICLE $0.00

PER DIEM STAFF RATE UNIT USEAGE

$0.00

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Erwin Remediation IDW Disposal, see Attachment A 1 $690.00 $690.00

TOTAL $690.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

$0.00

$0.00

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

$0.00

$0.00

TOTAL EQUIPMENT $0.00

6/12/2024

4651 Salisbury Rd., Suite 420, Jacksonville, FL 32256 | tel: 904-731-7109

June 12, 2024

Mr. Benjamin Aoki Environmental Specialist II Florida Department of Environmental Protection Waste Site Cleanup Section 2600 Blair Stone Road, MS 4520 Tallahassee, FL 32399-2400

Subject: Touch of Class -Site Assessment Proposal 6640 20th Street Vero Beach, Indian River County, Florida

ERIC_4810

Dear Mr. Aoki:

CDM Smith Inc. (CDM Smith) is pleased to respond to the Florida Department of Environmental Protection (FDEP) Task Assignment Request to provide site assessment services for the Touch of Class Site Assessment Work Plan site under Contract Number HW681. The scope of work, and project schedule are described below, and the cost estimate is also attached.

Site Assessment Scope of Work CDM Smith understands that FDEP would like to complete the initial site assessment within approximately eight months, leaving four months as a contingency to complete the site assessment within one year. The subtasks are described below.

Subtask 1 – Project Management Project management activities performed under this task generally consist of administrative functions required to maintain the project schedule, adhere to budget, and deliver the quality of the work products defined by CDM Smith's quality standards. We will prepare and submit invoices upon approval of each deliverable or milestone completion.

Project Kickoff and Progress Meetings CDM Smith expects to have a kickoff meeting or telephone conference with the FDEP to review the status of the project and address FDEP comments regarding the Task Assignment. CDM Smith will prepare meeting agendas and notes as part of this task.

Project Quality Technical Review CDM Smith's Quality Management System guidelines will be followed. Internal quality reviews will be conducted on plans and on investigation findings and reports.

Mr. Benjamin Aoki

Project Status Reports CDM Smith's Project Manager will prepare and submit monthly status reports to accompany each invoice throughout the duration of this project. The Project Manager will also discuss the status of the project with the FDEP on a bi-weekly basis until the project is complete.

Subtask 2 – Site Survey Underground Utility and Boundary Survey The work plan identified only a portion of the underground utilities. CDM Smith will subcontract a utility location services company to provide a complete survey of the utilities and provide oversight for the Utility Survey.

In addition, CDM Smith will subcontract a surveying company to conduct a complete boundary survey and will provide oversight prior to the beginning of fieldwork.

Deliverable: Surveys, Field Notes.

Subtask 3 – Stage I Field Investigation Initially, a continuous lithologic boring will be cored using DPT to obtain detailed site-specific lithologic and stratigraphic information for the site at a location immediately north of the facility. The target boring depth will be 50 feet below land surface (bls), refusal, or the top of the SAS limestone. A detailed geologic log will be recorded, and the boring will be backfilled with grout using a tremie pipe.

The Stage I Field Investigation will delineate the extent of volatile organic compounds (VOCs) exceeding the Soil Cleanup Target Levels (SCTLs). Split soil samples will be collected and will be held for Synthetic Precipitate Leaching Procedure (SPLP) testing for samples that are below the direct-contact SCTL and above the default leachability SCTL.

Soil borings will be completed by CDM Smith at eight locations. Borings will be installed using DPT and concrete coring will be completed at each of the nine locations.

Soil samples will be collected for laboratory analyses at the following depths: 0 to 0.5 feet bls, 0.5 to two feet bls, and at 2-foot intervals thereafter to the water table (estimated at 5 feet bls). The soil samples will be submitted for laboratory analysis by United States Environmental Protection Agency (EPA) Method 8260 for VOCs. CDM Smith assumes up to 40 samples will be collected. CDM Smith will collect duplicate samples at each interval to be analyzed by SPLP but will identify which samples to run for SPLP after the initial data is received from the laboratory. The cost for 20% of the soil samples were assumed to be run for SPLP in this proposal.

