CN-370000-HW680-DC034B.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.

HW680

DC034B Completion May 2, 2025

Arcadis will complete a Site Assessment according to the approved Work Plan.

Theresa Pepe 850-245-8966 Contractor Contractor

Contractor Contractor

Contractor Contractor

Contractor

Arcadis U.S. Inc.

Arcadis U.S. Inc.

Gus Suarez 813-205-4703

ERIC_4109

6430 Pembroke Rd, Miramar, Broward County

La Mar 1 Hour Dry Cleaners

✔ $ 59,645.49

$ 59,645.49

Scope of Work

Gus Suarez

Contract Manager

Gus Suarez, P.E. Digitally signed by Gus Suarez, P.E.

Date: 2024.06.25 08:54:28 -04'00'

Jennifer Farrell

Digitally signed by Jennifer Farrell Date: 2024.06.24 15:58:23 -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

Completion of Fieldwork Activities 12/13/2024

Site Assessment Report/IDW manifests/Project Management 03/28/2025

FDEP approval of Fieldwork Activities $ 45,677.36

FDEP approval of Site Assessment Report/IDW manifests/Project Management $ 13,968.13

$ 59,645.49

HW680

DC034B

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

Memorandum

TO: Negotiation File La Mar 1 Hour Dry Cleaners

FACID NO. 06-9501018; ERIC_4109

Miramar, Broward County FROM: Theresa Pepe, Project Manager SUBJECT: Task Assignment DC034B (HW680) DATE: June 4, 2024

This Task Assignment authorizes Arcadis to complete a Site Assessment at the La Mar 1 Hour Dry Cleaners site. The initial fieldwork will be completed in approximately six days and a Site Assessment Report (SAR) will be submitted as the final deliverable. The assessment may be expanded or reduced via change order depending on the complexity of the site. All work will be performed in accordance with the approved work plan.

The final task assignment total is $59,645.49. Arcadis may invoice according to the attached schedule.

Specific negotiated subtasks are as follows:

Subtask 1: Project Management Project Management is automatically calculated as a percentage of total labor.

Subtask 2: Site Assessment This subtask provides funds for soil, vapor and groundwater screening and monitor well installation at the facility. Arcadis will present the data in an interim deliverable after which a change order may be authorized for additional work, if needed. The Waste Site Cleanup Section approved sampling locations and the overall approach to the assessment presented in the August 2023 Work Plan.

GeoView will provide a GPR survey to check for underground utilities, based on their low bid of three bids solicited.

La Mar 1 Hour Dry Cleaners

(ERIC_4109)

Preferred Drilling Inc. was selected as the drilling subcontractor based on their low bid of three bids solicited.

Erwin will transport and dispose of IDW. Note: IDW is presumed to be non-hazardous but will be characterized before disposal.

Subtask 3: Site Assessment Report (SAR) All activities and analytical results obtained during site assessment work will be submitted to FDEP as a written report. This report will include appropriate figures, graphs, data tables, etc. IDW manifests will also be provided to FDEP as part of the final deliverable.

FDEP COST ESTIMATEContractor: Arcadis, U.S., Inc.

Date: 5/10/2024

Task #: SubTask 1 Project Management Site: La Mar SubTask 2 Field Activities

Activity/Phase: Site Assessment SubTask 3 Site Assessment Report Project Manager: Gus Suarez SubTask 4

SubTask 5

Totals 1 2 3 4 5 Labor Rate Category

$87.59 Project Manager Suarez, Gus (GS) 14 14.4 $70.09 Principal Scientist McGlone, Douglas (DMc) 15 7 8 0 0 $70.45 Principal Engineer Perella, John (JP) 7 3 4 0 0 $50.00 Senior Engineer Hanna, Chad (CH) 58 18 40 0 0 $40.09 Project Scientist Brooks, Eric (EAB) 86 86 0 0 0 $34.89 Technician Welch, David (DJW) 18 18 0 0 0 $39.67 Drafter/Designer Oliva, Brian (BO) 12 0 12 0 0 $38.28 Project Assistant Cruz, Michele (MC) 18 6 12 0 0

Total Hours 228 14 138 76 0 0

Direct Labor $10,944.43 $1,259.09 $5,907.42 $3,777.92 $0.00 $0.00

Overhead 79.00% $8,646.10 $994.68 $4,666.86 $2,984.56 $0.00 $0.00 Gen & Admin 36.00% $3,939.99 $453.27 $2,126.67 $1,360.05 $0.00 $0.00 Fringe 37.10% $4,060.38 $467.12 $2,191.65 $1,401.61 $0.00 $0.00 Total Labor $27,590.90 $3,174.16 $14,892.60 $9,524.14 $0.00 $0.00

