CN-370000-HW685-DC023A.pdf

Funding Information:

Org. Code E.O. Object Code Budget Entity Appropriation

Category Grant # Project # Year Amount

☐ Additional Funding Information attached on separate page.

Rev. 8/26/2020

STATE OF FLORIDA

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Task Assignment This Task Assignment (TA) is entered into between the Parties named below, pursuant to Contract Number: .

1. TA Number: TA Completion Date:

TA Description:

2. Parties State of Florida Department of Environmental Protection

(Department)

Department Project Manager: Department Project Manager Phone:

Contractor Name: (Contractor ) ntractor’st ’s Project Manager: ontractor’s t’s Project Manager Phone:

3. Project Number:

(If different from TA Number)

Project Location(s):

Project Name:

4. As consideration for the services rendered by Contractor under the terms of this TA, the Department shall pay the Contractor on the following bases, up to the Total TA Value as indicated below:

☐ Fixed Price:

☐ Fixed Unit Rate: (Extended Price)

☐ Cost Reimbursement:

Total TA Value:

5. The Parties agree to comply with the terms and conditions of the underlying the Contract, and the following attachments which are hereby incorporated by reference:

Attachment 1:

☐ Additional Attachments (if necessary):

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

State of Florida Department of Environmental Protection CONTRACTOR Department Name:

Title:

Secretary or Designee

(Authorized Signature) (Authorized Signature) Date:

☐ Additional signatures attached on separate page.

HW685

DC023A Completion November 18, 2022

This Task Assignment authorizes Golder to conduct groundwater monitoring activities in accordance with the April 26, 2022, Scope of Work, Cost Estimate, and Bid Documentation.

Ben Grubbs 850-245-8992 Contractor Contractor

Contractor Contractor

Contractor Contractor

Contractor

Golder Associates USA Inc.

Golder Associates USA Inc.

Matt Crews 904-363-3430

ERIC_4596

5800 Fort Caroline Road, Jacksonville, Duval County

Sages Dry Cleaner - Former

✔ $ 18,892.35

$ 18,892.35

Scope of Work

Donald Miller

Principal

Donald Miller Digitally signed by Donald Miller Date: 2022.05.02 14:38:19 -04'00'

William E. Burns, Jr.

William E. Burns, Jr. Digitally signed by William E. Burns, Jr.

Date: 2022.05.02 13:39:37 -04'00'

N/A

Task Assignment Notification/Change Order Deliverables and Invoice Schedule Attachment

WCP TAFORM 04-2017

Contract Number:

Task Assignment #:

Deliverables:

Deliverable Deliverable Due Date

Invoice Schedule:

Requirements for Invoice Submittal Amount to be Invoiced

TOTAL COST

Subtask 2: Groundwater Monitoring Field Documentation and Laboratory Report;

IDW Disposal Documentation 08/19/2022

Subtasks 1 & 3: Annual Groundwater Monitoring Report; ADaPT/GIS Update; Project Management 09/23/2022

Subtask 2: Submittal and FDEP approval of the Groundwater Monitoring Field Documentation and Laboratory Report; IDW Disposal Documentation $ 12,540.17

Subtasks 1 & 3: Submittal and FDEP approval of the Annual Groundwater Monitoring Report; ADaPT/GIS Update; Project Management $ 6,352.18

$ 18,892.35

HW685

DC023A

Printed on recycled paper.

FLORIDA DEPARTMENT OF

Environmental Protection

Bob Martinez Center

2600 Blair Stone Road Tallahassee, FL 32399-2400

Ron DeSantis Governor

Jeanette Nuñez

Lt. Governor

Shawn Hamilton Secretary

To: HW685 Contract Negotiation File Sages Dry Cleaner - Former Jacksonville, Duval County

ERIC_4596

From: Ben Grubbs, Project Manager Date: May 2, 2022 Subject: Negotiation Summary

HW685 DC023A

This Task Assignment authorizes Golder to conduct groundwater monitoring activities in accordance with the April 26, 2022, Scope of Work, Cost Estimate, and Bid Documentation.

Subtask 1: Project Management An automatic calculation based upon total direct labor hours determines the labor hours within this subtask.

Subtask 2: Annual Groundwater Monitoring Golder will collect groundwater samples from the monitoring wells identified in the attached 2022 Performance Monitoring Plan. Prior to sampling, depth-to-water will be measured. The wells will then be purged, and field parameters will be recorded. The groundwater samples will be collected using low flow sampling methods and analyzed for chlorinated volatile organic compounds (VOCs). Samples from six wells will also be analyzed for total iron. Investigation-derived waste (IDW) will be temporarily stored in 55-gallon drums. Golder requested bids for IDW drum treatment and disposal from Clark, Erwin, Whatever Waste, and M & D Industrial Services. Erwin was selected as the lowest responsive and responsible bidder.

Subtask 3: Reporting Golder will submit the Annual Groundwater Monitoring Report and ADaPT and GIS deliverables to FDEP.

Golder will obtain an updated Access Agreement from the current real property owner of the Sages Dry Cleaner - Former (ERIC_4596) site.

This groundwater sampling event is a part of long-term monitoring to determine when the site will be eligible for closure.

The FDEP Project Manager agrees to the scope of work and final cost associated with this Task Assignment. The final cost for this Task Assignment is $18,892.35 with 113 labor hours.

MEMORANDUM

Sages Dry Cleaner - Former May 2, 2022 Page Two

Golder may invoice following the schedule established in the Deliverables and Invoice Schedule Attachment, which accompanies the Task Assignment Notification Form.

FDEP COST ESTIMATEContractor: Golder Associates USA Inc.

Date: 4/28/2022

Task #: DC023 SubTask 1 Project Management SubTask 6

Site: Former Sages SubTask 2 Annual GW Monitoring SubTask 7

Activity/Phase: Assessment SubTask 3 Reporting SubTask 8

Project Manager: Ben Grubbs SubTask 4 SubTask 9

SubTask 5 SubTask 10

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

$51.23 Project Manager (RFM) 11 10.9 $0.00 Program Leader - X-14 0 0 0 0 0 0 0 0 0 0

$63.65 Practice Leader - X-13 (JB) 3 0 3 0 0 0 0 0 0 0 $0.00 Senior Consultant - X-12 0 0 0 0 0 0 0 0 0 0

$51.23 Senior Sci/Eng - X-11 (RFM) 30 12 18 0 0 0 0 0 0 0 $45.42 Senior Project Sci/Eng - P-10 (BL) 5 0 5 0 0 0 0 0 0 0 $44.15 Project Sci/Eng - P-10 (JT) 4 0 3.5 0 0 0 0 0 0 0 $38.61 Staff Sci/Eng - P-8 (LS) 30 30 0 0 0 0 0 0 0 0 $33.32 Staff Sci/Eng - P-8 (JS) 29 29.0 0 0 0 0 0 0 0 0 $32.75 Staff Sci/Eng - P-8 (AS) 2 0 2 0 0 0 0 0 0 0

$0.00 Sci/Eng/Admin - P-7 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0

Total Hours 113 10.9 71.0 31.5 0 0 0 0 0 0 0

Direct Labor $4,858.50 $558.94 $2,739.34 $1,560.22 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Overhead 172.50% $8,380.91 $964.17 $4,725.36 $2,691.38 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Gen & Admin 0.00% $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fringe 0.00% $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Labor $13,239.41 $1,523.11 $7,464.70 $4,251.60 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

REV: 02/03 CEF GOLDER Page 1

FDEP COST ESTIMATEContractor: Golder Associates USA Inc.

