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: HW681

1. TA Number: DC0lOB TA Completion Date: June 30, 2023 TA Description:

This Task Assignment authorizes CDM Smith (CDM) to complete the site assessment in accordance with approved Site Assessment Work Plan, CDM scope of work, cost estimate, bid documentation, and schedule received on July 22, 2022.

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

Department Project Manager: Walsta Jean-Baptiste Department Project Manager Phone: 850-245-8973 Contractor Name: CDM ( Contractor )

Contractor 's Project Manager: Shavne Wood Contractor 's Project Manager Phone: 904-527-6703

3. ProjectNumber: ERIC 4708

(If different from TA Number)-

Project Location(s): 11301 N 56th Street, Temple Terrace, Hillsborough County

Project Name:

Elit Cl e eaner

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:

D Fixed Price: $ 0.00

0 Fixed Unit Rate: $95,708.23

D Cost Reimbursement: $ 0.00

(Extended Price)

Tot al TA Value: $95,708.23

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: Scope of Work

□ Additional Attachments (ifnecessary):

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

CDM State of Florida Department of Environmental Protection Contractor Department

Name: Shayne Wood

Title: CDM Contract Manager

�A;JJ

(Authorized Signature)

Date: 8/2/2022

D Additional signatures attached on separate page.

Fundinf! Information:

Org. Code E.O.

Object

Budget Entity Code

NIA

□ Additional Funding Information attached on separate page.

Jennifer Farrell

Secretary or Designee

9+�� (Authorized Signature)

Appropriation Grant#

Category

Digitally signed by Jennifer Farrell

Date: 2022.08.01 16:35:30 -04'00'

Project# Year Amount

Rev. 8/26/2020

Task Assignment Notification/Change Order Deliverables and Invoice Schedule Attachment

Contract Number: HW681

Task Assignment#: DC01 OB

Deliverables:

Deliverable Deliverable Due Date

Subtasks 2 and 3: Documentation of completion of soil and groundwater assessment including photo log depicting site conditions before and after intrusive activities, soil 11/15/2022 boring logs, field notes, and sampling chain of custody forms

Subtask 4: Documentation of monitoring well installation and sampling field work completion 01/02/2023

Subtasks 1 and 5: Site Assessment Report and Project Management 03/01/2023

Invoice Schedule:

R t f equiremen s or nvo1ce S b ·u Iu m1 a A moun 0 e nvo1ce t t b I . d

Subtasks 2 and 3: FDEP approval of documentation of completion of soil and groundwater assessment including photo log of site conditions before and after $51,462.95 intrusive activities, soil boring logs, field notes, and sampling chain of custody forms

Subtask 4: FDEP approval of documentation of monitoring well installation and sampling field work completion $25,688.23

Subtasks 1 and 5: Site Assessment Report and Project Management

$18,557.05

TOTAL COST $95,708.23

WCP TAFORM 04-2017

FLORIDA DEPARTMENT OF

Environmental Protection

Bob Martinez Center

2600 Blair Stone Road

Tallahassee, FL 32399-2400

Memorandum

To:

FROM:

SUBJECT:

DATE:

HW681 Contract File

Walsta Jean-Baptiste, Contract Manager

Site Assessment, DC010B Elite Cleaners;

ERIC_ 4708

July 29, 2022

Ron DeSantls Governor

Jeanetta Nuiiez

Lt. Governor

Shawn Hamllton

Secretary

This Task Assignment authorizes CDM Smith (CDM) to complete the site assessment in accordance with the approved Site Assessment Work Plan, CDM scope of work, cost estimate, bid documentation, and schedule received on July 22, 2022.

The FDEP confirmed that the access agreement for the source property is valid as of July 29, 2022. The source property owner is Saad Investment Inc.

Changes to the CDM cost include the following:

• Addition of the handling fee for Site Lines on the CEF.

• Clarification that the driller will provide 12 IDW drums.

• Removal of vehicle costs from the CEF for Subtask 5.

• Removal of lab costs from the CEF for Subtask 5.

• Add site reconnaissance kit to the CEF for Subtask 2.

The above-noted changes resulted in a $1,633.00 cost reduction.

The total cost related to this Task Assignment is $95,708.23 with 380 hours.

From:

To:

Subject:

Date:

Fincham. Kara E.

Jean-Baptiste. wa!sta Elite Cleaners ERIC_ 4708 Friday, July 29, 2022 4:52:27 PM

EXTERNAL MESSAGE

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

Walsta, I contacted Todd with Groundwater Protection/Drill Pro to confirm that they will be providing 12 drums for the drilling activities associated with the assessment field activities. This is why I did not include additional drums in the cost estimate.

Thanks

Kara

Kara E. Fincham, PMP

Senior Project Manager

4651 Salisbury Road, Suite 420

Jacksonville, FL 32256

0: 904.527.6716

M: 904.716.8184 cdmsmitb com

Ill

Ill Ill Ill Ill Ill

CDM.th Sm1 4651 Salisbury Road, Suite 420

Jacksonville, Florida 32256 tel: 904.731.7109

July 22, 2022

Ms. Walsta Jean-Baptiste, P.G.

Florida Department of Environmental Protection

Division of Waste Management

2600 North Blair Stone Road

Tallahassee, Florida 32399

Subject: Elite Cleaners Site Assessment Proposal

ERIC_4708

11301 N 56th St

Temple Terrace, Hillsborough County, Florida

Dear Ms. Jean-Baptiste:

COM Smith Inc. (COM Smith) is pleased to respond to the Florida Department of Environmental

Protection (FDEP) Task Assignment Request to provide site assessment services for the Elite

Cleaners site under Contract Number HW681. COM Smith's project understanding, scope of work, and project schedule are described below and the cost estimate is also attached.