Five of the soil borings will be completed as vapor extraction wells (VEWs) for Modified Active Gas Sampling (MAGS™) testing. The VEW well screens will be installed to a depth of one foot above the water table (estimated at 5 feet bls) and the top of the screen will terminate at a depth of approximately 1-foot bls. The total depth of the VEWs is expected to be 5-feet bls. The VEWs will be constructed using 10-feet of 2-inch diameter, 0.010-inch factory-slotted polyvinyl chloride (PVC) well screen, coupled with one foot of solid PVC riser. Each of the VEWs will be installed using a stainless steel hand auger. 20/30 graded silica sand will be placed from the bottom of the borehole to approximately 0.5 feet above the well screen, followed by 0.5 feet of neat cement grout. The VEWs will be completed within an 8-inch bolt-down flush-mount manhole.

MAGS testing will be performed for each VEW in general accordance with the Modified Active Gas Sampling Manual dated October 12, 2004, prepared by HSA Engineers & Scientists. More specifically:

To begin the MAGS testing, a step test will be performed at VEW001, where a vacuum of approximately 15 inches of water (“H2O) will be applied. Vacuum and flow rate readings will be recorded, along with vacuum readings at select monitor wells and designated vacuum monitoring points. Influent PID readings will also be recorded. The vacuum will be increased to approximately 30 “H2O, where additional data like that specified above will be recorded. The final step will be to increase the vacuum to approximately 45 “H2O, with the final set of data recorded. Actual vacuums applied during each step may vary based on site conditions. Each step is expected take 15 minutes, for a total of 45 minutes for the step test.

Using the optimum flow rate and vacuum determined from the step test, vapor samples will be collected at each VEW. The vapor samples will be collected using a 6-liter Summa canister. A purge time will be calculated based on the flow rate and estimated radius of influence, to ensure the collection of steady-state data. Vacuum and flow rate readings will be recorded, along with vacuum readings at select monitor wells and designated vacuum monitoring points, at 15-minute intervals for a total duration of one hour. Influent PID readings will also be recorded.

CDM Smith assumes that setup, testing, and breakdown for all tests will require one day. A total of five soil gas samples will be submitted to the laboratory for TO-15 analyses with standard reporting times.

Following MAGS™ testing, vertical groundwater profiling will be conducted at eight locations using a direct-push technology (DPT) drill rig equipped with a groundwater screen point sampling system.

Groundwater samples will be collected using DPT screen points at the following depth intervals: 8-12 feet bls, 16 to 20 feet bls, 26 to 30 feet bls, and 36 to 40 feet bls or to depth of refusal or limestone, whichever occurs first. The groundwater samples will be collected directly, and laboratory analyzed for VOCs by EPA Method 8260.

At the completion of field events, the utilities that were marked during mobilization and all boring locations will be surveyed. Investigation-derived waste (IDW) collected up to this point will be characterized and transported off-site for disposal. A total of 2 drums of nonhazardous IDW are anticipated at the completion of Stage I.

Deliverable: Laboratory analytical reports, field documentation, boring logs, data tables, paid invoices for subcontractors

Subtask 4 – Stage II Field Investigation The monitoring well locations will be finalized based on the Stage I results. CDM Smith currently plans to install five permanent groundwater monitoring wells. Prior to well installation, continuous soil cores will be collected to the total depth. Using direct push, four shallow zone wells will be installed to a total depth of 15 feet bls. Each shallow monitoring well will be constructed using 12-feet of 1-inch diameter solid PVC riser, coupled with ten feet of 0.010-inch prepacked well screen. Using hollow stem augers, one intermediate zone monitoring well will be installed to a total depth of 35-40 feet bls. The intermediate monitoring well will be constructed using 33 feet of 2-inch diameter solid PVC riser, coupled with five feet of 0.010-inch factory-slotted PVC well screen. Sand pack will be installed to a depth of one foot above the screen, followed by a 1-foot-thick fine-grained sand seal, and the remainder of the borehole will be grouted. The wells will be developed following completion.

