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

BIL01B Completion June 30, 2025

The Department approves this Task Assignment (TA), based upon the Cost Proposal and Level of Effort (CP/LOE), for Supplemental Site Assessment activities at the below project site, submitted to the Department on February 3, 2025, by Terracon Consultants, Inc. The final deliverable will be the Supplemental Site Assessment Report received by the Department no later than May 30, 2025.

Megan Johnson 850.245.8994 Contractor Terracon Consultants, Inc. Contractor

Contractor Tom Lewis, P.G. Contractor 850.692.7194

ERIC_18047

2503 Jackson Bluff Road, Tallahassee, Leon County

Former Rose Printing Company

Contractor Contractor

✔ $ 39,738.96

$ 39,738.96

Scope of Work

Terracon Consultants, Inc.

Contractor Donna Cline, P.E.

Senior Remediation Engineer

2/18/2025

Digitally signed by Cline, Donna L DN: cn=Cline, Donna L, ou=General Users, email=Donna.Cline@terracon.com Date: 2025.02.18 14:45:31 -05'00'

Cline, Donna L

Jennifer Farrell

Digitally signed by Jennifer Farrell Date: 2025.02.17 16:58:38 -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

QAPP/Work Plan and HASP.

03/07/2025

Field notes, photographic log, chain of custody, and sampling logs.

04/30/2025

Supplemental Site Assessment Report; Project Management.

05/30/2025

Department approval of QAPP/Work Plan and HASP (Subtask 2) $ 2,028.65

Department approval of field notes, photographic log, chain of custody, and sampling logs (Subtask 3) $ 30,562.82

Department approval of Project Management and Supplemental Site Assessment Report (Subtasks 1 and 4) $ 7,147.49

$ 39,738.96

HW687

BIL01B

www.FloridaDEP.gov

FFLLORIDA DDEEPARTMENTT OOFF

EEnvironmentall Protection

Bob Martinez Center

2600 Blair Stone Road Tallahassee, FL 32399-2400

Ronn DDeSantiss Governor

Jeanette Nuñez

Lt. Governor

Alexis A. Lambert Secretary

Memorandum TO: Terracon Consultants, Inc., HW687 Contract File

FROM: Megan Johnson, Contract Manager

DATE: February 17, 2025

SUBJECT: Negotiation Summary – BIL22 Task Assignment (TA) BIL01B Former Rose Printing Company – Site ID # ERIC_18047 Supplemental Site Assessment Activities

This TA is intended for conducting Supplemental Site Assessment activities at the Former Rose Printing Company site, located at 2503 Jackson Bluff Road, Tallahassee, Leon County. The services under this task are being conducted using federal funds from the State & Tribal Response Program Bipartisan Infrastructure Law (BIL) funding cooperative agreement that is administered by the Department on behalf of the U.S. Environmental Protection Agency (EPA).

Subtask 1: Project Management This subtask is a percentage of the overall project fees and has been negotiated as a contract rate. It includes project management, overhead, general and administrative, and fringe. The agreed upon cost of this subtask is $1,618.56.

Subtask 2: QAPP/Work Plan and HASP Under this subtask, Terracon will update the QAPP/Work Plan for this site. The agreed upon cost of this subtask is $2,028.65.

Subtask 3: Supplemental Site Assessment Activities Terracon will supervise the installation of three vertical extent wells to approximately 90 feet below ground surface. Groundwater samples will be collected for laboratory analysis for BTEXM and PAHs. Terracon will also coordinate the collection and disposal of up to 17 drums of investigation derived waste and one drum of purge water. The agreed upon cost of this subtask is $30,562.82.

Subtask 4: Supplemental Site Assessment Report A Supplemental Site Assessment Report will be prepared detailing the field and laboratory results.

This report will also include figures, maps, tables, and conclusions and recommendations for any future work. The agreed upon cost of this subtask is $5,528.93.

Summary The Department’s BIL Contract Manager and Terracon’s Contract Manager have both agreed to the scope of work and associated costs. The final cost associated with this TA is $39,738.96.

Documentation of these costs is included in the Cost Proposal/Level of Effort (CP/LOE) Form and CP/LOE narrative provided by Terracon on February 3, 2025, and the TA Form for BIL01B prepared by the Department. The final deliverable for this TA must be received by the Department no later than May 30, 2025.

3559 Timberlane School Rd Tallahassee, FL 32312

P (850) 692-7185 F (850) 692-7186

Terracon.com

February 3, 2025

Florida Department of Environmental Protection Waste Cleanup Program-Waste Management Division 2600 Blair Stone Road Tallahassee, Florida 32399-2400

Attn: Ms. Megan R. Johnson, Environmental Consultant Brownfields and CERCLA Site Screening Section E: Megan.R.Johnson@floridadep.gov W: 850-245-8994

Re: Proposal for Supplemental Site Assessment Former Rose Printing Company 2503 Jackson Bluff Road Tallahassee, Leon County, Florida Terracon Proposal No. PHF257008

Dear Ms. Johnson:

Terracon Consultants, Inc. (Terracon) appreciates the opportunity to submit this proposal to the Florida Department of Environmental Program (FDEP) Waste Cleanup Section to conduct a Supplemental Site Assessment for the Former Rose Printing Company facility located at 2503 Jackson Bluff Road in Tallahassee, Florida. These activities will be performed as approved by both FDEP and the U.S. Environmental Protection Agency (U.S. EPA) for utilizing Targeted Brownfield Assessment/Site Specific Activities (TBA/SSA) federal funding administered by FDEP.

