CN-370000-HW689-DC027A.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.

HW689

DC027A January 16, 2026

APTIM will complete initial site assessment activities at the J&R Cleaners site, including MAGS sampling, soil sampling, DPT groundwater sampling, monitoring well installations, and monitoring well sampling.

Nicole Knutson 850-245-8763 APTIM Environmental & Infrastructure, LLC

Eric Kramer 407 287 3216

ERIC_5011

2331 South Goldenrod Road, Orlando, Orange County

J&R Cleaners, Inc. (Former)

$ 93,569.34

$ 93,569.34

Scope of Work

APTIM Environmental & Infrastructure, LLC

Kramer, Eric K Digitally signed by Kramer, Eric K Date: 2025.03.14 16:23:24 -04'00'

Jennifer Farrell

Digitally signed by Jennifer Farrell Date: 2025.03.14 14:36:57 -04'00'

N/A

Task Assignment Notification/Change Order Deliverables and Invoice Schedule Attachment

WC TAFORM

Contract Number:

Task Assignment #:

Deliverables:

Deli erable Deli erable D e Date

Invoice Schedule:

Re irements or In oice S bmittal Amo nt to be In oiced

TOTAL COST

FLORIDA DEPARTMENT OF

Environmental Protection

Bob Martinez Center 2600 Blair Stone Road

Tallahassee, FL 32399-2400

Ron DeSantis Governor

Jeanette Nuñez Lt. Governor

Alexis A. Lambert Secretary

Memorandum

TO: ERIC_5011

J&R Cleaners, Inc. (Former)

FROM: Nicole Knutson, Project Manager

SUBJECT: Negotiation Summary

HW689 DC027A

DATE: March , 2025

APTIM will complete initial site assessment activities at the J&R Cleaners site, including MAGS sampling, soil sampling, DPT groundwater sampling, monitoring well installations, and monitoring well sampling.

Groundwater Protection will complete DPT groundwater sampling and monitoring well installations. Erwin Remediation has been selected for IDW services, Site Lines will complete the GPR Survey, and SurvTech Solutions will complete the professional survey.

Total task amount is $93,5 . APTIM’s time, labor, and subcontractor costs for these activities have been reviewed and are appropriate. The level-of-effort and cost estimate are reasonable for the scope of services. Final deliverable due date is November 14, 2025. Task completion date is December 31, 2025.

LEVEL OF EFFORT / EXPENSE WORKSHEET

SITE : J&R Cleaners Inc.

SUBTASK:

DATE: March 11, 2025

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

TITLE STAFF WORK DESCRIPTION HOURS

Engineer/Scientist 5 E. Kramer 2

Engineer/Scientist 5 G. Roberts

Engineer/Scientist 4 S. Flynn

Engineer/Scientist 2 K. Howard

Engineer/Scientist 2 K. McDonald

Engineer/Scientist 1 B. Blount

Engineer Scientist 1 R. Lindsay

Designer 2 S. Ferianc

Technical Publications Specialis H. Vining

Technical Publications Specialis L. Houser 3

TOTAL LABOR 150

VEHICLE TYPE RATE UNIT USEAGE TOTALS

Automobile $80.00 Day 0 $0.00

Van or Truck $120.00 Day 4 $480.00

Van or Truck $480.00 Week 0 $0.00

TOTAL VEHICLE $480.00

PER DIEM STAFF DESCRIPTION RATE UNIT USEAGE TOTALS

Hotel 0 $150.00 Day 0 $0.00

Day 1-leave before 6:00 AM 0 $36.00 Day 0 $0.00

Day 1-Leave between 6 - Noon 0 $30.00 Day 0 $0.00

Day 1-leave before 6:00 PM 0 $19.00 Day 0 $0.00

Day 0 $36.00 Day 0 $0.00

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST UNIT USEAGE TOTALS

Survtech Solutions Survey and Benchmark Placement $5,325.00 LS 1 $5,325.00

Site Lines Utility Locate Services $900.00 LS 1 $900.00

Hole Products MAGS Well Supplies (Casing, Screen, Sand) $446.43 LS 1 $446.43

TOTAL $6,671.43

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC TOTALS

EPA Method TO-15 (VOC Soil Vapor) $200.00 6 0 $1,200.00

EPA Method 8260 (Full List) Soil $110.00 40 0 $4,400.00

EPA Method 1312 SPLP Extraction (Zero Headspace Method) Soil $55.00 0 0 Contingency $0.00

EPA Method 8260 (VOHs) Leachate $73.00 0 0 Contingency $0.00

EPA Method 8260 (Full List) Well $110.00 0 0 $0.00

Sample Shipping (Small cooler) $110.00 0 $0.00

Sample Shipping (large cooler) $150.00 0 $0.00

TOTAL LAB $5,600.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Expendables $40.00 Day 4 $160.00

Soil Sampling Kit (concrete) $235.00 Day 3 $705.00

MAGS Investigation Kit $500.00 Day 1 $500.00

Tedlar Bags $20.00 bag 3 (3 Included w/Kit) $60.00

Shallow GW Sampling Kit $290.00 Day 0 $0.00

Encore Sampler $16.00 each 40 $640.00

55 Gallon Drums $100.00 each 1 $100.00

TOTAL EQUIPMENT $2,165.00

Note: Air Analysis by TO-15, Soil Samples by VOCs by EPA Method 8260 (Full List)

Onsite Meeting with Property Owner/Property Manager/tenant and perform Utility White-lines for Markouts including travel (8 hrs), Oversight of GPR Utility Subcontract Survey including travel (6 hrs), MAGS Testing and Soil Sampling Mobilization and Field Event Preparation (2 hrs), Round Trip Travel for two days to site for MAGS Soil Sampling and MAGS well Installations (4 hrs), Perform Onsite H&S and Scoping meetings (1 hr), Advancement of 6 MAGS Soil Borings for the collection of 24 soil samples at depths of 6", 2', 4', and 6' (8 hrs), Assistance with Installation and Construction of 6 MAGS Testing Wells (5 hrs), Assistance with Installation of 2 Vapor Monitoring Point Locations, including coring (2 hrs), Preparation of Soil Boring Logs and MAGS Well Constuction Logs (3 hrs). Remaining Soil Sampling Field Event Preparation and Mobilization (2 hrs), Round Trip Travel to site (2 hrs), Collect Remaining Soil Samples at 4 locations including, Coring, Collection of 16 Soil Samples (6 hrs).