The wells will be purged and sampled for VOCs following installation and a full round of water levels will be collected to map the potentiometric surface. The monitoring wells will be surveyed at the completion of Subtask 4, and IDW will be characterized and transported off-site for disposal. A total of 3 drums of nonhazardous IDW are anticipated at the completion of Stage II.

CDM Smith will complete PFAS Screening at up to five newly installed monitoring wells under a separate task assignment, per FDEP guidance.

Deliverable: Completed well logs, laboratory analytical reports, paid invoices

Subtask 5 – Site Assessment Report CDM Smith will prepare a Site Assessment Report in general accordance with the requirements of FDEP Chapter 62-780, FAC. The report will summarize the history of the Site, physical and geologic conditions, all field work completed by CDM Smith, field and laboratory data, conclusions, and recommendations.

Additional elements of the report will include the following:

Figures depicting site conditions

Figures depicting soil and groundwater data and estimated extent of impact

Groundwater elevation contour map

Tables summarizing field and analytical data

Soil/lithological logs

Monitoring well completion reports

Groundwater sampling logs and field equipment calibration records

Laboratory analytical reports and chain of custody documentation

Waste disposal manifests and weigh tickets

Subcontractors Subcontracted services are required for drilling, surveying, utility location, and IDW disposal. The bidding, results, and subcontractor selections are described below, and Attachment A includes a summary of the subcontractor cost comparisons.

Drilling Request for Quotations (RFQs) were sent to three pre-qualified drilling companies for all drilling services. The lowest cost bid was from Environmental Drilling Services (EDS). The quotes are included in Attachment A.

Surveying SurvTech is a primary subcontractor for HW681, and other bids were not solicited for this project. The quote is included in Attachment A.

Utility Location Bids were obtained from Blood Hound, GPRS Inc., and Site Lines LLC to complete the utility survey. Site Lines LLC was the lowest bid. The quotes are included in Attachment A.

IDW Disposal Rates for IDW removal and disposal were previously requested for HW681 from Erwin Remediation, Hepaco, and Enviroserve (formerly Clark Environmental). Erwin Remediation was the lowest cost and has been selected as the IDW disposal subcontractor for this project as shown in Attachment A.

Assumptions This scope and schedule have been prepared predicated on unknown site conditions. The scope and schedule may change depending on surveys and the drilling conditions. Drillers and other subcontractors’ availability may be limited and impact the schedule. In addition, this scope does not consider any weather delays. CDM Smith will communicate with the FDEP in a timely manner if this occurs to prepare the necessary paperwork for change orders.

Schedule CDM Smith’s proposed project schedule is shown below, with targeted completion of the Site Assessment process within eight months. The final dates on the schedule depend on Notice to Proceed (NTP) and subcontractor availability. Once CDM Smith receives NTP, the subcontractor’s availability will be confirmed, and the schedule may be adjusted. The deliverables and due dates are summarized in Table 2 below.

Table 2: Deliverables Schedule

Subtask 2 Deliverable:

Due Date:

Site Preparation Underground Utility and Boundary Survey, Paid invoices for subcontractors 75 days after NTP

Subtask 3 Deliverable:

Due Date:

Stage I Field Investigation Laboratory analytical reports, field documentation, boring logs, data tables, paid invoices for subcontractors 120 days after NTP

Subtask 4 Deliverable:

Due Date:

Stage II Field Investigation Laboratory analytical reports, field documentation, boring logs, data tables, paid invoices for subcontractors 60 days after Subtask 3

Subtask 5 Deliverable:

Due Date:

Site Assessment Report Site Assessment Report 90 days after Subtask 4

We look forward to working on this important project. Feel free to contact me at 904-527-6716 or by email with any questions or comments.