Scope of Services (see Section 2.0 of attached Proposal Detail)

Develop a Workplan / Site Specific Quality Assurance Project Plan (SSQAPP) and updated Health and Safety Plan (HASP) and supplemental site assessment including three (3) deep monitoring well installations, surveying top of casing elevations, and groundwater sampling of new wells.

Review data and prepare a Supplemental Site Assessment Report with tables and concentration exhibits sealed by a Professional Geologist.

See attached LOE for details

Schedule (see Section 4.0 of attached Proposal Detail)

Deliverable of Workplan and SSQAPP within 5 business days of authorization;

Deliverable of field notes, photolog, and chain of custody within 2 business days of completion of field work;

Deliverable Supplemental Site Assessment within 20 business days following receipt of laboratory results.

Compensation (see Section 4.0 of attached Proposal Detail)

$39,738.96 (See attached CEF for details).

Proposal for Supplemental Site Assessment and Preparation of Report Former Rose Printing Company ■ Tallahassee, FL February 3, 2025 ■ Terracon Proposal No. PHF257008

PROJECT INFORMATION

Prior to being redeveloped as a printing shop in the late 1950s, the site was occupied by the Dale Mabry Army Airfield during the 1940s and 1950s to train pilots and air crews during World War II.

During site operations as Dale Mabry Army Airfield, the area of the site served as location for bunkered underground storage tanks (USTs) that transported fuel in an underground pipeline to a fuel depot adjacent to a runway northwest of the site.

According to the Final Site Assessment Report - Site Assessment and Pipeline Abandonment Former Dale Mabry Army Airfield Tallahassee, Leon County, Project No. I04FL0117-01, dated May 2016, prepared by Aerostar SES, LLC (Aerostar), this specific area of the fueling operations was identified as “Site B”. Site B consisted of thirteen (13) 25,000-gallon USTs. It is believed that the north portion of this former tank area is north of the former Rose Printing Building and under the northwest corner of the former Rose Printing Building. Prior assessments performed at the site confirmed exceedances above the FDEP Cleanup Target Levels for soil and groundwater have been identified in this area. The reports reviewed suggest that the USTs and the pipeline were abandoned sometime prior to the site being occupied by Rose Printing. Only benzene, toluene, ethylbenzene, xylenes (BTEX) and lead were analyzed for in this prior groundwater assessment.

In a May 19, 2017 letter from FDEP to the U.S. Army Corp of Engineers (USACE), FDEP did not concur with the USACE recommendation for Site B and indicated the USACE “needs to conduct additional assessment activities at the site, and fully characterize and define the site’s groundwater plume, before the Department can determine if Site B qualifies for non-eligibility status”. This investigation was not performed.

In November fall of 2019, utilizing funds available from their US EPA Community Brownfield Assessment grant, the City of Tallahassee (City) contracted Terracon to perform Phase I and II Environmental Site Assessment (ESA) activities prior to acquiring the site for redevelopment. Direct push sampling inside the building indicated significant groundwater impacts extended south of the former tank area under the building.

On March 3, 2022, FDEP approved the City’s application for further assessment and cleanup of this former airfield site.

On June 16, 2022, groundwater samples were collected from nine (9) temporary monitoring wells (GW-1 thru GW-8, and GW-15); and analyzed for benzene, toluene, ethylbenzene, total xylenes, and methyl tert-butyl ether (BTEXM) by Environmental Protection Agency (EPA) 8260B, PAHs by EPA Method 8270C, TRPH using the State of Florida Petroleum Range Organics (FL-PRO), and lead by EPA Method 6010B to assess the previously identified petroleum-impacted groundwater at the site.

Benzene concentrations detected in the June 2022 supplemental sampling event exceeded the FDEP GCTL of 1 μg/L set in Chapter 62-777, F.A.C. at GW-1 (3.1 μg/L), GW-15 (12 μg/L), GW-3 (1.1 μg/L), GW-4 (4.1 μg/L), GW-5 (77 μg/L), and GW-8 (3.2 μg/L). At all other sampling locations, Benzene concentrations were either below FDEP GCTLs and/or laboratory detection limits.

Toluene concentrations detected in the June 2022 supplemental sampling event exceeded the FDEP GCTL of 40 μg/L set in Chapter 62-777, F.A.C. at GW-5 (78 μg/L). At all other sampling locations, Toluene concentrations were either below FDEP GCTLs and/or laboratory detection limits.