MAGS Testing and Soil Sampling Mobilization and Field Event Preparation (2 hrs), Round Trip Travel for two days to site for MAGS Soil Sampling and MAGS well Installations (4 hrs), Attend Onsite H&S and Scoping meeting (1 hr), Assist with collection of 6 MAGS Soil Borings for the collection of 24 soil samples at depths of 6", 2', 4', and 6' (8 hrs), Assistance with Installation and Construction of 6 MAGS Testing Wells (5 hrs), Assistance with Installation of 2 Vapor Monitoring Point Locations (2 hrs), Daily MAGS Soil Sample Deliveries to Laboratory (2 hrs). Collect Remaining Soil Samples at 4 locations including Travel, Coring, Collection of Soil Samples (6 hrs), Site Restoration (2 hrs), Remaining Soil Sampling Field Event Preparation and Mobilization (2 hrs), Round Trip Travel to site (2 hrs), Drum Handling and Demobilization (3 hrs), Delivery of Soil Samples to Laboratory (1 hr).

MAGS Testing and Soil Sampling Mobilization and Field Event Preparation (2 hrs), Travel Round Trip for MAGS Well Installations (2 hrs), Perform Onsite H&S and Scoping meetings (1 hr), Installation and Construction of 6 MAGS Testing Wells, including coring (12 hrs), Installation of 2 Vapor Monitoring Point Locations, including coring (2 hrs), Perform MAGS Tests at 6 locations and collection of 6 Vapor Samples (8 hrs), Surface and Site Restoration (2 hrs).

Preparation of Site Specific Health and Safety Plan (3 hrs)

MAGS Testing Mobilization and Equipment Preparation (2 hrs), Round Trip Travel for MAGS Testing (2 hrs), Perform MAGS Tests at 6 locations and collection of 6 Vapor Samples (8 hrs), Surface and Site Restoration, Equipment Demobilization (3 hrs).

MAGS Analytical Data and Graph Reviews for Reporting to FDEP (2 hrs)

Research and Prepare Site Access Agreements for Adjacent Properties (3 properties) near south of Shopping Center (3 hrs), Site Work Notifications (1 hr), Submit Sunshine One Markout Requests (2 hrs), Summarize MAGS and MAGS Soil Data for Preliminary Reporting to FDEP (3 hrs). Compilation of Field Soil Analytical Data, Preparation of Soil Summary Maps for FDEP (3 hrs), 2-SiteMeeting, MAGS/Soil

2-Meeting, MAGS & Soil Page 3 of 7 HW689 DC0TBD est (JR Cleaners)_Revision 2

SUBTASK:

DATE: March 11, 2025

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

TITLE STAFF WORK DESCRIPTION HOURS

Engineer/Scientist 5 E. Kramer 2

Engineer/Scientist 5 G. Roberts

Engineer/Scientist 4 S. Flynn

Engineer/Scientist 2 K. Howard

Engineer/Scientist 2 K. McDonald

Engineer/Scientist 1 B. Blount

Engineer Scientist 1 R. Lindsay Designer 2 S. Ferianc Technical Publications Specialis H. Vining Technical Publications Specialis L. Houser

TOTAL LABOR 133

VEHICLE TYPE RATE UNIT USEAGE

Automobile $80.00 Day 0 $0.00

Van or Truck $120.00 Day 1 $120.00

Van or Truck $480.00 Week 1 $480.00

TOTAL VEHICLE $600.00

PER DIEM STAFF RATE UNIT USEAGE

Hotel 0 $150.00 Day 0 $0.00

Day 1-leave before 6:00 AM 0 $36.00 Day 0 $0.00

Day 1-Leave between 6 - Noon 0 $30.00 Day 0 $0.00

Day 1-leave before 6:00 PM 0 $19.00 Day 0 $0.00

Day 0 $36.00 Day 0 $0.00

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST UNIT USEAGE TOTALS

GW Protection DPT Drilling $8,110.00 Lump 1 $8,110.00

TOTAL $8,110.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

EPA Method 8260 (Full List) DPT Groundwater $110.00 24 0 $2,640.00

EPA Method 8260 (Full List) Wells/Piezometers $110.00 5 0 $550.00

EPA Method 8260 (Full List) IDW $110.00 0 0 $0.00

EPA Method 6010 (As, Cd, Cr and Pb) IDW $52.00 0 0 $0.00

EPA Method 1311 TCLP Extraction (Zero Headspace Method/VOCs)-Solid $55.00 0 0 $0.00

EPA Method 1311 TCLP Extraction (Bottle Extraction for Metals)-Solid $45.00 0 0 $0.00

Sample Shipping (Small cooler) $110.00 0 $0.00

Sample Shipping (large cooler) $150.00 0 $0.00

TOTAL LAB $3,190.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Expendables $40.00 Day 4 $160.00

Monitor Well Installation Kit $325.00 Day 1 $325.00

Total Survey Station $50.00 Day 1 $50.00

Shallow GW Sampling Kit $290.00 Day 3 $870.00

55 Gallon Drums $100.00 each 0 $0.00

TOTAL EQUIPMENT $1,405.00

Groundwater Sampling and Survey of Piezometers (3 total) and onsite Existing deep wells (2 total) with Travel (10 hrs), delivery of samples to laboratory (1 hr). Assist with DPT Drilling Field Event DPT Groundwater Sampling at 8 locations (40 hrs), Daily delivery of DPT Groundwater Samples to Laboratory (2 hrs), Groundwater Samples by VOCs by EPA Method 8260 (Full List)

DPT Drilling Field Event Preparation and Mobilization (2 hrs), Travel to Site over 3 days (6 hrs), Installation of two DPT Macrocore to 60 ft bls, installation of 3 Piezometers, DPT Groundwater Sampling at 8 locations (40 hrs), Assist with Survey Piezometers (1 hr), Daily DPT Groundwater Sample Chain of Custody preparation, Sample Packaging (3 hrs), Preparation of Soil Boring and Well Construction Logs (4 hrs), Preparation of Summary Tables and Figures of Groundwater Sampling Results for Preliminary Reporting to FDEP (6 hrs).

3-DPT and Groundwater Field Activities

Finalize Proposed DPT Locations (1 hr), Finalize Proposed Piezometer Locations (1 hr).

Contacting Property Owner, Property Manager, Tenant and/or Offsite Property Owner of Proposed Sampling Schedule and Confirming Access (2 hrs), Preparation and Review of Cross Section from DPT Core for Recommendations of Proposed GW Sampling Depths with FDEP (3 hrs), Calculation of Well and Watertable Elevations for Flow Direction (2 hrs.), Preparation of Groundwater Flow Map for FDEP (3 hrs), Prepare Map of Final Proposed DPT Locations (1 hr).

