CN-370000-HW683-DC042B.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.

HW683

DC042B February 15, 2025

This Task Assignment authorizes Geosyntec to conduct Site Assessment work activities at Custom Care Cleaners in accordance with Geosyntec scope of work, cost estimate and deliverable schedule received on February 2, 2024

Sarah Aduwa 850-245-8973 Geosyntec

Joshua Udvardy 561-922-1102

ERIC 4064

3350 W Broward Blvd, Ft. Lauderdale, FL 33312

Custom Care Cleaners

$ 90,387.78

$ 90,387.78

Scope of Work

Geosyntec

Todd Kafka

Contract Manager

Todd Kafka, P.G. Digitally signed by Todd Kafka, P.G.

Date: 2024.02.09 09:21:09 -05'00'

Jennifer Farrell

Digitally signed by Jennifer Farrell Date: 2024.02.08 14:47:37 -05'00'

N/A

Task Assignment Notification/Change Order Deliverables and Invoice Schedule Attachment

WC TAFORM

Contract Number:

Task Assignment #:

Deliverables:

Deliverable Deliverable Due Date

Invoice Schedule:

Requirements for Invoice Submittal Amount to be Invoiced

TOTAL COST

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: HW683 Contract Negotiation File Custom Care Cleaners Fort Lauderdale, Florida

ERIC_4064

From: Sarah Aduwa, Project Manager Date: February 6, 2024 Subject: Negotiation Summary

HW683_DC042B

This Task Assignment authorizes Geosyntec to conduct Site activities at Custom Care Cleaners in accordance with Geosyntec scope of work, cost estimate and deliverable schedule received on February 2, 2024. The final cost is $90,387.78 with 301 labor hours.

Geosyntec confirmed on Feb 2, 2024, that Subtask 1 consists of the calculated project management labor, based upon 13% of the direct labor costs in this proposal, and includes fringe, overhead, other direct costs (ODCs) and completion fees.

Subtask 2: This includes costs for private underground utility survey, lithology boring, soil sampling, MAGS, well installations and DPT underground utility survey.

One soil boring (LSB-01) will be installed to approximately 50ft BLS and 6 soil samples taken from it. Soil sampling will be performed at 12 soil boring locations (SB-01 through SB-12) up to 6 samples will be taken from each. 4 MAGS wells will be installed. Geosyntec will observe the collection of DPT groundwater samples at up to 9 locations (DPT-01 through DPT -09).

Subtask 3: Geosyntec personnel will mobilize to the Site to observe monitoring well installations. Two (2) monitoring wells (GMW-01 and GMW-03) will be installed inside the existing building, three (3) exterior water-table monitoring wells (GMW-02, GMW-04 and GMW-05) will be installed to evaluate groundwater quality and one (1) vertical extent monitoring well (GMW-06D).

Subtask 4: This subtask includes costs for a Florida professional land surveyor to survey the newly installed monitoring wells, and Geosyntec will collect groundwater samples. The groundwater samples will be analyzed for VOCs.

Subtasks 5 and 6: Geosyntec will coordinate disposal arrangements for up to 18 drums of non-hazardous IDW (based on driller’s estimate of drum quantities) and prepare a Site Assessment Report (SAR) documenting activities and summarizing analytical results

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Custom Care Cleaners SUBTASK: Multi-Media Sampling

DATE: 2/2/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal T. Kafka 2

Senior Professional S. Wang 12

Project Professional M. Hensley 6

Professional J. Udvardy

Senior Staff Professional T. Tompkins

TOTAL LABOR 120

VEHICLE TYPE RATE UNIT USAGE

Truck Udvardy $480.00 Week 1 $480.00 Truck Tompkins $480.00 Week 1 $480.00 Truck Tompkins $120.00 Day 2 $240.00 Truck Udvardy $120.00 Day 1 $120.00

Subtotal $1,320.00

TOTAL VEHICLE $1,320.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Drilling (Conventional) Environmental Drilling Services, Inc. Soil and DPT sampling, MAGS well installations $12,588.00 $12,588.00

Subtotal $12,588.00

Other GeoTek Services, LLC Utility Locating $750.00 $750.00

Subtotal $750.00

TOTAL SUB $13,338.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES

VOCs (Meth. 8260) - SB Soil 12 borings x 6 samples/boring $73.00 72 $5,256.00 VOCs (Meth. 8260) - LSB Soil 1 boring x 6 samples/boring $73.00 6 $438.00 VOCs (Meth. 8260) - DPT Wate 9 borings x 5 samples/boring $73.00 45 $3,285.00 VOCs (Meth. 8260) - Water SPLP (50% of total soil samples) $73.00 39 $2,847.00 SPLP Extraction all samples due to holding times $45.00 78 $3,510.00 TO-15 - Soil Gas/Ambient 4 MAGs $200.00 4 $800.00

Subtotal $16,136.00 Fast Turnaround Charges Percent

24 Hours 110% $0.00 0 $0.00 3 Days 65% $0.00 0 $0.00 1 Week 20% $0.00 0 $0.00

Subtotal $0.00 Shipping

Large Cooler (25 to 50 lbs) $150.00 4 $600.00 Small Cooler (0 to 25 lbs) $110.00 0 $0.00

Subtotal $600.00

TOTAL LAB $16,736.00

EQUIPMENT ITEM RATE COSTING UNIT USAGE TOTALS

Drilling Related Soil Vapor Sampling Kit $290.00 Day 1 $290.00 Soil Assessment Kit $700.00 Week 1 $700.00

Subtotal $990.00 Analytical Related

$0.00 Encore (or Terra Core) Sampler $16.00 Each 78 $1,248.00

Subtotal $1,248.00 Expendables

$40.00 Day 7 $280.00 Subtotal $280.00

Other GPS $175.00 Day 2 $350.00 Vacuum Gauges $19.00 Day 1 $19.00 Differential Pressure Gauge $18.00 Day 1 $18.00 Regenerative Blower $180.00 Day 1 $180.00 Air Flow Meter $33.00 Day 1 $33.00 Portable Generator $250.00 Day 1 $250.00

Subtotal $850.00

TOTAL EQUIPMENT $3,368.00

Prepare for and conduct teleconference with FDEP to discuss soil, MAGS, and DPT groundwater results (2 hr)

Analytical data import and data management (4 hr); generate soil vapor, DPT groundwater, and soil data tables and exports for GIS use (8 hr)

Preparation of soil, MAGS, and DPT groundwater results figures

Property owner and tenant notification (1 hr). Field preparation (1 hr).