Travel Vehicle Rental $720.00 $720.00 $0.00 $0.00 $0.00 Mileage Costs $0.00 $0.00 $0.00 $0.00 $0.00 Air Fare $0.00 $0.00 $0.00 $0.00 $0.00 Per diem + Hotel $744.00 $744.00 $0.00 $0.00 $0.00 Total Travel $1,464.00 $1,464.00 $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

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

Subcontractor (Services Procurement) PDS Drilling (Conventional) $15,375.00 $15,375.00 $0.00 $0.00 $0.00

Surveying $0.00 $0.00 $0.00 $0.00 $0.00 Erwin IDW $500.00 $500.00 $0.00 $0.00 $0.00

Utilities $0.00 $0.00 $0.00 $0.00 $0.00 Geoview GPR $1,100.00 $1,100.00 $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 $16,975.00 $16,975.00 $0.00 $0.00 $0.00 Handling Fee $1,697.50 $1,697.50 $0.00 $0.00 $0.00 Total Subcontractor Cost $18,672.50 $18,672.50 $0.00 $0.00 $0.00

Laboratory Analytical Costs $5,080.00 $5,080.00 $0.00 $0.00 $0.00 Fast Turnaround Charges $0.00 $0.00 $0.00 $0.00 $0.00 Sample Shipping $450.00 $450.00 $0.00 $0.00 $0.00 Total Laboratory $5,530.00 $5,530.00 $0.00 $0.00 $0.00

Field Expenses Personal Protection $0.00 $0.00 $0.00 $0.00 $0.00 Expendables $240.00 $240.00 $0.00 $0.00 $0.00 Equipment (Drilling related) $1,039.00 $1,039.00 $0.00 $0.00 $0.00 Equipment (Analytical related) $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (IDW related) $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Other) $2,350.00 $2,350.00 $0.00 $0.00 $0.00 Total Field Expenses $3,629.00 $3,629.00 $0.00 $0.00 $0.00

Subtotal $56,886.40 $3,174.16 $44,188.10 $9,524.14 $0.00 $0.00 Completion Fee $2,759.09 $317.42 $1,489.26 $952.41 $0.00 $0.00

Total Estimated Cost $59,645.49 $3,491.58 $45,677.36 $10,476.55 $0.00 $0.00

REV: 02/03 CEF ARCADIS Page 1

SITE : A&B Cleaners SUBTASK 2: Field Activities

DATE: 3/29/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Soil Sampling, Vertical Profile GW Sampling, PZ/MW Install Principal Sci (DMc) PG field support and daily updates (4 hrs) 4 Senior Eng (CH) HASP (5 hrs), Property owner updates and field event preparation, data review (4 hrs) 9 Staff Sci (EB) GPR oversight (8 hrs), Prep (3 hrs), Soil sampling and VP GW sampling (5 x 12 hrs = 60), logs/paperwork (3 hrs) 74 Project Assistant (MC) HASP (3 hrs) 3

MAGS Testing and Monitor Well Sampling Principal Eng (JP) PE field support and MAGS data evaluation (3 hrs) 3 Senior Eng (CH) Field event preparation (2 hrs), IDW characterization and waste profiling for disposal (2 hrs) 4 Project Sci (EB) MAGS Field Testing, restoration, and logs (12 hrs) 12 Technician (DW) MAGS Field Testing, restoration, and logs (12 hrs) 12 Technician (DW) Survey PZs, Guage WLs, Sample one well (6 hrs) 6

Initial Site Assessment Report Deliverable Principal Sci (DMc) Teleconference call with FDEP, next assessment or remediation discussion planning 3 Senior Eng (CH) Sketch GW gradient and data figures. Field deliverable package submit to FDEP 5 Project Assistant (MC) Field support, database management, assemble field deliverable package, lab reports 3

TOTAL LABOR 138

VEHICLE TYPE RATE UNIT USEAGE

Automobile $80.00 Per Day 0 $0.00 $0.00 Van/Truck $120.00 Per Day 6 $720.00 $720.00

TOTAL VEHICLE $720.00

PER DIEM STAFF RATE UNIT USEAGE

Meals Category/Staff Rate Unit Usage Totals

Staff Sci (EB) $36.00 Per Day 4 $144.00 $36.00 Per Day 0 $0.00

Hotel Category/Staff Rate Unit Usage Totals

Staff Sci (EB) $150.00 Per Day 4 $600.00 $150.00 Per Day 0 $0.00

Total Meal/Hotel: $744.00

TOTAL PER DIEM $744.00

SUBCONTRACTOR COSTS

Equipment Procurement

Name Equipment Rate Units Usage Totals $0.00 Per Day 0 $0.00

Total Equip.: $0.00 Services Procurement

Name Purpose Rate Units Usage Totals Preferred Direct-push services $15,375.00 Lump Sum 1 $15,375.00 Erwin IDW $125.00 Drum 4 $500.00 Geoview Utility Locate / GPR Survey $1,100.00 Lump Sum 1 $1,100.00

