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.

HW682

DC003B Completion July 29, 2023

This Task Assignment authorizes ECT to to conduct site assessment activities at the Jolie Cleaners & Laundry site located in Tampa, Florida. All work will be conducted in accordance with the scope of work and cost proposal submitted on December 16, 2022.

Kelly Crain 850-245-8953 Contractor Environmental Consulting and Technology, Inc. (ECT) Contractor

Contractor Mark A. Culbreth Contractor 813-289-9338

ERIC_4763

3911 W. Waters Ave, Tampa, Hillsborough County, FL

Jolie Cleaners & Laundry

Contractor Contractor

✔ $ 63,198.90

$ 63,198.90

Select One

Environmental Consulting and Technology, Inc. (ECT Contractor Mark A. Culbreth

Contract Manager

12/19/202

Digitally signed by Mark Culbreth DN: CN=Mark Culbreth, E=mculbreth@ectinc.com Reason: I am approving this document Location: your signing location here Date: 2022.12.19 15:15:07-05'00' Foxit PhantomPDF Version: 10.1.6

Mark Culbreth

Jennifer Farrell

Digitally signed by Jennifer Farrell Date: 2022.12.19 14:51:02 -05'00'

N/A

Task Assignment Notification/Change Order Deliverables and Invoice Schedule Attachment

WC TAFORM

Contract Number:

Task Assignment #:

Deliverables:

Deliverable Deliverable Due Date

Invoice Schedule:

Requirements for Invoice Submittal Amount to be Invoiced

TOTAL COST

Email deliverable for GPR and Field Notes (Subtask 2) 02/02/2023

Email deliverable DPT and Soil Sampling Field Notes (Subtask 3) 03/02/2023

Email deliverable well installation and sampling Field Notes (Subtask 4) 04/01/2023

Email deliverable for MAGS Field Notes (Subtask 5) 05/01/2023

PLS and IDW Manifest (Subtask 6 and 7) 05/31/2023

SAR and PM (Subtask 8 and 1) 06/30/2023

FDEP Approval of Email deliverable for GPR and Field Notes (Subtask 2) $ 2,747.17

FDEP Approval of Email deliverable DPT and Soil Sampling Field Notes (Subtask 3) $ 28,662.84

FDEP Approval of Email deliverable well installation and sampling Field Notes (Subtask 4) $ 17,882.10

FDEP Approval of Email deliverable for MAGS Field Notes (Subtask 5) $ 4,999.56

FDEP Approval of PLS and IDW Manifest (Subtask 6 and 7) $ 5,206.83

FDEP Approval of SAR and PM (Subtask 8 and 1) $ 3,700.40

$ 63,198.90

HW682

DC003B

FFLORIDAA DEPARTMENTT OF

EEnvironmentall Protection

Bob Martinez Center

2600 Blair Stone Road Tallahassee, FL 32399-2400

Ronn DeSantis Governor

Jeanette Nuñez

Lt. Governor

Shawnn Hamilton Secretary

Memorandum

TO: HW682 Contract File Jolie Cleaners & Laundry

ERIC_4763

FROM: Kelly Crain, Project Manager SUBJECT: Negotiation Summary Task Assignment DC-003B DATE: December 16, 2022

This Task Assignment authorizes ECT to conduct initial site assessment activities in accordance with the Scope of Work dated December 16, 2022. The Department reviewed and provided comments on ECT’s Site Assessment Workplan for the Jolie Cleaner’s site. The Department’s comments on the Workplan have been addressed in the Scope of Work for this Task Assignment.

ECT will implement the Site Assessment Workplan that has been approved by the Department, which includes: HASP preparation and utility clearance, soil and DPT groundwater sampling and interior well installation, monitor well installation and sampling, soil vapor assessment, IDW management, professional land survey, and complete a Site Assessment Report.

The original Task Assignment totaled $61,429.90, but after negotiations and corrections, the final costs associated with this Task Assignment are $63,198.90. The project manager agrees to the scope of work and associated costs. ECT may invoice according to the attached schedule.

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

Project Manager 9.18 9.18 ncipal Scientist (MC) 2 0.0 0.0 0 0 0 0 gineer / Scientist (GS) 10 2.0 0.0 0 6.0 0 0 gineer / Scientist (DP) 12 8.0 1.0 0 0 2.0 1.0 iate Engineer / Scientist (KM) 130 0 57.5 34.5 9.5 0 0 yst / Graphics (JV) 8 0.0 0.0 0 0 0 0 Engineer / Scientist (JP) 26 0.0 0.0 10.5 9.5 0 5.5 ative (BJ) 8 0.0 2.0 1 1 0 0 Total Hours 204.18 9.18 10.0 60.5 46.0 26.0 2.0 6.5 bor $6,390.81 $735.23 $545.78 $2,020.05 $1,431.31 $876.61 $110.00 $173.47

125.30% $8,007.68 $921.24 $683.86 $2,531.12 $1,793.43 $1,098.39 $137.83 $217.36 min 0.00% $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

47.40% $3,029.23 $348.50 $258.70 $957.50 $678.44 $415.51 $52.14 $82.22 Total Labor $17,427.72 $2,004.97 $1,488.34 $5,508.67 $3,903.18 $2,390.51 $299.97 $473.05

Travel ental $1,280.00 $80.00 $480.00 $480.00 $120.00 $0.00 $120.00 vel $1,280.00 $80.00 $480.00 $480.00 $120.00 $0.00 $120.00 Subcontractor (Equipment Procurement) actor Subtotal $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ent Fee $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 Subcontractor (Services Procurement)

$2,495.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2,495.00 $1,320.00 $0.00 $0.00 $0.00 $0.00 $1,320.00 $0.00

$900.00 $900.00 $0.00 $0.00 $0.00 $0.00 $0.00 ater Protection $22,209.00 $0.00 $12,453.00 $9,756.00 $0.00 $0.00 $0.00 actor Subtotal $26,924.00 $900.00 $12,453.00 $9,756.00 $0.00 $1,320.00 $2,495.00 Fee $2,692.40 $90.00 $1,245.30 $975.60 $0.00 $132.00 $249.50

