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.

HW687

DC004C Completion October 2, 2026

This Task Assignment authorizes Terracon Consultants Inc. to conduct Well Abandonment activities at the Former Sun State Supply site as part of contract HW687.

Gabriel Sostre 850-245-8749 Contractor Contractor

Contractor Contractor

Contractor Contractor

Contractor

Terracon Consultants, Inc.

Terracon Consultants, Inc.

Donna Cline 904-479-7415

ERIC_5047

118 West Grant Street, Orlando, Orange County

Former Sun State Supply

✔ $ 19,784.12

$ 19,784.12

Scope of Work

Donna Cline

Senior Associate / Remediation Engineer

3/30/2026

Digitally signed by Cline, Donna L DN: cn=Cline, Donna L, ou=Domain Users, email=Donna.Cline@terracon.com Date: 2026.03.30 14:53:34 -04'00'

Cline, Donna L

Mubeen Darji

Mubeen Darji, P.E. Digitally signed by Mubeen Darji, P.E.

Date: 2026.03.30 12:51:35 -04'00'

N/A

Task Assignment Notification/Change Order Deliverables and Invoice Schedule Attachment

Contract Number:

Task Assignment #:

Deliverables:

Deliverable Deliverable Due Date

Invoice Schedule:

Requirements for Invoice Submittal Amount to be Invoiced

TOTAL COST

BWC TAFORM 01/18

HW687

DC004C

Subtask 3: Well Abandonment activities including the removal of the 2-foot by 2-foot recovery well vault. Removal of 19 wells.

Subtasks 1 & 4: Project Management. Well Abandonment Report.

Subtask 2: Obtain Site Access Agreement with site owner of 2640 Kuntz Avenue, Orlando as RW001 is located on this property. Site access includes FCDEP WCP non-source Permission to enter form.

06/26/2026

07/31/2026

09/04/2026

Subtask 2: FDEP approval of FCDEP WCP non-source permission to enter form.

Subtask 3: FDEP approval of HASP and compaction testing results.

Subtasks 1 & 4: FDEP approval of Well Abandonment Report including photo logs, well completion logs, figures, and exhibits.

$ 387.61

$ 16,861.99

$ 2,535.12

$ 19,784.72

McGrane_P Rectangle

Memorandum

TO:

FROM:

SUBJECT:

DATE:

Negotiation File Former Sun State Supply 118 West Grant Street Orlando, Orange County

ERIC_5047

Gabriel Sostre, Project Manager

Negotiation Summary Task Assignment DC004C (HW687)

March 25th, 2026

This Task Assignment authorizes Terracon Consultants Inc. (Terracon) to conduct Well Abandonment activities at the Former Sun State Supply site as part of contract HW687. Below is a summary of each of the subtasks related to this TA:

Subtask 1: Reserved for Project Management.

Subtask 2: Terracon shall obtain a signed DEP WCP non-source permission to enter form from the RPO or their representatives for 2640 Kunz Avenue, Orlando to gain access to recovery well RW001 for well abandonment.

Subtask 3: Terracon shall conduct well abandonment activities including the removal of the 2-foot by 2-foot recovery well vault as well as the removal of 19 wells.

Subtask 4: Terracon shall prepare a Well Abandonment Report including photo logs, well completion logs, figures, and exhibits.

The total cost of this TA is $19,784.12. The total amount of labor hours dedicated to this TA is 62.05.

Terracon may invoice according to included schedule.