February 3, 2025 ■ Terracon Proposal No. PHF257008

Ethylbenzene concentrations detected in the June 2022 supplemental sampling event exceeded the FDEP GCTL of 30 μg/L set in Chapter 62-777, F.A.C. at GW-4 (70 μg/L), GW-5 (250 μg/L), and GW-8 (69 μg/L). At all other sampling locations, Ethylbenzene concentrations were either below FDEP GCTLs and/or laboratory detection limits.

Total Xylene concentrations detected in the June 2022 supplemental sampling event exceeded FDEP Natural Attenuation Default Concentrations of 200 μg/L set in Chapter 62-777, F.A.C. at GW-5 (760 μg/L). Total Xylene concentrations exceeded the FDEP GCTL of 20 μg/L set in Chapter 62-777, F.A.C.

at GW-4 (41.1 μg/L). At all other sampling locations, Total Xylene concentrations were either below FDEP GCTLs and/or laboratory detection limits.

Lead concentrations detected in the June 2022 supplemental sampling event exceeded FDEP Natural Attenuation Default Concentrations of 150 μg/L set in Chapter 62-777, F.A.C. at GW-1 (433 μg/L). Lead concentrations exceeded the FDEP GCTL of 15 μg/L set in Chapter 62-777, F.A.C. at GW-2 (61.8 μg/L), GW-3 (30.6 μg/L), GW-4 (118 μg/L), GW-5 (48.5 μg/L), and GW-15 (66.8 μg/L). At all other sampling locations, lead was below the GCTLs or below the laboratory detection limits.

On March 21, 2023, FDEP issued Task Assignment BIL01A to conduct supplemental site assessment including soil sampling, monitoring well installations, and groundwater sampling.

On May 17, 2023, FDEP approved the Supplemental Site Assessment Workplan/Quality Assurance Project Plan, prepared by Terracon dated April 21, 2023.

On June 5th through June 8th, 2023, Preferred Drilling Solutions, Inc. (PDS) under the supervision of Terracon personnel advanced twelve (12) soil borings (MW-1 through MW-12) using a Geoprobe® direct-push rig. This assessment concluded:

Soil contaminant concentrations of benzene, ethylbenzene, and total xylenes were detected above Leachability based on Groundwater Criteria SCTL at soil boring MW-12 location from depth interval of 15 feet to 17 feet bgs.

The average depth-to-water measurements collected from the site monitoring wells screened 15-ft to 30-feet below top-of-casing (BTOC) on June 27, 2023, averaged 18.01 feet BTOC. The groundwater flow direction was interpreted towards the northeast.

Volatile Organic Compounds were detected above the FDEP GCTLs in the samples collected from monitoring wells screened 15 feet to 30 feet at MW-3, MW-5, MW-6, and MW-8. Additionally, wells MW-5, MW-6, and MW-8 exceeded the FDEP NADCs.

Volatile Organic Compounds were detected above the FDEP GCLTs in the samples collected from monitoring wells screened 40 feet to 45 feet at MW-11 and MW-12. All other constituents analyzed were below their respective FDEP GCTLs and/or laboratory method detection limits.

On September 1, 2023, FDEP approved deliverables for Subtasks 1, 2, 3 and 4, Task Assignment of

BIL01A.

February 3, 2025 ■ Terracon Proposal No. PHF257008

On February 1, 2024, FDEP authorized Task Assignment BF01B to initiate SSA activities including soil sampling, monitoring well installations, and groundwater sampling of monitoring wells. This SSA concluded:

No exceedances were detected above their Leachability Based on Groundwater Criteria in the soil samples SB-22, SB-23, SB-24 collected for laboratory analysis during this event.

Seven (7) monitoring wells (MW-13 through MW-19) were installed

The average depth-to-water measurements collected from the site monitoring wells screened 15-ft to 30-feet BTOC on April 22, 2023, was 15.02 feet BTOC. The shallow monitoring wells groundwater flow direction was interpreted towards the northeast.

The average depth-to-water measurements collected from the site monitoring wells screened 40-ft to 45-feet BTOC on April 22, 2024, was 31.62 feet BTOC. Based on the groundwater elevation the groundwater flow direction could be interpreted to be variable of monitoring MW- 11.

The depth-to-water measurements from the site monitoring wells screened 60-ft to 65-feet BTOC were collected on different dates due to MW-19 being installed at a later date. The average depth-to-water was 30.99 feet BTOC. A groundwater flow direction map could not accurately be generated.

BTEX concentrations were detected in the wells screened 15-ft to 30-ft BTOC at MW-2 MW-6, MW-8, and MW-13. Additionally, VOC concentrations detected in the groundwater collected from MW-6, MW-8, and MW-13 exceeded the FDEP NADCs.

BTEX concentrations were detected above the FDEP GCLTs in the samples collected from monitoring wells screened 40-ft to 45-ft at MW-11, MW-12, and MW-14. Benzene concentrations detected in the groundwater collected from MW-12 exceeded the FDEP NADCs.

BTEX concentrations were detected above the FDEP GCTL in the samples collected from MW- 15 and MW-19. Additionally, Benzene concentrations detected in the groundwater collected from MW-19 exceeded the FDEP NADCs.