Project Understanding

COM Smith understands that FDEP is requesting site assessment and reporting services. COM Smith submitted a Site Assessment Work Plan on June 13, 2022. COM Smith understands that FDEP would like for this site to progress through site assessment within 1 year of starting work. The work plan provided the following information and conclusions on the site status.

■ The dry cleaner is currently active.

■ A release of tetrachloroethene (PCE) to soil adjacent to the drycleaning machine was documented by FDEP in 1996 at a concentration of 104,000 µg/kg.

■ Dry cleaning at the facility began in November 1986 using PCE and switched to petroleum based solvents in 2014.

■ A 2016 well survey identified six large public wells within ½-mile of the site.

■ The groundwater depth was reported to be 8-12 feet (ft) below land surface (bis) and the site consist of sand, silt, clay, and shell in the surficial aquifer.

The site location is shown on Figure 1, and COM Smith expects a north-northeastern groundwater flow direction toward the Hillsborough River.

WATER+ ENVIRONMENT+ TRANSPORTATION+ ENERGY+ FACILITIES I

Ms. Walsta Jean-Baptiste, P.G.

July 22, 2022

Site Assessment Scope of Work

CDM Smith has developed an approach to complete the site assessment within approximately 9 months, leaving 3 months as a contingency to complete the site assessment within 1 year. The field work will be completed in four stages with progress being used to continuously refine the approach. The subtasks are described below and the work sequencing and schedule are shown on

Figure 2.

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. CDM Smith's project manager will be

Kara Fincham, PMP. 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.

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 Preparation

Underground Utility 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.

Deliverable: Surveys, paid invoices to surveyors

Subtask 3 -Stage I Field Investigation

The Stage I Field Investigation will delineate the extent of volatile organic halocarbons (VOHs) exceeding the Soil Cleanup Target Levels (SCTLs). Split soil samples will be collected and held for

Synthetic Precipitate Leaching Procedure (SPLP) testing for samples that are below the direct contact SCTL and above the default leachability SCTL.

July 22, 2022

Soil borings will be completed by COM Smith at 13 locations (Figure 3). Borings will be installed using hand augers and concrete coring will be completed at 13 locations. The borings will be plugged using cement grout and concrete patches.

Laboratory analyses will be completed at the following depths: 0-0.5 ft, 0.5-2 ft, 2-4 ft, 4-6 ft, 6-8 ft, 8-10 ft, and 10-12 ft, or until encountering groundwater. The 13 borings on paved surfaces will not have 0-0.5 ft samples. The sample quantities are summarized in Table 1. COM Smith will collect samples to be analyzed for SPLPs, but will identify which samples to run for SPLP after the data are received from the laboratory. Therefore, costs associated with SPLPs are not included in this cost estimate.

Vapor extraction wells (VEWs) for MAGs testing will also be installed at five locations shown on

Figure 3. These VEWs will require concrete coring and soil samples will be collected for VOC analyses with standard laboratory reporting turnaround time. The soil samples will be collected at the following depths: 0.5-2 ft, 2-4 ft, 4-6 ft, and 6-8 ft. Splits for SPLP will not be collected for the

VEW soil samples.

The VEWs will be 2-inch diameter PVC with a total depth of 8 ft and a minimum borehole diameter of 6 inches. The outdoor VEWs will be augered and the indoor VEW will be installed manually. The screen lengths will be 2.5 ft and a sand pack will be installed to a depth of 2 ft. The remainder of the borehole will be filled with sand/cement grout and completed with a flush-mount cover. A DPT rig will be used for outdoor locations.

COM Smith will also install 5 vapor monitoring points (VMPs) using a hand auger to an 8-ft depth.

The VMPs will be 2-inch diameter PVC with slotted screens, annular backfill will be the same as for the VEWs, and the VMPs will be completed with flush-mount covers. The VEWs and VMPs will be retained for potential future use for soil vapor extraction.

MAGs testing will be performed for each. A step test will be completed on VM-01 only to select the

MAGs test flow rates. The MAGs tests for each well will be completed within 1 hour or less and COM

Smith assume that setup, testing, and breakdown for all tests will require 2 days. 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 nine locations to assess the groundwater flow direction (Figure 4). All locations will require coring. All locations will be repaired following abandonment. Groundwater samples will be collected using direct-push screen points at the following depth intervals: 6-10 ft, 16-20 ft, 26-30 ft, and 36-40 ft.

July 22, 2022

In addition, a soil boring will be sampled continuously at LB-01 to a SO-ft depth or equipment refusal, whichever comes first, before profiling. Temporary wells will be set at a 10-ft depth using 1-inch diameter PVC. Annular backfill will not be required. COM Smith will survey the casing elevations and collect water levels from the temporary wells within 24 hours and the well will be pulled and the boreholes abandoned and patched.

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 five soil drums and one water drum 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 II results. COM Smith currently plans to install five shallow permanent groundwater monitoring wells and one deep well at the locations shown on Figure 4. Prior to well installation, continuous soil cores will be collected to the total depth. Five of the wells will be shallow wells installed to a total depth of 15 ft bis and one well

(MW-01O) to a total depth of 50 ft bis. All wells will be 2-inch diameter PVC and the shallow well will have 10-ft 0.01-slot screens, and the deep well will have 5 feet of 0.01-slot screen. Sand pack will be installed to a depth of 1 ft above the screen followed by a 1-ft-thick fine-grained sand seal and the remainder of the borehole grouted. The wells will be developed following completion.

The wells will be purged and sampled for VO Hs 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 5 (Stage III) and IDW will be characterized and transported off-site for disposal. A total of 16 soil drums and 2 water drums of nonhazardous IDW are anticipated at the completion of Stage II.