FDEP COST ESTIMATE

Contractor: Terracon

Date: 3/25/2026

Task #: SubTask 1 Project Management

Site: Sun State Supply ERIC_5047 SubTask 2 Site Access Agreement

Activity/Phase: Well Abandonment and Reporting SubTask 3 Well Abandonment Activities

Project Manager: Greg Sattler SubTask 4 Well Abandonment Report

SubTask 5

Totals 1 2 3 4

Labor Rate Category

$75.10 Project Manager Greg Sattler 4.05 4.05

$37.26 CADD Specialist Chelsea Fugate 1.00 0.00 0.00 1.00

$75.10 Senior Engineer Greg Sattler 11.00 1.00 5.00 5.00

$27.16 Staff Scientist Ian Henery 5.00 2.00 1.00 2.00

$75.48 Senior Engineer Donna Cline 1.00 0.00 0.00 1.00

$31.58 Environmental Technicia Pat Beers 40.00 0.00 40.00 0.00

$0.00 0.00

Total Hours 62.05 4.05 3.00 46.00 9.00

Direct Labor $2,641.76 $303.92 $129.42 $1,665.86 $542.56

Overhead 116.00% $3,064.45 $352.55 $150.13 $1,932.40 $629.37

Gen & Admin 0.00% $0.00 $0.00 $0.00 $0.00 $0.00

Fringe 56.263% $1,486.33 $170.99 $72.82 $937.26 $305.26

Total Labor $7,192.54 $827.46 $352.37 $4,535.52 $1,477.19

Travel

Vehicle charge $480.00 -$ 480.00$ $0.00

Total Travel $480.00 $0.00 $480.00 $0.00

Subcontractor (Services Procurement)