3-DPT & GW Sampling Page 4 of 7 HW689 DC0TBD est (JR Cleaners)_Revision 2

SUBTASK:

DATE: March 11, 2025

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

TITLE STAFF WORK DESCRIPTION HOURS

Engineer/Scientist 5 E. Kramer 2

Engineer/Scientist 5 G. Roberts

Engineer/Scientist 4 S. Flynn

Engineer/Scientist 2 K. Howard

Engineer/Scientist 2 K. McDonald

Engineer/Scientist 1 B. Blount

Engineer Scientist 1 R. Lindsay Designer 2 S. Ferianc Technical Publications Specialis H. Vining Technical Publications Specialis L. Houser

TOTAL LABOR 52

VEHICLE TYPE RATE UNIT USEAGE

Automobile $80.00 Day 0 $0.00

Van or Truck $120.00 Day 0 $0.00

Van or Truck $480.00 Week 1 $480.00

TOTAL VEHICLE $480.00

PER DIEM STAFF RATE UNIT USEAGE

Hotel 0 $150.00 Day 0 $0.00

Day 1-leave before 6:00 AM 0 $36.00 Day 0 $0.00

Day 1-Leave between 6 - Noon 0 $30.00 Day 0 $0.00

Day 1-leave before 6:00 PM 0 $19.00 Day 0 $0.00

Day 0 $36.00 Day 0 $0.00

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST UNIT USEAGE TOTALS

GW Protection Well Installations $4,766.00 LS 1 $4,766.00

Erwin Remediation IDW T&D Soil IDW Drums $110.00 LS 3 $330.00

Erwin Remediation IDW T&D Liquid IDW Drums $125.00 LS 4 $500.00

TOTAL $5,596.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

EPA Method 8260 (Full List) Wells $110.00 9 0 $990.00

EPA Method 8260 (Full List) IDW $110.00 2 0 $220.00

EPA Method 6010 (As, Cd, Cr and Pb) IDW $52.00 2 0 $104.00

EPA 1311 TCLP Extraction (Zero Headspace Method/VOCs)-Soil IDW $55.00 1 0 $55.00

EPA 1311 TCLP Extraction (Bottle Extraction/Metals)-Soil IDW $45.00 1 0 $45.00

Sample Shipping (Small cooler) $110.00 0 $0.00

Sample Shipping (large cooler) $150.00 0 $0.00

TOTAL LAB $1,414.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Expendables $40.00 Day 4 $160.00

Soil Sampling Kit (concrete) $235.00 Day 0 $0.00

Monitor Well Installation Kit $325.00 Day 1 $325.00

Total Survey Station $50.00 Day 1 $50.00

Shallow GW Sampling Kit $290.00 Day 2 $580.00

Encore Sampler $16.00 each 0 $0.00

55 Gallon Drums $100.00 each 1 $100.00

TOTAL EQUIPMENT $1,215.00

Groundwater Samples by VOCs by EPA Method 8260 (Full List)

4-Final Well Installations

Prepare Recommendations for Final Well Locations (2 hrs)

Property Owner, Property Manager, Tenant Site Work Notifications (2 hrs), Prepare Proposed Well Location Maps and Recommendations (3 hrs), Characterization and Waste Profile for Transportation and Disposal of IDW Drums (2 hours).

Whiteline Final Well Locations for Markouts including travel (5 hrs), Round Trip Travel to the Site (2 hrs), Installation of final well network of 3 shallow/1 deep (12 hrs). Collection of Final Groundwater Samples from 9 wells with travel and Survey Wells (10 hrs), Deliver final samples to laboratory (2 hrs), Preparation of Well Construction Logs (2 hrs).

Assist with Collection of Final Groundwater Samples from 9 wells, with Travel, Assist with Survey Wells, Site Restoration and Collection VOC IDW Samples, Drum Handling (7 hrs), Chain of Custody Completion and Packaging for FDEP Lab samples (1 hr) and Delivery of FDEP PFAS Samples to Shipper (2 hrs).

4-Final Well Installations Page 5 of 7 HW689 DC0TBD est (JR Cleaners)_Revision 2

SITE :

SUBTASK:

DATE:

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Engineer/Scientist 5 E. Kramer

Engineer/Scientist 5 G. Roberts

Engineer/Scientist 4 S. Flynn

Engineer/Scientist 2 K. Howard

Engineer/Scientist 2 K. McDonald

Engineer/Scientist 1 B. Blount Engineer Scientist 1 R. Lindsay

Designer 2 S. Ferianc

Technical Publications Specia H. Vining

Technical Publications Specia L. Houser

TOTAL LABOR 90

VEHICLE TYPE RATE UNIT USEAGE TOTALS

Automobile $80.00 Day 0 $0.00 Van or Truck $120.00 Day 0 $0.00

TOTAL VEHICLE $0.00

PER DIEM STAFF RATE UNIT USEAGE TOTALS

Hotel 0 $110.00 Day 0 $0.00 Day 1-leave before 6:00 AM 0 $36.00 Day 0 $0.00 Day 1-Leave between 6 - Noo 0 $30.00 Day 0 $0.00 Day 1-leave before 6:00 PM 0 $19.00 Day 0 $0.00 Day 0 $36.00 Day 0 $0.00

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST UNIT USEAGE TOTALS

$0.00

TOTAL $0.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC TOTALS

EPA Method 8270 (PAHs) Soil $110.00 0 0 $0.00 EPA Method 8290 (Dioxins&Furans) Soil $950.00 0 0 $0.00 EPA Method 6010 (Total Arsenic) Soil $13.00 0 0 $0.00 Sample Shipping (Small cooler) $110.00 0 $0.00

Sample Shipping (large cooler) $150.00 0 $0.00

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Expendables $40.00 Day 0 $0.00

Global Positioning System (Handheld G $175.00 Day 0 $0.00 55-gallon Drum $100.00 each 0 $0.00

TOTAL EQUIPMENT $0.00

Compilation of Logs and Prepartion of SAR Cross Sections, Preparation of Physiography, Regional Geology and Regional Hydrogeology Sections, Preparation of Conceptual Model based on Findings, Preparation of Laboratory QA/QC Summary and Data Recommendations, Preparation of Site Assessment Conclusions, Recommendations for Assessment (24 hrs).

J&R Cleaners Inc.