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

Subtask 5 - Site Assessment Report

A conventional Site Assessment Report will be drafted for FOEP review and comment. A representative table of contents for the Site Assessment Report is shown in Attachment A.

Subcontractors

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

July 22, 2022

Drilling

Requests for Quotation were sent to three pre-qualified drilling companies for all drilling services.

The lowest cost bid was DrillPro.

Surveying

Southeastern Surveying and Mapping is a primary subcontractor for HW681 and other bids were not solicited for this project. The total quote is show in Attachment C.

Utility Location

Bids were obtained from Blood Hound, GPRS, and Site Lines LLC to complete the utility survey. The total quotes are shown in Attachment C.

IDW Disposal

Rates for IDW removal and disposal were previously requested for HW681 from Erwin

Remediation, Clean Earth, ERS, and Clark Environmental. These rates were used to assess the current IDW disposal costs for the Elite Cleaners site assessment. Erwin Remediation was the lowest cost and has been selected as the IDW disposal subcontractor for this project at a cost of

$3,900 as shown in Attachment C.

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 take into account any weather delays. CDM Smith will communicate with 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 on Figure 2 and shows targeted completion of the

Site Assessment process within 9 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.

CDM.thSm1

July 22, 2022

Table 2: Deliverables Schedule

Subtask 2 Site Preparation

Deliverable: Underground Utility Survey

Due Date: September 15, 2022

Subtask 3 Stage I Field Investigation

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

Due Date: invoices for subcontractors

November 15, 2022

Subtask 4 Stage II Field Investigation

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

Due Date: invoices for subcontractors

December 31, 2022

Subtask 5 Site Assessment Report

Deliverable: Site Assessment Report

Due Date: February 28, 2023

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, �tJ� Kara E. Fincham, PMP

Senior Project Manager

CDM Smith

FinchamKE@cdmsmith.com cc: Tom Duffey, P.G., CDM Smith

Shayne Wood, P.E., PMP, BCEE

Vice President

CDM Smith

WoodSH@CDMSmith.com

Attachment A

Site Assessment Report Contents

Table of Contents

Certification

Acronyms and Abbreviations

Section 1 Introduction

1.1 Site Description

1.2 Topography and Drainage

1.3 Water Supply Wells

1.4 Site History

1.2 Previous Investigations

Section 2 Site Characterization

2.1 Geology and Hydrogeology

2.2 Soil Assessment

2.2.1 VOC Delineation

2.2.2 MAGS Testing

2.3 Groundwater Assessment

2.3.1 Vertical Profiling

2.3.2 Monitoring Well Installation

2.3.3 Groundwater Sampling

2.4 Vapor Intrusion Assessment

2.5 Conceptual Site Model

Section 3 Quality Assurance/Quality Control

3.1 Soil

3.2 Soil Gas

3.3 Groundwater

Section 4 Conceptual Site Model

Section 5 Conclusions and Recommendations

Section 6 References

CDMthSml 1

Table of Contents • Site Assessment Report

List of Figures Figure 1-1 Site Location

Figure 1-2 Surrounding Land Use

Figure 1-3 Site Features

Figure 2-1 Site Characterization Locations

Figure 2-2 Soil voe Delineation Results

Figure 2-3 Soil Gas Laboratory Results

Figure 2-4 MAGS Testing Radius of Influence Plots

Figure 2-5 Vertical Profiling Locations

Figure 2-6 Groundwater VOC Delineation Results

Figure 2-7 Potentiometric Surface Map

List of Tables Table 2-1 Soil voe Delineation Data

Table 2-2 Soil Gas Laboratory Data

Table 2-3 MAGS Testing Data

Table 2-4 Vertical Profiling Data

Table 2-5 Monitoring Well Construction and Water Level Data

Table 2-6 Groudwater Quality Data

Table 2-7 Groundwater VOC Delineation Data

Appendices Appendix A Boring Logs and Well Construction

Appendix B Monitoring Well Purge Records

Appendix C Laboratory Reports

CDMthSml 2

Attachment B

Subcontractor Quotes

Driller

Item

1 - Mobilization/Demobilization 2 - Per Diem 3 - DPT Rig 4 - Materials 5 - 2" PVC Well Installation with 6 - 2'x2' Concrete Pad w/8" BD < 7 - Well Development 8 - Fill and Stage Drums ( Soil a 9 - Permits (SWFWMD) 10- Construct Temporary Decon 10-Geoprobe Soil Sampling/Bon

Subcontractor Evaluation

Elite Cleaners

Preferred Drilling Solutions DRILLPRO, LLC

Est. Qty. Units Rate Total Est. Qty. Units Rate 1 Lump Sum $1,500.00 $1,500.00 1 Lump Sum $1,000.00

Not included 5 Night $250.00 6 each $2,000.00 $12,000.00 4 Day $1,600.00 6 each $175.00 $1,050.00 1 Lump Sum $1,409.00

195 PerLF $25.00 $4,875.00 125 Foot $52.00 13 Per Day $125.00 $1,625.00 6 each $125.00 6 each $100.00 $600.00 6 each $75.00

25 each $70.00 $1,750.00 12 each $65.00 1 Lump Sum $125.00 $125.00 1 each $52.00 1 Lump Sum $300.00 $300.00

500 PerLF $6.00 $3,000.00

Betts Environmental

Total Est. Qty.I Units I Rate I Total $1,000.00 $1,250.00 $6,400.00 $1,159.00 $6,500.00 $750.00 No Bid