Carcinogenic PAHs including Benzo(a)anthracene, Benzo(B)fluoranthene, Dibenzo(a,h)anthracene were detected at concentrations slightly above their respective GCTLs in the groundwater samples collected from shallow wells MW-17, MW-22, and MW-23.

Carcinogenic PAHs including Indeno(1,2,3-cd) pyrene was detected at concentrations slightly above its respective GCTLs in the groundwater sample collected from deep well MW-19, screened 60’ to 65’ bgs.

TRPH concentrations was detected slightly above its respective GCTLs in the groundwater sample collected from deep well MW-6.

The horizontal extent of groundwater contamination has been delineated as two distinct plumes, one smaller plume near the northeast boundary of the site that extends slightly north

February 3, 2025 ■ Terracon Proposal No. PHF257008 into the Jackson Bluff Road right-of-way and one larger onsite plume underneath the former building.

The vertical extent of the groundwater contamination was still not fully defined with benzene concentrations at MW-19 screened at 60-65’ bgs elevated above NADC levels.

This following scope has been prepared to provide both an update to current onsite monitoring well data as well as perform additional horizontal and vertical extent profiling of the impacts identified during the implementation of previous Task Assignment of BF01B.

SCOPE OF SERVICES

Based on prior discussions on phone and email, the proposed scope of services consists of subtasks involving Project Management, developing a Workplan / SSQAPP and HASP, groundwater assessment, and preparation of a Supplemental Site Assessment Report:

Subtask Description

Subtask 1: Project Management This scope is provided for in the template worksheets

Subtask 2:

Workplan/SSQAPP/Updated

HASP

Develop a Workplan and Site-Specific Quality Assurance Project Plan and Health and Safety Plan prior to field work for approval by FDEP

Subtask 3. Groundwater Sampling and Analysis

Mobilization/Demobilization to and from site.

Supervise installation of three (3) vertical extent wells to 90 ft bgs constructed of 2-inch dia. PVC riser with 5 ft of 0.01-inch slotted screen. Collect soil cores continuously for lithology and OVA/PID screening starting at 65 ft bgs to 90 ft bgs. Temporary override will be advanced to 65 ft bgs.

Collect three (3) groundwater samples from the three (3) newly installed monitoring wells for laboratory analysis by BTEXM (8260), and PAHs (8270). The analysis will be performed using a NELAC approved laboratory.

Coordinate the collection and disposal of up to 17 drums investigation derived waste (IDW) from drilling and 1 drum of purge water from monitoring well sampling.

Survey top-of-casing elevations from newly well installs.

Subtask 4. Supplemental Site Assessment Report

Prepare a Supplemental Site Assessment Report with site history, methodology, conclusions, recommendations, tables, sample locations and concentration exhibits, sealed by a Professional Geologist.

SCHEDULE

It is estimated that the workplan, SSQAPP, and updated HASP can be submitted within ten days of authorization and the supplemental site assessment can be implemented by late-March 2025, or earlier should the current demolition activities be complete. A Supplemental Site Assessment Report can be issued within 20 business days of receipt of laboratory analytical results.

February 3, 2025 ■ Terracon Proposal No. PHF257008

CLOSING REMARKS

Terracon services will be conducted in accordance with the terms and conditions, contained within DEP Waste Cleanup Program (WCP) Contract No. HW687, executed January 5, 2022. It is understood that a Task Assignment will be issued to authorize us to perform this work.

We appreciate the opportunity to provide this proposal and look forward to working with you on this project. If you should have any questions or comments regarding this proposal, please contact either of the undersigned at 850-692-7185.

Sincerely, Terracon Consultants, Inc.

Sid O’Neal. Tom Lewis, P.G.

Environmental Group Manager Principal

Attachments: Exhibit 1 Cost Spreadsheet Level of Effort Drill Bids/Drum Disposal

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C on tra ct or

Te rra co n

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Ta sk

BI

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Su bT as k

Pr oj ec t M an ag em en t Su bT as k

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Fo rm er

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SS

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A ss es sm en t

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Pr oj ec t M an ag er

M eg an

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Si te

A ss es sm en t

R ep or t

Su bT as k

Su bT as k

Su bT as k

To ta ls

La bo r R at e

Ca te go ry

$7 8.

Pr oj ec t M an ag er

To m L ew is

6.

$2

5.

Ad m in is tra tiv e As hl ey

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$0

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Br ow nf ie ld C on su lta nt

$3 3.

C

AD

D

S pe ci al is t

C he ls ea

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$0 .0

D at a

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$0 .0

En vi ro nm en ta l T ec hn ic ia n

$2

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Fi el d Sc ie nt is t

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$2

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Ev an

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$0

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IS

T ec hn ic ia n

$0 .0

Pr in ci pa l C on su lta nt

$0 .0

Pr oj ec t G eo lo gi st

$0

.0

Pr oj ec t I nd us tri al

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$0

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Pr oj ec t S ci en tis t

$0

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Se ni or E ng in ee r

$7 8.