Total Services: $16,975.00

TOTAL $16,975.00

LABORATORY COSTS

Analytical Costs Parameter Method Media Rate Turn Around Total Samples Totals

VOC 8260 Aqueous $73.00 1.00 16 $1,168.00 VOC 8260 Soil $73.00 1.00 24 $1,752.00 SPLP Extraction 1311/1312 Soil/Sediment $50.00 1.00 5 $250.00 VOC analysis on SPLP extracted sample 8260 Soil/Sediment $73.00 1.00 5 $365.00 VOC TO-15 Vapor $200.00 1.00 6 $1,200.00 TCLP Benzene for IDW 1311/8260 Soil $210.00 1.00 1 $210.00 TCLP metals for IDW 1311/6010 Soil $135.00 1.00 1 $135.00

TAT 24-hr=110% (2.1) 3-day=65% (1.65) 1-week=20% (1.20) Total Lab: $5,080.00 Rate Units Usage

Shipping - Large (25 to 50 lbs.) --- --- $150.00 Per Cooler 3 $450.00 Shipping - Small (0 to 25 lbs.) --- --- $110.00 Per cooler 0 $0.00

Total Shipping: $450.00

TOTAL LAB $5,530.00

EQUIPMENT

Personal Protection

Item Rate Unit Usage Totals Total PPE: $0.00

Expendables

Miscellaneous Expendables $40.00 Per Day 6 $240.00 Total Expendables: $240.00

Equipment Items

Survey Station transit/rod/level/tape $50.00 Per Day 1 $50.00 Tubing, Poly/HDPE $0.30 Per Foot 30 $9.00 Tubing, Silicon 3/16x3/8 $3.00 Per Foot 5 $15.00 EWE SVE Trailer for MAGS $2,350.00 Per Day 1 $2,350.00

Total Equipment Items: $2,424.00 Equipment Kits

Monitor Well Installation Kit $325.00 Day 1 $325.00 Shallow Groundwater Sampling Kit $290.00 Day 1 $290.00 Soil Assessment Kit $175.00 Day 2 $350.00

Total Equipment Kits: $965.00

TOTAL EQUIPMENT $3,629.00

SITE : Perisian Deluxe

SUBTASK 3: Site Assessment Report

DATE: 3/14/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

SAR

Principal Sci / DMc PG write/certification of final SAR; results/risk-based mngt options with FDEP 8

Principal Engineer / JP PE analysis of SAR; remedial characterization data/preliminary remedial options evaluation 4

Senior / CH SAR writing (24 hrs); SAR figures/graphs generation (8 hrs); SAR tables (8 hrs) 40

Designer - Database Mgr / BO SAR figures/graphs generation (8 hrs); data mgmt, import to CAD (4 hrs) 12

Project Assistant / MMc Process field notes, sample tracking, database entry, report assembly, report submittal 12

TOTAL LABOR 76

VEHICLE TYPE RATE UNIT USEAGE

Automobile $80.00 Per Day 0 $0.00 $0.00

Van/Truck $120.00 Per Day 0 $0.00 $0.00

TOTAL VEHICLE $0.00

PER DIEM STAFF RATE UNIT USEAGE

Meals Category/Staff Rate Unit Usage Totals

$36.00 Per Day 0 $0.00

$36.00 Per Day 0 $0.00

Hotel Category/Staff Rate Unit Usage Totals

$150.00 Per Day 0 $0.00

$150.00 Per Day 0 $0.00

Total Meal/Hotel: $0.00

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

Equipment Procurement

Name Equipment Rate Units Usage Totals $0.00 Per Day 1 $0.00

Total Equip.: $0.00 Services Procurement

Name Purpose Rate Units Usage Totals

Total Services: $0.00

TOTAL $0.00

LABORATORY COSTS

Analytical Costs Parameter Method Media Rate Turn Around Total Samples Totals

TAT 24-hr=110% (2.1) 3-day=65% (1.65) 1-week=20% (1.20) Total Lab: $0.00

Rate Units Usage Shipping - Large (25 to 50 lbs.) --- --- $150.00 Per Cooler 0 $0.00

Shipping - Small (0 to 25 lbs.) --- --- $110.00 Per cooler 0 $0.00

Total Shipping: $0.00

TOTAL LAB $0.00

EQUIPMENT

Personal Protection

Item Rate Unit Usage TotalsPPE Level D $35.00 Per Man Day 0 $0.00

Total PPE: $0.00 Expendables Miscellaneous Expendables $40.00 Per Day 0 $0.00

Total Expendables: $0.00 Equipment Items

Total Equipment Items: $0.00

TOTAL EQUIPMENT $0.00

INITIAL SITE ASSESSMENT WORK PLAN

www.arcadis.com LaMar Dry Cleaners ISA Work Plan 2023

5.1 Site Preparation and Utility Locate

Arcadis will contact the current site operator and current property owner to share proposed sampling locations and advise schedule/notification requirements prior to completing field work. Arcadis will oversee a subsurface private utility locate using ground penetrating radar (GPS) on the site and surrounding areas. The purpose of the utility locate will be to establish/confirm the suspected locations of underground utilities (Sunshine State One Call will initially locate utilities on and surrounding the site). The initial site visit indicated the presence of underground water, sewer, natural gas, and electrical lines.