$450.00 $780.00 $52.00

Total $26,825.00 Total $18,341.00 Total $0.00

Stage Ill Permanent Monitoring Well Installation

Utility Location

Company Blood Hound GPRS

Locate Utilities $691.25 $700

I I

Surveying - Utilities, All Borings, and Monitoring Wells

Item

CDMthSml

Southeastern Surveying and Mapping

Stage Ill Lump Sum I $2,565.00

Total $2,565.00

Investigation-Derived Waste

Company Erwin Remediation Clark Environmental

Est. Qtv. I Units I Rate I Total Est. Qtv. I Units I Rate I

Site Lines LLC

$600

I

ERS CORP

Total Est. Qtv.l Units I Rate I Total

Attachment C: Subcontractor Quotes Former Birkey's Cleaners

ERIC 4889

Bradenton, Manatee County, Florida

1 - Transport Cost 3 per mi. per trip -1 - 1 ransporc \.,OSI

< 100 mi. per drum

1 - Transport Cost 101-250 mi. per drum

250-400 mi. per drum

2 - Liquid Disposal

2 - Soil Disposal

Included

Included

Included

Included

Included

Drums $100.00 $400.00

Drums $100.00 $1,000.00

Total $1,400.00

1 - Delivery destination 755 Prairie Industrial Parkway, Mulberry, Florida: 60 miles

2 - Delivery destination 790 Tallyrand Avenue, Jacksonville, Florida: 240 miles

3 - Up to 40 drums per trip maximum

CDMthSml

Not Applicable 240 Miles $2.90 $696.00

Not Applicable 3 Trips $696.00 $2,088.00

Drums $30.00 $1,170.00 Not Applicable

Drums $40.00 $0.00 Not Applicable

Drums $50.00 $0.00 Not Applicable

Drums $60.00 $240.00 4 Drums $100.00 $400.00

Drums $80.00 $800.00 10 Drums $100.00 $1,000.00

Total $2,210.00 Total $3,488.00

Attachment C: Subcontractor Quotes Former Birkey's Cleaners

ERIC 4889

Bradenton, Manatee County, Florida

Site Name: Elite Cleaners Site Address: 11301 N 56th St, Temple Terrace, FL FDEP ERIC No. 4708

DRILLING CONTRACTOR BID SHEET

Item Description of Work �uan111y Units

1.0 General Requirements

1.1 Utility Clearance-Obtain Sunshine 811 Dia Ticket, have utilities marked 1 Lump Sum

1.2 Potable water - obtain permission/meter from local municipal�y. pay for water usaae if a source is not available on-site 0 Lumo Sum

Mobilization/Demobilization including crew HASPI1) and Water Mgt.

1.3 District Well Installation Permits 1 Lumo Sum

1.4 Access improvements to drillina location(sl m aoolicablel 0 Lumo Sum

1.5 Construct T emporarv Decontamination Pad 1 Lump Sum

1.6 One Drill Rig and Crew Daily Rate 6 Per Day

1.7 Second Drill Rig and Crew Daily Rate (� applicable) 0 Per Day

1.8 Add�ional Staff as Proposed by Subcontractor 0 Per Day

1.9 Add�ional Equipment as Proposed by Subcontractor

1.9a Steam Cleaner 6 Per Day 1.9b Concrete Core Drill 6 Per Day

2.0 Monitor or SVE Well Installation, # Each/GeoProbe• Soil Sampling

2.1 2-lnch Sch. 40 PVC Well Installation & Materials, 5 or 10 ft. 0.01-lnch

195 Per Linear Foot Slot Screens, 6 or 8-inch O.D. Borehole, Soil SamplingI')

2.2 2' x 2' x 0.5' Well Pad, Flush-Mounted Bolt-Down 8-lnch Manhole 13 Each

2.3 2' x 2' x 0.5' Well Pad, Above-Ground Aluminum Riser, 4 Protective Each Safety Painted PVC Bollards

2.4 Decontamination between drilling locations and prior to demobilization 6 Per Day vve11 ueveIopment, 3 well voIumes or until voIume usea during arilling

2.5 has been extracted via a submersible pump plus stabilization of field 6 Per Well no�mo•o-

2.6 Investigation Derived Waste Mgt. - supply applicable DOT 55-gallon 25 Per Drum drums and handling/staging

2.7 Skid Steer Rental (� applicable) Per Day

2.8 Water Mgt. District Well Completion Reports 2 Lumo Sum

2.9 Geoprobe• Soil Sampling, Borehole Abandonment 500 Per Linear Foot

3.0 Additional Items, as needed

4.0 Contingency Cost (10%), use to be approved by COM Smith

Interstate Workers' Compensation Experience Modification Rate (EMR)

2019 0.86

2020 0.74

2021 0.73

1 urnnng Metnoa: Honow ::stem Auger, ::some, 1.;eoprooe• or'-' mer:

Type and model of drill rig(s) Geoprobe 8040 or 3230

Rate

$ 25.00

$ 1,500.00

$ 300.00

$ 2,000.00

$ 2,000.00

$ 75.00

$ 100.00

$ 25.00

$ 125.00

$ 200.00

$ 100.00

$ 70.00

$ 225.00

$ 50.00

$ 6.00

SUBTOTAL

TOTAL

Drill crew size/number of rigs & crews proposed/first available date to begin the work 3 Man crew, mid August

Extension

$ 25.00

$ 1,500.00

$ 300.00

$ 12,000.00

$ 450.00

$ 600.00

$ 4,875.00

$ 1,625.00

$ 600.00

$ 1,750.00

$ 100.00 $ 3,000.00

$ 26,825.00 $ 2,682.60

$ 29,601.60

I

Total number of staff and general function (include Florida Licensed Monitoring Well Driller & Certification Number) FL License# 2613

Total project duration

Assumed work hours per day

Assumed uninterrupted shift duration

Assumed number of breaks

Pollution Liability Insurance Limit per Occurrence

Company Name Preferred Drilling Solutions

Authorized Representative Name and Title Kevin Bonacum, Director of Safety & Business Development

Notes:

6/10/22

6 Days

10 Hours

Days

Each

1 - All drilling crew members shall meet the required OSHA training and medical monitoring requirements contained in 29 CFR 1910.120 and work shall be conducted under the Contractofs s�e-specific Health and Safety Plan.