Sincerely, Kara E. Fincham, PMP Leslie Samel, P.E.

Senior Project Manager Vice President

CDM Smith CDM Smith

FinchamKE@cdmsmith.com SamelLS@cdmsmith.com cc: David Anderson, P.G., CDM Smith

11/8/2023

R-lloel� FINCHAMKE

RYANAJ

CDMth5ml

Figure 1: Groundwater Investigation Plan

Touch of Class Site Assessment Work Plan

Touch of Class (ERIC_ 4810) 6640 20th Street Vero Beach, Indian River County, FL

Document Path: C:\Users\ryanaj\OneDrive - COM Smith\Documents\290813_Touch_of_Class_Vero_Beach\GIS\Touch_of_Class_Vero.aprx

LEGEND

c::::I Approximate Site Boundary

= = = I Former Dry Cleaner

� Current Facility

N

Interior Layout (Identified --- during Site Visit on 11/2123) A

$ Shallow Monitoring Well 0 15 30

- - I

Groundwater Profiling Point Feet Location 1:360

Attachment A Subcontractor Quotes

Driller

Item Est. Qty. Units Rate Total Est. Qty. Units Rate Total Est. Qty. Units Rate Total

Utility Clearance-Obtain Sunshine 811 Dig Ticket, have utilities marked 1 lump sum Included Included 1 lump sum Included Included 1 lump sum Included Included

Mobilization/Demobilization including crew HASP(1) and Water Mgt.

District Well Installation Permits 1 each $800.00 $800.00 1 each $500.00 $500.00 1 lump sum $950.00 $950.00

Construct Temporary Decontamination Pad 1 lump sum $300.00 $300.00 1 lump sum Included Included 1 lump sum $350.00 $350.00

DPT Drill Rig and Crew Daily Rate 3.5 lump sum $6,500.00 $6,500.00 4 per day $1,850.00 $7,400.00 5 per day $2,100.00 $10,500.00

DPT Crew Per Diem 4 night $300.00 $1,200.00 3 night $250.00 $750.00 4 per day $575.00 $2,300.00

Night Work Allowance/Surcharge NA per night NA NA NA per night NA NA NA per night NA NA

Core drill for inside work 1 per day $250.00 $250.00 1 per day $300.00 $300.00 3 per day $100.00 $300.00

Additional Equipment as Proposed by Subcontractor NA each NA NA NA each NA NA 5 per day $100.00 $500.00

Materials for Soil Sampling (please list supplies) 9 each $3.00 $27.00 1 lump sum Included Included NA per day NA NA

Materials for Water Sampling (please list supplies) 32 each $12.00 $384.00 1 each Included Included NA per day NA NA

Materials for Borehole Abandonment (grout & patch) 12 each $15.00 $180.00 1 per bag Included Included NA per day NA NA Geoprobe consumables (tubing, points, liners, concrete patch, asphalt patch, grout)

NA each Included Included 1 per day Included Included 5 per day $150.00 $750.00

VEW Installation: 2" diameter, 2.5 or 5 feet 0.01-Inch Slot Screen 45 foot $16.00 $720.00 5 per well $32.00 $160.00 25 per linear foot $25.00 $625.00

VEW Installation: 2" diameter, PVC riser NA foot Included Included 5 per well $27.00 $135.00 NA per linear foot Included Included

Caps, plugs, points for VEWs and MW NA foot Included Included 5 per well $20.00 $100.00 NA per linear foot Included Included

Monitor Well Install via Hand Auger inside a building + materials: 1- Inch Sch. 40 PVC Well Installation & Materials, 6 or 8-inch O.D.