Preparation of MAGS Assessment Findings text (4 hrs), Revise and Provide Edits to Site Assessment Report (5 hrs), Preparation of Deliverable Email and Submittal of Report (1 hr)

Preparation of SAR text including, Operational History, Previous Investigations, Site Specific Soil and Groundwater Site Characterization, Preparation of Tables, Preparation of Draft Soil and Analytical Summary Figures, Preparation of Assessment Findings (lithologic borings, soil borings, DPT Sampling, Piezometer and Monitoring Well Installations, Groundwater Sampling) (40 hrs).

5-Reporting 3/11/2025

Vapor Data Tabulation (3 hrs), Step Test and Radius of Influence calculations and graphs (3 hrs)

Report Drafting, including Site Location Map, Local Land Use Map, Site Layout Map, Utility Location Map, MAGS Location Map. Soil Boring Location Map, DPT Push Groundwater Sample Location Map, Piezometer and Monitoring Well Location Map, Lithologic Cross Section, MAGS Analtyical Summary Map, Soil Analytical Summary Map for several depth intervals, Groundwater Elevation Contour Maps, DPT Analytical Summary Map (3 depths), Monitoring Well and Piezometer Groundwater Analytical Map.

Report Document Production, Formating Tables and Text, Compilation into Adobe Format for Submittal

SUBTASK:

DATE: March 11, 2025

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

TITLE STAFF WORK DESCRIPTION HOURS

Engineer/Scientist 5 E. Kramer

Engineer/Scientist 5 G. Roberts

Engineer/Scientist 4 S. Flynn Engineer/Scientist 2 K. Howard Engineer/Scientist 2 K. McDonald

Engineer/Scientist 1 B. Blount

Engineer Scientist 1 R. Lindsay Designer 2 S. Ferianc Technical Publications Specialis H. Vining Technical Publications Specialis L. Houser

TOTAL LABOR 11

VEHICLE TYPE RATE UNIT USEAGE

Automobile $80.00 Day 0 $0.00

Van or Truck $120.00 Day 0 $0.00

Van or Truck $480.00 Week 0 $0.00

TOTAL VEHICLE $0.00

PER DIEM STAFF RATE UNIT USEAGE

Hotel 0 $150.00 Day 0 $0.00

Day 1-leave before 6:00 AM 0 $36.00 Day 0 $0.00

Day 1-Leave between 6 - Noon 0 $30.00 Day 0 $0.00

Day 1-leave before 6:00 PM 0 $19.00 Day 0 $0.00

Day 0 $36.00 Day 0 $0.00

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST UNIT USEAGE TOTALS

GW Protection Well Installations $4,766.00 LS 0 $0.00

Erwin Remediation IDW T&D Soil IDW Drums $110.00 LS 0 $0.00

Erwin Remediation IDW T&D Liquid IDW Drums $125.00 LS 0 $0.00

TOTAL $0.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

EPA Method 8260 (Full List) Wells $110.00 0 0 $0.00

EPA Method 8260 (Full List) IDW $110.00 0 0 $0.00

State Laboratory DEP SOP: LC-001-3 (PFAS) GWTallahassee $0.00 4 1 Fld Regent Blk $0.00

State Laboratory DEP SOP: LC-001-3 (PFAS) IDWTallahassee $0.00 1 0 $0.00

Sample Shipping (Small cooler) $110.00 0 $0.00

Sample Shipping (large cooler) $150.00 0 $0.00

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Expendables $40.00 Day 0 $0.00

Soil Sampling Kit (concrete) $235.00 Day 0 $0.00

Monitor Well Installation Kit $325.00 Day 0 $0.00

Total Survey Station $50.00 Day 0 $0.00

Shallow GW Sampling Kit $290.00 Day 0 $0.00

Encore Sampler $16.00 each 0 $0.00

55 Gallon Drums $100.00 each 0 $0.00

TOTAL EQUIPMENT $0.00

PFAS Samples by FDEP Laboratory Method DEP SOP: LC-001-3, Wells not Selected to Date, Includes IDW and Field Regent Blank Samples

Develop PFAS Well Recommendations for Sampling and Order Kit from FDEP Laboratory (2 hrs), Develop PFAS Table and Map, Compile Field Notes, Sample Logs and Analytical for Reporting (3 hrs), Preparation of Findings email with Recommendations (1 hr)

Additional Purging and Collection of PFAS Groundwater Samples (4-5 wells), Collection and document PFAS Field Regent Blank and Collection of PFAS Drum purge Water IDW Sample (3 hrs), Chain of Custody Completion and Packaging for FDEP Lab samples (1 hr) and Delivery of FDEP PFAS Samples to Shipper (1 hr).

6-Additional PFAS Sampling & Reporting

6-Additional PFAS Sampling Page 7 of 7 HW689 DC0TBD est (JR Cleaners)_Revision 2

Proposed Scope of Work J&R Cleaners Inc. (Former) 2331 South Goldenrod Road Property Address: 7342 Curry Ford Road Orlando, Orange County, FL 32822 Site Assessment and Reporting Task Assignment DC-TBD ERIC_5011 (Former Facility No. 489501849) Aptim Environmental & Infrastructure, LLC February 11, 2025

The following is the proposed scope of work for the former J&R Cleaners site located in Orlando, Orange County, Florida. The site is currently an active drycleaning facility, operating under the name Curry Ford East Dry Cleaners. The proposed scope of work under this Task Assignment includes the onsite assessment of soil and groundwater, as well as the preparation of a Site Assessment Report (SAR) summarizing the findings of the investigation. Maps showing the proposed soil and groundwater sampling locations are attached.

Subtask 1-Project Management Project management hours are calculated based on the labor hours anticipated in the scope of work.

Subtask 2-Meeting & MAGS/Soil Sampling Preliminary Site Activities A preliminary meeting will be held at the former drycleaning location, primarily to meet onsite and discuss the proposed scope of work to be performed with the current property owner and owner/operator of the Curry Ford East Dry Cleaners. In addition, prior to the site visit, access requests will be submitted to the adjacent property to the southeast, which is the location of the 1996 monitoring well groundwater sample that provided entry into the DSCP. The property parcel 02-23-30-3024-00-421 is physically located at 7450 Curry Ford Road and owned by SLR and K Holdings, LLC. Access Agreements to the remaining two properties adjacent to the southern boundary of the Curry Ford East Shopping Center will also be prepared and submitted to the owners of record.

Since known underground utilities exist surrounding the former drycleaner, a geophysical survey including ground-penetrating radar and electromagnetic induction will be performed to mark and document the onsite utilities.

The preliminary site assessment activities will also include the oversight of a professional site survey and placement of benchmarks referenced to NAVD88 near the southeast corner of the current building and west of the former drycleaner location.