5.2 Soil Assessment and Sub-Slab Soil-Gas Sampling

5.2.1 Unsaturated Soil Assessment

One continuous soil boring (SB001) will be installed in the of the location of the historic soil sample to a depth of approximately 50 ft bg or refusal. A lithologic log of the general geology at the site will be developed from the soil samples collected from this soil boring. Soil samples from each boring will be described by an onsite Arcadis geologist.

To confirm if past drycleaning operations at the site had an adverse impact to unsaturated soil quality conditions, up to 6 soil borings (SB001-SB006) for collection of soil samples are proposed for installation at the locations shown in Figure 3. The initial sample location will be placed in vicinity of the confirmed PCE soil impacts inside the unit; additional boring/sample locations will be placed within and surrounding the former building location. Soil boring locations may be adjusted based on the GPR results and location of the sewer lateral.

The soil borings will be installed using a hand auger and DPT. Soil samples at all soil borings will be collected at

0.5 ft bg, 2 ft bg, and then at two-foot depth intervals to a depth just above the water table (estimated to be at 7 ft bg). All soil samples (up to 4 samples/boring x 6 initial boring locations or a total of up to 24 soil samples) will be submitted to a fixed-based laboratory for confirmatory analysis of VOCs by EPA Method 8260. Each soil sample will also be collected in encore samplers in anticipation of SPLP analysis. Five SPLP analysis are included in the initial costs. Following the sampling, the boreholes will be completed with MAGS wells as described below.

5.2.2 Modified Active Gas Sampling

MAGS is proposed for completion inside and outside the facility building location. MAGS will be completed in general agreement with the Modified Active Gas Sampling Manual, dated October 12, 2004. Seven MAGS wells (MAG01 – MAG06) will be completed. The MAGS points will be constructed of 2-inch diameter PVC with 0.010-inch slotted screen set approximately one foot below ground surface to approximately 6 ft bg. Final MAGS well construction will be field determined. One vapor sample will be collected from each MAGS well during the test for analysis of VOCs by EPA Test Method TO-15. Proposed MAGS well layout locations are depicted on Figure 3.

LaMar Dry Cleaners ISA Work Plan 2023

5.3 Groundwater Assessment

5.3.1 Groundwater Vertical Profiling

Groundwater assessment will be conducted utilizing vertical profiling by a direct-push drill rig to collect water samples for VOCs analysis. Three vertical profile (VP) locations (VP001 – VP003) are proposed as shown on Figure 3. Assuming the water table will be encountered at approximately 7 ft bg and the base of the surficial aquifer is approximately 50 ft bg, samples starting at the water table and at 10-ft depth intervals to a total depth of 50 ft-bg will be collected. Lithologic information from Soil Boring SB001 will be used to determine exact sample intervals. Each VP water sample will be submitted to a fixed-based laboratory for confirmatory analysis of VOCs by EPA Method 8260. Following sampling, each vertical profile borehole will be completed with a piezometer as described below.

5.3.2 Piezometer Installation

Arcadis will install three piezometers and utilize the source area monitor well MW001 (described below) to provide groundwater gradient information. For purposes of this Work Plan, it is assumed that three shallow piezometers (PZ001 - PZ003) will be installed with 10-ft of 0.010-inch slot pre-pack screen, between 10 to 20 ft bg using DPT (Figure 3). Final location, dimensions, including depth, and screen interval will be determined based upon groundwater elevations encountered during the initial assessment activities. The piezometers will be developed and completed in a method to allow them to be converted to monitor wells in the future, if necessary. Arcadis will also survey the top of casing elevations of MW001, PZ001, PZ002, and PZ003 relative to common point so that the groundwater gradient can be determined.

5.3.3 Monitor Well Installation and Sampling

Arcadis will hand-install a source area well southeast the facility’s south entrance (MW001) into the water table to maximum depth possible at the location presented on Figure 3. The well will be constructed with 0.010-inch slot pre-pack screen, developed, and completed within a manhole. Arcadis will sample MW001 per SOP 001/01 methodology for laboratory analysis of VOCs using EPA Method 8260.

Based on the results of the initial assessment activities and vertical profiling results, the installation of additional monitor wells and sampling analyses in a subsequent phase will be developed in consultation with FDEP. Also, sampling for per- and polyfluoroalkyl substances (PFAS) will be screened per FDEP guidance and tasked separately.

6 REPORTING

An Initial Site Assessment Report (ISAR) including field logs, photographs, laboratory reports will be submitted to FDEP within 30 days of receipt of laboratory data as an interim deliverable to document the fieldwork. The ISAR will provide a basis for the next phase of work which may include additional soil sampling, the installation of permanent monitor wells, a professional survey, etc. to be completed under a Task Assignment Change Order

(TACO).