2 - Soil sampling will be conducted at each well and samples collected on 5 ft centers for Hollow Stem Auger wells and continuous coring for wells installed by Sonic.

I I I

CDM.th 5ml

BID SHEET

Page 1 of 1 FDEP Waste Cleanup Project

GROUNDWATER

111111 II II 11111111111 I I I I I 111 II I 'I

Sonic Auger DPT Injection Well Abandonment

DATE: 6/6/2022

ESTIMATE#: 622025

PROTECTION

A Division of DRILLPRO. LLC

CUSTOMER

Kara E. Fincham

CDM Smith

4651 Salisbury Road, Suite 420

Jacksonville, Florida

(502) 339-0988

Project Description:

Elite Cleaners

11301 North 56th Street

Temple Terrace, Florida

PROJECT

DPT Soil/GW Sampling and Well Installation

(1) DPT Litho Boring to ~50' (or refusal). Borehole Abandonment

(7) 2" x 5' PVC VEW w/2.5' of .010 Slot Screen, No Completion. No Sampling

(9) DPT GW Profiling to 50' BLS with 5 sampling Intervals, Grout Borehole

(5) 2" x 15' PVC Well w/10' of .010 Slot Screen, 8" BD Completion. DPT Soil Sampling

(1) 2" x 50' PVC Well w/10' of .010 Slot Screen, 8" BD Completion. DPT Soil Sampling

Borehole Clearance to 5' bgs beyond 30 minutes may require a change order for additional time and costs.

Locations must be accessible with track mounted Sonic Rig

Utility Locates on Private Property are the responsibility of the client

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

ID DESCRIPTION QTY Unit Rate

1 Mobilization (Includes Shift Change) 1 Is $ 1,000.00

2 Per Diem 5 night $ 250.00

3 DPT Rig and Crew 4 day $ 1,600.00

4 Materials: Macrocore Sleeves 28 each $ 3.00

5 Materials: Standard Sample Tubing (1,000' roll) 2 each $ 100.00

6 Materials: Water Sample Points 45 each $ 3.00

7 Materials: Borehole Grouting (Soil Borings) 500 foot $ 0.50

8 Materials: 2" Sch 40 PVC Well Installation (VEW) 35 foot $ 14.00

9 2" PVC Well Installation w/DPT Soil Sampling 125 foot $ 52.00

10 2' x 2' Concrete Pad w/8" BD Completion 6 each $ 125.00

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

12 Fill and Stage Refurbished Drums (Soil) Estimated 9 each $ 65.00

13 Fill and Stage Drums (Water) Estimated 3 each $ 65.00

14 Water Meter and Use (If Needed) Is $ 1,000.00

15 Permits (SWFLWMD-up to 8 Wells per App/Parcel) 1 each $ 52.00

Completion: 4 Days of DPTNEW Install and 2 to 2.5 days Well Install Subtotal

THANK YOU FOR YOUR BUSINESS!

Toril llor/pM "Actual quantities used and days onsite will be invoiced"

Todd Hodgson TOTAL

Partner

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

Todd@drillprollc.com.

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

TOTAL

1,000.00

1,250.00

6,400.00

84.00

200.00

135.00

250.00

490.00

6,500.00

750.00

450.00

585.00

195.00

52.00

18,341.00

18,341.00

Fincham, Kara E.

Sent:

To:

Blake Cabit <bcabit@bettsenv.com>

Monday, June 6, 2022 10:09 AM

Ryan, Andrew J.

Cc: Fincham, Kara E.

Subject: RE: Request for Bid - Former Bays Cleaners, Metro Cleaners, and Elite Cleaners

Ryan-

Betts Environmental will not be providing a cost estimate for this project. We appreciate you thinking of Betts and hope you will continue sending us opportunities in the future.

Respectfully, Blake Cabit

General Manager - Aiken, SC

0 1(888) 401-6948 I C (803) 522-3793 www.bettsenv.com

�Betts w fNVlllONHtNT1'L I SONIC I OO)IIC>1NIC\I.

Your National Partner in Drilling Solutions.

From: Ryan, Andrew J. <ryanaj@cdmsmith.com>

Sent: Wednesday, June 1, 2022 12:57 PM

To: bcabit@bettsenv.com

Cc: Fincham, Kara E. <finchamke@cdmsmith.com>

Subject: Request for Bid - Former Bays Cleaners, Metro Cleaners, and Elite Cleaners

Blake, COM Smith is soliciting bids for environmental drilling services at three sites listed below.

COM Smith is a prime contractor to the Florida Department of Environmental Protection under its Dry Cleaning Solvent

Cleanup Program and these sites are being managed under the program. COM Smith is soliciting a bid from your company because we believe that you are qualified to complete the required work, as described below. If you wish to remain on CDM Smith's list of pre-qualified drilling companies for this type of work, please respond to this email indicating whether your company will or will not submit a response to this request.

Please complete each tab (one for each site) in the attached bid document and return to me by Monday, June 6th. Also, please provide us with your earliest availability for each project.

Summaries of work requested at each site are presented below:

Former Bays Cleaners (210 North Magnolia Avenue, Ocala, FL)

• (13x) Continuous soil borings to approximately 46' bis. Locations may require coring through concrete or asphalt. All locations must be repaired with like material following proper abandonment.

• (3x) Installation of 2" monitoring wells, 50' bis with ten feet of 0.01-slot screen. Sand pack and a fine-grained sand seal will be installed to above the screen and the remainder of the borehole will be grouted.