Borehole, Soil Sampling, riser

7 per linear foot $4.00 $28.00 1 per well $17.00 $17.00 1 per well $115.00 $115.00

5 or 10 ft. pre-packed 0.01-Inch Slot Screens/riser 1 each $95.00 $95.00 1 each $82.00 $82.00 1 each $35.00 $35.00 2' x 2' x 0.5' Well Pad/Donut Pad, Flush-Mounted Bolt-Down 8/5-Inch Manhole

6 each $150.00 $900.00 6 each $100.00 $600.00 6 each $125.00 $750.00

Decontamination between drilling locations and prior to demobilization 1 lump sum Included Included 1 lump sum Included Included 1 lump sum Included Included

Well Development, 3 well volumes or until volume used during drilling has been extracted via a submersible pump plus stabilization of field parameters

1 each Included Included 1 per well Included Included 1 per well Included Included

Investigation Derived Waste Mgt. - supply applicable DOT 55-gallon drums and handling/staging

4 each $65.00 $260.00 4 per drum $70.00 $280.00 11 per drum $70.00 $770.00

County Water Mgt. District Well Completion Reports 1 each $100.00 $100.00 1 lump sum $50.00 $50.00 1 lump sum $125.00 $125.00 All decon and drilling water be must PFAS certified free (only for sonic/remedial injections), provide cost.

each NA each NA NA NA each NA NA

Source of PFAS Free Water

Total Project duration 3.5 days 4 days 5 days

$11,744.00 $10,374.00 $18,070.00Total Total Total

NA

Subcontractor Evaluation

Touch of Class - Vero Beach

Phase I Vertical Groundwater Profiling & Vapor Extraction Well Installation

GW Protection Environmental DrillingServices (EDS) Preferred Driling Solutions (PDS)

NANA

Attachment A: Subcontractor Quotes Touch of Class

ERIC_4810

Vero Beach, Indian River County, Florida

Driller

Item Est. Qty. Units Rate Total Est. Qty. Units Rate Total Est. Qty. Units Rate Total Utility Clearance-Obtain Sunshine 811 Dig Ticket, have utilities marked 1 lump sum Included Included 1 lump sum Included Included 1 lump sum Included Included Mobilization/Demobilization including crew HASP(1) and Water Mgt.

District Well Installation Permits 1 each $800.00 $800.00 1 lump sum $500.00 $500.00 1 lump sum $950.00 $950.00

Construct Temporary Decontamination Pad 1 lump sum Included Included 1 lump sum Included Included 1 lump sum $350.00 $350.00

Drill Rig and Crew Daily Rate 1 lump sum $2,700.00 $2,700.00 1.5 lump sum $3,100.00 $3,100.00 2 per day $2,250.00 $4,500.00

DPT Crew Per Diem 1 night $300.00 $300.00 1 per day $250.00 $250.00 1 per day $575.00 $575.00

Additional Equipment as Proposed by Subcontractor NA per day NA NA NA per day NA NA 2 per day $100.00 $200.00 1-Inch Sch. 40 PVC Well Installation & Materials, 5 or 10 ft. 0.01-Inch Slot Screens, 6 or 8-inch O.D. Borehole, Soil Sampling to depth, risers

88 per linear foot $4.00 $352.00 1 lump sum $162.00 $162.00 11 each $35.00 $385.00

5 or 10 ft. pre-packed 0.01-Inch Slot Screens 1 lump sum $795.00 $795.00 9 each $82.00 $738.00 9 each $115.00 $1,035.00 2-Inch Sch. 40 PVC Well Installation & Materials, 5 or 10 ft. 0.01-Inch Slot Screens, 6 or 8-inch O.D. Borehole, Soil Sampling to depth

NA per linear foot NA NA NA per linear foot NA NA NA per linear foot NA NA

2' x 2' x 0.5' Well Pad, Flush-Mounted Bolt-Down 8-Inch Manhole 5 each $150.00 $750.00 5 Each $100.00 $500.00 5 Each $125.00 $625.00

Well completion materials (caps, plugs, points, sand, cement) NA each Included Included 1 lump sum $240.00 $240.00 NA Each Included Included