Se ni or

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$0 .0

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IS

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$0 .0

Se ni or

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$4

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Se ni or S ci en tis t

Si d

O 'N ea l

$0 .0

St af f E ng in ee r

$0 .0

En v Te ch ni ci an

$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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To ta l H ou rs

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$4

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$5

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$6

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$1 ,6

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$1

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$0 .0

$0

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$0

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O ve rh ea d

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$5

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$6

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$7

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$1 ,8

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$2

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$0 .0

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0.

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$2

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$3

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$3

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$9

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$1 ,0

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$0

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$0

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$1

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$1 ,4

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$4 ,4

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$5

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$0 .0

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$0

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$0 .0

$0

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Tr av el Ve hi cl e R en ta l $5

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$0

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$5

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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M ile ag e C os ts

$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0

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$0

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$0 .0

$0

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Pe r d ie m

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$0 .0

$0

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$0

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$0 .0

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To ta l T ra ve l

$5

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$0 .0

$5

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$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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Su bc on tra ct or

(E qu ip m en t P ro cu re m en t)

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

Su bc on tra ct or S ub to ta l

$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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Pr oc ur em en t F ee $0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

To ta l S ub co nt ra ct or

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

Su bc on tra ct or (S er vi ce s

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PD

S

$1 9, 5.

$0

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$1 9, 5.

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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D ril lin g

(N on

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l) $0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

M ob ile

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

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Su rv ey in g $0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

ID

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$0 .0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

U til iti es $0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

.0

$0 .0

$0

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$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

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$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

Su bc on tra ct or S ub to ta l

$2 1, 0.

$0

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$2 1, 0.

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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H an dl in g Fe e $2

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$0 .0

$2

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

.0

$0 .0

To ta l S ub co nt ra ct or

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3, 0.

$0 .0

$2

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$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

R

EV

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T E

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A C

O N

P ag e

C O

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TI

M A

TE

C on tra ct or

Te rra co e:

2/

3/

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BI

L0 1B as k

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Si te

Fo rm er

R os e Pr in tin g C om pa ny Su bT as k

SS

Q

AP

P an d

U pd at ed

H

AS

P Su bT as k

Ac tiv ity /P ha se

SS

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Su bT as k

M on ito rin g

W el l I ns ta lla tio ns

/G ro un dw at er

A ss es sm en t

Su bT as k

Pr oj ec t M an ag er

M eg an

J oh on as k

Si te

A ss es sm en t

R ep or t

Su bT as k

Su bT as k

Su bT as k

To ta ls

La bo ra to ry

An al yt ic al

C os ts $5

.0

$0

.0

$5

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

Fa st T ur na ro un d C ha rg es $0

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$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

Sa m pl e Sh ip pi ng $7

0.

$0 .0

$7

0.

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

To ta l L ab or at or y $5

.0

$0

.0

$5

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

Fi el d

Ex pe es

Pe rs on al P ro te ct io n $1

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$0

.0

$1

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

Ex pe nd ab le s $1

.0

$0

.0

$1

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

Eq ui pm en t (

D ril lin g re la te d)

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

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Eq ui pm en t ( An al yt ic al re la te d)

$0 .0

$0

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$0 .0

$0

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$0 .0

$0

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$0 .0

$0

.0

$0 .0

$0

.0

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ID

W P ur ge

W at er

$0 .0

$0

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$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

.0

Eq ui pm en t ( O th er

$8

.0

$0

.0

$8

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

To ta l F ie ld

E xp en se s $1

,1

.0

$0 .0

$1

,1

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

Su bt ot al

$3 8, 9.

$1

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.4

$1 ,8

.2

$3

0, 8.

$5 ,0

.3

$0

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$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

Co m pl et io n Fe e $1

,2

.9

$1

.1

$1

.4

$4

.8

$5

.6

$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

$0

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To ta l E st im at ed C os t

$3 9, 8.

$1

,6

.5

$2 ,0

.6

$3

0, 2.

$5 ,5

.9

$0

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$0 .0

$0

.0

$0 .0

$0

.0

$0 .0

R

EV

C E

F T

E R

R A

C O

N P ag e

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Former Rose Printing SUBTASK 2: SSQAPP and Updated HASP

PROPOSAL NO. PHF257008

DATE: 2/3/2025

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Updated HASP Senior Scientist SO 1.00 Staff Scientist RE 2.00

SSQAPP

Field Scientist RE 18.00 Senior Geologist TL 1.00

Admin Admin AM Project files set-up 1

Staff Total hours

TL 1

SO 1

RE 20

AM 1 TOTAL LABOR 23

VEHICLE TYPE RATE UNIT USEAGE

0 $0.00

$0.00

TOTAL VEHICLE $0.00

PER DIEM STAFF RATE UNIT USEAGE

$0.00 $0.00 $0.00 $0.00

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST UNIT USEAGE

TOTAL $0.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

TOTAL EQUIPMENT $0.00

Review Prepare Updated Health and Safety Plan

Prepare SSQAPP Review

LEVEL OF EFFORT/EXPENSE WORKSHEET

SUBTASK 3: Monitoring Well Installations/Groundwater Assessment

PROPOSAL NO. PHF257008

DATE: 2/3/2025

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Field Task Planning and Monitoring Well Installations Senior Scientist SO 1.00 Field Scientist EH 2 days loading/unload mobilization 2.00 Senior Scientist SO 2 days loading/unload mobilization 2.00 Field Scientist EH 2 days of well installation overrsight at 3 locations 20.00