GeoView $790.00 $0.00 790.00$ $0.00

PR&D, Inc. $8,487.00 $0.00 8,487.00$ $0.00

UES $1,079.65 $0.00 1,079.65$ $0.00

Subcontractor Subtotal $10,356.65 $0.00 $10,356.65 $0.00

Handling Fee $1,035.67 $0.00 $1,035.67 $0.00

Total Subcontractor Cost $11,392.32 $0.00 $11,392.32 $0.00

Laboratory

Analytical Costs $0.00 $0.00 $0.00 $0.00

Sample Shipping $0.00 $0.00 $0.00 $0.00

Total Laboratory $0.00 -$ $0.00 $0.00

Field Expenses

Personal Protection $0.00 $0.00 $0.00 $0.00

Expendables $0.00 $0.00 $0.00 $0.00

Equipment (Drilling related) $0.00 $0.00 $0.00 $0.00

Equipment (Analytical related) $0.00 $0.00 $0.00 $0.00

Equipment (IDW related) $0.00 $0.00 $0.00 $0.00

Equipment (Other) $0.00 $0.00 $0.00 $0.00

Total Field Expenses $0.00 $0.00 $0.00 $0.00

Subtotal $19,064.86 $827.46 $352.37 $16,407.84 $1,477.19

Completion Fee $719.26 $82.75 $35.24 $453.55 $147.72

Total Estimated Cost $19,784.12 $910.21 $387.61 $16,861.39 $1,624.91

REV: 02/03 CEF TERRACON Page 1

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Sun State Supply ERIC_5047

SUBTASK 2: Site Access Agreement

PROPOSAL NO. PH1257D23

DATE: 3/24/2026

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Site Access Agreement

Staff Scientist IH Prepare Site Access Agreement 2.00

Senior Engineer GS QA/QC, contact, and send Site Access Agreement 1.00

Personnel: PB GS DC IH

Hours: 0.00 1.00 0.00 2.00 TOTAL LABOR 3.00

VEHICLE TYPE RATE UNIT USEAGE

TOTAL VEHICLE -$

SUBCONTRACTOR COSTS

NAME PURPOSE COST UNIT USEAGE

TOTAL SUBCONTRACTOR -$

SUBTASK 3: Well Abandonment Activities

PROPOSAL NO. PH1257D23

DATE: 3/25/2026

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Field Services

Senior Geologist IH 1.00

Environmental Technician PB 40.00

Senior Engineer GS 5.00

Personnel: DB IH CF PB GS

Hours: 0.00 1.00 0.00 40.00 5.00 TOTAL LABOR 46.00

VEHICLE TYPE RATE UNIT USEAGE

Truck (PB) 480.00$ Week 1 480.00$

TOTAL VEHICLE 480.00$

PER DIEM STAFF $0.00 UNIT USEAGE

TOTAL PER DIEM -$

SUBCONTRACTOR COSTS

NAME PURPOSE COST UNIT USEAGE

Geoview Ground Penetrating Radar 790.00$ LS 1 790.00$

PR&D, Inc. Well abandonment and Vault Removal 8,487.00$ LS 1 8,487.00$

UES 1,079.65$ LS 1 1,079.65$

TOTAL SUBCONTRACTOR 10,356.65$

LABORATORY COSTS

PARAMETER RATE # SAMPLES IDW Units

TOTAL LAB -$

Field preparation and update HASP with tailgate safety sheets for well drilling/abandonment hazard assessment, field coordination

Abandonment Oversight 4 days at 10hr/day

Coordinating schedules with subcontractors and site owners (5 entities)

Compaction (density) testing of recovery well re

SUBTASK 4: Well Abandonment Report

PROPOSAL NO. PH1257D23

DATE: 3/25/2026

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Well Abandonment Report Staff Scientist IH 2.00 Senior Engineer GS 5.00 CADD Specialist CF 1.00 Senior Engineer DC QA/QC, prepare conclusions and recommendations 1.00

Personnel: IH GS CF DC

Hours: 2.00 5.00 1.00 1.00 TOTAL LABOR 9.00

Prepare photo logs and assemble the well completion logs Report preparation Prepare Figure and Exhibit

A Geophysical Services Company

5709 First Avenue South Tel.: (727) 209-2334 St. Petersburg, FL 33707 Fax: (727) 328-2477

December 02, 2025

Mr. Greg Sattler, P.E.

Terracon 1675 Lee Road Winter Park, FL 32789

Subject: Proposal to Perform a Utility Designation Study

Sun State Supply Orlando, Florida GeoView Proposal Number: 12012p

Mr. Sattler, The purpose of this letter is to transmit a proposal to complete a geophysical designation study at the subject site. This proposal is in response to your request for a proposal made during your recent conversations with our office. GeoView Associates, Inc. (GeoView) appreciates the opportunity to provide our services on this project. We look forward to hearing from you soon.

Sincerely, GEOVIEW ASSOCIATES, INC.

Stephen Scruggs, P.G.

Vice President Florida Professional Geologist Number 2470 Enclosure

Proposal

This document shall serve as a proposal for work to be performed by GeoView Associates, Inc. (GeoView) for Terracon.

Scope of Work

The project site is referred to as the Sun State Supply and is located at 2640 Kunze Ave in Orlando, Florida. The purpose of the geophysical survey will be to determine the location of underground utilities within a 5 to 10 feet radius of one proposed boring proximate to a well vault. The location of the study area is provided on Figure 1 (page 6).

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.

Based on information provided by Terracon, it does not appear that the work at any of the sites will require MOT (traffic calming efforts). This proposal does not include the costs for the design or implementation of an MOT program.

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 Terracon. No report shall be prepared.

Compensation

Cost to complete the survey will be $790. If a scaled AutoCAD site map is required to document the study results, an additional fee of $200 will be added.

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 the invoice date. GeoView shall be paid in full regardless of whether the results of the geophysical survey are what Terracon anticipated. If it is determined during the survey that the geophysical survey will not achieve the objectives of the project, Terracon 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.

These prices are based upon GeoView being able to access the site during normal business hours, Monday through Friday. It is also based upon the assumption that no site-specific training or drug testing will be required. If there are any such requirements, additional costs will be incurred.

Requirements of Client

Terracon 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. Terracon 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, Terracon 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.

If any test drilling, monitor well installation or other excavation activities are planned it will be the responsibility of Terracon to submit a notification (dig ticket) to the appropriate 811 One-Call agency. It is recommended that such notification be filed sufficiently in advance so that GeoView will have the opportunity to incorporate the 811 findings into their results.

Limitations

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.