Decontamination between drilling locations and prior to demobilization 1 per day Included Included 1 per day Included Included 2 per day Included Included

Well Development, 3 well volumes or until volume used during drilling has been extracted via a submersible pump plus stabilization of field parameters

5 lump sum $50.00 $250.00 5 per well Included Included 5 per well Included Included

Investigation Derived Waste Mgt. - supply applicable DOT 55-gallon drums and handling/staging

3 each $65.00 $195.00 2 per drum $70.00 $140.00 4 per drum $70.00 $280.00

County Water Mgt. District Well Completion Reports 5 lump sum $100.00 $500.00 1 lump sum $100.00 $100.00 1 lump sum $125.00 $125.00

All decon and drilling water be must PFAS certified free, provide cost. 1 each Included Included 1 each Included Included 1 each Included Included

Total Project duration 1.5 days 1.5 days 2 days

Source of drilling/decon water office office office

$6,642.00 $5,730.00 $9,025.00

Driller

Phase I Phase II

Total

Total Total Total

$18,386.00 $16,104.00 $27,095.00

$11,744.00 $10,374.00 $18,070.00 $6,642.00 $5,730.00 $9,025.00

Drilling Summary

GW Protection Environmental Drilling Services (EDS) Preferred Driling Solutions (PDS)

Phase II Permanent Monitoring Well Installation

GW Protection Environmental Drilling Services (EDS) Preferred Driling Solutions (PDS)

Attachment A: Subcontractor Quotes Touch of Class

Utility Location

Company Locate Utilities

Survey - Boundary, Site Features, Utilities, establish site elevation

Company Item Est. Qty. Units Rate Total Est. Qty. Units Rate Total Est. Qty. Units Rate Total

Transport Cost - Truck Driver $69.60/hr, Truck $76.32/hr = $146.22

Fee - Energy, Security, Recovery Fee $15% of total Transport Cost < 100 mi. per drum Transport Cost 101-250 mi. per drum Transport Cost 250-400 mi. per drum