Survey Monitoring Well Top of Casing Senior Scientist SO 2.00 Field Scientist EH 2.00

Coordinate IDW T&D Senior Scientist SO 1.00 Field Scientist EH 2.00

Monitoring Well Groundwater Sampling Senior Scientist SO 1.00 Field Scientist EH 1 day loading/unload mobilization 1.00 Senior Scientist SO 1 day loading/unload mobilization 1.00 Field Scientist EH 1 day of monitoring welll sampling at 3 locations 8.00 Senior Scientist SO 1 day of monitoring well sampling at 3 locations 8.00

Staff Total hours

TL 0

SO 16

EH 35

TOTAL LABOR 51

VEHICLE TYPE RATE UNIT USEAGE

Truck (Well Installation/ sampling) 480 week 1 $480.00 Truck (IDW pickup) 120 day 0.5 $60.00

TOTAL VEHICLE $540.00

PER DIEM STAFF RATE UNIT USEAGE

$0.00 $0.00 $0.00 $0.00

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST UNIT USEAGE

Erwin Remediation IDW Disposal 125.00$ each 17 $2,125.00 PDS Sonic 19,175.00$ LS 1 $19,175.00

TOTAL $21,300.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

Sample Shipping Large Cooler (2 day) 70.00$ 1 $70.00 Aromatic VOCs EPA 8260D (groundwater) 60.00$ 3 0 0 $180.00

(3 new wells) PAHS EPA 8270 (groundwater) 110.00$ 3 $330.00

(3 new wells)

TOTAL LAB $580.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Expendables 40.00$ day 3 $120.00 Personal Protection 35.00$ day 3 $105.00 Monitoring Well Installation Kit 325.00$ day 1 $325.00 Shallow groundwater sampling kit 290.00$ day 0 $0.00 Deep groundwater sampling kit 415.00$ day 1 $415.00 Tubing, HDPE 0.30$ ft 350 $105.00 Tubing, silicon (3/16 x 3/8) 3.00$ ft 0 $0.00 Total Survey Station 50.00$ day 1 $50.00 55-gallon drum, new - purge water 100.00$ drum 0 $0.00

$0.00

TOTAL EQUIPMENT $1,120.00

Survey new monitoring wells (3) Survey new monitoring wells (3)

PreTask Planning, prepare field sampling SOW/coordinate site access, kit

PreTask Planning, prepare field sampling SOW/coordinate site access, kit

Prepare waste characterization/Generator Profile Coordinate IDW T&D: Meet transporter to unlock secure area for pickup

SUBTASK 4: SSA Report

PROPOSAL NO. PHF257008

DATE: 2/3/2025

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Field Task Planning Senior Scientist SO 2.00 Senior Geologist TL 2.00

Deliverable Field Scientist EH 10.00 Senior Scientist/Geologist SO Review and Summarize Water Quality Parameters 3.00 Senior Scientist/Geologist SO Review and Summarize Groundwater Analytical Results 4.00 Senior Scientist SO 12.00

QA/QC and Review Senior Scientist/Geologist TL Review and Seal Report 4.00

CADD

Project Scientist CF Create updated exhibits 10.00 Staff Total hours

TL 6

SO 21

EH 10

CF 10 TOTAL LABOR 47.00

VEHICLE TYPE RATE UNIT USEAGE

TOTAL VEHICLE -$

PER DIEM STAFF RATE UNIT USEAGE

$0.00 -$

TOTAL PER DIEM -$

SUBCONTRACTOR COSTS

NAME PURPOSE COST UNIT USEAGE

TOTAL -$

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC* #IDW TOTALS

* No charge for trip blanks, only one duplicate

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

TOTAL EQUIPMENT -$

Review data Review data

Data reduction/evaluation/Tables

Prep of Report

QUOTE SUMMARY FORMS

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Preferred Drilling Solutions, Inc.