Site Assessment: Mob/demob (1 hr/day x 5 days = 5 hr). Calibration of instruments (1 hr/day x 5 days = 5 hr). Soil, DPT sampling, MAGS well installation (10 hr x 5 days = 50 hrs). Interior layout sketch (2 hr). Field GPS of exterior sample locations (4 hr). Prepare field forms documentation (3 hr).

MAGS Event: MAGS equipment setup (1 hr/well x 4 wells = 4 hrs). MAGS testing with step test (2 hr/well x 4 wells = 8 hr). MAGS data tables and data evaluation (4 hr). Prepare for and conduct teleconference with FDEP to discuss soil, MAGS, and DPT groundwater results (4 hr). Prepare email summary of meeting minutes (1 hr)

Health & Safety Plan and task hazard analysis preparation (3 hr).

Utility Locating: Mark borings, oversee utility locate, and survey utilities including mob (8 hr).

Site Assessment: Mob/demob from Boca (1 hr/day x 5 days = 5 hr). Soil, DPT sampling, MAGS well installation (10 hr x 5 days = 50 hrs). Evaluating and interpreting field data (1 hr/day x 5 days = 5 hr).

IDW: Field preparation (1 hr), IDW management (1 hr), Prepare field package (2 hr).

MAGS Event: Field preparation, including purchasing MAGS supplies and picking up blower (4 hr).

MAGS equipment setup (1 hr/well x 4 wells = 4 hrs). MAGS testing with step test (2 hr/well x 4 wells = 8 hr). IDW management (1 hr). Sample management (1 hr). Compile field notes (1 hr). Prepare draft MAGS, DPT groundwater, soil figures (3 hr). Prepare field deliverable package (3 hr).

2/6/2024 Page 3 of 7 Subtask 2

SUBTASK: Monitoring Well Installations

DATE: 2/2/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Senior Professional

A. Smith 2

Professional

J. Udvardy 9

Senior Staff Professional T. Tompkins

TOTAL LABOR 36

VEHICLE TYPE RATE UNIT USEAGE

Truck Tompkins $120.00 Day 2 $240.00

Subtotal $240.00

TOTAL VEHICLE $240.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Drilling (Conventional)

Earth Tech Drilling MW Installation (6 wells) $9,814.00 $9,814.00

Subtotal $9,814.00

TOTAL SUB $9,814.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Drilling Related

Monitoring Well Installation Kit $325.00 Day 2 $650.00

Subtotal $650.00

Expendables

$40.00 Day 2 $80.00

Subtotal $80.00

TOTAL EQUIPMENT $730.00

Evaluating and interpreting field data

Property owner and tenant notification (1 hr). Evaluating and interpreting field data (3 hr).

Prepare MW installation tables (2). Prepare field deliverable package (3 hr).

Mob/demob (1 hr/day x 2 days = 2 hr). MW installation (10 hr x 2 days = 20 hrs). IDW management (1 hr). Compile field notes (2 hr).

2/6/2024 Page 4 of 7 Subtask 3

SUBTASK: Monitoring Well Surveying and Groundwater Sampling

DATE: 2/2/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal T. Kafka 1

Senior Professional S. Wang 5

Project Professional M. Hensley 4

Professional J. Udvardy 9

Senior Staff Professional T. Tompkins

TOTAL LABOR 46

VEHICLE TYPE RATE UNIT USEAGE

Truck Tompkins $120.00 Day 3 $360.00 Subtotal $360.00

TOTAL VEHICLE $360.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Surveying SurvTech Solutions, Inc. Survey of monitoring wells (6) $3,360.00 $3,360.00

Subtotal $3,360.00

TOTAL SUB $3,360.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES

VOCs (8260) - Water (MW) $73.00 6 $438.00 TCLP VOCs by GC/MS (IDW Soil) 1311/8260 $210.00 1 $210.00 TCLP Metals (IDW Soil) 1311/6010/6020/74 $135.00 1 $135.00 TCLP VOCs by GC/MS (IDW Aqueous1311/8260 $205.00 1 $205.00 TCLP Metals (IDW Aqueous) 1311/6010/6020/74 $130.00 1 $130.00

Subtotal $1,118.00 Fast Turnaround Charges Percent

24 Hours 110% $0.00 0 $0.00 3 Days 65% $0.00 0 $0.00 1 Week 20% $0.00 0 $0.00

Subtotal $0.00 Shipping

Large Cooler (25 to 50 lbs) $150.00 1 $150.00 Small Cooler (0 to 25 lbs) $110.00 1 $110.00

Subtotal $260.00

TOTAL LAB $1,378.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Analytical Related Groundwater Sampling Kit $290.00 Day 2 $580.00 Water Level Meter $25.00 Day 0 $0.00 YSI 556 MPS $105.00 Day 0 $0.00

Subtotal $580.00 IDW Related

Drums $100.00 Drum 2 $200.00 Subtotal $200.00

Expendables $40.00 Day 3 $120.00

Subtotal $120.00

TOTAL EQUIPMENT $900.00

Evaluating and interpreting field data

Analytical data import and data management (3 hr); generate MW results/parameter tables (2 hr

Prepare monitoring well results figure (2 hr) and GW elevation contour map (2 hr)

Property owner and tenant notification (1 hr). Evaluating and interpreting field data (3 hr).

Prepare field deliverable package (3 hr). Monitoring well results draft figure generation (2 hr).

MW Survey: Mob/demob from Boca Raton (1 hr). Oversee monitoring well survey (6 hr).

GW Sampling: Mob/demob (1 hr/day x 2 days = 2 hr). instrument calibration (1 hr/day x 2 days = 2 hr). Sampling 6 monitoring wells @ 1.5hrs each (9 hr). IDW sampling and management (2.5 hr). Sample management/shipping (2 hr). Compile field notes (2 hr).

2/6/2024 Page 5 of 7 Subtask 4

SUBTASK: IDW Management

DATE: 2/2/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Professional J. Udvardy 3

TOTAL LABOR 3

SUBCONTRACTOR COSTS

NAME PURPOSE COST

IDW

Erwin Remediation Drum Pickup and Disposal (non-hazardous, non-PFAS) $2,115.00 $2,115.00

Subtotal $2,115.00

TOTAL SUB $2,115.00

Characterization and waste profile for transport and disposal of drums (2 hr). Prepare and sign IDW manifest (1 hr).