LaMar Dry Cleaners ISA Work Plan 2023

A final Site Assessment Report (SAR) will serve as the final deliverable. The SAR will describe the results of the proposed site assessment tasks described in this Work Plan and will be delivered to FDEP within 60 days of completion of the field work. The SAR will contain field logs, laboratory reports, tables, and figures summarizing the results of assessment activities and include conclusions and recommendations based upon findings.

7 INVESTIGATIVE DERIVED WASTE

Investigative derived wastes (IDW - drill cuttings and purge water) generated during site assessment activities will be drummed, labeled, and temporarily staged on-site in Department of Transportation (DOT)-approved, 55-gallon steel drums. Arcadis will coordinate with a waste disposal contractor for non-hazardous disposal of the IDW and provide copies of final disposal manifests to FDEP.

8 QUALITY ASSURANCE & QUALITY CONTROL

All fieldwork will be performed in accordance with FDEP’s SOP (001/01), and the site-specific HASP, to be submitted under separate cover prior to commencing field activities. Additionally, sample analyses will be performed by NELAP-certified laboratories to method practical quantitation limits. Appropriate QA/QC samples will be collected during the assessment.

9 PROJECT SCHEDULE AND COST

Cost estimate/level of effort (CEF-LOE) worksheets and subcontractor bid copies for the implementation of this ISAWP will be provided separately upon approval of this Work Plan. A proposed schedule for the site assessment activities, ISAR, and the final SAR document package, is presented below.

Milestone Estimated Timeline for Completion

ISAWP Approval / TA Receipt 0 days

Commence Site Assessment Activities 100 days

ISAR Deliverable 160 days

Additional Assessment (if needed) 220 days

Submittal of SAR 280 days

10 REFERENCES

USGS. 1985. Geology of the surficial aquifer system Broward County, Florida.

Geosyntec Consultants. 2018. Site Assessment report, Millionaires Dry Cleaners, Miramar, Florida.

FDEP. 2022. Waste Cleanup Program Pollution Response Action Contract (WCP PRAC) Summary Slides.

CONCRETE SIDEWALK

STORM DRAIN

PEMBROKE RD. (S.R. 824)

MULTIPLE

COMMERCIAL

(6438-6440 PEMBROKE RD.)

MULTIPLE

COMMERCIAL

(6414-6428 PEMBROKE RD.)

RESIDENTIAL

(6431 S.W. 18th ST.)

RESIDENTIAL

(6435 S.W. 18th ST.)

RESIDENTIAL

(6427 S.W. 18th ST.)

LA MAR DRY CLEANERS

PRESS BOARDS (TYP.)

CHEMICAL STORAGE

BOILER ROOM

AIR COMPRESSOR #1 & #2

ZEROWASTE FILTRATION SYSTEM

C

LO

TH

ES R

AC

KS

COUNTER AREA

LOADING AREA

(roll up)

STORM DRAIN

ASPHALT

PARKING

WASHER & DRYER

MACHINES

ALTERNATIVE SOLVENT

DRYCLEAN MACHINE

WITH SOLVENT TANKS

FRONT ENTRANCE

CANOPY

REAR ENTRANCE

ASPHALT

PARKING

CANOPY

CONCRETE

FLOOR

ASPHALT

PARKING

DOOR

OFFICE AND

BATHROOM

UP

UP

UP

SITE LAYOUT AND

PROPOSED SAMPLING LOCATIONS

FDEP-LA MAR DRY CLEANERS (ERIC_4109)

6430 PEMBROKE RD., BROWARD COUNTY,

MIRAMAR, FLORIDA

SITE ASSESSMENT WORK PLAN

20' 40'0

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SITE LOCATION

(Broward County)

MAP NOTES:

1. Aerial image from USGS Digital Orthographic Quarter

Quadrangle (DOQQ), 2020.

2. Parcel boundaries from Broward County Property Appraiser GIS database.

LEGEND

SUBJECT SITE PARCEL BOUNDARY

PARCEL BOUNDARY

PROPOSED SOIL BORING LOCATION

PROPOSED DIRECT-PUSH LOCATION

PROPOSED MONITOR WELL LOCATION

PROPOSED MAGS WELL LOCATION

PROPOSED PIEZOMETER LOCATION

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: 5/9/24 FAC ID#: ERIC_4109

Unit Unit Rate Number of Units Extended Price whole day $1,875.00 4 7,500.00$ half day $1,475.00 -$ per foot $25.00 36 900.00$ each $110.00 7 770.00$ each $45.00 -$ each $30.00 4 120.00$ per well $125.00 10 1,250.00$ roundtrip $850.00 1 850.00$ per crew / per night $550.00 3 1,650.00$ each $70.00 4 280.00$ each $125.00 -$ per day $100.00 4 400.00$ each $300.00 1 300.00$ lump sum $450.00 1 450.00$ per day $75.00 4 300.00$ lump sum $500.00 1 500.00$ each $35.00 3 105.00$