8820 66th St, Pinellas Park, FL 33782

Ph: 727-561-7477 Fax: 727-561-9028 www.pdsflorida.com

SONIC DRILLING TECHNOLOGY QUOTE FORM

Date: 1/20/24 FAC ID#:

*Note: It is against PDS policy to drill in Pea Gravel. Borings in Pea Gravel will be terminated or can proceed solely at the risk of the consultant, DEP or Property Owner

Unit Unit Rate Number of Units Extended Price per day $4,500.00 2 9,000.00$ per day $3,500.00 -$ per foot $18.00 -$ per foot $25.00 270 6,750.00$ per foot $35.00 -$ each $150.00 -$ per well $150.00 3 450.00$ roundtrip $950.00 1 950.00$ per crew / per night $600.00 1 600.00$ each $75.00 17 1,275.00$ each $50.00 3 150.00$

TOTAL QUOTE PRICE $19,175.00

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

Project No.:

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

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

Signature and Title of Person Submitting Quote: ___________________________________Kevin Bonacum, Vice President of Operations

MISCELLANEOUS

(3) 2" x 90' MW's with 5' .010 screen, 8" x 65' temp override casing, soil cores 65'-90' at one location, druim cuttings, pad and 8" manhole

Develop wells, drum development water

Sonic Daily Rate & Crew (up to 10 hours on site)

Sonic Half Day Rate & Crew (up to 5 hours on site)

1" PVC Well Installation (includes all materials)

2" PVC Well Installation (includes all materials) 4" PVC Well Installation (includes all materials)

Pre-Packed Well Screen (includes all materials) ID 2" 5' Length

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

Consultant Name: Terracon

Site Name and Location: Former Rose Printing 2503 Jackson Bluff Rd, Tallahassee, Leon County, FL

PROPOSED SCOPE OF WORK:

Equipment Type: Geoprobe 8150LS, Terrasonic 150CC

SONIC DRILLING TECHNOLOGY

Other (specify)

Other (specify)

Days to Complete Scope of Work: 2

Mobilization Per Diem (4 Men)

DOT Approved 55-gal Drum

Permits

Other (specify) s Park, FL 33782

Cost Proposal Date

1/16/2025

Proposal #

19972

Name / Address

TERRACON CONSULTANTS, INC.

10841 S Ridgeview Road Olathe, KS 66061

Re:

Environmental Services Rose Printing assessment 2503 Jackson Bluff Road Tallahassee, FL S/R

PO Box 1147 Foxworth, MS 39483

Total

Subtotal

Tax (0.0%)

Customer Acceptance of Cost Proposal

Authorized Signature Date

*Payment Terms NTE 30 days upon project completion.

*1.5% Interest will be charged monthly to all overdue invoices.

Walker-Hill Environmental, Inc.

Milton, FL Office

Phone: (601) 441-0180 Email: frank@whenv.com

Description Unit Qty Rate Total

Mobilize/Demobilize Each 1 1,450.00 1,450.00T Sonic Drill Rig & Crew to Drill & Soil Sample Three 2" Monitor Wells to 90' and set 65' of 8" Sonic Barrows for Temporary Over Ride Casing

Per Day 3 6,500.00 19,500.00T

2" PVC Well Materials Per Foot 270 16.00 4,320.00T Well Completion, 8" Bolt Down Manhole Covers, 2"x2"x4" Concrete Pad

Each 3 250.00 750.00T

Well Development Per Hour 1.5 150.00 225.00T 55 Gallon Drums (if needed) Each 20 95.00 1,900.00T Permits Each 2 50.00 100.00T Per-Diem Per Night 5 600.00 3,000.00T

Facility ID# ERIC_18047

$31,245.00

$31,245.00

$0.00

Sonic Auger DPT Injection Well Abandonment

DATE: 1/20/2025

ESTIMATE #: 125038

ID QTY Unit Rate TOTAL

1 1 each 3,000.00$ 3,000.00$

2 4 night 450.00$ 1,800.00$

3 3 day 4,500.00$ 13,500.00$

3a 1 1/2 day 2,500.00$ 2,500.00$

4 8" Temp Override Casing 195 foot 30.00$ 5,850.00$

5 Materials: 2" PVC Well Installation 270 foot 12.00$ 3,240.00$

6 3 each 150.00$ 450.00$

7 3 each 75.00$ 225.00$

8 0 1/2 hour 75.00$ -$

9 14 each 75.00$ 1,050.00$

10 2 each 75.00$ 150.00$

11 1 each 30.00$ 30.00$

Subtotal 31,795.00$

Signature : TTodd Hodgson

Todd Hodgson TOTAL 31,795.00$ Partner

PROJECT

Rose Printing Assessment 2503 Jackson Bluff Road

CUSTOMER

Sid O'Neal Terracon Consultants

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

DESCRIPTION

THANK YOU FOR YOUR BUSINESS!

PROJECT DESCRIPTION:

"Damages to utilities on private property is the responsibility of the client"

Drum (Soil) (Estimated)

Drum (Water) (Estimated)

Well Development (Up to 1/2 Hr w/ Pump)

2' x 2' Concrete Pad w/8" BD Completion (Dirt)

"Actual quantities used & days onsite will be invoiced"

Completion: 3 to 3.5 Days

Permits (NWFLWMD- up to 10 wells Per Parcel/App)

Sonic Rig and Crew

Per Diem - Est. 3 Man Crew Est. (Hotel Cost + $50/per man)

Tallahassee, Florida 3559 Timberline School Road

Mobilization/Demobilization

Well Installation (Sonic)

***Utility Locates on Private Property are the responsibility of the client***

Tallahassee, Florida 32312

(2) 2" x 90' PVC Well w/5' of .010 Slot Screen, 8" Temp Override Casing to 65', 2' x 2' Pad w/8" BD Completiion. No Soil Sampling

(1) 2" x 90' PVC Well w/5' of .010 Slot Screen, 8" Temp Override Casing to 65', 2' x 2' Pad w/8" BD Completiion. Soil Sampling from 65' to ~90'

All locations must be accessible with track mounted sonic rig.