Total Subcontractor Cost $29,616.40 $990.00 $13,698.30 $10,731.60 $0.00 $1,452.00 $2,744.50 Laboratory

Costs $9,496.00 $0.00 $7,110.00 $786.00 $1,600.00 $0.00 $0.00 hipping $600.00 $0.00 $350.00 $140.00 $110.00 $0.00 $0.00

Total Laboratory $10,096.00 $0.00 $7,460.00 $926.00 $1,710.00 $0.00 $0.00 Field Expenses bles $480.00 $40.00 $200.00 $160.00 $40.00 $0.00 $40.00 nt (Soil Sampling Kit) $1,675.00 $0.00 $700.00 $975.00 $0.00 $0.00 $0.00 nt (Shallow Groundwater Sampling Ki $290.00 $0.00 $0.00 $290.00 $0.00 $0.00 $0.00 nt (MAGS Investigation Kit) $500.00 $0.00 $0.00 $0.00 $500.00 $0.00 $0.00 nt (Ice) $91.00 $0.00 $65.00 $26.00 $0.00 $0.00 $0.00

Total Field Expenses $3,036.00 $40.00 $965.00 $1,451.00 $540.00 $0.00 $40.00

Subtotal $61,456.12 $2,004.97 $2,598.34 $28,111.97 $17,491.78 $4,760.51 $1,751.97 $3,377.55 Completion Fee $1,742.78 $200.50 $148.83 $550.87 $390.32 $239.05 $30.00 $47.31

Total Estimated Cost $63,198.90 $2,205.47 $2,747.17 $28,662.84 $17,882.10 $4,999.56 $1,781.97 $3,424.866 $1,494.93

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Jolie Cleaners & Laundry SUBTASK:2 (HASP & Utility Clearance)

9/22/2022 DATE: 12/13/2022

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

G. Sattler Senior Engineer Prepare Health and Safety Plan 2 Total Hours 2

D Phillips Senior Scientist Roundtrip mobilization from Orlando to the site in Tampa 4 Utility clearance 4

Total Hours 8

TOTAL LABOR 10

VEHICLE TYPE RATE UNIT USEAGE

Rental Car $80.00 day 1 $80.00

TOTAL VEHICLE $80.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST UNIITS

Private Utility Location 1 $900.00

TOTAL $900.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC UNITS

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Expendables $40.00 Event 1 $40.00

$40.00TOTAL EQUIPMENT

$900.00

9/22/22

SUBTASK:3 (DPT Soil & Groundwater Sampling)

9/22/2022 DATE: 12/13/2022

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

D Phillips Senior Scientist Verification of property ownership, notify RPO of field activities 1 Total Hours 1

K. Morrison Sr. Associate Scientist Round-Trip Mobilizations from Tampa office to the site 7.5 Soil Borings and DPT Sampling 50

Total Hours 57.5 B. Jarvis Administrative Create tables and data entry 2

Total Hours 2

TOTAL LABOR 60.5

VEHICLE TYPE RATE UNIT USEAGE

Rental Truck $480.00 week 1 $480.00

TOTAL VEHICLE $480.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE UNIT COST UNITS

Groundwater Protection DPT Soil & Groundwater Sampling $12,453.00 1 $12,453.00

TOTAL $12,453.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC Units USEPA Method 8260 for full list Soil SBs $73.00 39 $2,847.00 USEPA Method 8260 for full list Sediment SD $73.00 1 $73.00 SPLP Extractions $45.00 12 $540.00 USEPA Method 8260 for full list Groundwater DPT $73.00 36 $2,628.00 USEPA Method 8260 full list Grab samples from interior MW $73.00 1 $73.00 USEPA Method 8260 full list for SPLP $73.00 12 $876.00 USEPA Method 8260 full list Surface SW water samples $73.00 1 $73.00 Shipping Samples $70.00 5 $350.00

TOTAL LAB $7,460.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Expendables $40.00 day 5 $200.00 Soil Assessment Kit $700.00 week 1 $700.00 Ice $6.50 each 10 $65.00

$965.00TOTAL EQUIPMENT

SUBTASK:4 (Well Installation & Groundwater Sampling)

9/22/2022 DATE: 12/13/2022

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

K. Morrison Sr. Associate ScientistRound-Trip Mobilizations from Tampa office to the site 4.5 Oversight for Well Installations 30

Total Hours 34.5 J. Penia Technician Round-Trip Mobilizations from Tampa office to the site 1.5

Open Well and collect DTW at 8 wells 1 Groundwater Sampling (8 wells) 8

Total Hours 10.5 B. Jarvis Administrative Update tables 1

Total Hours 1

TOTAL LABOR 46

VEHICLE TYPE RATE UNIT USEAGE

Rental Truck KM $120.00 day 3 $360.00 Rental Truck JP $120.00 day 1 $120.00

TOTAL VEHICLE $480.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE UNIT COST UNITS

Groundwater Protection DPT Well installations 1 $9,756.00

TOTAL $9,756.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC Units IDW USEPA Method 8260 for full list Soil $73.00 1 $73.00 IDW USEPA Method 6020 or 6010 for RCRA 4 Metals Soil $56.00 1 $56.00 USEPA 8260 for full list Groundwater MWs $73.00 8 $584.00 IDW USEPA 8260 for full list Groundwater $73.00 1 $73.00 Shipping Samples $70.00 2 $140.00

TOTAL LAB $926.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Expendables $40.00 day 4 $160.00 Monitoring well Install Kit $325.00 day 3 $975.00 Shallow Groundwater Sampling Kit $290.00 day 1 $290.00 Ice $6.50 each 4 $26.00

$1,451.00

$9,756.00

TOTAL EQUIPMENT

SUBTASK:5 (MAGS)