Liquid Disposal 2 Drums $125.00 $250.00 Soil Disposal 4 Drums $110.00 $440.00

$690.00 $0.00 $0.00

1 - Delivery destination 5371 Hartford St, Tampa, Florida: 41 miles

No response - decline to bid

Included

Included No response - decline to bid

Included

Included

Total $3,995.00

Investigation-Derived Waste

Erwin Remediation EnviroServe

Included

Total Total Total

Hepaco 1

Survey

SurvTech Solutions

Lump Sum $3,995.00

Total $2,565.00 Total $800.00

Blood Hound Site Lines LLC Geoview Inc

12 hours $2,565.00 8 hours $800.00 No response - decline to bid

Attachment A: Subcontractor Quotes Touch of Class

Sonic Auger DPT Injection Well Abandonment

REVISED DATE: 1/30/2024

ESTIMATE #: 124059

CDM Smith

PFAS Protocals

ID QTY Unit Rate TOTAL

1 1 each 800.00$ 800.00$

2 Per Diem (2 Man Crew Est. or Hotel Cost + $50/Man for Food) 4 night 300.00$ 1,200.00$

3 DPT Rig and Crew 3 day 1,750.00$ 5,250.00$

3a DPT Rig and Crew 1 1/2 day 1,250.00$ 1,250.00$

4 Materials: Soil Sample Liners 9 each 3.00$ 27.00$

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

6 Materials: Borehole Grouting w/Concrete Cap 12 each 15.00$ 180.00$

7 Materials:1" Sch 40 PVC Well Installation 7 foot 4.00$ 28.00$

8 Materials: 1" x 5' PVC .010 Prepack Screen, 3" Exp 1 each 95.00$ 95.00$

9 Materials: 2" Sch 40 PVC Well Installation (VE's) 45 foot 16.00$ 720.00$

10 2' x 2' Concrete Pad w/8" BD Completion (Outdoor VEW) 3 each 150.00$ 450.00$

11 Donut Concrete Pad w/5" BD Completion (Indoor Wells) 3 each 150.00$ 450.00$

12 Well Development (Up to 1/2 hour with pump) MW Well 1 each 75.00$ Included

13 Refurbished Drums (Soil) Estimated 3 each 65.00$ 195.00$

14 Refurbished Drums (Water) Estimated 1 each 65.00$ 65.00$

15 Concrete Coring Machine/Generator (Indoor Work) 1 day 250.00$ 250.00$

16 Decon Pit 1 each 300.00$ 300.00$

17 Permits (Indian River County-$100/Well 1 each 100.00$ 100.00$

Subtotal 11,744.00$

Todd Hodgson

Todd Hodgson TOTAL 11,744.00$ Partner

(1) 1" x ~7' PVC MW w/5' of .010 Prepack Screen, 5" BD Donut Completion, No Sampling (Hand Auger/Indoors)

(8) DPT GW Profiling to 40' at 4 Intervals (6-10', 16-20', 26-30' and 36-40'), Grout Borehole/Concrete Patch

Drum Soil, Groundwater and Decon Water

Locations must be accessible with track mounted Sonic Rig

Damage to utilities on private property are the responsibility of the client Utility Locates on Private Property are the responsibility of the client

THANK YOU FOR YOUR BUSINESS!

DESCRIPTION

Mobilization

"Actual quantities used and days onsite will be invoiced"

Completion: 3.5 to 4 Days Depending on the Indoor Work/Access

(2) Mags are Indoors and (3) Outdoors

PROJECT

Touch of Class Cleaners 6640 20th Street

Andrew J. Ryan

CUSTOMER

Project Description:

(1) DPT Lithology Soil Boring to ~50' bls w/Continuous Macrocores to Depth, Grout Borehole/Patch

(8) Hand Auger Borings to 5' bls w/Soil Sampling, Grout Borehole and Patch, (5 Outdoors/3 Indoors)

Maitland, Florida 32751 Vero Beach, Indian River County, Florida 101 Southhall Lane, Ste. 200

(813) 353-5765 DPT Soil and GW Profiling w/ Well Installation

(5) 2" x 5' PVC MAGS w/2.5' of .010 Screen, Donut Pad w/8" BD Donut Completion, (at 5 Boring Locations)

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

Sonic Auger DPT Injection Well Abandonment

REVISED DATE: 1/31/2024

ESTIMATE #: 124060

CDM Smith

PFAS Protocals

ID QTY Unit Rate TOTAL

1 1 each 800.00$ 800.00$

2 Per Diem (2 Man Crew Est. or Hotel Cost + $50/Man for Food) 1 night 300.00$ 300.00$

3 DPT Combo Rig and Crew 1 day 1,750.00$ 1,750.00$

3a DPT Combo Rig and Crew (If Needed) 1 1/2 day 950.00$ 950.00$

4 Materials:1" Sch 40 PVC Well Installation 88 foot 4.00$ 352.00$

5 Materials: (2) 1" x 5' PVC .010 Prepack Screen, 3" Exp Point 4 each 175.00$ 700.00$

6 Materials: 1" x 5' PVC .010 Prepack Screen, 3" Exp Point 1 each 95.00$ 95.00$

7 2' x 2' Concrete Pad w/8" BD Completion 5 each 150.00$ 750.00$

8 1" Well Development (Up to 1/2 hour with pump) 5 each 50.00$ 250.00$

9 Refurbished Drums (Soil) Estimated 1 each 65.00$ 65.00$

10 Refurbished Drums (Water) Estimated 2 each 65.00$ 130.00$

11 Permits (Indian River County) 5 each 100.00$ 500.00$

Subtotal 6,642.00$

Todd Hodgson

Todd Hodgson TOTAL 6,642.00$ Partner

(1) 1" x 40' PVC MW w/5' of .010 Prepack Screen, 2' x 2' Pad w/8" BD Completion, No Soil Sampling (DPT)

(4) 1" x 12' PVC MW w/10' of .010 Prepack Screen, 2' x 2' Pad w/8" BD Completion, No Soil Sampling (DPT)

All locations are located Outside

Locations must be accessible with track mounted DPT Rig

Damage to utilities on private property are the responsibility of the client Utility Locates on Private Property are the responsibility of the client

Drum Cuttings and Development Water

THANK YOU FOR YOUR BUSINESS!