(850) 692-7189

Note: It is Groundwater Protection policy that if 'Pea Gravel' is encountered, ANY type of boring/drilling will be terminated immediately and the boring location will need to be relocated to a clear location by the client.

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

Drum All Cuttings and Development Water

Additional Well Development

Sonic Rig and Crew (If Needed)

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

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408 Ditmar Street Pensacola, FL 32503

To: Mr. Sid O’Neal Terracon 3559 Timberlane School Road Tallahassee, Florida 32312

May 22, 2024

Re: Drum Disposal – Non-Hazardous Petroleum

Mr. O’Neal:

The price for the transportation and disposal (T&D) of 55-gallon drums of non-hazardous soil and water impacted with petroleum is listed below:

Description Rate Unit

T&D – Non-Hazardous Soil Impacted with Petroleum $125.00 Per Drum T&D – Non-Hazardous Water Impacted with Petroleum $125.00 Per Drum

Please ensure that all drum lids are properly secured and that drums are on a level surface like the surrounding area (i.e., not on a pallet, etc.). A single False Mobilization fee will apply if our driver is not able to locate a drum on site or if we are unable to access the property due to a locked gate, etc. This quote is valid for 90 days.

Please contact me if you have any additional questions.

Respectfully, Robert Donado Erwin Remediation, Inc.

Email: Robert@erwinremediation.com p y

R b t D d

Whatever Waste, LLC 3834 Mandarin Woods Dr. No.

Jacksonville, FL 32223 United States 904.881.1957

Rachael Greller Staff Scientist Terracon 1675 Lee Road Winter Park 32789 United States

Proposal Number 033023.1

Overview RE: Drycleaner Waste Drum Cleanup Program Non-haz IDW Drum Transport & Disposal LOC: Statewide including Florida Keys

Good day Ms. Greller, Whatever Waste is pleased to provide non-haz IDW soil and water drum transport & disposal services to you and Terracon in regions throughout Florida including the Keys

Pricing

Notes

Proposal Date 03/30/2023

Description Rate Qty Line Total

North Region: NH IDW Soil & Water 55-gallon drums - each (No Stop Fee)

$140.00 1 $140.00

Central Region:NH IDW Soil & Water 55-gallon drums - each (South of Ocala; North of Sarasota/Port St. Lucie) (Stop fee $150; 2 drums or less)

$140.00 1 $140.00

South Region: NH IDW Soil & Water 55-gal drums - each (South of Sarasota/Port St. Lucie) (Stop fee $200; 2 drums or less)

$225.00 1 $225.00

Florida Keys: NH IDW Soil & Water 55-gal drums - each (Stop Fee - $250)

$275.00 1 $275.00

Subtotal

Tax

780.00

0.00

Proposal Total (USD) $780.00

Whatever Waste will assist with IDW profiling and require VOCs, and RCRA 4 metals for IDW drycleaner site soils; and VOCs only for IDW drycleaner site water.

DOT shippable drums at each location must be accessible in one area and on a hard surface.

No-load run charges to locations if called off in transit or upon arrival would be the stop fee in Central, South Regions and the Keys. In the North Region the no-load charge would be $100.

Terms

Actual amounts will be invoiced unless minimum quantities and associated fees apply Rates under contract are valid for 6 months Payment terms are 30 days after receiving emailed invoice with associated documents

Indemnification: Each party agrees to indemnify, defend and hold harmless each other for and from any loss or liability arising out of the party's breach of this agreement except for gross negligence, willful misconduct or bad faith.

Capitol 200 Biddle Ave, Suite 205

Environmental Newark, DE 19702

Services, Inc. 302-380-3737 www.capitolenv.com

EXPERTISE SUSTAINABILITY SOLUTIONS

Rachael Greller Terracon 3-28-2023 1675 Lee RD Winter Park FL 32789

Scope of Work: Provide transportation and disposal of Non Hazardous drill cuttings, and Purged waters. Drums to be located on a hard surface for loading, or additional charges could apply. Quote good for sites in Central FL North areas. With approved profile and analytical.

DESCRIPTION

Estimated Quantity

UM Price $ Total $

Drill cuttings from drilling operation solids 30 drums Per Drum $140.00

Drums Purge waters ( 55 GL drum ) 30 drums Per Drum $135.00

Additional loading time after 1-hour site. Per Hour $155.00

Actual time

Rachael, I appreciate the opportunity to submit this proposal and hope that Capitol Environmental Services, Inc. can be of service to Terracon. Should you require additional information, or have any questions at all, please do not hesitate to contact me at 813-613-0452 Manderson@capitolenv.com

Sincerely Yours, Mike Anderson www.capitolenv.com