9/22/2022 DATE: 12/13/2022

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

G. Sattler Senior Engineer Developed MAGS Plan and provide remote P.E. assistance 3 Check MAGS data. 3

Total Hours 6 K. Morrison . Associate ScientRound-Trip Mobilization from Tampa office to the site 1.5

MAGS Testing 8 Total Hours 9.5

J. Penia Technician Round-Trip Mobilization from Tampa office to the site 1.5 MAGS Testing 8

Total Hours 9.5 B. Jarvis Administrative Update tables 1

Total Hours 1

TOTAL LABOR 26

VEHICLE TYPE RATE UNIT USEAGE

Rental Truck $120.00 day 1 $120.00

TOTAL VEHICLE $120.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE UNIT COST UNITS

TOTAL $0.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC Units

USEPA Method TO-15 for VOHs $200.00 8 $1,600.00 Sampling Shipping Overnight $110.00 1 $110.00

TOTAL LAB $1,710.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Expendables $40.00 Day 1 $40.00 MAGS Investigation Kit $500.00 Day 1 $500.00

$540.00TOTAL EQUIPMENT

SUBTASK:6 (IDW Management)

9/22/2022 DATE: 12/13/2022

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Dan Phillips Senior Scientist Characterization and waste profile for transportation and disposal of IDW drum(s 1 Schedule IDW transport and disposal 1

TOTAL LABOR 2

VEHICLE TYPE RATE UNIT USEAGE

TOTAL VEHICLE $0.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE UNIT COST UNITS

Erwin Remediation Soil IDW T&D $110.00 6 $660.00 Erwin Remediation Water IDW T&D $110.00 6 $660.00

TOTAL $1,320.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC Units

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

$0.00TOTAL EQUIPMENT

SUBTASK:7 (Professional Land Survey)

9/22/2022 DATE: 12/13/2022

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

D Phillips Senior Scientist Verification professional land survey for completeness & accuracy 1 Total Hours 1

J. Penia Technician Round trip Mobilize from Tampa office to the site 1.5 PLS Oversight 4

Total Hours 5.5

TOTAL LABOR 6.5

VEHICLE TYPE RATE UNIT USEAGE

Rental Truck $120.00 day 1 $120.00

TOTAL VEHICLE $120.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE UNIT COST UNITS

SurvTech Solutions Professional Land Survey $2,495.00 1 $2,495.00

TOTAL $2,495.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC Units

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Expendables $40.00 Event 1 $40.00

$40.00TOTAL EQUIPMENT

SUBTASK:8 (SAR Preparation)

9/22/2022 DATE: 12/13/2022

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

M. Culbreth Sr. Principal Scie Develop conclusions and recommendations and prepare final Assessment Report 2 Total Hours 2

G. Sattler Senior Engineer Develop conclusions and recommendations and prepare for the MAGS section 2 Total Hours 2

K. Morrison . Associate ScientPrepare the draft SAR 28 Total Hours 28

J. Von Borstel GIS Analyst Create and update figures 8 Total Hours 8

B. Jarvis Administrative Create and update tables 4 Total Hours 4

TOTAL LABOR 44

VEHICLE TYPE RATE UNIT USEAGE

TOTAL VEHICLE $0.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE UNIT COST UNITS

TOTAL $0.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC Units

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

$0.00TOTAL EQUIPMENT

ESTIMATE

Blood Hound 6500 Technology Center Dr.

Suite 200 Indianapolis, IN 46278

Email: BHI@bhug.com bhug.com Website:

Phone #: 888-858-9830 888-858-9829 Fax #:

6500 Technology Center Dr.

Blood Hound will use electromagnetic (EM) and ground-penetrating-radar (GPR) equipment to locate private underground utilities at site indicated by client. All findings will be marked according to APWA standard. Customer is responsible for calling 811 for locates of any public utilities. If the scope of work should change or is different than that listed on estimate, please call our office for a revised estimate.

Unless expressly noted, Vacuum Excavation estimates do not include any of the following services: Permitting, Traffic Control, Restoration, Special Restoration, Special Backfill or Waste Disposal. If you need any of those services please call our office for a revised estimate.

Blood Hound is not responsible for the condition of the pipes or structures before or after jetting/clearing service is performed. Unsatisfactory conditions could be present within the structure and any services may bring those deficiencies to light.

In the event of inclement weather, if the client still requests for crew to arrive on site, then the client will be responsible for minimum charges even if no work is performed.

6500 Technology Center Dr.

By signing this Estimate the client acknowledges that they accept the scope of work listed on the estimate, as well as the service rates provided and are providing Blood Hound with a Notice To Proceed (NTP) for the listed Project. If the scope of work should change while the work is in progress, any changes will be documented on the technician’s field notes and signed off on by the client. Signing this estimate also acknowledges that the client agrees to the terms and conditions as they relate to payment for services rendered.

Signature: ______________________________________________________________________________________

Printed Name: ___________________________________________________________________________________

Date Signed: ____________________________________________________________________________________

Payment is due at the time of service, unless you already have an account with us. If you do have an account with us, payment terms are Net 30 days, unless otherwise stated in a pre-approved contract. To learn more, please call the office at 888-858-9830.

PRICE MAY VARY BASED ON ACTUAL TIME ON SITE. The above pricing is based only on the information supplied by the customer.

If a site walk through has not been conducted, this may affect the price.

If this is a prevailing wage job, please contact our office for a revised quote as this pricing does not reflect prevailing wage rates. If at some later date a project is determined to be a prevailing wage job, then any extra expense incurred by Blood Hound will be billed to the client.

The project estimate outlined in this specific proposal is valid for 90 days from the date of the proposal. Blood Hound reserves the right to review and adjust this estimate if client does not approve of the proposal within 90 days.

Please send all POs / Contracts to .BHUGContracts@bhug.com

We look forward to working with you.

A Geophysical Services Company

5709 1st Avenue S Tel.: (727) 209-2334 St. Petersburg, FL 33707 Fax: (727) 328-2477

September 21, 2022

Mr. Daniel S. Phillips, P.G.