Modified Active Gas Sampling and Soil Sampling The initial assessment of soils beneath the site will include performing modified active gas sampling (MAGS) to locate potential source areas at the site. The test should assist in identifying the locations of any suspected soil and groundwater areas that deserve additional investigation. APTIM proposes six (6) MAGS locations inside and surrounding the space occupied by the drycleaner, as shown on Figure 5.

The MAGS extraction points will be installed with a 4-inch concrete core machine and a 3-inch auger to place a 5-foot screened interval from 1 to 6 ft bls. If the groundwater is encountered at a depth deeper or shallower than the anticipated interval, the MAGS screened interval may be adjusted to place the base of the screen to within 12-inches of the depth to groundwater. The locations will be screened continuously with a photo-ionization detector (PID) in accordance with the MAGS procedures, and an active gas sample will be collected at the end of the test for analysis by a fixed laboratory for analysis by Modified EPA Method TO-15.

Prior to the installation of the six (6) MAGS wells, soil samples will be collected at each location from depths of 6-inches, 2-foot, 4-foot, and 6-foot for fixed laboratory analysis. The location of the proposed MAGS soil samples is shown on Figure 5. The laboratory samples will be analyzed by Environmental Protection Agency (EPA) Method 8260 analysis for the presence of VOCs (full list) by a fixed based laboratory. Additional material will be collected from each sample location (Encores) for possible SPLP extraction (EPA Method 1312) and analysis of the leachate for volatile organic halocarbons (VOHs) by EPA Method 8260.

During the initial MAGS test, a soil vacuum extraction (SVE) step test will be performed at one location to obtain data which can be used for SVE design, if needed. In addition, the test will determine the relationship of groundwater entrainment and vacuum extraction, if within the capacity of the test equipment. During the step test and MAGS testing, two (2) vapor monitoring points (VMPs) will be hand installed at select locations (Figure 5) to allow for collection of vacuum measurements at a distance of 5 ft and 7.5 ft from the vacuum extraction well being tested. The VMPs will be 1-inch diameter, with a total depth, screen interval and sand pack intervals similar to the larger diameter extraction wells.

The MAGS wells will be left in place for possible future use in the event active remediation is required, such as SVE at the site. The wells will be capped, covered with fine sand, and grouted to seal the surface. The grout seal can easily be removed for future access to the well screens. The VMPs will be removed upon completion of the vacuum extraction test.

Soil Sampling After completion of the MAGS testing, the remaining four (4) hand-augered borings will be advanced to an average depth of 6 ft bls to the water table or to the zone of collapse, whichever is first. A lithologic log will be prepared from the notes at each bore. The remaining soil samples will be collected from depths of 6-inches, 2-foot, 4-foot, and 6-foot for fixed laboratory analysis and identification of potential source areas. The location of the 10 total proposed soil boring locations are shown on Figure 6. The laboratory samples will be analyzed by Environmental Protection Agency (EPA) Method 8260 analysis for the presence of VOCs (full list) by a fixed based laboratory. Additional material will be collected from each sample location (Encores) for possible SPLP extraction (EPA Method 1312) and analysis of the leachate for volatile organic halocarbons (VOHs) by EPA Method 8260.

Subtask 3-DPT & GW Field Activities DPT Lithologic Core To develop a lithologic cross-section of the site, two (2) continuous soil cores will be installed to approximately 60 ft bls or to refusal. The two lithologic macrocores will be installed by DPT drilling. The continuous soil core will be visually characterized and logged onsite by a geologist. Special attention will be devoted to the identification of any clay-bearing and/or other low permeable strata that may serve as a confining or semi-confining layer. A qualitative moisture assessment will also be logged throughout the entire bore (wet and dry sections). The findings of the lithologic core will be used to construct the appropriate direct push sampling intervals. The proposed locations for the two lithologic borings are shown on Figure 4.

Installation of Piezometers To determine the surficial groundwater flow, three (3) piezometers will be installed following the installation of the continuous soil cores. The DPT rig will install 1-inch diameter polyvinyl chloride (PVC) piezometers screened across the water table to a total depth of approximately 12 ft bls. The shallow piezometer wells will be constructed with 10 feet of 1-inch diameter, Schedule 40 PVC fine mesh pre-pack screen constructed of a 0.006-inch slotted screen with 30/65 sand pack. The proposed locations of the piezometers are shown on Figure 4.

The three piezometers will be surveyed for top of casing elevations and water levels will be measured to determine the general direction of shallow groundwater flow at the site. Thereafter, the piezometers will also be sampled for volatile organic compounds or VOCs (full list) to obtain preliminary groundwater analytical data by utilizing a fixed laboratory. The piezometers will be completed as permanent monitoring points.

Existing Monitoring Wells In addition, two (2) existing deep monitoring wells (screened from 28 to 33 ft bls) remain on the property from previous assessments. These two wells will also be sampled for VOCs (full list) by EPA Method 8260 by utilizing a fixed laboratory. The location of existing wells MW-3 and MW-4 are shown on Figure 4.

DPT Groundwater Sampling Groundwater beneath the facility will be characterized by collecting three discrete groundwater samples from proposed direct-push technology (DPT) boring locations. Groundwater samples will be collected from eight (8) DPT locations using a GeoProbe® screen point sampler. The sampler will be advanced to the target depths of approximately 10, 20, and 30 ft bls for a total of 24 groundwater samples. The exact depth of groundwater sampling will be adjusted according to potential semi-confining layers identified during previous assessment activities including the lithologic borings. The groundwater samples will be submitted to a fixed laboratory for analysis by EPA Method 8260 for the presence of VOCs (full list).

Onsite DPT groundwater sample locations are shown on Figure 7.

Subtask 4-Well Installations After conferring with the FDEP to determine the necessary locations and depths for monitoring wells, based on the site-specific assessment data, three (3) additional shallow and one (1) deep monitoring well will be installed at the site. The shallow wells will be installed similar to the piezometers, with a direct push drilling rig. The shallow wells will be similarly constructed of 1-inch diameter PVC with 10 feet of fine mesh pre-pack 0.006-inch slotted screen with a 30/65 sand pack and installed to a 12 ft total depth, dependent on the depth to groundwater encountered at the site.

The deep well will be installed by direct push to an estimated total depth of 45 ft bls. The well will be constructed of 1-inch diameter PVC with 5 feet of fine mesh pre-pack 0.006-inch slotted screen with a 30/65 sand pack installed from 40 to 45 ft bls. A two to three foot fine silica sand seal will be installed above the screen and the remaining annulus will be tremie grouted to just below the surface.