Date: 4/28/2022

Task #: DC023 SubTask 1 Project Management SubTask 6

Site: Former Sages SubTask 2 Annual GW Monitoring SubTask 7

Activity/Phase: Assessment SubTask 3 Reporting SubTask 8

Project Manager: Ben Grubbs SubTask 4 SubTask 9

SubTask 5 SubTask 10

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

Vehicle Rental $360.00 $360.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mileage Costs $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Air Fare $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Per diem + Hotel $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Travel $360.00 $360.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor (Equipment Procurement) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor Subtotal $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Procurement Fee $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor (Services Procurement) Drilling (Conventional) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Drilling (Non-conventional) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mobile Laboratory $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Surveying $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

IDW $200.00 $200.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Utilities $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Utility Location $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor Subtotal $200.00 $200.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Handling Fee $20.00 $20.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $220.00 $220.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Laboratory Analytical Costs $1,870.00 $1,870.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fast Turnaround Charges $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Sample Shipping $260.00 $260.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Laboratory $2,130.00 $2,130.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Field Expenses Personal Protection $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Expendables $120.00 $120.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Drilling related) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Analytical related) $1,299.00 $1,299.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (IDW related) $200.00 $200.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Other) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Field Expenses $1,619.00 $1,619.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subtotal $17,568.41 $1,523.11 $11,793.70 $4,251.60 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Completion Fee $1,323.94 $152.31 $746.47 $425.16 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Total Estimated Cost $18,892.35 $1,675.42 $12,540.17 $4,676.76 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

REV: 02/03 CEF GOLDER Page 2

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Former Sages SUBTASK 2: Annual GW Monitoring

DATE: 4/28/2022

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Senior Sci/Eng (R Mongillo) 12

Staff Sci/Eng L. Swindle) 30

Staff Sci/Eng (J. Spengler) 29

TOTAL LABOR 71

VEHICLE TYPE RATE UNIT USEAGE

Truck (GW sampling $120.00 Per Day 3 $360.00

TOTAL VEHICLE $360.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Erwin IDW T&D - Liquids $100.00 Per Drum 2 $200.00

TOTAL $200.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

Chlorinated VOCs - EPA Method 8260B Total VOHs EPA Method 8260B $73.00 23 $1,679.00 Total VOCs EPA Method 8260B $110.00 1 $110.00 Total Iron EPA Method 6010 $13.50 6 0 $81.00 Sample Shipping Small (IDW) $110.00 1 $110.00 Sample Shipping Large $150.00 1 $150.00

TOTAL LAB $2,130.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Miscellaneous Expendables $40.00 Per Day 3 $120.00 Shallow Groundwater Sampling Kit $290.00 Per Day 3 $870.00 Tubing, Poly HDPE $0.30 Per Foot 1200 $360.00 Tubing, Silicon 3/16 x 3/8 $3.00 Per Foot 23 $69.00 Drum, 55-gallon $100.00 Per Drum 2 $200.00

TOTAL EQUIPMENT $1,619.00

Round trip travel 3 days x 1.0 hr per day (3 hours). Field event preparation (1 hr). Instrument calibration, groundwater measure water levels, measure field parameters, sample 23 wells for parameters listed on Table 1, and management of IDW storage at the site (3 days x 12 hours a day (26 hours).

Communication with RPO, verification of property ownership, and four offsite access properties prior to site access (3 hr), Obtain new property access agreement from property owner (3 hours), prepare and submit field notes, sample forms, laboratory report in an email deliverable to the DEP (4 hours), characterization and waste profile for transportation and disposal of IDW drum(s) (2 hr).

Round trip travel 3 days x 1.0 hr per day (3 hours). Instrument calibration, groundwater measure water levels, measure field parameters, sample 23 wells for parameters listed on Table 1, and management of IDW storage at the site (3 days x 12 hours a day (26 hours).

Contact property owner, offsite property owners, and DEP scheduling field work, collect groundwater samples from 23 existing monitoring wells for chlorinated VOC analysis and 6 wells for iron, and IDW characterization and waste profile for transportation and disposal.

FINAL --7/24/96

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Former Sages SUBTASK 3: Reporting

DATE: 4/28/2022

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Practice Leader (J. Brown) 3

Senior Sci/Eng (R Mongillo) 18

Senior Project Sci/Eng (J. Thomas) 3.5

Senior Project Sci/Eng (B. Lucero) 5

Staff Sci/Eng (A. Strayer) 2

TOTAL LABOR 31.5

VEHICLE TYPE RATE UNIT USEAGE

TOTAL VEHICLE $0.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

TOTAL $0.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

TOTAL EQUIPMENT $0.00

Reporting: Updating tables document production, binding and shipping. Create pdf for OCULUS.

Develop conclusions and recommendations and prepare final Annual Monitoring Report.

Data entry, prepare tables and figures, and draft Annual Monitoring Report

Update FDEP GIS Tables, run data checker, create and edit error report, and annotate error report (23 data points x 8 min/point = 184 minutes). Submit FDEPGIS tables; submit ADaPT deliverable (0.5)

CADD Update Figures (three groundwater flow and three CVOC detection figures)

FINAL --7/24/96

Golder Associates USA Inc.

9428 Baymeadows Road, Suite 400, Jacksonville, Florida, USA 32256

T: +1 904 363-3430 F: +1 904 363-3445 golder.com

April 26, 2022 Proposal No. 202208346

Mr. Ben Grubbs Florida Department of Environmental Protection Division of Waste Management Drycleaning Solvent Cleanup Program 2600 Blair Stone Road, MS 4520 Tallahassee, FL 32399-2400

RE: COST PROPOSAL FOR THE FORMER SAGES CLEANERS

ANNUAL GROUNDWATER MONITORING

5800 FORT CAROLINE ROAD

JACKSONVILLE, DUVAL COUNTY, FLORIDA

DEP FACILITY ID NUMBER: ERIC_4596

PROPOSED TASK ASSIGNMENT: HW685_DC023A

Dear Mr. Grubbs:

Golder Associates USA Inc. (Golder) is pleased to provide the Florida Department of Environmental Protection (DEP) with this cost proposal for annual groundwater monitoring at the above-referenced site. This proposal includes a description of the proposed scope of services, level of effort sheets for each subtask, and a cost estimate form that summarizes the costs of the proposed services. The scope of work is based on the recommendations accepted by the DEP in the August 30, 2021 electronic mail correspondence to Golder. The proposed scope of services is described below.