2/6/2024 Page 6 of 7 Subtask 5

SUBTASK: Site Assessment Report

DATE: 2/2/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal

T. Kafka 2

Senior Professional

A. Smith 4

Project Professional

M. Hensley 12

Professional

J. Udvardy 40

S. Darling

TOTAL LABOR 60

Report formatting and PDF compilation

Develop recommendations and path forward; PG certification

Site Assessment Report

SAR figure preparation (including a well survey, and cross section)

SAR preparation

2/6/2024 Page 7 of 7 Subtask 6

12802 Tampa Oaks Blvd, Suite 151 Tampa, Florida 33637

PH 813.558.0990

www.geosyntec.com

2 February 2024

Ms. Sarah Aduwa Florida Department of Environmental Protection Waste Site Cleanup Section 2600 Blair Stone Road, MS 4500 Tallahassee, Florida 32399-2400

Subject: Scope of Work and Level of Effort – Site Assessment Custom Care Cleaners 3350 West Broward Boulevard

Fort Lauderdale, Florida 33312 FDEP Site ID No. ERIC_4064

Dear Ms. Aduwa, Geosyntec Consultants, Inc. (Geosyntec) has prepared this Scope of Work and Level of Effort (LOE) for site assessment activities at the Custom Care Cleaners site (Site) located in Fort Lauderdale, Florida (ERIC_4064). Geosyntec prepared this LOE based on Geosyntec’s 30 November 2023 Site Assessment Work Plan (SAWP). A description of task breakdown for Site assessment field activities and report preparation is provided below.

SUBCONTRACTOR EVALUATION

Geosyntec obtained three bids from licensed and qualified utility locating, drilling, and investigation derived waste (IDW) transportation and disposal firms; a cost comparison is provided in Attachment A. Geosyntec recommends the following subcontractors based on lowest cost among the qualified bidders:

Underground utility locating – GeoTek Services, LLC

Soil sampling, Modified Active Gas Sampling (MAGS) installation, and direct push technology (DPT) groundwater sampling – Environmental Drilling Service, Inc. (5 total field days)

Monitoring well (MW) installation – Earth Tech Drilling, Inc. (2 total field days)

IDW transportation and disposal – Erwin Remediation, Inc. (three bids were requested but only one updated quote was received)

MW Surveying – SurvTech Solutions, Inc.

Ms. Sarah Aduwa 2 February 2024

Copies of the bids from each subcontractor are included in Attachment B.

Subtask 1 – Project Management

Subtask 2 – Multi-Media Sampling (Soil, DPT groundwater, soil vapor)

Subtask 2 includes labor for field preparation and preparation of a Site Health and Safety Plan (HASP). Geosyntec personnel will mobilize to the Site to observe the first phase of site assessment activities, which includes a private underground utility survey, lithology boring, soil sampling, MAGS well installations, and DPT groundwater sampling.

Utility locating: Geosyntec will observe utility locating at the Site performed by Geotek Services.

Identified utilities will be mapped by Geosyntec staff using a Global Position System (GPS) unit following the private underground utility survey.

Lithology boring: One soil boring (LSB-01) will be advanced using a DPT drill rig to a depth of approximately 50-feet below land surface (ft BLS) or refusal, whichever is encountered first, to characterize the Site-specific lithology. This data will be used to assist in the selection of soil sampling and DPT groundwater sampling intervals. Based on an assumed depth-to-water (DTW) of 8 to 10 ft BLS, up to six (6) soil samples (0-0.5 ft BLS, 0.5-2 ft BLS, 2-4 ft BLS, 4-6, 6-8, and 8-10 ft BLS or water table) will be collected (six [6] samples total) to assist in assessment to the north of the Site building.

Soil Sampling: Soil sampling will be performed at up to 12 soil boring locations (SB-01 through SB-12), as presented on Figure 4 in the submitted SAWP. Based on an assumed DTW of 8 to 10 ft BLS, up to six (6) soil samples (0-0.5 ft BLS, 0.5-2 ft BLS, 2-4 ft BLS, 4-6, 6-8, and 8-10 ft BLS or water table) will be collected from each of the 12 proposed soil sample locations (72 samples total). Soil samples will be collected by a DPT rig or hand auger. A concrete core drill will be used to access soil under the building slab (concrete) and driveway/parking lot (asphalt).

Samples (including samples from the lithology boring) will be analyzed for the presence of volatile organic compounds (VOCs) via Environmental Protection Agency (EPA) Method 8260 by a National Environmental Laboratory Accreditation Program (NELAP)-accredited, fixed-base laboratory. Soil samples will be field screened with a photoionization detector (PID).

Supplemental soil samples will be collected from each location and depth interval (via Encore or Terra Core samplers) for analysis of VOCs by the synthetic precipitation leaching procedure (SPLP) should VOC concentrations exceed the leachability-based soil cleanup target levels. For budgetary purposes, it is assumed that approximately half of the proposed soil samples will be analyzed by SPLP for VOCs. Exterior soil samples will be surveyed with a GPS and interior sampling locations will be transcribed based on Site features.

MAGS well installation: Four, 2-inch (in.) diameter Schedule 40 polyvinyl chloride (PVC) MAGS wells (MAGS-01 through MAGS-04) will be installed by hand auger to a depth of approximately 6 ft BLS (or 1-ft above the static water level if the depth to groundwater is different than historically observed). Each MAGS well will be installed with one foot of riser and 5-ft of 0.010-

in. slotted well screen extending from approximately 1 to 6 ft BLS, unless the DTW dictates a modification is warranted. A 20/30 grade sand filter pack will be placed from the bottom of the boring to the top of the well screen. The remaining annular space will be grouted to just below the top of casing.

MAGS well testing: Each MAGS well will be tested for a period calculated to remove one, 10 to 15-ft radius of soil vapor volume using a vacuum blower. The vacuum and flow rates used at each MAGS well will be based on the results of a step test at one interior location. The step test will include a minimum of three steps at increasing vacuums to evaluate optimum airflow rates.

Vacuum will be monitored at adjacent MAGS wells at approximate 15-minute intervals, as practical, during MAGS testing. After the completion of the study, the MAGS wells will be left in place, capped, and covered with a flush-mount manhole so that they may be converted into soil vapor extraction (SVE) wells and sampled as necessary in the future.