TOTAL QUOTE PRICE $15,375.00

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: 5/9/24

Days to Complete Scope of Work: 4

Direct Push Daily Rate 1 - on-site day

Equipment Type: Geoprobe 8040DT, Geoprobe 3230DT, Geoprobe 7822DT

*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

Concrete Core Drill with 6" core bit

Decon Pad & Steam Cleaner

3.25" Disposable Point

Refurbished - DOT Approved 55-gal Drum

Per Diem

Mobilization

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

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

New - DOT Approved 55-gal Drum

Permits

Poly Tank w/ Approved Water (from Lakeland, FL)

Site Name and Location: Lamar Cleaners

Consultant Name: Arcadis US, Inc

PROPOSED SCOPE OF WORK:

(1) DPT lithology boring to 50' (or refusal), convert to vertical profile point, grout and restore grade

(3) DPT vertical profile points to 49', up to (5) grab groundwater intervals per boring, grout and restore grade

PDS to supply concrete core drill with 6" bit

6430 Pembroke Rd, Miramar, Broward County, FL

Well Completion (includes MH w/ cover, concrete, 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"

2" Well Install (includes all materials)

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

(1) 1" x up to 10' MW with 5' .010 prepacked screen, installed via hand auger, pad and 4" manhole

Drum cuttings, development water, and decon fluids

Follow PFAS protocol, Decon all down hole tooling with steam cleaner using PFAS free water

(6) 2" x 6' VEP's with 5' .010 screen, installed via hand auger, pad and 4" manhole

(3) 1" x 12' PZ's with 10' .010 prepacked screen, soil sampling as needed, drum cuttings, pad and 8" manhole

EARTH TECH DRILLING

2703 NW 19TH STREET, POMPANO BEACH, FL 33069

954.974.2424 FAX:954.974.2423

Date: 5/7/2024

FAC ID#:

PROPOSED SCOPE OF WORK:

(3) PZ 1"x12' w/ 10' Pre-Pack Screen & 5" BD Completion - Installed in the Vertical Profiling Locations

(1) MW 1"x10' w/ 5' Pre-Pack Screen & 5" BD Completion - Installed Outside Bldg. by hand or Possible 420M Dolly Rig

Drum Soil & Development water - 30 Minutes of Dev. Per well - Estimated at (4) Drums

Unit Unit Rate Number of Units Extended Price

Equipment Type: DPT Track Rig whole day $1,650.00 5 $8,250.00 half day $0.00 each $250.00 6 $1,500.00 each $0.00 each $100.00 7 $700.00 each $40.00 4 $160.00 per well $225.00 10 $2,250.00 daily roundtrip $495.00 5 $2,475.00 per crew / per night $0.00 each $80.00 4 $320.00 each $130.00 1 $130.00 each $75.00 15 $1,125.00 each $500.00 1 $500.00 each $75.00 7 $525.00 day $575.00 1 $575.00

TOTAL QUOTE PRICE $18,510.00

Notes:

Project No.: ___________________________

Date: 5/7/2024

Contractor Name: Arcadis - Doug McGlone - 561 662-7978

Site Name: Lamar Cleaners - 6430 Rembroke Rd - Miramar, FL

(HAND CLEAR ALL LOCATIONS TO 5' or REFUSAL)

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

Permits - Install Well

MISCELLANEOUS

(6) VE 2" x 6' w/ 5' .010" Screen & 5" BD Completion - Concrete Core - Installed by hand

Mobilization Per Diem

DOT Approved 55-gal Drum

Well Riser (includes all materials) ID ___1"___ 5' Length

Well Completion (includes 30 Min Dev. 8" B-D MH & locking well cap)

Pre-Packed PVC Well Screen (includes all materials) 5' Length Pack OD ___1"____

(3) DPT GW Sample Borings to 50' - Samples collected every 10 feet for a total of 5 Samples per boring (25 Samples Total) - Grout Abandon

Decon / Decon Pit

Water Sample w/ HDPE Tubing

Signature and Title of Person Submitting Quote: Charles Bucher

Concrete Core

420M Geoprobe Dolly Rig - Upcharge

Days to Complete Scope of Work: 5 Days

Subcontract Company Name: EARTH TECH DRILLING. Inc.