Environmental Consulting & Technology, Inc.

3751 Maguire Blvd., Suite 234 Orlando, FL 32803

Subject: Proposal to Perform a Utility Designation Study

Jolie Cleaners & Laundry Site Tampa, Florida GeoView Proposal Number: 10166p

Mr. Daniel S. Phillips, P.G.

The purpose of this letter is to transmit a proposal to complete a geophysical investigation at the subject site. This proposal is in response to your request for proposal made during your recent conversations with our office. GeoView, Inc.

appreciates the opportunity to provide our services on this project. We look forward to hearing from you soon.

Sincerely, GEOVIEW, INC.

Stephen Scruggs, P.G.

Senior Geophysicist Florida Professional Geologist Number 2470 Enclosure

Proposal This document shall serve as a proposal for work to be performed by

GeoView, Inc. (GeoView) for Environmental Consulting & Technology, Inc..

Description of Site The project site is referred to as the Jolie Cleaners & Laundry Site and is located at 3911 W. Waters Avenue in Tampa, Florida. The purpose of the geophysical survey will be to determine the location of underground utilities within a 5 to 10 feet radius of approximately 15 proposed borings (see Figure 1 on page 6).

Scope of Work The geophysical survey will be conducted using ground penetrating radar

(GPR) and conventional electromagnetic (EM) pipe and cable locators. The GPR survey will be conducted using either a Mala and/or a GSSI GPR system. The appropriate GPR antenna configuration and time range and processing parameters will be determined in the field by the project manager.

The EM survey will be performed using a Subsite 95R and/or a Radiodetection RD (8000, 8100 or 8200) system. As appropriate, the EM survey will be conducted using both passive and active modes. The passive mode is used to find cables and conduits carrying live power (50-60 Hz) and communication (29-33Hz) signals. For the active mode survey, a current is transmitted directly or broadcast into using electromagnetic induction a metal pipe or conduit and the path of the pipe/conduit is identified by following the signal with a portable receiver.

The active mode is used to trace out cast iron pipes, metal water and sewer lines, utilities that have trace wires, and inactive power and communication lines.

Presentation of Results The location and estimated depths of underground utilities or any other identified structures shall be indicated on the ground surface using spray paint or other methods as specified by Environmental Consulting & Technology, Inc.. No report shall be prepared.

Compensation Cost to complete the survey will be $,900 per half day or $1,300 per full day. This price is inclusive of all charges associated with the project. Unless otherwise agreed upon, GeoView shall be compensated for all services within 30 days of invoice date. GeoView shall be paid in full regardless of whether the results of the geophysical survey are what Environmental Consulting &

Technology, Inc. anticipated. If it is determined during the survey that the geophysical survey will not achieve the objectives of the project, Environmental Consulting & Technology, Inc. will immediately be notified. If a decision is made to discontinue the survey, only charges for time and materials costs to that point will be submitted.

Requirements of Client Environmental Consulting & Technology, Inc. will provide a scaled map and digital file, if available, of the project site showing the boundaries of the project site, areas of specific concern and pertinent landmarks. Environmental Consulting & Technology, Inc. will also supply all available information regarding the presence and history of underground utilities at the project site (see limitations for further discussion). Unless otherwise requested, Environmental Consulting & Technology, Inc. will be responsible for the coordination of site access, traffic control, clearing of onsite obstructions or any other logistical consideration necessary to conduct the survey.

General Description of Each of The Geophysical Methods Ground Penetrating Radar (GPR)

The GPR survey will be conducted using a Mala or GSSI GPR system. The survey will be conducted with either a 500, 400 or 250 mega-Hertz antenna. The appropriate antenna will be determined in the field by the project manager. GPR will be able to provide both the position and estimated depth of both metallic and non-metallic underground utilities.

The ability of GPR to resolve a particular utility will be controlled by the following factors: 1) Depth of penetration of the GPR signal, 2) Depth of burial and diameter of the underground utility and 3) Electrical contract between the underground utility and the surrounding soils and 4) The complexity of the utility layout at the site. Due to one or a combination of these factors the GPR may not be able to identify all the utilities at the site. The diameter or composition of utilities cannot be accurately determined using GPR, though can be estimated. Estimates of burial depth are typically accurate to within +/- 20 percent, more accurate depths are possible if invert elevations for some on-site utilities are known.

Conventional Electromagnetic Pipe and Cable Locators

A Radiodetection System is used to locate underground utilities using conventional means. The system consists of a dual-function receiver and transmitter. The receiver can be operated in two modes: active and passive. In the passive mode the receiver detects the presence of underground utilities that are energized by a 60-Hertz or other known frequency. These utilities can either be those actually carrying electrical power or those utilities that are both metallic and sufficiently close to the electrical lines to have an electrical field induced within them.

In the active mode, the transmitter deliberately induces an electrical current into the utility. The frequency of this field can be varied from 512 Hertz to 200 kilohertz. The electrical field is induced using a transmitter which is either directly attached to the utility, placed on or above the utility or attached to an induction coil which is placed around the utility. Depths of underground utilities can be determined when the EM equipment is being used in the active mode. Depths are typically accurate to within 10-15 percent of the total utility depth.

Limitations GeoView shall only be liable for the successful locating of underground utilities or any other under ground structures whose presence is both known and indicated on site maps to be provided prior to the performance of the geophysical survey. Every attempt will be made to locate both known and unknown utilities within the survey area. However, GeoView will only be liable for utilities whose presence is known prior to the survey.

The objective of the geophysical survey is to determine the presence and configuration of underground utilities. However, the geophysical response of these features may be highly complex depending upon on the physical characteristics of the underground utilities, the electrical properties of the surrounding soils, the depth of burial of the utilities, and the proximity of the utilities to each other.