Locations and actual installation depths for the monitoring wells will be discussed and approved by the FDEP prior to installation. The proposal funding is currently limited to the 4 additional wells discussed above. If additional wells are deemed necessary, a change order for the additional scope will be requested.

Well Sampling Groundwater samples will be collected from the two (2) existing deep wells, the piezometers (3) and the exterior shallow and deep monitoring wells (4) and the samples will be submitted to a State of Florida-certified fixed-base laboratory for analyses by EPA Method 8260 (full list). In addition, the proposed scope of work includes the collection of samples from up to four (4) selected monitoring wells or piezometers for analysis by DEP SOP: LC-001-3 at the FDEP State Laboratory for PFAS constituents.

During the well sampling event, soil and aqueous samples of the generated investigative-derived waste (IDW) will be sampled for characterization and disposal. Characterization soil samples will be collected for TCLP Extraction by EPA Method 1311 and leachate analysis will be performed by EPA Method 8260 (full list) and the RCRA four metals arsenic (As), cadmium (Cd), chromium (Cr) and lead (Pb) by EPA Method 6010. Liquid IDW samples will be submitted for the same analysis as the soil leachate.

Subtask 5-SAR Reporting The soil and groundwater results will be compiled and summarized in a SAR prepared in accordance with the requirements of Chapter 62-780, the Contaminated Site Cleanup Criteria.

Schedule

Field activities will commence in April 2025, upon approval of the task assignment. The initial field activities will be scheduled for completion by July 25, 2025. Following review of the preliminary data, the well network will be installed and sampling results for FDEP review should be completed before September 26, 2024, and the completed SAR report should be submitted by November 14, 2025. A Task Completion date should be set for December 31, 2025, to allow for review and approval of the SAR, which will be signed and sealed upon submittal.

APTIM proposes to perform this scope of work in accordance with the terms and conditions of the contract executed between APTIM Environmental & Infrastructure, LLC and Florida Department of Environmental Protection No. HW689. APTIM will begin the proposed scope of work upon issuance of the Task Assignment Notification.

If you have any questions, please contact us for clarification.

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DATE: 11/18/2024

ESTIMATE #: 1124021

Project Description:

ID QTY Unit Rate TOTAL

1 1 each 500.00$ 500.00$

2 night 300.00$ -$

3 3 day 1,750.00$ 5,250.00$

4 22 each 3.00$ 66.00$

5 24 each 3.00$ 72.00$

6 Materials: HDPE Tubing (per 500' Roll) 2 each 120.00$ 240.00$

7 Materials: Borehole Grouting w/Concrete Patch (Asphalt) 9 each 15.00$ 135.00$

7a Materials: Borehole Grouting and Rake Level (Grass) 1 each 10.00$ 10.00$

8 45 foot 4.00$ 180.00$

9 3 each 195.00$ 585.00$

10 3 each 200.00$ 600.00$

11 3 each 50.00$ 150.00$

11 New 55 gallon drums (Soil) (Estimated) 1 each 95.00$ 95.00$

12 New 55 gallon drums (Water) (Estimated) 1 each 95.00$ 95.00$

13 Permits: Orange County (up to 8 per app/parcel) 3 each 44.00$ 132.00$

Completion: Subtotal 8,110.00$

Todd Hodgson

TOTAL 8,110.00$

Partner

PROJECT

Former J&R Cleaners 7342 Curry Ford Road

Damages to utilities on private property are the responsibility of the client

725 US Hwy 301 South

CUSTOMER

Aptim Gregg Roberts, P.G.

Tampa, Florida 33619 Orlando, Orange County, Florida

DPT Soil and GW Sampling w/Well Installation(813) 612-3687

(2) DPT Litho Boring to 60' (or refusal) bls w/Continuous Macrocores to Depth. Borehole Grout and Patch to Surface, with Concrete Patch. (Asphalt)

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

THANK YOU FOR YOUR BUSINESS!

Todd Hodgson

DPT Rig and Crew

"Actual quantities used and days on site will be invoiced"

3 Days

DESCRIPTION

Mobilization

Utility Locates on Private Property is the responsibility of the client Borehole Clearance to 5’ bgs beyond 20 minutes may require a change order for additional time and cost.

2' x 2' Concrete Pad w/8" BD Completion

Well Development (up to 1/2 hour w/Pump)

Per Diem - 2 Man Crew Est. (Actual Hotel Cost + $50/Man for food)

Materials: GW Sampling Points

Materials: 1" PVC Well Installation

(3) 1" x 15' PVC Well w/10' of .006 Prepack Screen, 2' x 2' Pad w/8" BD Completion. No Sampling (Asphalt)

Materials:(2) 1" x 5' PVC .006 PVC Screen, Expendable Point

Materials: Soil Sample Liners

Locations must be accessible with track mounted DPT Rig

(8) DPT GW Profiling Borings to 30' or 40' w/Sampling at 3 Intervals from GWT (6-10', 16-20', 26-30'). Borehole Grouting w/Concrete Patch (7 in Asphalt). (1) Borehole Grouting and Rake Level. (Grass)

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

DATE: 11/21/2024

ESTIMATE #: 1124030

Project Description:

ID QTY Unit Rate TOTAL

1 1 each 500.00$ 500.00$

2 night 300.00$ -$

3 1 day 1,750.00$ 1,750.00$

8 90 foot 4.00$ 360.00$

9 3 each 195.00$ 585.00$

9a 1 each 110.00$ 110.00$

10 4 each 200.00$ 800.00$

11 4 each 50.00$ 200.00$

11 New 55 gallon drums (Soil) (Estimated) 1 each 95.00$ 95.00$

12 New 55 gallon drums (Water) (Estimated) 2 each 95.00$ 190.00$

13 Permits: Orange County (up to 8 per app/parcel) 4 each 44.00$ 176.00$

Completion: Subtotal 4,766.00$

Todd Hodgson

TOTAL 4,766.00$

Partner

Materials: 1" x 5' PVC .006 PVC Screen, Expendable Point

Per Diem - 2 Man Crew Est. (Actual Hotel Cost + $50/Man for food)

Materials: 1" PVC Well Installation

(1) 1" x 45' PVC Well w/5' of .006 Prepack Screen, 2' x 2' Pad w/8" BD Completion. No Sampling (Asphalt)

Materials:(2) 1" x 5' PVC .006 PVC Screen, Expendable Point

Locations must be accessible with track mounted DPT Rig

Final Locations of Monitoring Wells TBD

(813) 612-3687

(3) 1" x 15' PVC Well w/10' of .006 Prepack Screen, 2' x 2' Pad w/8" BD Completion. No Sampling (Asphalt)

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

THANK YOU FOR YOUR BUSINESS!