During testing, soil vapor will be monitored with a PID. Soil vapor samples will be collected at the end of each MAGS test using a batch-certified “clean” Summa canister provided by the analytical laboratory. The soil vapor samples will be sent to a fixed-based laboratory for analysis of VOCs by the TO-15 method.

DPT groundwater sampling: Geosyntec personnel will observe the collection of DPT groundwater samples at up to 9 locations (DPT-01 through DPT-09), as shown on Figure 5 of the SAWP.

Groundwater samples will be collected at 10-ft intervals (i.e., 6 to 10 ft BLS, 16 to 20 ft BLS, 26 to 30 ft BLS, etc.) to an estimated 50 ft BLS (or refusal, whichever comes first), resulting in 5 samples x 9 locations (45 samples). Sampling intervals may be adjusted based on observed depth to water and Site lithology. Groundwater samples submitted to a NELAP-accredited fixed-based laboratory will be analyzed for the presence of VOCs by EPA Method 8260 (full list). No field duplicates will be collected.

Field GPS and Interior Mapping: Exterior sampling locations (e.g., DPT groundwater, soil samples) will be surveyed throughout the week with a field GPS by Geosyntec personnel. Interior sampling locations will be transcribed based on Site features.

Field Deliverable and Draft Summary Figure: Geosyntec has included costs to manage the data generated during this subtask and to develop the following to facilitate discussion with the Florida Department of Environmental Protection (FDEP):

One figure and table to summarize VOC laboratory analytical results from the DPT groundwater samples;

One figure and table to summarize VOC laboratory analytical results from soil samples;

and

One figure and table to summarize VOC laboratory analytical results from MAGS samples.

These data will be provided to the FDEP for evaluation to select the locations of proposed monitoring wells to be installed in Subtask 3 (current proposed locations are illustrated on Figure 6); data gaps will be addressed during Subtask 3, if practical. If fixed-based laboratory analytical results of soil and DPT groundwater samples indicate that additional sampling will be required to complete delineation, Geosyntec will propose additional sampling locations and corresponding depths. The data will be managed in a database.

Subtask 2 activities will be performed by two (2) Geosyntec staff members assuming one (1) day for utility locating and marking the boring locations (one Geosyntec staff), five (5) days for drilling oversight, one (1) day for MAGS well sampling and testing, and close-out tasks at the Site. We have assumed up to 10 hours per day.

Subtask 3 –Monitoring Well Installations

Subtask 3 includes labor for field preparation. Geosyntec personnel will mobilize to the Site to observe monitoring well installations.

Interior monitoring well installation: Two (2) monitoring wells (GMW-01 and GMW-03) will be installed inside the existing building. The monitoring wells will be advanced using either a hand auger or a DPT drill rig following core drilling of the building slab. The monitoring well target depths will be approximately 15 ft BLS. They will be constructed of Schedule 40 PVC with pre-packed screens at approximately 5 to 15 ft BLS.

Exterior Monitoring well installations: Geosyntec personnel will observe the installation of up to three (3) exterior water-table monitoring wells to evaluate groundwater quality. We have assumed the utility survey will be sufficient for siting the proposed monitoring well locations; however, should the spray paint be worn away or if there is any uncertainty in utility locations relative to drilling locations, Geosyntec will submit a WCD or TACO to the FDEP for focused utility locating. Water-table monitoring wells proposed in the SAWP (GMW-01 through GMW-05) will be installed upgradient, cross-gradient, and downgradient of the facility using either a hand auger or DPT drilling method. The wells will be constructed of Schedule 40 PVC pipe with 10 ft of 0.010-in. slotted well screen, filter pack consisting of 20/30 silica sand, and at least a 0.5-ft thick, fine sand (30/65 silica sand) seal. The remaining annular space will be grouted to land surface with

Portland Cement Type I/II and monitoring wells will be completed at the surface with a flush-mount 8-in. manhole and a locking monitoring well cap.

Geosyntec will install one (1) vertical extent monitoring well (GMW-06D) to a depth of up to 50 feet. The wells will be constructed with a 5-ft or 10-ft screen depending upon the lithologic information.

The monitoring wells will be developed until the discharge is relatively sediment-free and sampled no sooner than 24 hours after development.

Field Deliverable: Geosyntec has included costs to manage the data generated during this subtask, which includes one table to summarize monitoring well construction details.

Subtask 3 activities will be performed by one (1) Geosyntec staff member assuming two (2) days for drilling oversight and close-out tasks at the Site. We have assumed up to 10 hours per field day.

Subtask 4 – Monitoring Well Surveying and Groundwater Sampling

Monitoring Well Survey: This subtask includes costs for a Florida professional land surveyor to survey the six (6) newly installed monitoring wells. Cost has been included for Geosyntec to oversee the survey.

Groundwater sampling: Geosyntec personnel will collect groundwater samples from the six (6) Site monitoring wells. DTW measurements will be collected from the monitoring wells to evaluate groundwater flow direction. The monitoring wells will be sampled using a peristaltic pump in general accordance with the FDEP Standard Operating Procedures (SOPs), assuming the DTW and drawdown do not exceed the suction limit of the peristaltic pump. The samples will be stored on ice and shipped to a NELAP-accredited, fixed-based analytical laboratory under chain of custody for analysis under standard turnaround times. The groundwater samples will be analyzed for VOCs by EPA Method 8260.

Subtask 4 activities will be performed by one (1) Geosyntec staff member assuming two (2) days for well sampling, IDW sampling, and close out tasks at the Site. One composite liquid and one composite soil sample will be collected and analyzed for VOCs and metals using the Toxic Characteristic Leaching Procedure (TCLP) for IDW characterization. We have assumed 10 hours per day.

Field Deliverable and Draft Summary Figure: Geosyntec has included costs to generate one figure and table that summarize VOC laboratory analytical results from groundwater monitoring well samples. These data will be provided to the FDEP for evaluation. The deliverable will include the final surveyor report, monitoring well installation field forms, and groundwater sampling forms.

Subtask 5 – IDW Management

IDW Sampling: Geosyntec will review the generation of a waste characterization profile as well as the preparation of IDW manifests. Geosyntec will coordinate disposal arrangements for up to 18 drums of non-hazardous IDW (based on driller’s estimate of drum quantities). Analytical costs are included to establish the soil and groundwater profiles required by the selected waste hauler.