GeoView shall conduct the geophysical survey using the most “up-to-date” geophysical equipment in a manner consistent with the level of care and skill ordinarily exercised by members of the geophysical profession practicing in the same locality under similar conditions. GeoView’s utility locating personnel are all certified GPR and conventional pipe and cable locator operators with extensive in-house training.

When Environmental Consulting & Technology, Inc. is working around indicated utilities, a minimum of 2 feet clearance from either side of the marked utility will be maintained. Unless otherwise indicated, a minimum vertical clearance of +/- 20 percent of the indicated depth shall also be maintained.

Environmental Consulting & Technology, Inc. maintains the responsibility for manually exposing any indicated underground utility for absolute confirmation.

Other Terms and Conditions Additional Insured: If requested, Environmental Consulting & Technology, Inc.

will be named as an additional insured with respect to the services to be performed under this agreement.

Confidentiality: GeoView shall not directly or indirectly disclose to any third person information regarding the results of the geophysical investigation prior to obtaining written permission from Environmental Consulting & Technology, Inc..

Agreement: This agreement represents the entire agreement between the parties and may only be modified in writing signed by both parties.

Governing Law: This agreement shall be deemed to have been made in the place of performance of the Geophysical Services and shall be governed by, and construed in accordance with the laws of the state in which the geophysical services were provided. Any controversy or claim arising out of this agreement, or breach thereof, shall be settled by binding arbitration administered by the American Arbitration Association under its Construction Industry Arbitration rules. Judgment on the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof.

Indemnity: GeoView agrees to indemnify, protect and hold harmless Environmental Consulting & Technology, Inc. from and against all liabilities, claims or demands of every kind of injury, including death, or damages to any person or property related in any way to GeoView’s performance of this agreement, except to the extent such liabilities, claims or demands are caused by the negligence or willful misconduct of Environmental Consulting & Technology, Inc..

Figure 1

GEOVIEW, INC.

PROPOSAL ACCEPTANCE SHEET

Project Name: Jolie Cleaners & Laundry Site Project Location Tampa, Florida GeoView Proposal #: 10166p Proposal Date: September 21, 2022 Description of Services Provide Utility Designating Services Project Cost: – see compensation page 2 Payment Terms: Payable within 30 days of receipt of invoice

CHARGE INVOICE TO THE ACCOUNT OF:

Client: Environmental Consulting & Technology, Inc.

Address: 3751 Maguire Blvd., Suite 234

Orlando, FL 32803 Attention: Daniel S. Phillips, P.G.

Phone (Office): (407) 903-0005 Phone (Cell): (407) 509-7684 Email: dphillips@ectinc.com

FOR APPROVAL OF CHARGES:

Firm:

Address:

Phone No.: Fax No:

Attention:

Special Instructions and/or Mutually Agreed Upon Changes to the Proposal:

In witness thereof, the parties hereto have made and executed this Agreement

Client: GeoView, Inc.

Signature

By: By: Steve Scruggs, P.G.

Title: Title: Senior Geophysicist

Date Signed: Date Signed: September 21, 2022

GPRS is the nation’s premier company specializing in the detection of underground utilities and underground storage tanks, video pipe inspection, leak detection and the imaging of concrete structures. Our services enable your projects to stay safe, on time and on budget.

GPRSINC.COM

SIM-CERTIFIED FIELD STAFF

Our SIM-Certified Project Managers are equipped with the latest technology, industry leading training and a methodology that has produced over 99.8% accuracy on over 300,000 projects. Visit SIMSPEC.ORG today for details.

NATIONWIDE FOOTPRINT

GPRS is the largest company of our kind. With highly trained Project Managers across America we can provide rapid response to your job site — wherever it may be located.

CONSULTATIVE APPROACH

GPRS Project Managers are trained to help you remove barriers that could impact your project being safe, on time and on budget. They provide industry-leading deliverables such as CAD, 3D drawings, NASSCO reports, and a .KMZ and .PDF map is included with every utility locating project which accelerates planning, organizes operations and increases communication.

PROPOSAL

VISUALIZING

THE BUILT WORLD

A B O V E AND B E L O W G R O U N D

TM

Environmental Consulting &

Technology, Inc.

GPRSQUOTE-28590 v.1 Page 2 of 6

September 19, 2022 Client: Environmental Consulting & Technology, Inc.

Attn: Daniel S. Phillips 407-509-7684 | dphillips@ectinc.com Project: Jolie Cleaners & Laundry 3911 W. Waters Avenue Tampa, FL

Submitted By:

Laura Perez

419-767-2437 laura.perez@gprsinc.com

GPRS appreciates the opportunity to provide this proposal. I encourage you to visit our website (www.gprsinc.com) and contact any of the numerous references listed. Our insurance certificate and W-9 can also be downloaded here. Please feel free to contact me if you have any questions, or if you need additional information.

Scope of Work Soil Boring: We understand the scope of work on this project is to search for underground utilities in a 10’ radius around 15 soil bores. We will attempt to trace any utilities for which structures are visible from the work area. Utilities will be marked on the surface using paint, pin flags, or other appropriate means. The client will be responsible for providing drawings or notifying GPRS of any utilities entering the work area for which there are no apparent surface features or structures visible from the work area. To avoid additional charges, the areas should be laid out, marked, and cleared of obstructions before our arrival. Please visit www.simspec.org for an overview of our industry-leading best practices that will be applied to this project.