DESCRIPTION

Mobilization

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

"Actual quantities used and days onsite will be invoiced"

Completion: 1 to 1.5 Days

Project Description:

Maitland, Florida 32751

PROJECT

Touch of Class Cleaners 6640 20th Street

Andrew J. Ryan

CUSTOMER

Vero Beach, Indian River County, Florida 101 Southhall Lane, Ste. 200

(813) 353-5765 DPT Well Installation

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

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: 1/29/24 FAC ID#: ERIC_4810

Unit Unit Rate Number of Units Extended Price whole day $2,100.00 5 10,500.00$ half day $1,600.00 -$ per foot $25.00 25 625.00$ each $115.00 1 115.00$ each $50.00 -$ each $35.00 1 35.00$ per well $125.00 6 750.00$ roundtrip $950.00 1 950.00$ per crew / per night $575.00 4 2,300.00$ each $70.00 11 770.00$ per day $150.00 5 750.00$ each $125.00 1 125.00$ lump sum $350.00 1 350.00$ per day $100.00 5 500.00$ per day $100.00 3 300.00$

TOTAL QUOTE PRICE $18,070.00

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

Project No.:

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

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

Signature and Title of Person Submitting Quote: ___________________________________Austin Bonacum, Estimator Date: 1/29/24

Decon pad, decon all down hole tooling with steam cleaner

PDS to supply concrete core drill w/ 8" bit

6640 20th Street, Vero Beach, Indian River County, FL

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

Well Riser (includes all materials) ID 1"

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

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

2" Well Install (includes all materials)

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

(5) 2" x up to 5' VE wells with up to 2.5' .010 screen, installed via hand auger, drum cuttings, pad and 8" manhole (wells inside to be completed w/ 6" manhole)

Drum cuttings, development water, and decon fluids

(1) 1" x approx. 7' MW with 5' .010 prepacked screen, installed via hand auger, drum cuttings, pad and 6" manhole

Site Name and Location: Touch of Class Cleaners

Consultant Name: CDM Smith

PROPOSED SCOPE OF WORK:

(1) DPT boring to 50' (or refusal), drum cuttings, grout and restore grade

(8) Hand auger borings to 5', convert (5) to VE wells, drum cuttings, grout and restore grade

Event 1

(8) DPT borings to 40' (or refusal), grab groundwater sampling at up to (4) intervals per boring, drum soil & water, grout and restore grade

Days to Complete Scope of Work: 5

Direct Push Daily Rate 1 - on-site day

Equipment Type: Geoprobe 8040DT, Geoprobe 3230DT, 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

Concrete Core Drill with 8" core bit

DOT Approved 55-gal Drum

Per Diem

Mobilization

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

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

Permits

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: 1/29/24 FAC ID#: ERIC_4810

Unit Unit Rate Number of Units Extended Price whole day $2,250.00 2 4,500.00$ half day $1,750.00 -$ per foot $25.00 -$ each $115.00 9 1,035.00$ each $50.00 -$ each $35.00 11 385.00$ per well $125.00 5 625.00$ roundtrip $950.00 1 950.00$ per crew / per night $575.00 1 575.00$ each $70.00 4 280.00$ per day $150.00 -$ each $125.00 1 125.00$ lump sum $350.00 1 350.00$ per day $100.00 2 200.00$ per day $100.00 -$

TOTAL QUOTE PRICE $9,025.00

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

Project No.:

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

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

Signature and Title of Person Submitting…