We have assumed field oversight of the drum pickup is not necessary.

For this cost estimate, we have assumed the IDW will not be impacted by PFAS (screening to be performed under separate TA) and Geosyntec will submit a WCD or TACO to the FDEP for any change of scope.

Subtask 6 – Site Assessment Report

Following completion of field activities, Geosyntec will proceed with the preparation and submittal of a Site Assessment Report (SAR) documenting assessment activities and summarizing analytical results. This subtask includes costs to generate a SAR that summarizes the analytical results of the assessment activities outlined above and complies with the requirements of Chapter 62-780.600, FAC. LOE costing includes the following figures:

USGS Site Topographic Map (includes potable wells identified from online sources with addresses/coordinates that can be mapped within only a 0.5-mile radius of the Site)

Site Layout

Site Utility Map

Lithologic Cross Section (1 transect)

Summary of Soil Analytical Results from 0-0.5, 0.5-2, 2-4, 4-6, 6-8, and 8-10 ft BLS intervals until the water table (assuming DTW at 10 ft BLS, 6 figures)

Summary of DPT Groundwater Sampling Analytical Results

Summary of Groundwater Elevations

Summary of Monitoring Well Analytical Results

The SAR will include recommendations for remediation, further assessment, or closure based on the data. The SAR will be signed/sealed by a FL professional geologist or engineer.

Deliverable and Invoicing Schedule:

Subtask Deliverable Deliverable Due Date*

Invoice Amount

2 Field deliverable for Multi-Media Sampling 5/31/2024 $48,476.28

3 Field deliverable for Monitoring Well Installations 8/30/2024 $15,425.19

Field deliverable for Surveyor Report and

Groundwater Sampling 10/31/204 $11,627.72

1, 5, 6 Submittal of Site Assessment Report and IDW

Manifests 1/15/2025 $14,858.59

Total $90,387.78

*Assumes TA is approved by 15 February 2024.

Geosyntec appreciates the opportunity to provide this proposal and cost estimate to you and the FDEP. Please contact us if you have any questions or require additional information.

Sincerely, Joshua Udvardy, P.E.

Engineer

Todd K. Kafka, P.G.

Sr. Principal Hydrogeologist

Attachments:

Figures Table Attachment A – Subcontractor Cost Evaluation Attachment B – Subcontractor Quotes

FIGURES

TABLE

LSB-01 (0.5') 0.5

LSB-01 (2') 2

LSB-01 (4') 4

LSB-01 (6') 6

LSB-01 (8') 8

LSB-01 (10') 10

GSB-01 (0.5') 0.5

GSB-01 (2') 2

GSB-01 (4') 4

GSB-01 (6') 6

GSB-01 (8') 8

GSB-01 (10') 10

GSB-02 (0.5') 0.5

GSB-02 (2') 2

GSB-02 (4') 4

GSB-02 (6') 6

GSB-02 (8') 8

GSB-02 (10') 10

GSB-03 (0.5') 0.5

GSB-03 (2') 2

GSB-03 (4') 4

GSB-03 (6') 6

GSB-03 (8') 8

GSB-03 (10') 10

GSB-04 (0.5') 0.5

GSB-04 (2') 2

GSB-04 (4') 4

GSB-04 (6') 6

GSB-04 (8') 8

GSB-04 (10') 10

GSB-05 (0.5') 0.5

GSB-05 (2') 2

GSB-05 (4') 4

GSB-05 (6') 6

GSB-05 (8') 8

GSB-05 (10') 10

GSB-06 (0.5') 0.5

GSB-06 (2') 2

GSB-06 (4') 4

GSB-06 (6') 6

GSB-06 (8') 8

GSB-06 (10') 10

GSB-07 (0.5') 0.5

GSB-07 (2') 2

GSB-07 (4') 4

GSB-07 (6') 6

GSB-07 (8') 8

GSB-07 (10') 10

GSB-08 (0.5') 0.5

GSB-08 (2') 2

GSB-08 (4') 4

GSB-08 (6') 6

GSB-08 (8') 8

GSB-08 (10') 10

GSB-09 (0.5') 0.5

GSB-09 (2') 2

GSB-09 (4') 4

GSB-09 (6') 6

GSB-09 (8') 8

GSB-09 (10') 10

GSB-04

GSB-05

GSB-06

GSB-07

GSB-09

GSB-08

GSB-03

GSB-02

GSB-01

Inside of the former Custom Care

Cleaners building near historical spot cleaning location

Centrally located inside of the former Custom Care Cleaners building

Inside of the former Custom Care Cleaners building near historical

Tetrachloroethylene machine location

Inside of the former Custom Care Cleaners building near historical floor drain location

LSB-01

Inside of the former Custom Care Cleaners building near historical waste storage location

Inside of the former Custom Care Cleaners building near historical waste storage location

Outside of the former Custom Care Cleaners building near historical rear door location

Outside of the former Custom Care Cleaners building near historical septic tank location

Outside of the former Custom Care Cleaners building near historical lint trap location