• (3x) Installation of 2" monitoring wells, 75' bis with ten feet of 0.01-slot screen. Sand pack and a fine-grained sand seal will be installed to above the screen and the remainder of the borehole will be grouted.

• (lx) Installation of 2" monitoring well, 285' bis with five feet of 0.01-slot screen. Sand pack and a fine-grained sand seal will be installed to above the screen and the remainder of the borehole will be grouted.

Former Metro Cleaners (3054 West New Haven Avenue, Melbourne, FL)

• (lx) Lithologic boring: continuous soil core via DPT to approximately 45' bis or until refusal. Grouted up upon completion.

• (Gx) Vapor Extraction Wells: 2" PVC to a depth of approximately 5 feet with a minimum borehole diameter of 6".

2.5' of screen (can be cut from a longer section) and capped with a slip cap using stainless steel screws. A sand pack will be installed to a depth of 2' bis and then grouted to surface. One location may be inside the facility and access for a rig may be a problem.

• (7x) Groundwater profiling locations: water samples collected from a screen point at water level (approx. 5 ft bis) via DPT rig and at various lowest points, possibly up to 40' bis. Locations may require coring through concrete or asphalt. All locations must be repaired with like material following proper abandonment.

• (4x) Abandonment of monitoring wells (2" to approximately 12' bis assumed) via tremie grouting including removal of manhole.

• (4x) Installation of 2" shallow monitoring wells, 12' bis with ten feet of 0.01-slot screen. Sand pack and a fine grained sand seal will be installed to above the screen and the remainder of the borehole will be grouted.

• (lx) Installation of 2" deep monitoring well, 40' bis with five feet of 0.01-slot screen. Sand pack and a fine grained sand seal will be installed to above the screen and the remainder of the borehole will be grouted.

Elite Cleaners (11301 North 56th Street, Temple Terrace, FL)

• (lx) Lithologic boring: continuous soil core via DPT to approximately 50' bis or until refusal. Grouted up upon completion.

• (7x) Vapor Extraction Wells: 2" PVC to a maximum depth of approximately 10 feet with a minimum borehole diameter of 6". 2.5' of screen (can be cut from a longer section) and capped with a slip cap using stainless steel screws. A sand pack will be installed to a depth of 2' bis and then grouted to surface. One location may be inside the facility and access for a rig may be a problem.

• (9x) Groundwater profiling locations: water samples collected from a screen point at water level (approx. 5-10 ft bis) via DPT rig and at various lowest points, possibly up to 50' bis. Locations may require coring through concrete or asphalt. All locations must be repaired with like material following proper abandonment.

• (5x) Installation of 2" shallow monitoring wells, 15' bis with ten feet of 0.01-slot screen. Sand pack and a fine grained sand seal will be installed to above the screen and the remainder of the borehole will be grouted.

• (lx) Installation of 2" deep monitoring well, up to 50' bis with five feet of 0.01-slot screen. Sand pack and a fine grained sand seal will be installed to above the screen and the remainder of the borehole will be grouted.

The subcontractor should assume that a water supply may not be available at the sites. The subcontractor will be required to obtain any permits required for the drilling services. All soil cuttings and groundwater from development will be containerized in drums and placed in the rear of each site for future disposal by COM Smith. Standard FDEP decontamination requirements apply for each site.

Please call or email with any questions, Andrew J. Ryan, P.G.

Geologist

COM Smith

101 Southhall Lane, Suite #200

Maitland, FL 32751

Cell: (772) 643-8763

Work: (407) 660-6397 ryanaj@cdmsmith.com

June 21, 2022

Andrew J. Ryan, P.G.

Geologist

COM Smith

101 Southhall Lane, Suite #200

Maitland, FL 32751

Cell: (772) 643-8763

Work: (407) 660-6397

RE: Project Name: Elite Cleaners Parcel ID: 200651-0000

Address: 11301 N 56th Street, Temple Terrace

VIA EMAIL: ryanaj@cdmsmith.com

Section 15, Township 28 South, Range 19 East, Hillsborough County, Florida

Dear Mr. Ryan, SCOPE OF WORK:

Provide a Topographic Survey to meet the Standards of Practice as prescribed by the Florida Board of Professional Land

Surveyors in Chapter 5J-17 FAC, Section 472.027 of the Florida Statutes. The survey will include the following:

1. Locate TOC for five (5) new Monitoring Wells. (See attached)

2. Establish a minimum of two (2) site benchmarks.

ADDITIONAL SERVICES

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

INFORMATION PROVIDED BY CLIENT

SSMC shall be entitled to rely on the completeness and accuracy of all information provided by the Client or the Client's consultants or representatives.

DELIVERABLE

The final product will be (2) certified prints, and an electronic file for your use.

DELIVERY

All documents will be sent to the client or the client's representative(s) via USPS. If overnight shipping is requested or required by the client or the client's representative(s), then said charges would appear as a separate item on our invoice unless we are provided with the client's overnight carrier account number for shipping.

PROJECT Tl MELINE

We anticipate the completion of the above-described work within twenty (20) business days after receipt of a written notice to proceed.