Todd Hodgson

DPT Rig and Crew

"Actual quantities used and days on site will be invoiced"

1 Day

DESCRIPTION

Mobilization

Utility Locates on Private Property is the responsibility of the client Borehole Clearance to 5’ bgs beyond 20 minutes may require a change order for additional time and cost.

2' x 2' Concrete Pad w/8" BD Completion

Well Development (up to 1/2 hour w/Pump)

PROJECT

Former J&R Cleaners 7342 Curry Ford Road

Damages to utilities on private property are the responsibility of the client

725 US Hwy 301 South

CUSTOMER

Aptim Gregg Roberts, P.G.

Tampa, Florida 33619 Orlando, Orange County, Florida

DPT Soil and GW Sampling w/Well Installation

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

Contractor: Aptim Proposal No.: 22411036

Contact Name: Gregg Roberts Contact Phone: 813 612 3687 Date: 11/21/2024

Contact Email: gregg.roberts aptim.com Site Address: FDEP ID#: RIC 5011

PROPOSED SCOPE OF WORK: Estimator: MR

Direct Push Rig Daily Rate - (ma im m 10 ho rs hole da $1,680.00 5 $8,400.00

Direct Push Rig Half-Day Rate 1 (ma im m 5 ho rs hal da $1,480.00 1 $1,480.00

Prepack Well Screen (incl des all materials Length 5ft ID __1_"____ each $ 5.00 13 $1,235.00

Well Riser (incl des all materials ID-1" 5' Length each $60.00 6 $360.00

Well Riser (incl des all materials ID-1" 10' Length _ each $65.00 4 $260.00 per ell $125.00 7 $875.00

Plug/resurface borehole each $45.00 10 $450.00

Borehole clearance using geophysics (GPR and Electronics) LS

Mobilization (one rig) Miles round trip: ro nd trip $750.00 2 $1,500.00

Daily travel- Automatic when travel distances are 100 to 150 miles round trip (longer than a da da $85.00 $0.00

Per Diem - Automatic when field work is longer than 9hr/day or round trip over 150 miles per cre /night $480.00 $0.00

DOT Approved 55-gal Drum (rep rposed each $70.00 4 $280.00

Special Order Closed Top Drums (rep rposed each $ 5.00 2 $1 0.00

Permits 2 (Drilling and abandonment onl cost according to MD Local M nicipalities each $45.00 7 $315.00

Predrilling conference call LS incl ded

Extra hour rate 5 ho r $275.00

Use of a concrete concrete machine/core bit -To open asphalt or concrete or SB/M da $180.00 5 $ 00.00

TOTAL QUOTE PRICE $16,245.00

NOTES: This proposal is onl alid or this speci ic scope o or . An changes, prices shall be re ised. Act al ield da s, materials and ho rs ill be in oiced

Days to Complete Scope of Work: appro . 5.5 da (s or both tas s (depends on access, client sampling time or other restrictions "

Subcontractor Company Name: ATI Companies, LLC

Subcontractor Mailing Address: 5709 First Ave S. St. Petersburg FL 33711

Signature:___________________________ Reviewer:____________________________ Date: 11/21/2024

OT to sched le or , contact 727 328 0268 Bid Valid or 0 Da s

Payment terms: Net 60 days

This proposal acceptance incl des ATI s standard Terms and Conditions ame o irm Date

Signat re o Representati e

Print name o signing Representati e

6. A perdiem will automatically be charged when field work is longer than 9hr/day or round trip over 150 miles

1. Includes expendables, tubing, points, liners, caps, plugs, sawcuts, steam cleaning decon, well development, and grouting.

MISCELLANEOUS

2. Well Permits -Requires 5 days Notice to Water Management District - Actual cost only.

3. Utility Clearance - Requires 72 Hour Notice Prior to Drilling. ATI will complete notification to Sunshine State One Call (Sunshine) prior to initiating drilling.

Sunshine will not perform locates on private property (only right of ways and easements). It is the client and/or owners responsibility to provide information from private property. Damage repairs (time and materials) caused to any underground utilities on private property is client responsibility. ATI will review information provided regarding underground utilities to confirm clearance at boring locations. As another safety precaution, ATI will perform hand clear to approximately 5 feet below ground surface to check for utilities prior to drilling. If the client anticipates the potential for multiple utilities underground but has no information on location, we can provide private utility locating services at an additional cost. Please advise us of your needs prior to date of drilling.

4. Price assumes no rock will be encountered in the depth of penetration. Add $15/foot for rock drilling if required.

5. DPT Daily and Half-Day Rate: Hours over Half-day and Full Day Rate - $275 / hour

NOTE: This proposal needs to be signed once job is awarded to ATI Companies, LLC

7342 C rr ord Rd, Orlando, L

I pea gra el is enco ntered, drilling m st stop. o drilling on pea gra el is permitted.

Client is responsible or an RO or access permits and MOT or the or to be per ormed, i needed.

Is also client responsabilit to ha e all tilities located hen on Pri ate Propert . I not, an damages on tilities and other str ct res related to drilling acti ities ill be client responsabilit .

- 1st Mobilization once completed.

clear to 5 t and macrocore to TD. Pl g and patch once completed.

and macrocore to TD.

- 2nd Mobilization and macrocore to TD.

macrocore to TD.

Per Aptim Proced res M st ha e a Stand Alone Coring Drill Machine

SAFETY

DRILLING DOUBLE CASED WELL

ABANDONMENT

DRILLING ACTIVITIES

Monitoring Well Completion (incl. sand pac , seal, pad/MHC, de elopment, loc ing cap

Geoprobe 7822DT or 7730DT

4.5

$11,685.00

Geoprobe 7822DT or 7730DT

$4,560.00

Marcelo Reis

V.P.

ATI Companies / Ambient Technologies Inc

11/21/2024

Preferred Drilling Solutions, Inc.