It is acknowledged that GeoView is not an 811 Sunshine One-Call or equivalent utility mark-out service. GeoView does not have access to any utility-related records for either public or private properties. It is the responsibility of Terracon to obtain such records and provide to GeoView prior to the site investigation. GeoView will use these records during the site investigation and report to Terracon any utilities that are shown on the site records but cannot be confirmed by GeoView. GeoView will not mark on the ground surface any utilities which it cannot confirm.

GeoView shall only be liable for the successful locating of underground utilities or any other underground 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. Terracon accepts that due to the inherent limitations of non-intrusive geophysical technologies GeoView cannot be held liable for damages to utilities that cannot identified using non-intrusive technologies.

Terracon accepts that a non-intrusive utility designation study does not replace the need to employ widely accepted industry safety standards for subsurface work. Concerning the installation of well or test borings this standard of care includes post-holing or hand auguring at the planned test locations to the minimum depth at which underground utilities are anticipated at the project site. If absolute confirmation is needed to a specified depth that underground utilities are not present at a planned work location GeoView can provide vacuum excavation services. Pricing for such services is available upon request.

When Terracon is working around indicated utilities, a minimum of 2 ft 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. Terracon maintains the responsibility for manually exposing any indicated underground utility for absolute confirmation.

Authorization and scheduling of the project is considered acceptance of these terms and conditions.

Other Terms and Conditions

Additional Insured: If requested, Terracon 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 Terracon.

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

Governing L`aw: 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 Terracon 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 Terracon.

Figure 1 – Project Site Location

GEOVIEW ASSOCIATES, INC.

PROPOSAL ACCEPTANCE SHEET

Project Name: Sun State Supply Project Location Orlando, Florida GeoView Proposal #: 12012p Proposal Date: December 02, 2025 Description of Services Provide Utility Designating Services Project Cost: $790 – see compensation page 2 (GeoView accepts payment by credit card, a 2.5% processing fee will be added to the project cost)

Payment Terms: Payable within 30 days of receipt of invoice

CHARGE INVOICE TO THE ACCOUNT OF:

Client: Terracon Address: 1675 Lee Road

Winter Park, FL 32789 Attention: Greg Sattler, P.E.

Phone (Office): (407) 618-8375 Phone (Cell): (321) 245-2124 Email: greg.sattler@terracon.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 Associates, Inc.

Signature

By: By: Stephen Scruggs, P.G.

Title: Title: Vice President

Date Signed: Date Signed: December 02, 2025

General Description and Limitations of 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 GPR method uses electromagnetic signals to detect subsurface utilities.

The depth of GPR penetration is primarily limited by the attenuation of the signal within subsurface soils. Attenuation occurs when the electromagnetic signal is absorbed by soil materials, preventing the GPR from detecting deeper features.

Factors such as soil composition, moisture content, and conductivity significantly affect signal attenuation. For example, clay-rich soils or soils with high moisture content can dramatically reduce the effective depth range of GPR. Once the signal is fully attenuated, no further data can be collected from deeper layers, which may result in undetected utilities at greater depths.

The ability of GPR to accurately detect a utility depends on the contrast in dielectric constants (conductivity) between the utility and the surrounding soils.

Higher dielectric contrasts produce stronger signal reflections, enhancing the detectability of underground utilities. Metal pipes, such as steel, typically provide a strong contrast against sandy soils, making them easier to identify. In contrast, non-metallic pipes, such as PVC, ceramic, or concrete, present a lower dielectric contrast, which may result in weak or indistinguishable reflections. Consequently, utilities made from non-metallic materials may be difficult or even impossible to detect using GPR.

The size and depth of a utility also influence GPR's effectiveness. GPR resolution decreases by approximately 0.5 to 1 inch per foot of burial depth. For example, a small 2-inch diameter pipe may not be detectable at depths greater than 2 to 4 feet. Additionally, surface conditions, such as reinforced concrete, asphalt, or metal debris, may scatter or block GPR signals, further complicating utility detection. Adverse site conditions, including the presence of saltwater, highly conductive soils, or large subsurface obstructions, can also interfere with the accuracy of GPR data.