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

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

Decon / Decon Pit

Direct Push Daily Rate 1 - on-site day

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

MAG Wells - 2" x ~6' w/ 5' .010" Screen

Auger Attachment, 4" Surface Casing

DIRECT PUSH TECHNOLOGY

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

Arcadis 5/9/2024 1500 Agteway Blvd, Suite 200 190178 Boynton Beach, Fl 33426

Project Name Commercial Propert - Miramar, Fl

Douglas McGlone Project Address 6430 Pembroke Road douglas.mcglone@arcadis.com Project City Miramar 561-662-7978 Project State Fl

Project Zip 33023

Cascade Rep Contact Information

Scope of Work

Quantity Unit Sales Price Subtotal

1 Lump Sum 1,550.00$ 1,550.00$

1 Lump Sum 1,550.00$ 1,550.00$

5 Day 2,200.00$ 11,000.00$

5 Day 450.00$ 2,250.00$

36 Foot 49.00$ 1,764.00$

10 Foot 27.00$ 270.00$

10 Each 4.00$ 40.00$ 15 Each 15.00$ 225.00$ 36 Foot 10.00$ 360.00$ 3 Each 80.00$ 240.00$

Each 25.00$ -$ Each 15.00$ -$

Pre-Tax Total

Tax Percentage

Taxes

Quote Total

Account Name Bid Date Address Quote Number

Quote Revision Date

Bill To Account

Contact Name Email Phone

Number

Prepared By Zachary Fordley, Project Manager Email zfordley@cascade-env.com

Cascade will provide a 66/78 Series Track Mounted Geoprobe Unit with a 2 Man crew to provide the following.

- Concrete core Six (6) locations and install 2" 10 slot PVC screen to 6' BLG. Each location will get 5' of screen. All locations will be finished with a flush mount road box.

- Install One (1) i" Prepacked well to 10' BLG. We will hand augur and install by hand. We will finish with a flush mount road box and develop for 30 minutes.

- Collect continuous soil samples at One (1) location to 50' BLG.

- Collect ground water samples at Three (3) locations using the SP-16 sampler. We will collect 5 intervals per location.

- We will install Three (3) 1" prepacked piezometers to 12' BLG. Each well will get 10' of prepacked screen. Each well will be finished with a flush mount road box.

- All IDW will be drummed and staged on site.

- This is NOT a prevailing wage site.

Description

$19,249.00

Mobilization

Demobilization

DPT Rig, Crew

Per Diem

Vapor Exrtaction Points

Monitor Wells

Soil Boring ( MC-5 Liners )

Vertical Profile points

Piezometeres

Drums

Chips - As needed

Patch - as needed

$19,249.00

Cruz, Michele

From: Craig Fusaro <cfusaro@geoviewinc.com> Sent: Friday, May 10, 2024 6:00 AM To: McGlone, Douglas; Mike Wightman Subject: RE: Lamar Cleaners, 6430 Pembroke Rd, Miramar

Arcadis Warning: Exercise caution with email messages from external sources such as this message. Always verify the sender and avoid clicking on links or scanning QR codes unless certain of their authenticity.

Good morning, The cost to clear the boring locations will be $900 and an additional $200 for the final ACAD deliverable showing identified utilities. If you need a formal proposal please let me know and thanks for the opportunity.

Kindest Regards, Craig A. Fusaro Geophysicist |Business Development Manager Southeast Florida Branch Manager Boca Raton, Florida Office: 561-430-5296 Cell: 727-479-6338

GeoView, Inc.

St. Petersburg – Jacksonville – Orlando – Boca Raton – Boston Providing geophysical services to geological/geotechnical, infrastructure/utility, environmental, archaeological & marine investigations.

www.geoviewinc.com

From: McGlone, Douglas <Douglas.McGlone@arcadis.com> Sent: Thursday, May 9, 2024 9:59 PM To: Craig Fusaro <cfusaro@geoviewinc.com>; Mike Wightman <mwightman@geoviewinc.com> Subject: RE: Lamar Cleaners, 6430 Pembroke Rd, Miramar

Just boring locations. Thanks for clarifying.

Douglas J. McGlone PG Principal Geologist Arcadis U.S., Inc.

1500 Gateway Blvd., Suite 200 | Boynton Beach, Florida | 33426 | USA M. +1 561.662.7978

SITE LINES PROPOSAL ACCEPTANCE

SIGNATURE PAGE

Site Lines Proposal Number: 01463p Proposal Date: May 7, 2024

Project Site: Lamar Cleaners Site – 6430 Pembroke Road, Miramar, FL

Project Fee: $1,200

Payment Terms: [PAYABLE WITHIN 30-DAYS OF INVOICE]

INVOICE TO:

Client: ARCADIS Address: 1500 Gateway Blvd., Suite 200, Boynton Beach, FL 33426 Attention: Douglas J. McGlone, P.G.

Phone: 561-662-7978 Email: Douglas.McGlone@ARCADIS.com

Special Instructions:

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

FOR [CLIENT] FOR SITE LINES LLC

Signature: Signature:

By: By: William L. Hardy II

Title: Title: President

Date Signed: Date Signed: May 7, 2024

98999Estimate Number

8/6/2024Expiration Date

5/8/2024Created Date

ESTIMATE

Blood Hound 6500 Technology Center Dr.