SUBTASK 1 – PROJECT MANAGEMENT

To facilitate project quality and satisfactory completion of the proposed scope of work, all aspects of this project will be overseen by an experienced project manager. The project manager will be responsible for the schedule, budget, invoicing, project activities, and communications with DEP and the field team. Project management will include coordination of field activities; resource allocation to confirm the work is conducted by qualified professionals in accordance with the project schedule; cost control and tracking of the budget status; and submittal of project invoices in accordance with DEP Drycleaning Solvent Cleanup Program requirements. The project manager will oversee the work so that it is conducted in a manner that is consistent with the requirements of the DEP-approved task assignment.

SUBTASK 2 – ANNUAL GROUNDWATER MONITORING AND IDW TREATMENT

Golder will complete the 2022 annual groundwater monitoring event, as outlined in the attached Table 1. The 2022 performance monitoring plan was developed with consultation from the DEP and presented in the 2021 Annual Groundwater Monitoring Report. The plan includes collecting groundwater samples from select wells for chlorinated

Mr. Ben Grubbs Proposal No. 202208346

Florida Department of Environmental Protection April 26, 2022 volatile organic compound (VOC) analysis, as well as total iron as part of the continued implementation of the Underground Injection Control (UIC) monitoring. Figures 6 through 8 and 12 through 14 from the previous annual groundwater monitoring report show the well locations, groundwater flow, and chlorinated VOC results for the shallow, intermediate, and deep zones of the surficial aquifer

Prior to groundwater sampling, depth-to-water measurements will be collected using an electronic water level indicator at the 23 monitoring wells that will be sampled to determine groundwater depth. During the sampling event, the locks and well caps will be inspected for damage or degradation and repaired or replaced, as necessary.

Groundwater samples will be collected from the wells in accordance with DEP Standard Operating Procedures (SOPs) for Field Activities (DEP SOP-001/01). Prior to collecting the groundwater sample, each well will be purged and field parameters including temperature, pH, specific conductance, dissolved oxygen, turbidity, and oxidation reduction potential (ORP) will be monitored. Purge volumes and field parameters will be recorded on field data sheets, and the field monitoring equipment will be calibrated in accordance with the manufacturer’s recommended procedures.

Groundwater samples will be collected using low flow sampling methods. The groundwater samples will be placed in laboratory-supplied containers, labeled with a unique identification number attached to the outside of the sample container, preserved on ice in a laboratory-provided cooler at a maximum temperature of four degrees Celsius, and delivered to a Florida Department of Health and National Environmental Laboratory Accreditation Program certified fixed-base laboratory along with the completed chain-of-custody documentation to be analyzed for chlorinated VOCs using EPA Method 8260B. Six samples will be analyzed for iron using EPA Method 6010 to satisfy the UIC concerns. Upon receipt of the laboratory analytical results, Golder will evaluate the constituent concentrations to determine if off-site notification is required.

Golder will temporarily store the investigation derived waste (IDW) purge water generated from the groundwater sampling event in a 55-gallon steel drum(s). A waste characterization sample will be collected from the IDW drum(s) for analysis of total VOCs using EPA Method 8260. If the waste characterization sample is acceptable to the disposal subcontractor, the IDW drum(s) will be picked up and transported to a facility for proper disposal. A non-hazardous waste manifest will be provided by the disposal subcontractor upon delivery to the disposal facility.

Upon completion of Subtask 2, an e-mail deliverable will be submitted and include copies of the field data sheets, equipment calibration forms, field notes, laboratory analytical report, and laboratory chain-of-custody documentation.

SUBTASK 3 – REPORTING

The annual groundwater monitoring report will include a description of the sampling procedures, evaluation of the analytical results, comparison of current to historical data, tabulated summary of the current and historical analytical data, a site map showing the groundwater analytical results, water level elevation information in tables and figures, laboratory analytical data, conclusions, and recommendations. Golder will also update the DEP GIS tables with the new water level data, field parameter measurements, and VOC data; run the DEP data checker on the completed tables; and submit the updated tables and error reports under this subtask. Additionally, Golder will forward the Automated Data Processing Tool (ADaPT) data deliverables for the groundwater sampling event provided by the laboratory.

HEALTH AND SAFETY

Golder will update the existing site-specific Health and Safety Plan for the field work. The work will be completed in accordance with Golder’s safety policies and procedures. At a minimum, Golder will wear safety glasses, high visibility safety vests, and steel-toed boots. A safety job briefing will be conducted prior to the start of work activities, and anytime the scope of work or site conditions change.

COST AND SCHEDULE

The estimated cost to complete the proposed scope of work is $18,140.79. Golder anticipates the monitoring event will take place in the middle to late July 2022. The LOE/CEF sheets and Disposal subcontractor IDW quotes are included in Attachment A. The following table summarizes the proposed costs and deliverable schedule.

Task Proposed Cost Proposed Schedule/Deliverables

Subtask 1 – Project Management $ 1,615.54 October 21, 2022

Subtask 2 – Annual Groundwater Monitoring

$11,848.49 August 19, 2022 (Field documentation and laboratory analytical report via E-mail)

Subtask 3 – Reporting $ 4,676.76 September 23, 2022 (Annual Groundwater Monitoring Report)

Total/Completion Date $18,140.79 November 18, 2022

Please be aware that Golder has been acquired by and is now a Member of the WSP family of companies. Golder remains as a legal entity and is the proposed contracting entity for this proposal. We are in the process of integrating the resources of our companies. Correspondence for this proposal should continue to be addressed to the undersigned.

Golder appreciates the opportunity to provide services under the Drycleaning Solvent Cleanup Program. Should you require additional information or clarifications, please contact us at (904) 363-3430.

Sincerely, Golder Associates USA Inc.