Conventional Electromagnetic Pipe and Cable Locators (EUL)

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 active mode, the EUL directly connects to a utility and induces a current to create a detectable electromagnetic field. The frequency of this field can be varied from 512 Hertz to 200 kilohertz. This method is highly effective for locating metallic utilities, such as steel pipes, metallic conduits, and cables. However, it cannot detect non-metallic utilities, such as PVC, concrete, clay, or HDPE pipes, unless a metallic tracer wire is present. When a utility transitions from a metallic to a non-metallic material, the EUL will only detect the utility up to the transition point. Furthermore, non-metallic pipelines equipped with metallic tracer wires, like some gas lines, may become undetectable if the tracer wire is broken, corroded, or discontinuous.

The EUL method also faces challenges in complex utility networks. In densely populated utility corridors, overlapping electromagnetic signals can cause interference, resulting in inaccurate or ambiguous utility locations. Multiple metallic utilities in close proximity may create false or ghost signals, complicating the interpretation of subsurface conditions and increasing the risk of misidentification. 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.

RE: Proposal for Services for Sun State Supply Utility Investigation located at 2640 Kunze Ave, Orlando, FL, 32806-4443; Folio No.: N/A; Estimate No.: 252204; Project No.: N/A

$2,645.00

If this proposal is acceptable, please sign the attached contract and send it to SurvTech Solutions via fax, email, or U.S. Mail. SurvTech cannot start said project without having a signed contract in place. If your firm wishes to use its own in-house contract or purchase order, then please forward them to SurvTech for review and signatures.

PROPOSAL 252204

Subsurface Utility Designation (SUE QL-B)

TOTAL $2,645.00

12/4/2025 Sub 4787-25 Terracon Sun State well abandonment

5450 SUBCONTRACTOR COST

Length Width Depth

DEMOLITION Feet Feet Inches Yards (cy) Concrete to be removed

Area #1 0 0 0 0 Area #2 0 0 0 0 Area #3 0 0 0 0 Area #4 0 0 0 0 Area #5 0 0 0 0

Asphalt to be removed Area #1 0 0 0 0 Area #2 0 0 0 0 Area #3 0 0 0 0 Area #4 0 0 0 0

1) BACKFILL Supplier--> Name & Number A) Excavations Length Width Depth

Feet Feet Feet Gallons Tons

Area #1 0 0 0.0 0 0 Area #2 0 0 0.0 0 0 Area #3 0 0 0.0 0 0 Area #4 0 0 0.0 0 0 Area #5 0 0 0.0 0 0 Feet Layed Back

Sloped Area #1 0 0 0.0 0 0 10.00 Sloped Area #2 0 0 0.0 0 0 10.00 Sloped Area #3 0 0 0.0 0 0 10.00 Sloped Area #4 0 0 0.0 0 0 10.00

Excavation Total = 0

B) Trenches Length Width Depth Feet Feet Feet Tons

Piping 0 0 0 0 Piping 0 0 0 0 Piping 0 0 0 0

Electrical 0 0 0 0 Electrical 0 0 0 0

Drains 0 0 0 0 Drains 0 0 0 0 Misc. 0 0 0 0 Misc. 0 0 0 0

Trenches Total = 0

Qty $/Ton Cost Pea Gravel Total 0 35.00 0

Hauling Total = 0 12.00 0

Backfill Total = $0

ONLY ENTER MEASUREMENTS HERE!!!