Soil HA VOC L-SCTLs

GSB-10 (0.5') 0.5

GSB-10 (2') 2

GSB-10 (4') 4

GSB-10 (6') 6

GSB-10 (8') 8

GSB-10 (10') 10

GSB-11 (0.5') 0.5

GSB-11 (2') 2

GSB-11 (4') 4

GSB-11 (6') 6

GSB-11 (8') 8

GSB-11 (10') 10

GSB-12 (0.5') 0.5

GSB-12 (2') 2

GSB-12 (4') 4

GSB-12 (6') 6

GSB-12 (8') 8

GSB-12 (10') 10

DPT-01 (6-10') 6-10

DPT-01 (16-20') 16-20

DPT-01 (26-30') 26-30

DPT-01 (36-40') 36-40

DPT-01 (46-50') 46-50

DPT-02 (6-10') 6-10

DPT-02 (16-20') 16-20

DPT-02 (26-30') 26-30

DPT-02 (36-40') 36-40

DPT-02 (46-50') 46-50

DPT-03 (6-10') 6-10

DPT-03 (16-20') 16-20

DPT-03 (26-30') 26-30

DPT-03 (36-40') 36-40

DPT-03 (46-50') 46-50

DPT-04 (6-10') 6-10

DPT-04 (16-20') 16-20

DPT-04 (26-30') 26-30

DPT-04 (36-40') 36-40

DPT-04 (46-50') 46-50

DPT-05 (6-10') 6-10

DPT-05 (16-20') 16-20

DPT-05 (26-30') 26-30

DPT-05 (36-40') 36-40

DPT-05 (46-50') 46-50

DPT-06 (6-10') 6-10

DPT-06 (16-20') 16-20

DPT-06 (26-30') 26-30

DPT-06 (36-40') 36-40

DPT-06 (46-50') 46-50

DPT-07 (6-10') 6-10

DPT-07 (16-20') 16-20

DPT-07 (26-30') 26-30

DPT-07 (36-40') 36-40

DPT-07 (46-50') 46-50

DPT-08 (6-10') 6-10

DPT-08 (16-20') 16-20

DPT-08 (26-30') 26-30

DPT-08 (36-40') 36-40

DPT-08 (46-50') 46-50

DPT-09 (6-10') 6-10

DPT-09 (16-20') 16-20

DPT-09 (26-30') 26-30

DPT-09 (36-40') 36-40

DPT-09 (46-50') 46-50

DPT-01

DPT-03

DPT-02 East of former drycleaning building

DPT-05

DPT-04

North of former drycleaning building

South of former drycleaning building and near septic tank/possible septic tank piping

South of former drycleaning building and near possible soakage pit location

DPT-08 Along southern Site boundary

DPT-09

East of former drycleaning building and near historical Tetrachloroethylene machine location

DPT-06 Along northern Site boundary

DPT-07 Along northern Site boundary

GSB-10

Centrally located inside of the former

Custom Care Cleaners building

GSB-11

Centrally located inside of the former

Custom Care Cleaners building

GSB-12

Centrally located inside of the former

Custom Care Cleaners building

Along southern Site boundary

Groundwater Grab VOC GCTLs

Soil HA VOC L-SCTLs

GMW-01 GMW-01 3-13

Centrally located inside of the former

Custom Care Cleaners building

GMW-02 GMW-02 3-13

Inside of the former Custom Care Cleaners building near historical drycleaning machine location

GMW-03 GMW-03 3-13

Inside of the former Custom Care

Cleaners building near historical floor drain location

GMW-04 GMW-04 3-13

Outside of the former Custom Care Cleaners building near historical rear door location

GMW-05 GMW-05 3-13

Outside of the former Custom Care

Cleaners near historical sample location

GMW-06D GMW-06D 40-50

Outside of the former Custom Care

Cleaners near historical sample location

Composite IDW-1 Soil Waste Characterization NA

Composite IDW-2 Water Waste Characterization NA

1. ft BLS indicates feet below land surface.

2. GSB indicates soil boring.

3. HA indicates hand auger.

4. VOCs indicates volatile organic carbons.

5. L-SCTLs indicates leachability-based soil cleanup target levels.

6. DPT indicates direct-push technology.

7. GCTL indicates groundwater cleanup target levels.

8. GMW indicates monitoring well.

9. IDW indicates investigation derived waste.

10. NA indicates not applicable.

11. * indicates soil sample intervals may be adjusted based on encountered water table.

Groundwater Peristaltic

Pump VOC GCTLs

Drilling, decon, purge water

Soil Cuttings

ATTACHMENT A

SUBCONTRACTOR COST

EVALUATION

U n d er g ro u n d U ti lit y L o ca te

C om pa ny

G eo

T ek

S er vi ce s P ro S ca n

G eo

V ie w

T ot al Q u ot e $7

.0

$1

,4

.0

$1 ,4

.0

D ri lli n g

S u b ta sk

M u lt i-

M ed ia S am p lin g

C om pa ny

E nv ir on m en ta l D ri lli ng

S er vi ce

E ar th T ec h

D ri lli ng

P re fe rr ed D ri lli ng S ol ut io ns

T ot al Q u ot e $1

2, .0

$1

8, .0

$1

9, 0.

T ot al N o.

D ay s

D ri lli n g

M W

In st al la ti o n s)

C om pa ny

E ar th T ec h

D ri lli ng

P re fe rr ed D ri lli ng S ol ut io ns

E nv ir on m en ta l D ri lli ng

S er vi ce

T ot al Q u ot e $9

,8

.0

$1 3, .0

$1 4, 8.

T ot al N o.

D ay s

S u rv ey

C om pa ny

S ur vT ec h S ol ut io ns

T ot al Q u ot e $3

,3

.0

In ve st ig at io n D er iv ed W as te

ID

W

T ra n sp o rt at io n a n d

D is p o sa l C o st s

N o n -H az ar d o u s

C om pa ny

E rw in R em ed ia tio n R ep ub lic S er vi ce s

U S

E co lo gy

T ot al Q u ot e $2

,1

.0

$2 ,7

.9

N o U pd at ed B id

N o

B id

A ss u m e s n o n -h a za rd o u s w a st e th a t h a s n o t b e e n s a m p le d fo r p e r-a n d p o ly flu o ro a lk yl s u b st a n ce s.

Jo b

D et a ils

ID

W T ra ns po rt at io n an d D is po sa l, U p to s ol id a nd li qu id n on -h az ar do us d ru m s

F D

E P

S it e

ID

N o

. E R

IC

_4

C u s to m C ar e

C le a n er s, F o rt L au d er d al e, F lo ri d a

S u b co n tr ac to r C o st

E va lu at io n

Jo b

D et a ils

S ca n a pp ro xi m at e ly lo ca tio ns in si de a nd o ut si de th e S ite b ui ld in g.

Jo b

D et a ils

S ur ve y

M on ito ri ng w el ls

ATTACHMENT B

SUBCONTRACTOR QUOTES

GeoTek Services, LLC

30 November 2023

To: Josh Udvardy Geosyntec Consultants, Inc.

900 Broken Sound Parkway NW, Suite 200 Boca Raton, Florida 33487

From: GeoTek Services, LLC 4060 Sparrow Hawk Road

Melbourne, Florida 32934

RE: Scanning Services – Custom Care Cleaners, Ft. Lauderdale, Florida

Mr. Udvardy, GeoTek Services is pleased to respond to your request for scanning services at

Custom Care Cleaners located in Ft. Lauderdale, Florida. We will scan up to 25 bore locations as shown in your PDF drawing with the goal of locating underground utilities and structures. We can only scan the easily accessible open areas for underground objects. Note that we cannot scan beneath fixed objects such as landscaping, fencing, buildings or obstructions. We will scan as close as reasonably possible to fixed objects such as structures, brush, fences, etc. Our deliverable will be marking paint and/or flags indicating the location of potential underground objects. We will also submit a report of our findings. It is the client’s responsibility to protect and preserve all markings.