Equipment Underground Scanning GPR Antenna. This GPR Antenna uses frequencies ranging from 250 MHz to 450 MHz and is mounted in a stroller frame that rolls over the surface. Data is displayed on a screen and marked in the field in real-time. The surface needs to be reasonably smooth and unobstructed to obtain readable scans. Obstructions such as curbs, landscaping, and vegetation will limit the efficacy of GPR. The total effective scan depth can be as much as 8’ or more with this antenna but can vary widely depending on the soil conditions and composition. Some soil types, such as clay, may limit maximum depths to 3’ or less. As depth increases, targets must be larger to be detected, and non-metallic targets can be challenging to locate. The depths provided should always be treated as estimates as their accuracy can be affected by multiple factors. For more information, please visit: Link

Electromagnetic Pipe Locator. This receiver can passively detect the signals from live AC power or radio signals traveling along some conductive utilities. Operators can connect a transmitter directly to accessible metallic pipes, risers, or tracer wires to generate a current at a specific frequency. The receiver can then detect the resulting signal along the pipe or tracer wire. Various factors may impact this device's effectiveness, including (but not limited to) access to the utility, conductivity, grounding, and interference from other utilities. The depths provided should always be treated as estimates as their accuracy can be affected by multiple factors. For more information, please visit:

Link

Traceable Rodder. The rodder consists of a copper wire encased in fiberglass. This device is pushed through a pipe with direct access, such as a sewer line at a cleanout or a storm drain catch basin. Operators then induce a current on the wire and trace the signal from the surface. The maximum traceable depth is 10’ depending on the soil conditions, and the maximum distance is 200’. Inserting the rodder into deeper pipes within manholes may not be feasible depending on site conditions. GPRS will not access electrical conduits. The signal is not detectable through metallic pipes. For more information, please visit: Link

GPS. This handheld unit offers accuracy down to 4 inches; however, the accuracy achieved will depend on the satellite environment at the time of collection and is not considered survey-grade. Features can be collected as points, lines, or areas and then exported as a KML/KMZ or overlaid on a CAD drawing. For more information, please visit: Link

GPRSQUOTE-28590 v.1 Page 3 of 6

Optional Equipment Video Pipe Camera (1”-4” pipes). This push camera is designed for video pipe inspection and pipe locating. It has a 1" diameter, self-leveling camera head that provides high-quality images in pipes with a diameter between 1" -4". Behind the camera is a 512 Hz sonde that can be located from above ground to provide the approximate depth of the pipe up to 10' deep. The locatable signal from the sonde will not pass through solid metal barriers or metal pipes other than cast iron. Access through a structure such as a cleanout, drain, etc., or an open pipe within arm's reach is required for inspection service and locating. An operator can push the camera through the pipe to a maximum of 100' and past 90-degree bends in most 2" lines. If the project requires entry into confined spaces to gain access to the subject piping, GPRS will need the client to coordinate all confined space entry and obtain any required permits. Video and photos of the interior of pipes can be provided, along with inspection reports. The client must request inspection reports before fieldwork begins. For more information, please visit: Link

GPRSQUOTE-28590 v.1 Page 4 of 6

Supporting Documentation

GPRSQUOTE-28590 v.1 Page 5 of 6

Project Costs

SERVICE DESCRIPTION PRICE

SCANNING/FIELD MARKINGS Described on Page 2 $975.00 MOBILIZATION Included GPS MAP For exterior locations only. Findings will be collected with GPS and displayed with an aerial image background. Results are not survey-grade accuracy See example: Link

Included

TOTAL $975.00

OPTIONAL SERVICES (INITIAL IF DESIRED)

FORMAL REPORT Detailed report of findings with photos, example data, and a site sketch (if applicable) in addition to the basic summary report that is included with every job. See example: Link

Initial ____ $400

CAD DRAWING Findings will be drafted in CAD with an aerial image background. A linework version will also be provided if the client provides an existing drawing. Results are not survey-grade accuracy. See example: Link

Initial ____ $600

VIDEO PIPE PUSH CAMERA Trace lines from accessible cleanouts and storm drains. Initial ____ $Call For Pricing

General Terms & Conditions This proposal is subject to the General Terms and Conditions for Services of Ground Penetrating Radar Systems, LLC posted at Link (the “Terms and Conditions”) and is hereby incorporated by reference into and made a part of this proposal. Customer acknowledges it has read and agrees to be bound by such Terms and Conditions. In the event of any conflict between the terms of this proposal and the Terms and Conditions, the Terms and Conditions will prevail. Customer also acknowledges that Ground Penetrating Radar Systems, LLC may, from time to time and at its discretion, modify the Terms and Conditions and Customer agrees to be bound by such Terms and Conditions as modified.

Customer agrees to meet and perform all requirements described in this document and has fully read and understands all items listed within this document including the Proposal-Specific Assumptions on the following page.

1.

It is the customer’s responsibility to prepare the site for scanning, including clearly identifying areas to be scanned, securing access to all areas required for scanning, and keeping these areas clear and free of obstructions. Delays caused by customer’s failure to do so may result in an increased price.

2.

GPRS does not conduct an investigation, analysis, or interpretation of soil composition, soil/concrete conditions, or geophysical, geological, engineering, or land surveying information. Customer acknowledges it understands that we are merely reporting retrieved data and that we do NOT provide geophysical, geological, engineering, or land surveying services. Customer should contact a professional in those fields if such services are needed.

3.

If any work to be performed is within a road or street, unless specifically included by GPRS within this proposal, it is the customer’s responsibility to provide adequate traffic control to allow GPRS’ personnel to safely and efficiently work in the road/street.

4.

If this proposal is not accepted within 90 days of September 19, 2022, then the pricing may be subject to review.5.

If for some reason the technician arrives on site and the work is cancelled there will be a charge of $500 per requested technician.6.

Accepted and Agreed

Print Name:_____________________ Signature:_____________________ Date:________________

Company Phone/Email:___________________________ PO #:___________ Job #:______________

GPRSQUOTE-28590 v.1 Page 6 of 6

Project-Specific Assumptions This price assumes that we will be given access to perform the work during normal, weekday business hours. Work performed outside of 7am-5pm Monday-Friday will be billed at overtime rates.

As-builts and any other applicable drawings shall be made available to GPRS prior to the project.• A thorough utility search can only be completed if GPRS is given access to all utility structures, interior and exterior. This service is never a replacement for the use of the state One Call system (811).

All of our technicians have OSHA-10 safety training or greater. Site-specific safety training is not included in this quote. Please notify us if this project requires additional safety training.