Ralph F. Mongillo, Jr., PG Donald J, Miller, PEng Lead Consultant / Senior Geologist Senior Director

RFM/JCB/as

Attachments: Table 1 – 2022 Performance Monitoring Plan

Figure 6 – Potentiometric Map of the Shallow Zone Surficial Aquifer (May 3, 2021) Figure 7 – Potentiometric Map of the Intermediate Zone Surficial Aquifer (May 3, 2021) Figure 8 – Potentiometric Map of the Deep Zone Surficial Aquifer (May 3, 2021) Figure 12 – Groundwater Characterization in the Shallow Zone of the Surficial Aquifer (May 2021) Figure 13 – Groundwater Characterization in the Intermediate Zone of the Surficial Aquifer (May 2021) Figure 14 – Groundwater Characterization in the Deep Zone of the Surficial Aquifer (May 2021)

Attachment A – Level of Effort Sheets and Cost Estimate Form and Subcontractor Quotes

G:\Projects\DEP-Drycleaning\Projects\Jax\Sages - HW685\DC023A - Ann Mon\Proposal\HW685 Former Sages Cleaners GW Monitoring proposal - ERIC_4596.docx

April 2022 202208346

Chlorinated VOCs Total IronA

EPA Method 8260 EPA Method 6010

Shallow Surficial Aquifer MW004 23 - 33 Downgradient - Shallow (offsite) X MW511 26 - 31 Downgradient - Shallow X MW513 26 - 31 Sidegradient - Shallow X MW514 26 - 31 Downgradient - Shallow X X MW612 5-15 Downgradient - Shallow X MW015 25 - 35 Downgradient - Shallow (offsite) X MW016 25 - 35 Cross gradient - Shallow X MW021 25 - 35 Source Area - Shallow X X MW024 25 - 35 Downgradient - Shallow (offsite) X MW026 25 - 35 Downgradient - Shallow (offsite) X MW028 25 - 35 Downgradient - Shallow (offsite) X

Intermediate Surficial Aquifer MW606 35 - 45 Downgradient - Intermediate (offsite) X MW607 35 - 45 Downgradient - Intermediate X X MW014 35 - 45 Downgradient - Intermediate (offsite) X MW019 35 - 45 Downgradient - Intermediate X MW022 35 - 45 Source Area - Intermediate X X MW025 35 - 45 Downgradient - Intermediate (offsite) X MW027 35 - 45 Downgradient - Intermediate (offsite) X MW029 35 - 45 Downgradient - Intermediate (offsite) X

Deep Surficial Aquifer MW608 55 - 65 Downgradient - Deep X X MW005 60 - 65 Downgradient - Deep (offsite) X MW013 55 - 65 Downgradient - Deep (offsite) X MW023 55 - 65 Source Area - Deep X X

Notes:

X - Parameter measured or analyzed AUnderground Injection Control Monitoring Parameter Monitoring plan may be adjusted based on evaluation of prior results.

2022 ANNUAL MONITORING EVENT

TABLE

2022 PERFORMANCE MONITORING PLAN

Former Sages Dry Cleaners, Jacksonville, Florida Facility ID No. ERIC_4596

Well Identification

Screen Interval (feet)

Well Location

FN: G:\Projects\DEP-Drycleaning\Projects\Jax\Sages - HW685\DC023A - Ann Mon\Proposal\ Table 1 - 2022 Performance Monitoring Plan Page 1 of 1

6' CHAIN LINK FENCE

RIG

HT O

F W

AY FO

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DRAINAG

E & UTILITIES

FORT CAROLINE ROAD

DRAINAG

E DITCH

OHL

OHL

OHL

OHL

FORMER FLOOR

DRAIN LOCATION

FORMER WASTE OIL

TANK FILL PIPE

FORMER LOCATION OF FORMER

DRYCLEANING MACHINE

FORMER HEATING OIL TANK

LOCATIONFORMER WASTE OIL UST

LOCATION AND BOILER ROOM

FORMER SUMP FOR

FLOOR DRAIN

MW001.

(NM)

MW516.

(NM)

MW511

(35.52)

MW513

(35.55)

MW514

(35.49)

MW002.

(NM)

MW003.

(NM)

MW004

(35.45)

MW612.

(NM)MW015

(35.61)

MW016

(35.71)

MW021

(35.81)

MW012.

(NM)

MW024

(35.73)

MW026

(35.72)

MW028

(35.56)

35.70

35.50

.5

.7 in

FDEP-DC028

Control No.

FDEPDC028-L006a

FIGURE

2021-05-20

BCL

RFM

RFM

JCB

FORMER SAGES DRYCLEANERS

JACKSONVILLE, FLORIDA

FL. DEPT. OF ENVIRONMENTAL PROTECTION

POTENTIONMETRIC MAP OF THE SHALLOW SURFICIAL

AQUIFER

(MAY 3, 2021)

TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

PREPARED

DESIGNED

REVIEWED

APPROVED

YYYY-MM-DD

IF

T

H

IS

M

EA

SU

R

EM

EN

T D

O

ES

N O

T M

AT

C

H W

H

AT

IS

S

H O

W N

, T H

E

SH

EE

T

SI

ZE

H

AS

B

EE

N M

O D

IF

IE

D F

R O

M : A

N

SI

B

Pa th

: C :\U se rs

\b lu ce ro

\A pp

D at a\ Lo ca l\T em p\

\A cP ub lis h_

0\

F ile

N am e:

F

D

EP

D C

8-

L0 a.

dw g

SCALE

0 20 40

FEET

LEGEND

SHALLOW MONITORING WELL LOCATION

CONCRETE SLAB

ASPHALT AREA

(36.00) GROUNDWATER ELEVATION

GROUNDWATER CONTOUR INTERVAL

(DASHED WHERE INFERRED)

ESTIMATED GROUNDWATER

FLOW DIRECTION

(NM) NOT MEASURED

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

MW612

RIG

HT O

F W

AY FO

R

DRAINAG

E & UTILITIES

FORT CAROLINE ROAD

DRAINAG

E DITCH

OHL

OHL

OHL

OHL

FORMER FLOOR

DRAIN LOCATION

FORMER WASTE OIL

TANK FILL PIPE

FORMER LOCATION OF

FORMER DRYCLEANING

MACHINE

FORMER HEATING OIL

TANK LOCATION

FORMER WASTE OIL UST

LOCATION AND BOILER ROOM

FORMER

SUMP FOR

FLOOR DRAIN

MW602

(NM)MW607

(35.56)

MW604

(NM)

MW606

(35.80)

MW014

(35.63)

MW600

(NM)

MW017

(35.98)

MW022

(35.92)

MW019

(35.90)

MW025

(35.78)

MW027

(35.71)

MW029

(35.69)

.9

.70

35.70

.9 in

FDEP-DC028

Control No.

FDEPDC028-L007A

FIGURE

2021-05-20

BCL

RFM

RFM

JCB

POTENTIOMETRIC MAP OF THE INTERMEDIATE SURFICIAL

AQUIFER

(MAY 3, 2021)

TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

PREPARED

DESIGNED

REVIEWED

APPROVED

YYYY-MM-DD

IF

T

H

IS

M

EA

SU

R

EM

EN

T D

O

ES

N O

T M

AT

C

H W

H

AT

IS

S

H O

W N

, T H

E

SH

EE

T

SI

ZE

H

AS

B

EE

N M

O D

IF

IE

D F

R O

M : A

N

SI

B

Pa th

: C :\U se rs

\b lu ce ro

\A pp

D at a\ Lo ca l\T em p\

\A cP ub lis h_

0\

F ile

N am e:

F

D

EP

D C

8-

L0

A.