EXPENSES AND FEES

Our fee for the above-referenced work will be as follows:

100 % Employee-Owned I www.southeasternsurveying.com

Orlando, Florida I Jacksonville, Florida I Chipley, Florida

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

Elite Cleaners Parcel ID: 200651-0000

EXPENSES AND FEES

Our fee for the above-referenced work will be as follows:

Topographic Survey:

Payment Terms:

Survey

Equipment

$2,350.00

$215.00

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

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

Sincerely, �.ei..a. - Robert W. Gardner, PSM, LEED GA

Office Manager

SUE• SURVEY• GIS

Z:\PROJECTS\2021\!! FDEP'S WASTE CLEANUP _CDM Smith\JAX\06-14-2022 Elite Cleaners, 11301 N 56th Street, Temple Terrace, FL\SSMC\SSMC_Waste Cleanup

Programs - Elite Cleaner _CDM Smith.docx

Elite Cleaners Parcel ID: 200651-0000

Professional Surveyor & Mapper

Project Manager (Survey)

Project Manager (SUE)

Senior Technician (Survey)

Senior Technician (SUE)

CAD Technician

2 Person Survey Field Crew

3 Person Survey Field Crew

4 Person Survey Field Crew

2 Person SUE Field Crew

3 Person SUE Field Crew

SUE• SURVEY• GIS

EXHIBIT "A"

HOURLY RATES

$162.00/per hour

$162.00/per hour

$162.00/per hour

$122.00/per hour

$122.00/per hour

$108.00/per hour

$163.00/per hour

$214.00/per hour

$265.00/per hour

$198.00/per hour

$276.00/per hour

Z:\PROJECTS\2021\!! FDEP'S WASTE CLEANUP _CDM Smith\JAX\06-14-2022 Elite Cleaners, 11301 N 56th Street, Temple Terrace, FL\SSMC\SSMC_Waste Cleanup

Programs - Elite Cleaner _CDM Smith.docx

GENERAL TERMSANDCONDITIONS

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

STCS.

SCOPE OF SERVICES

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

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

b. The correctness and completeness of any drawing prepared by SSMC, unless it was duly signed and sealed by a registered professional on SSMC's behalf.

c. Favorable or timely comment or action by any governmental entity on the submission of any construction documents, land use or feasibility studies, appeals, petitions for exceptions or waivers, or other requests or documents of any nature whatsoever.

d. Taking into account off-site circumstances other than those clearly visible and actually known to SSMC from on-site work.

e. The actual location (or characteristics) of any portion of a utility that is not entirely visible from the surface.

f. Site safety or construction quality, means, methods, or sequences.

g. The correctness of any geotechnical services performed by others, whether or not performed as SSMC's subcontractor.

Should shop drawing review be incorporated into the Services, SSMC shall pass on the shop drawings with reasonable promptness. Checking and approval of shop drawings will be general, for conformance with the design concept of the project to which this Agreement relates ("Project") and compliance with the information given in the construction documents, and will not include quantities, detailed dimensions, nor adjustments of dimensions to actual field conditions. Approval shall not be construed as permitting any departure from contract requirements, nor as relieving the Contractor of the sole and final responsibility for any error in details, dimensions, or otherwise, that may exist. SSMC does not provide legal, accounting, or insurance services.

YOUR ORAL DECISIONS

You, or any of your directors, officers, partners, members, managers, employees or agents having apparent authority from you, may orally: (a) make decisions relating to Services or the Agreement; (b) request a change in the scope of Services under the Agreement; or (c) request SSMC to render additional services under the Agreement, subject to our right to require you to submit the request in writing before your decision or request shall be considered to have been effectively made. You may, at any time, limit the authority of any or all persons to act orally on your behalf under this Paragraph, by giving SSMC seven (7) days advance written notice.

STANDARD OF CARE

The standard of care for all professional services performed by SSMC under this Agreement shall be the skill and care used by members of SSMC's profession practicing under similar circumstances at the same time and in the same locality.

PAYMENT

SSMC may submit invoices at any time to you for Services and reimbursable expenses incurred. Invoices are payable within 30 days of the invoice date. Invoices may be based either upon our estimate of the proportion of the total services completed at the time of billing for lump sum or fixed fee services, or in the case of hourly services, upon rendering of the Services. If any invoice is not paid within 30 days of the invoice date, SSMC shall have the right either to suspend the performance of our Services until all invoices more than 30 days past due are fully paid or to terminate the agreement and to initiate proceedings to recover amounts owed by you. Additionally, SSMC shall have the right to withhold from you the possession or use of any drawings or documents prepared by SSMC for you under this or any other agreement with you until all delinquent invoices are paid in full.

You shall not offset payments of our invoices by any amounts due or claimed to be due for any reason.

If you do not give SSMC written notice disputing an invoice within 20 days of the invoice date, the invoice shall conclusively be deemed correct. All payments made by you should specify the invoice numbers being paid. If SSMC receives payments that do not specify the invoices being paid, you agree that SSMC may apply payments in our sole discretion.

Time is of the essence of your payment obligations, and your failure make full and timely payment shall be deemed a material breach.

PROPRIETARY RIGHTS

The drawings, specifications and other documents prepared by SSMC under this Agreement are instruments of SSMC's service for use solely for the Project and, unless otherwise provided, SSMC shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including the copyright and rights to any SSMC trademarks. You shall be permitted to retain copies, including reproducible copies of SSMC's instruments of service for information and reference for the Project. SSMC's drawings, specifications, or other documents shall not be used by you or others on other projects for any reason or for completion of this Project by other professionals unless you enter into a written agreement with SSMC allowing for such use. Submission or distribution of documents to meet official regulatory requirements or for similar purposes in connection with the Project is not to be construed as publication inconsistent with our reserved rights.

TERMINATION

Either party may terminate the Agreement if the other party materially breaches the Agreement. You shall immediately pay SSMC for our services rendered and expenses incurred through the termination date, including fees and expenses that SSMC incur as a result of the termination.

ASSIGNMENT

Neither party shall assign or transfer any rights, interests or claims arising under this Agreement without the written consent of the other. This Agreement shall not confer any benefit or right upon any person or entity other than you, SSMC, and its officers, employees, agents, and subcontractors. SSMC's officers, employees, agents, and subcontractors shall have and shall be entitled to the protections afforded SSMC under this Agreement.