These rates assume that there are no certified payroll requirements. GPRS has not been notified of any PLA, DIR, or Certified Payroll requirements. If GPRS receives notice that any of these conditions exist, there will be additional costs.

EARTH TECH DRILLING

2703 NW 19TH STREET, POMPANO BEACH, FL 33069

954.974.2424 FAX:954.974.2423

Date: 9/19/2022

FAC ID#:

PROPOSED SCOPE OF WORK: (1st Mobilization)

Drum Soil & Development water - 30 Minutes of Dev. Per well - Estimated at (5) Drums

Unit Unit Rate Number of Units Extended Price

Equipment Type: DPT Track Rig whole day $1,600.00 5 $8,000.00 half day $0.00 each $210.00 4 $840.00 each $0.00 each $100.00 2 $200.00 each $135.00 0 $0.00 each $40.00 1 $40.00 each $45.00 0 $0.00 per well $210.00 5 $1,050.00 daily roundtrip $1,200.00 1 $1,200.00 per crew / per night $475.00 4 $1,900.00 each $80.00 5 $400.00 each $60.00 0 $0.00 each $65.00 36 $2,340.00 each $95.00 4 $380.00

$0.00

TOTAL QUOTE PRICE $16,350.00

Notes:

Project No.: ___________________________

Date: 9/19/2022

MISCELLANEOUS

Mobilization Per Diem

DOT Approved 55-gal Drum

Well Riser (includes all materials) 2" x 5'

Well Completion (includes 30 Min Dev. B-D MH & locking well cap)

Pre-Packed PVC Well Screen (includes all materials) 2" x 5'

Auger Attachment, 4" Surface Casing

Direct Push Daily Rate 1 - on-site day

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

SVE/VMP Wells - 2" x 8' w/ 2' .010" Screen

Pre-Packed PVC Well Screen (includes all materials) 1" x 5'

Well Riser (includes all materials) 1" x 5'

Permits - Install Well

Water Sample

Signature and Title of Person Submitting Quote: CCharles Bucher

Concrete Core

Days to Complete Scope of Work: 5 Days

Subcontract Company Name: EARTH TECH DRILLING. Inc.

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

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

(8) Hand Auger Borings up to 5' - (4) borings are Inside Bldg.

DIRECT PUSH TECHNOLOGY

Contractor Name: ECT - Dan Phillips - 407 509-7684

Site Name: Jolie Cleaners - 3911 W. Waters - Tampa, FL

(HAND CLEAR ALL LOCATIONS TO 5' or REFUSAL) - Will bring some water from Shop but an approved water source will be provided by client

(1) DPT Soil Borings to 50' - Grout Abandon

(12) DPT Water Sample borings with samples at 10', 30' & 50' (Total of 36 samples) - Abandon Borehole

(4) SVE or VMP 2" x 4' w/ 3' .010" Screen & 5"/6" BD Completion - (2) Inside Bldg. - Concrete Core - Installed by hand

(1) MW 1"x6' w/ 5' Pre-Pack Screen & 4" Brass Completion - Inside Bldg. - Concrete Core - Installed by hand

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

EARTH TECH DRILLING

2703 NW 19TH STREET, POMPANO BEACH, FL 33069

954.974.2424 FAX:954.974.2423

Date: 9/19/2022

FAC ID#:

PROPOSED SCOPE OF WORK: (2nd Mobilization)

Drum Soil & Development water - 30 Minutes of Dev. Per well - Estimated at (5) Drums

Unit Unit Rate Number of Units Extended Price

Equipment Type: DPT Track Rig whole day $1,600.00 2 $3,200.00 half day $0.00 each $0.00 each $100.00 4 $400.00 each $135.00 8 $1,080.00 each $40.00 24 $960.00 each $45.00 4 $180.00 per well $210.00 8 $1,680.00 daily roundtrip $1,200.00 1 $1,200.00 per crew / per night $475.00 2 $950.00 each $80.00 5 $400.00 each $60.00 2 $120.00 each $65.00 0 $0.00 each $95.00 0 $0.00

$0.00

TOTAL QUOTE PRICE $10,170.00

Notes:

Project No.: ___________________________

Date: 9/19/2022

(1) MW 1" x 50' w/ 5' .010" Pre-Pack Screen - 8" BD Completion - Installed with DPT Rods

Pre-Packed PVC Well Screen (includes all materials) 1" x 5'

Well Riser (includes all materials) 1" x 5'

No Soil Sampling

Direct Push Daily Rate 1 - on-site day

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

Auger Attachment, 2" Well Installation

DIRECT PUSH TECHNOLOGY

Contractor Name: ECT - Dan Phillips - 407 509-7684

Site Name: Jolie Cleaners - 3911 W Waters Ave. - Tampa, FL

(HAND CLEAR ALL LOCATIONS TO 5' or REFUSAL) - Will bring some water from Shop but an approved water source will be provided by client

(4) MW 2" x 12' w/ 10' .010" Pre-Pack Screen - 8" BD Completion - Installed w/ DPT Rods

(3) MW 1" x 30' w/ 5' .010" Pre-Pack Screen - 8" BD Completion - Installed with DPT Rods

Permits - Install Well

Water Sample

Signature and Title of Person Submitting Quote: CCharles Bucher

Concrete Core

Days to Complete Scope of Work: 2 Days

Subcontract Company Name: EARTH TECH DRILLING. Inc.