8820 66th St. North, Pinellas Park, FL 33782

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

DIRECT PUSH TECHNOLOGY QUOTE FORM

Date: 11/21/24 FAC ID#: ERIC_5011

Unit Unit Rate Number of Units

Extended Price whole day $2,250.00 3 6,750.00$ half day $1,750.00 1 1,750.00$ per foot $25.00 -$ each $110.00 6 660.00$ each $50.00 -$ each $35.00 3 105.00$ per well $150.00 3 450.00$ roundtrip $775.00 1 775.00$ per crew / per night $575.00 3 1,725.00$ each $75.00 -$ each $125.00 14 1,750.00$ per day $150.00 4 600.00$ each $70.00 3 210.00$ lump sum $350.00 1 350.00$

Per Day $100.00 4 400.00$

TOTAL QUOTE PRICE $15,525.00

Notes: 1. Includes 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: ___________________________________Austin Bonacum, Estimator Date: 11/21/24

Days to Complete Scope of Work: 3.5

Direct Push Daily Rate 1 - on-site day

Equipment Type: Geoprobe 8040DT, Geoprobe 3230DT

*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

Other (specify)

Steam Cleaner

Decon Pad

GeoProbe Consumables (includes tubing, points, liners, concrete patch, asphalt patch, and grouting)

NEW DOT Approved 55-gal Drum (as available)

Per Diem

Mobilization

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

Permits

DOT Approved 55-gal Drum

Site Name and Location: J&R Cleaners (Former)

Consultant Name: APTIM

PROPOSED SCOPE OF WORK:

(2) DPT boring to 60' or refusal, whichever comes first, drum cuttings, grout and restore grade

(8) DPT borings to 40', grab groundwater sampling at (3) intervals per boring, drum soil and water, grout and restore grade

Decon pad, decon between borings with steam cleaner, drum decon fluids

2331 South Goldenrod Rd, Orlando, Orange County, FL

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

Well Riser (includes all materials) ID 1" 5' Length

Slotted PVC Well Screen (includes all materials) 5' Length Pack OD 3.5"

Pre-Packed Well Screen (includes all materials) ID 1" 5' Length Pack OD 3.5"

Auger Attachment, 2" Well Install

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

(3) 1" x 15' PZ's with 10' .006 prepacked screen, installed via 3.25" rods, soil sampling as needed, drum soil and water, pad and 8" bolt-down manhole

Event 1

Preferred Drilling Solutions, Inc.

8820 66th St. North, Pinellas Park, FL 33782

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

DIRECT PUSH TECHNOLOGY QUOTE FORM

Date: 11/21/24 FAC ID#: ERIC_5011

Unit Unit Rate Number of Units

Extended Price whole day $2,250.00 1 2,250.00$ half day $1,750.00 1 1,750.00$ per foot $25.00 -$ each $110.00 7 770.00$ each $50.00 -$ each $35.00 11 385.00$ per well $150.00 4 600.00$ roundtrip $775.00 1 775.00$ per crew / per night $575.00 1 575.00$ each $75.00 -$ each $125.00 7 875.00$ per day $150.00 -$ each $70.00 4 280.00$ lump sum $350.00 1 350.00$

Per Day $100.00 2 200.00$

TOTAL QUOTE PRICE $8,810.00

Notes: 1. Includes 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: ___________________________________Austin Bonacum, Estimator Date: 11/21/24

PDS to supply solid stem augers as needed

2331 South Goldenrod Rd, Orlando, Orange County, FL

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

Well Riser (includes all materials) ID 1" 5' Length

Slotted PVC Well Screen (includes all materials) 5' Length Pack OD 3.5"

Pre-Packed Well Screen (includes all materials) ID 1" 5' Length Pack OD 3.5"

Auger Attachment, 2" Well Install

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

Decon pad, decon between borings with steam cleaner, drum decon fluids

Event 2

Site Name and Location: J&R Cleaners (Former)

Consultant Name: APTIM

PROPOSED SCOPE OF WORK:

(3) 1" x 15' MW's with 10' .006 prepacked screen, installed via 3.25" rods, soil sampling as needed, drum soil and water, pad and 8" bolt-down manhole

(1) 1" x 45' MW with 5' .006 prepacked screen, installed via 3.25" rods, soil sampling as needed, drum soil and water, pad and 8" bolt-down manhole

Days to Complete Scope of Work: 1.5

Direct Push Daily Rate 1 - on-site day

Equipment Type: Geoprobe 8040DT, Geoprobe 3230DT

*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

Other (specify)

Steam Cleaner

Decon Pad

GeoProbe Consumables (includes tubing, points, liners, concrete patch, asphalt patch, and grouting)

NEW DOT Approved 55-gal Drum (as available)

Per Diem

Mobilization

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

Permits

DOT Approved 55-gal Drum

Preliminary Proposal

RepublicServices.com | Environmental Services, Recycling & Waste

Rev. 9.3.24

PROPOSAL #: MS-112524-TAM

COMPANY: Aptim ADDRESS: 725 US Highway 301 South

Tampa, FL 33619 CONTACT: Gregg Roberts

PHONE: (813) 612-3687

EMAIL: gregg.roberts@aptim.com

11/25/24

Dear Gregg Roberts:

Republic Services appreciates this opportunity to provide you with environmental solutions. Following up on our earlier discussion, we are pleased to present this preliminary proposal.

Republic Services now offers comprehensive environmental solutions, including waste treatment, field and industrial services and 24/7 emergency response services. With a network of 40,000 employees and more than 175 dedicated Environmental Solutions locations, our customers benefit from working with an industry leader that can provide innovative solutions for hazardous and regulated waste, in addition to our recycling and waste services you have relied on for years.

Tampa Facility offers a single source option for your waste management needs, providing premier service to companies in a wide variety of industries. This RCRA Part B facility manages most waste codes and specializes in lab packing, pharmaceutical wastes, small quantity services (LTL and household hazardous waste), waste generated by the travel/tourism industry, remediation, emergency response, and industrial cleaning.

We understand you need a professional, integrated solution, and we have designed this proposal to meet those needs. Our best-in-class customer service leverages our industry-leading capabilities and will allow us to deliver the strongest solution available in the market today. We look forward to supporting you on this project!

Scope of Work:

and equipment necessary to properly package, transport, and dispose of designated waste materials from your location in Orlando, FL. Republic Services proposes to perform the following work:

Properly segregate and label all designated waste materials in accordance with all applicable regulations (as necessary)

Provide all necessary shipping documents and transport the materials in licensed vehicles.

Customer/Generator prepared material must be in DOT-shippable containers.

Pricing applicable on all containers (percentage of 55-gallon drum price): 5-15 Gallons 35%;

16-30 Gallons 75%; 31-55 Gallons 100%; 56-85 Gallons 150%; CYB 300%

Preliminary Proposal

RepublicServices.com | Environmental Services, Recycling & Waste

Rev. 9.3.24

Facility: Republic Services Tampa Facility

Treatment Type: Various

Rates:

Description Treat Group

Size Unit Rate Quantity Minimums Ext Cost

IDW Liquids Non-Regulated 1216 55 Gal $110.00 $132.00

IDW Solids Non-Regulated 1446 55 Gal $85.00…