FEET

LEGEND

INTERMEDIATE MONITORING WELL LOCATION

CONCRETE SLAB

ASPHALT AREA

(37.59) GROUNDWATER ELEVATION

GROUNDWATER CONTOUR INTERVAL

(DASHED WHERE INFERRED)

ESTIMATED GROUNDWATER

FLOW DIRECTION

(NM) NOT MEASURED

AutoCAD SHX Text

BLDG.

MW017

RIG

HT O

F W

AY FO

R

DRAINAG

E & UTILITIES

FORT CAROLINE ROAD

DRAINAG

E DITCH

OHL

OHL

OHL

OHL

O

HL

FORMER FLOOR DRAIN

LOCATION

FORMER WASTE OIL

TANK FILL PIPE

FORMER LOCATION OF

FORMER DRYCLEANING

MACHINE

FORMER HEATING OIL

TANK LOCATION

FORMER WASTE OIL

UST LOCATION AND

BOILER ROOM

FORMER SUMP FOR

FLOOR DRAIN

MW603

(NM)

MW608

(35.94)

MW605

(NM)

MW013

(35.80)

MW023

(36.02)

MW020

(35.94)

MW018

(36.02)

MW005

(35.83)

.8

.8

.0

.0

.9

.9 in

FDEP-DC028

Control No.

FDEPDC028-L008A

FIGURE

2021-05-20

BCL

RFM

RFM

JCB

POTENTIOMETRIC MAP OF THE DEEP SURFICIAL AQUIFER

(MAY 3, 2021)

TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

PREPARED

DESIGNED

REVIEWED

APPROVED

YYYY-MM-DD

IF

T

H

IS

M

EA

SU

R

EM

EN

T D

O

ES

N O

T M

AT

C

H W

H

AT

IS

S

H O

W N

, T H

E

SH

EE

T

SI

ZE

H

AS

B

EE

N M

O D

IF

IE

D F

R O

M : A

N

SI

B

Pa th

\g ol de r.g ds

\c om pl ex da ta

\O ffi ce \J ac ks on vi lle \d ra fti ng \P ro je ct s\

FD

EP

\D C

N o

Fo rm er S ag es

D ry

C le an er s\

_P R

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C

TS

\D C

8L

-N O

V2

0_

SE

M I-A

N N

U

AL

_G W

_E

VE

N T\

_P

R O

D U

C

TI

O N

\D W

G

Fi le N am e:

F D

EP

D

C

8- L0

A.

0 10 20

FEET

LEGEND

DEEP MONITORING WELL LOCATION

CONCRETE SLAB

ASPHALT AREA

(37.70) GROUNDWATER ELEVATION

GROUNDWATER CONTOUR INTERVAL

(DASHED WHERE INFERRED)

ESTIMATED GROUNDWATER

FLOW DIRECTION

NOT MEASURED(NM)

AutoCAD SHX Text

BLDG.

MW608

RIG

HT O

F W

AY FO

R

DRAINAG

E & UTILITIES

FORT CAROLINE ROAD

DRAINAG

E DITCH

OHL

OHL

OHL

OHL

MW001

MW516

MW511

MW513MW514

MW002

MW003

MW004

MW612

MW015

MW016

MW021

FORMER FLOOR

DRAIN LOCATION

FORMER WASTE OIL

TANK FILL PIPE

FORMER LOCATION OF FORMER

DRYCLEANING MACHINE

FORMER HEATING

OIL TANK LOCATION

FORMER WASTE OIL UST

LOCATION AND BOILER

ROOM

FORMER SUMP

FOR FLOOR

DRAIN

MW012

LDA TREATMENT AREA

MW024

MW026

MW028

in

FDEP-DC028

Control No.

FDEPDC028-L0012

FIGURE

2021-05-20

BCL

RFM

RFM

JCB

GROUNDWATER CHARACTERIZATION IN THE SHALLOW ZONE

OF THE SURFICIAL AQUIFER

(MAY 2021)

TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

PREPARED

DESIGNED

REVIEWED

APPROVED

YYYY-MM-DD

IF

T

H

IS

M

EA

SU

R

EM

EN

T D

O

ES

N O

T M

AT

C

H W

H

AT

IS

S

H O

W N

, T H

E

SH

EE

T

SI

ZE

H

AS

B

EE

N M

O D

IF

IE

D F

R O

M : A

N

SI

B

Pa th

\g ol de r.g ds

\c om pl ex da ta

\O ffi ce \J ac ks on vi lle \d ra fti ng \P ro je ct s\

FD

EP

\D C

N o

Fo rm er S ag es

D ry

C le an er s\

_P R

O

JE

C

TS

\D C

8L

-N O

V2

0_

SE

M I-A

N N

U

AL

_G W

_E

VE

N T\

_P

R O

D U

C

TI

O N

\D W

G

Fi le N am e:

F D

EP

D

C

8- L0

2.

FEET

LEGEND

SHALLOW MONITORING WELL

LOCATION

CONCRETE SLAB

ASPHALT AREA

1. I- REPORTED VALUE IS BETWEEN THE LABORATORY METHOD

DETECTION LIMIT AND LABORATORY PRACTICAL

QUANTITATION LIMIT

2. U or < - INDICATES THAT THE COMPOUND WAS ANALYZED FOR

BUT NOT DETECTED

3. ALL RESULTS IN MICROGRAMS PER LITER (µg/L)

4. BOLD FONT AND YELLOW SHADED CELL INDICATES AN

EXCEEDANCE OF THE APPLICABLE GCTL.

5. BOLD FONT AND BLUE SHADED CELL INDICATES AN

EXCEEDANCE OF THE APPLICABLE NADC.