Suite 200 Indianapolis, IN 46278

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

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

Customer has requested an estimate for the following scope of work:

• Client has requested an estimate to horizontally locate private detectable underground utilities within the Fuchsia outlined area to include the interior of the referenced property. Per customer request; "Can you please provide a quote to locate inside the cleaner’s facility (~1,100 square feet) and surrounding areas shown on the figure attached this week"? "Please include a marked up aerial figure electronic deliverable showing the locations of identified utilities".

Estimate does not include locating public utilities within the public ROW.

A BHUG generated image, which this estimate is based upon, is attached for reference. If incorrect please advise.

Customer has requested approximate depths to be noted on site sketch. Please note that all depths are approximate and can only be verified using vacuum excavation.

· All estimated values are subject to change (+/-) once the technician arrives on site and conducts a proper site assessment. A Not to Exceed amount can be provided upon request, this will increase the estimate.

· Client will only be invoiced for time needed to complete the stated SOW with a two-hour minimum plus trip charge where applicable. Customer is advised if less time onsite is required, invoicing will be reduced to no less than the minimum fee.

Any additional time required on site to complete the task beyond the estimated / minimum time will be invoiced in 15-minute increments of the provided hourly rates, upon customer approval.

· Estimated time onsite does not include time for any site-specific training, escorting or ingress / egress time which if required, shall be an additional billable charge up to and including exceeding the estimate.

· BHUG will attempt to locate public utilities to the best of our ability when requested, with the information provided.

However, not having access to utility records, plans, maps, or utility enclosures may be cause for some utilities to be unaccounted for, therefor it is always the customer responsibility to call 811.

· The performance of BHUG’s services is limited to full and unobstructed access to include but not limited to mechanical rooms, manholes, hand holes, vaults, meter rooms, telecom rooms, fixtures (plumbing, electrical, communication), dispensers, fenced compounds, tanks and structures. It may be necessary to have parked vehicles or machinery moved to allow for a full scan and to access structures. Full cooperation from the on-site personnel is necessary to perform a complete survey.

BHUG SOW

$3,990.00Grand Total douglas.mcglone@arcadis.comEmail

(561) 697-7040Phone

Douglas McGloneName

6430 Pembroke Rd., Miramar, FL, 33023Job Site Location

630 Plaza Drive, Suite 600 Highlands Ranch, CO 80129

US

Billing Address

Arcadis-Boynton Beach, FLCustomer

Product Invoice Description Quantity Sales Price Total Price

Advantage Locate (hourly) EM / GPR Locating (hourly rate) 16.00 $240.00 $3,840.00

Trip Charge Trip Charge 2.00 $75.00 $150.00

Scope of Work

Invoice

Date

12/18/2023

Invoice #

AUS088

Arcadis U.S., Inc.

Attn: Miranda Silano 1705 Metropolitan Boulevard Tallahassee, FL 32308 invoices_us@arcadis.com

P.O. Box 884 Gulf Breeze, FL 32562

(850) 292-6511 ErwinRemediation@gmail.com

Site City

Pembroke Pines

Site Name

Aristocrat Cleaners

Total

Quantity Rate AmountDate Item

1 125.00 125.0012/11/2023 Drum Disp - Non-Haz Groundwater

$125.00

5315 56th Commerce Park Blvd.

Tampa, FL 33610

Phone (813) 413-7760 eWe – Your Partner in Remediation Fax (813) 413-7761

- 2 - EWE-2389

PROPOSAL

8 Hr Mags Testing

Arcadis U.S., Inc.

La Mar

6430 Pembroke Rd Miramar, FL

Please initial and return to the attention of: Thomas Twitmyer – Tomt@ewithe.net

APPROVED ITEM DESCRIPTION RATES UNIT QUANTITY COST

SVE mobile equipment SVE mobile unit $1,500 /job 1 $1,500

Transportation $350 /job 1 $350

Power Supply 55 KW three phase generator $500 /job 1 $500

TOTAL ESTIMATED COSTS $2,350

NOTES:

Estimate valid for 90 days

DATE SERVICES NEEDED: PROPOSAL PREPARED: 3/14/2024

START TIME: ESTIMATED HOURS ON SITE:

PURCHASE ORDER NO.: EWE JOB NO.: EWE -2389

PAYMENT TERMS: Net 30 Days APPROVED COST

BILLING INFORMATION: Officer* Date *Signature Acts as Notice to Proceed at Contract Price

Payment Remitted to: ATTENTION: Mr. Chad Hanna Equipment with Experience, LLC Arcadis U.S., Inc.

5309 56th Commerce Park Blvd 3109 Martin Luther King Blvd, Suite 350 Tampa, FL 33610 Tampa, FL 33607-

Email: Chad.Hanna@arcadis-us.com

Thomas F. Twitmyer, EWE Arcadis U.S., Inc.

mailto:Tomt@ewithe.net