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

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

MISCELLANEOUS

Mobilization Per Diem

DOT Approved 55-gal Drum

Well Riser (includes all materials) 2" x 5'

Well Completion (includes 30 Min Dev. B-D MH & locking well cap)

Pre-Packed PVC Well Screen (includes all materials) 2" x 5'

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

Sonic Auger DPT Injection Well Abandonment

DATE: 9/21/2022

ESTIMATE #: 922062

PFAS Protocals

ID QTY Unit Rate TOTAL

1 1 ls 600.00$ 600.00$

2 Per Diem 4 night 250.00$ 1,000.00$

3 DPT Rig and Crew 5 day 1,600.00$ 8,000.00$

4 Materials: Water Sampling Expendables 36 each 12.00$ 432.00$

5 Materials: Macrocore Liners 9 each 3.00$ 27.00$

6 Materials: Borehole Grouting w/Concrete Cap 20 each 25.00$ 500.00$

7 Materials:1" Sch 40 PVC Well Installation (Indoor/PZ Wells) 6 foot 5.00$ 30.00$

8 Materials: 1" x 5' PVC .010 Prepack Screen (Indoor) 1 each 75.00$ 75.00$

9 Materials: 2" Sch 40 PVC Well Installation (SVE) 16 foot 14.00$ 224.00$

10 Materials: 3" Brass Manhole w/Donut Pad (Indoor MW) 1 each 125.00$ 125.00$

11 2' x 2' Concrete Pad w/5" BD Completion 2 each 125.00$ 250.00$

12 2' x 2' Concrete Pad w/8" BD Completion 2 each 125.00$ 250.00$

13 Well Development (Up to 1/2 hour with pump) MW Well 1 each 50.00$ 50.00$

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

15 Refurbished Drums (Water) As Needed 3 each 65.00$ 195.00$

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

17 Decon Pit 1 each 250.00$ 250.00$

18 Permits (N/A for FDEP Projetcs) -$

Subtotal 12,453.00$

TTodd Hodgson Todd Hodgson TOTAL 12,453.00$ Partner

(2) 2" x 4' PVC SVE Well w/3' of .010 Screen, 5" BD Completion, In above borings.)

(7) Hand Auger Boring to 5' and (1) to 7'. (6) Borehole Abandonment w/Concete Patch

Mobilization

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

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

Drum Purge and Decon Water

(1) 1" x 6' PVC MW w/5' of .010 Prepack Screen, Donut Pad w/3" Brass Completion. In Above Boring)

(2) 2" x 4' PVC SVE Well w/3' of .010 Screen, 8" BD Completion, in above borings (Concrete) Indoor Work

(2) Hand Auger Boring to 4' and (2) Hand Auger Borings to 7'. (1) Abandon and Concrete Patch

THANK YOU FOR YOUR BUSINESS!

DESCRIPTION

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: 5 days

PROJECT

Jolie's Cleaners 3911 W. Waters Avenue

Daniel S. Phillips, P.G.

CUSTOMER

ECT

Project Description:

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

(12) DPT GW Profiling to 50' BLS at 3 Intervals (6-10', 26-30' and 46-50'), Grout Borehole/Concrete Patch

Orlando, Florida 32803 Tampa, Florida 3751 Maguire Blvd, Ste. 234

(407) 509-7684 DPT Soil/GW Sampling/MAGS and Well Installation

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

Sonic Auger DPT Injection Well Abandonment

DATE: 9/21/2022

ESTIMATE #: 922065

PFAS Protocals

ID QTY Unit Rate TOTAL

1 1 ls 600.00$ 600.00$

2 Per Diem 2 night 250.00$ 500.00$

3 DPT Rig and 2 Man Crew 3 day 1,700.00$ 5,100.00$

4 Materials: Macrocore Liners (If Needed) each 3.00$ -$

5 Materials: 2" Sch 40 PVC Well Installation 48 foot 12.00$ 576.00$

6 Materials: 1" Sch 40 PVC Well Installation 140 foot 4.00$ 560.00$

7 Materials:1" x 5' PVC .010 Prepack Screen, 3" Exp Point 4 each 95.00$ 380.00$

8 2' x 2' Concrete Pad w/8" BD Completion 8 each 125.00$ 1,000.00$

10 Well Development (Up to 1/2 hour with pump) 8 each 50.00$ 400.00$

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

12 Refurbished Drums (Water) As Needed 3 each 65.00$ 195.00$

13 Decon Pad 1 each 250.00$ 250.00$

14 Permits (N/A for FDEP Projetcs) -$

Subtotal 9,756.00$

TTodd Hodgson Todd Hodgson TOTAL 9,756.00$ Partner

Mobilization

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

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

THANK YOU FOR YOUR BUSINESS!

DESCRIPTION

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: 3 days

PROJECT

Jolie's Cleaners 3911 W. Waters Avenue

Daniel S. Phillips, P.G.

CUSTOMER

ECT

Project Description:

Drum Soils, Purge and Decon Water

(3) 1" x 30' PVC MW w/5' of .010 Prepack Screen, 2' x 2' Pad w/8" BD Completion. No Soil Sampling

(1) 1" x 50' PVC MW w/5' of .010 Prepack Screen, 2' x 2' Pad w/8" BD Completion. No Soil Sampling

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

Orlando, Florida 32803 Tampa, Florida 3751 Maguire Blvd, Ste. 234

(407) 509-7684 DPT Well Installation

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

September 20, 2022

Daniel Phillips, PG ECT, Inc 3751 Maguire Blvd Suite 234 Orlando, FL 32803

Email: dphillips@ectinc.com

Re: Jolie Cleaners 3911 W. Waters Ave Tampa, FL

Dear Mr. Philips, GFA/Universal Engineering Sciences Inc. (GFA/UES) appreciates the opportunity to become a part of your project team. Our professional staff is dedicated to making this project a success, both on schedule and within budget. We are proud of our commitment to maintaining the highest levels of customer service and client satisfaction, and respectfully submit the following for your consideration.

It is our understanding the work will require:

Mobilization 1 (Outside Work) 811 Locates called One DPT boring to 50’ for soils Install eight (8) hand auger borings Install twelve (12) GW sampling at 10’, 30’, and 50’ Install two (2) 2”x 4’ SVE wells 3’ screen, 5” manhole and pad Well development Drum will be stored on site Permits Assume 6 days (Inside Work) Install four (4) hand augers to 5’ Install two (2) 2”x 4’ SVC wells with 3’ screen, small MH Install…