6. GCTL - GROUNDWATER CLEANUP TARGET LEVEL

7. NADC - NATURAL ATTENUATION DEFAULT CONCENTRATION

NOTE(S)

MW516

5-35' 5-35' 5-35'

4/12/10 5/10/17 12/10/18 <1 0.36 U 0.50 U <1 0.29 U 0.50 U <1 0.24 U 1.1 <1 0.20 U 0.50 U

MW511

26-31' 26-31' 26-31' 26-31' 26-31'

6/14/18 12/11/18 03/26/19 12/16/19 5/5/21

0.50 U 0.59 I 1.9 8.3 184

2.3 5.0 10 31.9 64.0

84.1 97.5 125 106 152

49.2 19.2 14.9 5.9 1.8MW004

23-33' 23-33' 23-33' 23-33' 23-33' 23-33' 03/26/19 06/28/19 09/26/19 12/17/19 11/3/20 5/3/21

6.5 4.9 2.8 4.3 4.1 3.4 3,330 1,870 1,120 814 893 719 3,450 1,560 1,190 395 918 1,370

9.0 8.1 2.5 1.4 3.2 56.1

MW612

5-15' 5-15' 5-15' 5-15'

8/7/14 8/4/15 5/10/17 12/10/18

0.26 U 0.50 U 0.36 U 0.50 U

0.30 U 0.50 U 2.2 0.50 U

0.33 U 0.50 U 0.24 U 0.50 U

0.33 U 0.50 U 0.20 U 0.50 U

MW015

25-35' 25-35' 25-35' 25-35' 25-35' 8/4/15 5/10/17 12/11/18 12/17/19 5/3/21

0.50 U 0.36 U 4.0 5.5 9.3

4.4 56 822 742 480

0.50 U 2.4 19.8 21.6 14.7

0.50 U 0.20 U 0.39 U 0.50 U 0.39 U

MW003

10-20' 10-20' 4/13/10 12/10/18

<1 0.50 U <1 0.50 U <1 0.50 U <1 0.50 U

MW513

26-31' 26-31' 26-31' 26-31' 26-31' 26-31'

03/27/19 06/28/19 09/26/19 12/16/19 11/4/20 5/5/21 926 822 515 352 235 143 318 224 224 171 72.5 67.7 251 284 252 170 49.0 33.1

4.9 6.1 5.6 16.8 5.4 1.8

GCTLs

MW015 Sample ID 25'-35' Sample Depth (feet-bgs) 8/3/15 Date Sampled

3 300 Tetrachloroethene (PCE) 3 300 Trichloroethene (TCE)

70 700 Cis-1,2-Dichloroethene (DCE) 1 100 Vinyl Chloride (VC)

ESTIMATED EXTENT OF PCE

EXCEEDING GCTL

ESTIMATED EXTENT OF TCE

EXCEEDING GCTL

ESTIMATED EXTENT OF DCE

EXCEEDING GCTL

ESTIMATED EXTENT OF VC

EXCEEDING GCTL

MW021

25-35' 25-35' 25-35' 25-35' 25-35' 25-35'

09/13/18 12/13/18 06/28/19 12/16/19 11/4/20 5/4/21

0.50 U 0.38 U 0.38 U 0.38 U 0.38 U 0.38 U

0.50 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U

2.5 0.27 U 2.8 0.81 I 0.27 U 0.27 U

0.50 U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U

MW016

25-35' 25-35' 25-35' 25-35' 25-35'

12/10/18 03/26/19 06/28/19 12/17/19 5/4/21

45.5 126 113 114 126

0.36 I 0.73 I 0.90 I 2.1 1.9

0.27 U 0.27 U 0.27 U 0.50 U 0.27 U

0.39 U 0.39 U 0.39 U 0.50 U 0.39 U

NADC

MW012

25-35'

12/12/18

0.38 U

0.36 U

0.27 U

0.39 U

LDA TREATMENT

AREA (NOV. 2017)

MW514

26-31' 26-31' 26-31' 26-31' 26-31' 26-31'

03/27/19 06/28/19 09/26/19 12/17/19 11/4/20 5/5/21

27.8 39.3 61.2 66.9 279 229 128 120 145 200 283 175 671 907 1,320 1,140 921 477

70.5 63.8 42.5 38.1 46.8 28.1

MW028

25-35' 25-35'

11/4/20 5/4/21

0.38 U 0.38 U

0.36 U 0.36 U

0.27 U 0.27 U

0.39 U 0.39 U

MW026

25-35' 25-35'

11/4/20 5/4/21

0.38 U 0.38 U

0.36 U 0.36 U

0.27 U 0.27 U

0.39 U 0.39 U

MW024

25-35' 25-35'

11/4/20 5/3/21

0.38 U 0.38 U

0.36 U 0.36 U

0.27 U 0.27 U

0.39 U 0.39 U

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

VC

AutoCAD SHX Text

DCE

AutoCAD SHX Text

TCE

AutoCAD SHX Text

PCE

MW612

RIG

HT O

F W

AY FO

R

DRAINAG

E & UTILITIES

FORT CAROLINE ROAD

DRAINAG

E DITCH

OHL

OHL

OHL

OHL

FORMER FLOOR

DRAIN LOCATION

FORMER WASTE OIL

TANK FILL PIPE

FORMER LOCATION OF FORMER

DRYCLEANING MACHINE

FORMER HEATING OIL TANK

LOCATION

FORMER WASTE OIL UST

LOCATION AND BOILER ROOM

FORMER SUMP FOR

FLOOR DRAIN

MW602

MW607

MW604

MW606

MW014

MW600

MW017

MW022

MW019

LDA TREATMENT AREA

MW025

MW027

MW029

in

FDEP-DC028

Control No.

FDEPDC028-L0013

FIGURE

2021-05-20

BCL

RFM

RFM

JCB

GROUNDWATER CHARACTERIZATION IN THE INTERMEDIATE

ZONE OF THE SURFICIAL AQUIFER

(MAY 2021)

TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

PREPARED

DESIGNED

REVIEWED

APPROVED

YYYY-MM-DD

IF

T

H

IS

M

EA

SU

R

EM

EN

T D

O

ES

N O

T M

AT

C

H W

H

AT

IS

S

H O

W N

, T H

E

SH

EE

T

SI

ZE

H

AS

B

EE

N M

O D

IF

IE

D F

R O

M : A

N

SI

B

Pa th

\g ol de r.g ds

\c om pl ex da ta

\O ffi ce \J ac ks on vi lle \d ra fti ng \P ro je ct s\

FD

EP

\D C

N o

Fo rm er S ag es

D ry

C le an er s\

_P R

O

JE

C

TS

\D C

8L

-N O

V2

0_

SE

M I-A

N N

U

AL

_G W

_E

VE

N T\

_P

R O

D U

C

TI

O N

\D W

G

Fi le N am e:

F D

EP

D

C

8- L0

3.