Clean fill material is included in Page 3

PR&D Quote

2) CONCRETE Supplier--> Name & Number Length Width Depth

A) 3000 p.s.i. regular Qty Feet Feet Inches CubicYd slab 0 0 0 0 0

Bumpers 6" 0 0 0 0 0 Light Poles 0 0 0 0 0 Hold Down 0 0 0 0 0 Driveways 0 0 0 0 0

Vaults 0 0 0 0 0

Length Width Depth B) 3000 p.s.i.(fibermesh) Qty Feet Feet Inches CubicYd

Area #1 0 6 6 6 0 Sump 0 10 5 6 0 Area 0 0 0 0 0 Area 1 0 0 0 0 Area 1 0 0 0 0 Area 1 0 0 0 0 Area 1 0 0 0 0

Length Width Depth C) 4000 psi (fibermesh) Qty Feet Feet Inches CubicYd

Area 1 6 6 6 1 Area 0 1 3 6 0 Area 0 1 1 6 0 Area 0 1.2 1.2 6 0 Area 1 0 0 0 0 Area 1 0 0 0 0 Area 1 0 0 0 0

Length Width Depth D) 5000 (fibermesh) Qty Feet Feet Inches CubicYd

Area 1 0 0 0 0 Area 1 0 0 0 0 Area 1 0 0 0 0

E) Islands (3000 psi regular) Depth inchesCubicYd 1 0 0 0 0

Totals Qty $/Yard Cost A) 3000 p.s.i. 0 107.00 0 B) 3000 p.s.i. Fiber 0 200.00 0 C) 4000 Fibmesh 1 300.00 214 D) 5000 Fibermesh 0 150.00 0 delivery chargs 1 500.00 535 F) Finisher 2 35.00 58

Concrete Total = $807

ENTER QUANTITIES AND MEASUREMENTS

DO NOT ENTER QUANTITIES HERE!!!

ONLY CHANGE PRICES!!!!

ENTER QUANTITIES AND MEASUREMENTS

ENTER QUANTITIES AND MEASUREMENTS

ENTER QUANTITIES AND MEASUREMENTS

3) SUBCONTRACTORS Costs Excavator Del. Chg. Hours $/Hour

Removal 0 0 0 0 Dig 0 0 0 0

Hauling #roll off cost $/Hour roll offs cont pipe 0 750 1 0

#roll off cost $/Hour roll offs concrete & manhole Removal 0 750 1 0

Haul 0 0 0 0 Crane Hours $/Hour

Removal 0 0 0 Offload 0 0 0

Set 0 0 0 Backfill 0 0 0

Environmental Qty UnitCost trans 0 15 0 disposal 0 19 0 clean fill 2 125 250 buttry & Baker 57 stone 0 0 0 Closure Report 0 0 0 Roll off 1 900 900

Testing Qty UnitCost Tanks 0 0 0

Tank Lining Size Qty UnitCost 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Depth Width Width Paving Info Only Feet Feet $/Sq.Ft.

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Miscellaneous

Electric 0

Excavated Asphalt & Concrete Dump Fees 0 0 Yards of Asphalt locator 0

0 8 Yd. Load(s) well abandonment 0 4660 custom 0 Yards of Concrete samples 870 pace

0 8 Yd. Load(s) rock for tank base road plates 1000 2 plates, 2 days Permits 0 permit lady 0 vac truck 0 Portable Toilets 0 Remediation Equipment 0 Fudge factor 0

Subcontract Total = $7,680

ENTER NUMBER OF UNITS INCLUDING

TRAVEL THEN ENTER RATES ONLY!!!

5450 Subcontractor Total = $8,487

Per discussion with PR&D, 2 days to complete well abandonment's and 2 days are estimated to complete the vault excavation and restoration.

Total of 4 days is estimated.

SCOPE OF SERVICES

ESTIMATED COSTS

TOTAL $16,075.00

Assumptions and Clarifications

Ranking by fee Subcontractor Density Testing Contact Name Contact # email

1 UES $1,079.65 Steve Sarcevic (407) 423-0504 ssarcevic@teamues.com 2 Ardaman $1,150 Dan Dunham (407) 855-3860 qcscheduling@ardaman.com 3 Terracon $2,270 Josh Nolen (813) 621-7192 josh.nolen@terracon.com

Summary of Density Testing Costs former Sun State Supply (ERIC_ 5047) mailto:ssarcevic@teamues.com mailto:qcscheduling@ardaman.com mailto:josh.nolen@terracon.com