We will use both Electromagnetic Induction instruments as well as Ground Penetrating Radar (GPR) to detect objects below the surface. Due to the nature of sub-surface detection and the physical laws governing radio wave propagation, some buried objects may not be detectable due to depth, obscuration, or a weak radar signature. GeoTek Services will use industry standard best practices to locate sub-surface objects, however some objects may not be detectable. Geotek Services does not guarantee that all underground objects can be found. GeoTek Services assumes no liability for any damages.

We request access to any as-built site plans of the scan areas prior to rendering services. Our estimate for this project is $750.00. No out-of-pocket expenses are expected for this project. This quote is valid for sixty days.

Best Regards, Martin (Bud) Connor GeoTek Services, LLC

4060 Sparrow Hawk Road Melbourne, FL 32934-8525 info@GeoTekServices.com 321.473.7498

Company Name: Geosyntec Date: 12/11/23

Attention: Joshua Email Address: judvardy@geosyntec.com

Job Address: 3350 W. Broward Blvd Fort Luaderdale Phone: 954-922-1102

This quote was prepared by the following information given by customer

Scope of Work:

Use ground penetrating radar and electromagdntic induction to locate all utitlties for (25) 10’x10’ areas specified by customer prior to direct push on interior/exterior of building. Also.

Locate any sepctic tanks and drainage fields.

Fourteen Hundred Dollars

$1,400

Notes:

1. This is an estimate. This price was given assuming there will be continuous work flow. Any obstruction to work flow resulting in stand by time may affect final price.

2. All areas must be marked out prior to technician’s arrival.

3. All framing, tracking, roofing material, debris, etc. must be removed prior to arrival.

4. Ladder, Scaffolding or lift must be provided for areas 12’+ in height.

5. Pro Scan is not responsible for any engineering, shoring or feasibility of job.

6. Customer is responsible for all Layouts, permitting and inspections.

7. Protection of building and its contents will be provided by others along with any pedestrian safety, others personal, barricades and coordination with building.

8. 3 hour minimum rate applies to GPR services and Cutting Services for each visit.

9. Hourly rate will apply for any standby time.

10. Pro Scan will not be responsible for the removing of markings.

11. Cancel: $200 will be charged if customers cancels within 12 hours of scheduled work.

12. Basic reports are free of charge but must be requested prior to scheduling.

13. Utility mapping will be subject to an additional fee and must be requested prior to scheduling.

14. Estimate was given based on information provided by customer. Any changes on site such as additional areas, larger areas, core size, slab thickness may affect final price.

Disclaimer:

Using the most advance technology in Ground Penetrating Radar, along with our extensively trained staff, Pro Scan Subsurface Imaging will strive to give our customers the best results possible. However, Ground Penetrating Radar does have limitations in congested areas, moisture content, material types, conductive and non-conductive utilities and is subjective to human interpretation which could lead to errors. Pro Scan Subsurface Imaging disclaims all warranties and will not be liable for any damages as a result by the work performed for either Ground Penetrating Radar or Concrete Cutting Services. Pro Scan will not be held liable for any loss or damage arising out the use of, or reliance of the report or mapping provided. This disclaimer covers the name company and is meant to be continuous for all jobs and locations.

Company___________________________________________________________________

Accounting Email: ___________________________________________________________

Phone#: (_______) _____________________ Fax # :(__________) __________________

Billing Address _____________________________________________________________

City: _________________________ St: ____________________ Zip: ______________

PAYMENT TERMS = NET 30 DAYS

I have read this proposal in its entirety and accept its terms

SIGNATURE: ___________________________ PRINT: _______________________

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: 12/4/23 FAC ID#: ERIC_4064

Unit Unit Rate Number of Units

Extended Price whole day $2,100.00 6 12,600.00$ half day $1,600.00 -$ per foot $25.00 28 700.00$ each $115.00 -$ each $50.00 -$ each $35.00 -$ per well $125.00 4 500.00$ roundtrip $950.00 1 950.00$ per crew / per night $575.00 4 2,300.00$ each $70.00 13 910.00$ per day $150.00 5 750.00$ each $0.00 -$ lump sum $350.00 1 350.00$ per day $100.00 6 600.00$ per day $100.00 2 200.00$

TOTAL QUOTE PRICE $19,860.00

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: 12/4/23

Decon pad, decon all down hole tooling with steam cleaner

PDS to supply concrete core drill w/ 6" bit

3350 W Broward Blvd, Fort Lauderdale, Broward County, FL

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

Well Riser (includes all materials) ID 1"

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

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

2" Well Install (includes all materials)

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

(4) 2" x up to 7' MAGs wells with up to 5' .010 screen, installed via hand auger, drum cuttings, pad and 4" manhole

Drum cuttings, development water, and decon fluids

(3) DPT borings to the water table (estimated at up to 8'), drum cuttings, grout and restore grade

Site Name and Location: Custom Care Cleaners

Consultant Name: Geosyntec Consultants

PROPOSED SCOPE OF WORK:

(1) DPT boring to 50' (or refusal), drum cuttings, grout and restore grade

(9) Hand auger borings to the water table (estimated at up to 8'), convert (4) to MAGS wells, drum cuttings, grout and restore grade

Event 1

(9) DPT borings to 50' (or refusal), grab groundwater sampling at up to (5) intervals per boring, drum soil & water, grout and restore grade

Days to Complete Scope of Work: 6

Direct Push Daily Rate 1 - on-site day

Equipment Type: Geoprobe 8040DT, Geoprobe 3230DT, 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

Steam Cleaner

Decon Pad

Concrete Core Drill with 6" core bit

DOT Approved 55-gal Drum

Per Diem

Mobilization

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

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

Permits

EARTH TECH DRILLING

2703 NW 19TH STREET, POMPANO BEACH, FL 33069

954.974.2424 FAX:954.974.2423

Date: 11/30/2023

FAC ID#:

PROPOSED SCOPE OF WORK:

Decon Pit - Drum Soil & Water

Unit Unit Rate Number of Units

Extended Price

Equipment Type: DPT Track Rig

Direct Push Daily Rate 1 - on-site day whole day $1,650.00 2 $3,300.00

Direct Push Half-Day Rate 1 - on-site half day half day $0.00

2" Well Installation w/ Augers per foot $29.00 26 $754.00

Auger Attachment, 4" Surface Casing each $0.00

Pre-Packed PVC Well Screen (includes all materials) 5' Length Pack OD ___1"____ each $100.00 8 $800.00

Slotted PVC Well Screen (includes all materials) 5' Length Pack OD ___1"____ each $40.00 11 $440.00

Well Riser (includes all materials) ID ___1"___ 5' Length each $0.00

Well Completion (includes 30 Min Dev. 4"/8" BD & locking well cap) per well $245.00 6 $1,470.00

Mobilization daily roundtrip $450.00 2 $900.00

Per Diem per crew / per night $0.00

DOT Approved 55-gal Drum (As Needed) each $80.00 6 $480.00

Permits 2 (Well) each $85.00 1 $85.00

Permits 2 (Well) each $60.00 5 $300.00

Concrete Coring each $95.00 3 $285.00

420M Dolly Rig Upcharge lump Sum $500.00 1 $500.00

Decon / Decon Pit lump Sum $500.00 1 $500.00

Water Samples each $65.00 0 $0.00

TOTAL QUOTE PRICE $9,814.00

Notes:

Project No.: ___________________________

Subcontract Company Name: EARTH TECH DRILLING. Inc.

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

Signature and Title of Person Submitting Quote: Charles Bucher Date: 11/30/2023

Days to Complete Scope of Work: 2 Days

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

Contractor Name: Geosyntec - Joshua Udvardy - 561 922-1102

Site Name: Custom Care Cleaners - 3350 W Broward Blvd. - Fort Lauderdale, FL 33312

(HAND CLEAR ALL LOCATIONS TO 5' OR REFUSAL)

(3) Indoor MW 1" x 13' w/ 10' Pre-Pack Screen & 4" BD Completion - Concrete Cores - Installed with 420M Dolly Rig w/ DPT Rods

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.

(1) Outdoor MW 1" x 50' w/ 10' Pre-Pack Screen & 8" BD Completion - Installed w/ DPT Rods

(2) Outdoor MW 2" x 13' w/ 10' .010" Screen & 8" BD Completion - Installed w/ Augers

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

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: 1/24/24 FAC ID#: ERIC_4064

Unit Unit Rate Number of Units

Extended Price whole day $2,100.00 2 4,200.00$ half day $1,600.00 -$ per foot $25.00 76 1,900.00$ each $115.00 6 690.00$ each $50.00 -$ each $35.00 3 105.00$ per well $125.00 6 750.00$ roundtrip $950.00 1 950.00$ per crew / per night $575.00 2 1,150.00$ each $70.00 14 980.00$ per day $100.00 -$ each $600.00 1 600.00$ lump sum $350.00 1 350.00$ per day $100.00 2 200.00$ lump sum $1,500.00 1 1,500.00$

TOTAL QUOTE PRICE $13,375.00

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: 1/24/24

3350 W Broward Blvd, Fort Lauderdale, Broward County, FL

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

Well Riser (includes all materials) ID 1"

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

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

2" Well Install (includes all materials)

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

Decon pad, decon all down hole tooling with steam cleaner

PDS to supply skid loader to assist in movement of materials and tooling, drum staging

Drum cuttings, development water, and decon fluids

Site Name and Location: Custom Care Cleaners

Consultant Name: Geosyntec Consultants

PROPOSED SCOPE OF WORK:

(3) 1" x 13' MW's with 10' .010 prepacked screen, installed via hand auger, soil sampling as needed, drum soil & water, pad and 8" manhole

(1) 2" x 50' MW's with 10' .010 screen, installed via HSA, soil sampling as needed, drum soil & water, pad and 8" manhole

Event 2

(2) 2" x 13' MW's with 10' .010 screen, installed via HSA, soil sampling as needed, drum soil & water, pad and 8" manhole

Days to Complete Scope of Work: 2

Direct Push Daily Rate 1 - on-site day

Equipment Type: Geoprobe 8040DT, Geoprobe 3230DT

Steam Cleaner

Decon Pad

Skid Loader

DOT Approved 55-gal Drum

Per Diem

Mobilization

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

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

Permits

SurvTech Solutions, Inc.

10220 U.S. Highway 92 East Phone: 813-621-4929 Tampa, Florida 33610 Fax: 813-621-7194 Web: www.survtechsolutions.com Email: Sales@survtechsolutions.com

Thursday, November 30, 2023

Joshua Udvardy GeoSyntec Consultants 900 Broken Sound Parkway NW, Suite 200, Boca Raton, FL 33487

RE: Proposal for Services for Custom Care Cleaners Monitoring Wells located at 3350 W Broward Blvd, Fort Lauderdale, FL, 33312-1115; Folio No.: N/A; Estimate No.: 231844;

Project No.: N/A

Dear Joshua;

SurvTech Solutions, Inc. is pleased to submit the following information for your consideration in selecting a firm to perform the necessary services, as noted above. We feel that you will find SurvTech Solutions, Inc. is well qualified to accomplish all services set forth in the request for proposal. Our outstanding staff of professional, technical, and support personnel has extensive and varied qualifications.

The lump-sum cost for the project will be $3,360.00, with an estimated time frame of 28 days from notice to proceed. Please see attached scope of work for a detailed breakdown of costs and services. If a quicker schedule is needed, please contact us, and we will try to accommodate your schedule.

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

Respectfully submitted, SurvTech Solutions, Inc.

Florida Licensed Business No. 7340

Matthew S. Brooks PSM, LS, PLS V.P. of Contracts Management

Tampa, Florida 33610 Fax: 813-621-7194 Web: www.survtechsolutions.com Email: Sales@survtechsolutions.com

PROPOSAL 231844

Monitoring Wells Survey

See Scope of Services Below

$3,360.00

TOTAL $3,360.00

Scope of Services

Standards of Practice:

1. All Surveying and Mapping will be performed per “The Florida Standards of Practice for Surveying and Mapping” and signed and sealed by a Florida Licensed Surveyor and Mapper.

Geodesy & Datums

1. Survey project data will be on the following coordinate system(s) and datum(s):

Horizontal datum (x, y; easting, northing)

SPC NAD1983, Florida East zone state plane coordinates

Vertical datum (z; elevation)