FEET

LEGEND

INTERMEDIATE MONITORING WELL

LOCATION

CONCRETE SLAB

ASPHALT AREA

NOTE(S)

ESTIMATED EXTENT OF PCE

EXCEEDING GCTL

ESTIMATED EXTENT OF TCE

EXCEEDING GCTL

ESTIMATED EXTENT OF DCE

EXCEEDING GCTL

ESTIMATED EXTENT OF VC

EXCEEDING GCTL

MW607

35-45' 35-45' 35-45' 35-45' 35-45' 35-45'

03/27/19 06/28/19 09/26/19 12/17/19 11/4/20 5/5/21

52.8 119 81.8 34.0 40.5 21.2 101 226 440 310 165 67.9 414 521 844 1,120 603 378 111 121 104 127 121 111

MW602

35-45' 35-45' 35-45' 4/12/10 5/10/17 12/10/18

<1 0.36 U 1.4 <1 0.29 U 0.50 U <1 0.24 U 0.50 U <1 0.20 U 0.50 U

MW604

35-45' 35-45' 4/13/10 12/10/18

<1 0.50 U <1 0.50 U <1 0.50 U <1 0.50 U

MW606

35-45' 35-45' 35-45' 35-45' 35-45' 35-45'

03/26/19 06/28/19 09/26/19 12/17/19 11/4/20 5/3/21 238 I 23.1 1.6 0.40 I 0.38 U 0.38 U 5,910 7,220 777 196 28.5 46.6 9,560 14,600 12,700 10,300 1,650 627 211 I 585 1,090 1,580 2,410 1,130

MW014

35-45' 35-45' 35-45' 35-45' 35-45'

5/10/17 12/11/18 03/26/19 12/17/19 5/3/21

0.36 U 6.5 6.2 10.7 6.5

210 420 319 269 42.6 15 17.7 20.6 22.0 6.7

1.9 0.39 U 0.46 I 1.3 1.5

MW022

35-45' 35-45' 35-45' 35-45' 35-45' 35-45'

09/13/18 12/12/18 06/28/19 12/16/19 11/4/20 5/4/21

0.50 U 0.38 U 0.38 U 0.38 U 0.38 U 0.38 U

0.50 U 0.36 U 0.69 I 0.36 U 0.36 U 0.36 U

2.7 0.27 U 6.2 0.27 U 0.27 U 0.27 U

0.50 U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U

MW017

35-45' 35-45' 35-45' 35-45'

6/14/18 12/10/18 12/16/19 5/4/21

2.2 0.38 U 0.50 U 0.38 U

0.50 U 0.39 I 0.50 U 0.36 U

0.50 U 0.27 U 0.50 U 0.27 U

0.50 U 0.39 U 0.50 U 0.39 U

MW019

35-45' 35-45' 35-45' 35-45' 35-45'

6/14/18 12/11/18 03/26/19 12/18/19 5/5/21

6.6 6.6 3.1 0.38 U 1.1

51.2 37.9 20.2 0.39 I 1.2

54.5 89.9 57.0 0.88 I 0.55 I

3.8 3.2 1.3 0.39 U 0.39 U

GCTLs

MW015 Sample ID 25'-35' Sample Depth (feet-bgs) 8/3/15 Date Sampled

3 300 Tetrachloroethene (PCE) 3 300 Trichloroethene (TCE)

70 700 Cis-1,2-Dichloroethene (DCE) 1 100 Vinyl Chloride (VC)

NADC

1. I- REPORTED VALUE IS BETWEEN THE LABORATORY METHOD

DETECTION LIMIT AND LABORATORY PRACTICAL

QUANTITATION LIMIT

2. U or < - INDICATES THAT THE COMPOUND WAS ANALYZED FOR

BUT NOT DETECTED

3. ALL RESULTS IN MICROGRAMS PER LITER (µg/L)

4. BOLD FONT AND YELLOW SHADED CELL INDICATES AN

EXCEEDANCE OF THE APPLICABLE GCTL.

5. BOLD FONT AND BLUE SHADED CELL INDICATES AN

EXCEEDANCE OF THE APPLICABLE NADC.

6. GCTL - GROUNDWATER CLEANUP TARGET LEVEL

7. NADC - NATURAL ATTENUATION DEFAULT CONCENTRATION

LDA TREATMENT

AREA (NOV. 2017)

MW027

33-43' 33-43'

11/4/20 5/4/21

0.38 U 0.38 U

0.36 U 0.36 U

0.27 U 0.27 U

0.39 U 0.39 U

MW029

33-43' 33-43'

11/4/20 5/4/21

0.38 U 0.38 U

0.36 U 0.36 U

0.27 U 0.27 U

0.39 U 0.39 U

MW025

33-43' 33-43'

11/4/20 5/3/21

0.36 U 0.36 U

0.38 U 0.38 U

0.27 U 0.27 U

0.39 U 0.39 U

AutoCAD SHX Text

PCE

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

VC

AutoCAD SHX Text

TCE

AutoCAD SHX Text

PCE

AutoCAD SHX Text

DCE

AutoCAD SHX Text

PCE

MW017

LDA TREATMENT AREA

6' CHAIN LINK FENCE

RIG

HT O

F W

AY FO

R

DRAINAG

E & UTILITIES

FORT CAROLINE ROAD

DRAINAG

E DITCH

OHL

OHL

OHL

OHL

O

HL

FORMER FLOOR

DRAIN LOCATION

FORMER WASTE

OIL TANK FILL PIPE

FORMER LOCATION OF

FORMER DRYCLEANING

MACHINE

FORMER HEATING OIL

TANK LOCATION

FORMER WASTE OIL

UST LOCATION AND

BOILER ROOM

FORMER SUMP FOR

FLOOR DRAIN

MW603MW608

MW605

MW013

MW023

MW020

MW018

MW005

in

FDEP-DC028

Control No.

FDEPDC028-L0014

FIGURE

2021-05-20

BCL

RFM

RFM

JCB

GROUNDWATER CHARACTERIZATION IN THE DEEP ZONE OF

THE SURFICIAL AQUIFER

(MAY 2021)

TITLE

PROJECT NO. REV.

PROJECTCLIENT

CONSULTANT

PREPARED

DESIGNED

REVIEWED

APPROVED

YYYY-MM-DD

IF

T

H

IS

M

EA

SU

R

EM

EN

T D

O

ES

N O

T M

AT

C

H W

H

AT

IS

S

H O

W N

, T H

E

SH

EE

T

SI

ZE

H

AS

B

EE

N M

O D

IF

IE

D F

R O

M : A

N

SI

B

Pa th

\g ol de r.g ds

\c om pl ex da ta

\O ffi ce \J ac ks on vi lle \d ra fti ng \P ro je ct s\

FD

EP

\D C

N o

Fo rm er S ag es

D ry

C le an er s\

_P R

O

JE

C

TS

\D C

8L

-N O

V2

0_

SE

M I-A

N N

U

AL

_G W

_E

VE

N T\

_P

R O

D U

C

TI

O N

\D W

G

Fi le N am e:

F D

EP

D

C

8- L0

4.