GOVERNING LAW

This Agreement shall be interpreted under and governed by the laws of the State of Florida. The parties agree that the courts of Orange County, Florida, and the US District Court of the Middle District of Florida (Orlando Division) shall have exclusive jurisdiction over any controversy. The parties consent to the jurisdiction of the Courts and waive any objection either party might otherwise be entitled to assert regarding jurisdiction. The parties irrevocably waive all right to trial by jury in any action, proceeding, or counterclaim arising out of or related to this Agreement.

SEVERABILITY

If any part, term, or provision of this agreement is held to be illegal or unenforceable, the validity and enforceability of the remaining parts, terms, and provisions of this agreement shall not be affected, and each party's rights shall be construed and enforced as if the agreement did not contain the illegal or unenforceable part, term, or provision.

LIMITATIONS ON LIABILITY

SSMC's liability for any loss, property damage or bodily injury of or to you caused in whole or in part by SSMC in the performance of this Agreement, or in the performance of any supplementary services in any way related to this Agreement, shall be limited in the aggregate to the amount of fees that you have paid to SSMC for the Services. The parties intend that the preceding limitation on liability shall apply to all claims, whether sounding in tort, in contract, in warranty or otherwise. You release, waive, and shall not seek contribution from, or indemnification by, SSMC for any claims of any nature made against you by any other person who may suffer any loss, property damage or bodily injury in any manner associated with SSMC's services, or SSMC's officers, employees, agents and subcontractors under this Agreement, or any supplementary services in any way related to this Agreement. SSMC shall not be liable to you, in any event or for any amount, for delays, or consequential, special or incidental damages; or punitive or exemplary damages.

PAYMENT OF ATTORNEY'S FEES

The losing party shall pay the winning party's reasonable attorney's fees and expenses for the prosecution or defense of any cause of action, claim or demand arising under this Agreement in any court or in arbitration.

INDEMNIFICATION

You agree to indemnify and hold SSMC harmless from and against any and all liability, loss, damages, claims, and demands for loss, damages, property damages or bodily injury, arising out of work undertaken on the Project by you, or your contractor, subcontractor or other independent company or consultant employed by you to work on the Project, or their respective partners, members, managers, directors, officers, employees, agents or assigns; or arising out of any other operation, no matter by whom performed, for and on behalf of you, or such contractor, subcontractor or other independent company or consultant, whether or not due in part to errors or omissions by us in the performance of this Agreement, or in the performance of any supplementary service in any way related to this Agreement, provided that you are not required to indemnify and hold SSMC harmless under this Paragraph in the event of SSMC's sole negligence.

INSURANCE

SSMC represents that it carries and will continue carry General Liability in the amount of SlM per each occurrence and $2M per general aggregate, Worker's Compensation in the amount of SlM, Automobile Liability in the amount of SlM, Professional Liability also known as Errors and Omissions in the amount of $SM per occurrence and general aggregate, and Umbrella Coverage in the amount of $SM. General Liability, Automobile Liability and Worker's Compensation are primary and non-contributory with Umbrella following form.

Certificates of Insurance shall be provided upon request, listing your Company as the certificate holder for a period of one (1) year. SSMC and Client shall waive subrogation against one another.

COMPLETE AGREEMENT

This Agreement contains the entire agreement between the parties concerning the matters covered herein. No prior representations, statements, or inducements made by either SSMC, you, or the respective agents of either, that is not contained in the Agreement shall enlarge, modify, alter, or otherwise vary the written terms of the Agreement unless they are made in writing and made a part of the Agreement by attachment, incorporated by reference in the Agreement or signed or initialed on behalf of both parties.

N

0 30

Feet

1 in = 30 feet

LEGEND

Proposed Locations

Shallow Monitoring

Well

Deep Monitoring

Well

Figure 6 Proposed Monttorin g Well Location Map

Eltte Cl eaners

ERIC_4708

CDM

Smith

SITE LIN ES LLC

Utility Locating 1143 59th Avenue North

St. Petersburg, FL 33703

Mr. Andrew J. Ryan, P.G.

CDM Smith

101 Southhall Lane, Suite #200

Maitland, FL 32751

June 15, 2022

(727) 432-9482 bhardy@sitelinesllc.com

SITE:

PROPOSAL:

Elite Cleaners Site - Temple Terrace, Florida

01112p

Dear Mr. Ryan:

Thank you for contacting Site Lines LLC regarding the private utility locate at your project site. Attached is our proposal in response to your inquiry.

Please review the proposal to ensure I have accurately captured the project details.

If you agree to the proposal, including the terms and conditions, and the statement of work, please sign, initial and date where indicated. Upon signing, the proposal will serve as the Agreement of the parties as to the above-referenced Project.

If you have any questions, please feel free to contact me. I look forward to working with you.

Sincerely, Site Lines LLC

'1J ;,/4,- 1- 7/J;ff- William L. Hardy II Geophysicist President

Enclosure

SITE LINES LLC PROPOSAL

SITE LOCATION

Elite Cleaners Site - 11301 N 56th Street, Temple Terrace, FL

PROPOSED SCOPE OF WORK

Site Lines ("Company") will use Ground Penetrating Radar (GPR) and conventional electromagnetic (EM) pipe and cable locators to determine the location of underground utilities at the site identified by CDM Smith ("Client"). Of specific concern is the location of utilities within the area of approximately 6 proposed drilling locations. A map of the locations was provided and is attached to the back of this document.

RESULTS OF THE INVESTIGATION

The estimated depth and location of utilities identified during the investigation will be marked on the ground surface using spray paint or other method to be agreed upon by the parties. Designated utilities will also be documented on a field sketch.

The American Public Works Association Uniform Color Codes for the marking of underground utilities will be used.

PROJECT FEE

The fee to complete the project as described within this proposal is: Six Hundred Dollars [$600.00].

Client shall pay Company in full within…