0 10 20

FEET

LEGEND

DEEP MONITORING WELL

LOCATION

CONCRETE SLAB

ASPHALT AREA

NOTE(S)

ESTIMATED EXTENT OF PCE

EXCEEDING GCTL

ESTIMATED EXTENT OF TCE

EXCEEDING GCTL

ESTIMATED EXTENT OF DCE

EXCEEDING GCTL

ESTIMATED EXTENT OF VC

EXCEEDING GCTL

MW603

55-65' 55-65' 55-65' 4/12/10 5/10/17 12/10/18

<1 0.36 U 0.50 U <1 0.29 U 0.50 U <1 0.24 U 0.50 U <1 0.20 U 0.50 U

MW605

55-65' 55-65' 4/13/10 12/10/18

<1 0.50 U <1 0.50 U <1 5.6 <1 0.50 U

MW608

55-65' 55-65' 55-65' 55-65' 55-65' 55-65'

03/27/19 06/28/19 09/26/19 12/17/19 11/4/20 5/5/21 739 5,630 286 50.0 U 13.6 8.6 653 1,200 90.0 U 50.0 U 41.3 49.7

7,050 10,100 6,130 2,690 3,470 2,420

34.6 117 68.9 105 40.8 30.3

MW005

60-65' 60-65' 60-65' 60-65' 60-65' 60-65'

03/26/19 06/28/19 09/26/19 12/17/19 11/3/20 5/3/21

0.38 U 716 611 627 12.1 190

0.52 I 485 521 409 7.0 172

166 958 1,030 856 333 1,370

15.2 10.5 9.3 11.2 9.6 7.1

MW013

55-65' 55-65' 55-65' 55-65' 55-65' 8/4/15 5/10/17 12/11/18 12/17/19 5/3/21

0.50 U 0.36 U 0.38 U 0.38 U 0.38 U

0.50 U 0.29 U 0.36 U 0.36 U 0.36 U

0.50 U 0.24 U 0.27 U 0.27 U 0.27 U

0.50 U 0.20 U 0.39 U 0.39 U 0.39 U

MW023

55-65' 55-65' 55-65' 55-65' 55-65' 55-65'

09/13/18 12/12/18 06/28/19 12/16/19 11/4/20 5/421

0.50 U 0.38 U 0.38 U 0.38 U 0.38 U 0.38 U

0.50 U 0.36 U 0.36 U 0.36 U 0.36 U 0.36 U

10.3 7.9 3.7 2.8 4.7 2.8

0.50 U 0.39 U 0.39 U 0.39 U 0.91 0.39 U

MW018

55-65' 55-65' 55-65' 55-65'

6/14/18 12/10/18 12/17/19 5/4/21

0.50 U 0.38 U 0.38 U 0.36 U

0.50 U 0.36 U 0.36 U 0.38 U

0.50 U 0.27 U 0.27 U 0.27 U

0.50 U 0.39 U 0.39 U 0.39 U

MW020

55-65' 55-65' 55-65' 55-65'

6/14/18 12/11/18 12/18/19 5/5/21

0.50 U 0.38 U 0.38 U 0.38 U

0.50 U 0.36 U 0.36 U 0.36 U

0.61 I 0.30 I 0.27 U 0.27 U

0.50 U 0.39 U 0.39 U 0.39 U

GCTLs

MW015 Sample ID 25'-35' Sample Depth (feet-bgs) 8/3/15 Date Sampled

3 300 Tetrachloroethene (PCE) 3 300 Trichloroethene (TCE)

70 700 Cis-1,2-Dichloroethene (DCE) 1 100 Vinyl Chloride (VC)

NADC

1. I- REPORTED VALUE IS BETWEEN THE LABORATORY METHOD

DETECTION LIMIT AND LABORATORY PRACTICAL

QUANTITATION LIMIT

2. U or < - INDICATES THAT THE COMPOUND WAS ANALYZED FOR

BUT NOT DETECTED

3. ALL RESULTS IN MICROGRAMS PER LITER (µg/L)

4. BOLD FONT AND YELLOW SHADED CELL INDICATES AN

EXCEEDANCE OF THE APPLICABLE GCTL.

5. BOLD FONT AND BLUE SHADED CELL INDICATES AN

EXCEEDANCE OF THE APPLICABLE NADC.

6. GCTL - GROUNDWATER CLEANUP TARGET LEVEL

7. NADC - NATURAL ATTENUATION DEFAULT CONCENTRATION

LDA TREATMENT

AREA (NOV. 2017)

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

VC

AutoCAD SHX Text

DCE

AutoCAD SHX Text

PCE

AutoCAD SHX Text

TCE

MW608

From: Fred Portofe To: Mongillo, Ralph Cc: Madison Rogers; Roger Pragle; Crews, Matt Subject: RE: Investigative Derived Waste Drum Costs for Transportation and Disposal at a Regulated Facility Date: Wednesday, March 9, 2022 9:33:38 AM Attachments: F0152F28A2B5418EBC7A4FD870EC8D28.png

AD282F6C3391468088CDA42829B8E703.png A719914B10184314957B0CA910CA8D14.png F1DF3C4322764E8A9076F1ADFF76864A.png 3409DF389C3B4156BA232DDC85C60E09.png

EXTERNAL EMAIL

EXTERNAL EMAIL - We could not verify the authenticity of this message. Please be cautious when clicking on links or opening attachments.

Ralph

We are not going to provide annual Pricing for the Statewide Contract . After reviewing the scope with my partners and the variability with respect to disposal costing and ever changing fuel costs, we feel we can not bid this work given the current uncertainty in the market. We would be please to bid this work on a casa by case basis.

Fred G. Portofe, PG President of Environmental Services (Professional Geologist in FL, GA, AL, MS, TX, SC, NC, TN, IN, LA, WI and AK) M & D Industrial Services, LLC 5896 Azalea Street Port Orange, Florida 32127 Email: Fportofe@mdindustrialservices.com Website: mdindustrialservices.com Cell: 813-951-1012 Emergencies: 888-307-2790

Sent from Mail for Windows

From: Mongillo, Ralph Sent: Tuesday, March 8, 2022 12:46 PM To: Fred Portofe Cc: Madison Rogers; Roger Pragle; Eddy Mendoza; Crews, Matt mailto:fportofe@mdindustrialservices.com mailto:ralph.mongillo@wsp.com mailto:mrogers@mdindustrialservices.com mailto:rpragle@mdindustrialservices.com mailto:matt.crews@wsp.com mailto:Fportofe@mdindustrialservices.com https://nam10.safelinks.protection.outlook.com/?url=http%3A%2F%2Fmdindustrialservices.com%2F&data=04%7C01%7Cmculbreth%40ectinc.com%7Cbfdc4a6d2ce945e1eaf008d9dcf8eabf%7C911eb1cc54d34d8ca5773bf3ccc8105c%7C0%7C0%7C637783784008834159%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C2000&sdata=ntkZP1OGe7McYRA722JXtcGwkbgN9EEhQtSgBSKqC3E%3D&reserved=0 https://go.microsoft.com/fwlink/?LinkId=550986 mailto:Ralph_Mongillo@golder.com mailto:fportofe@mdindustrialservices.com mailto:mrogers@mdindustrialservices.com mailto:rpragle@mdindustrialservices.com mailto:emendoza@mdindustrialservices.com mailto:Matt_Crews@golder.com