CN-370000-HW683-DC053A.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

DC053A Completion May 23, 2025

This Task Assignment authorizes Geosyntec to conduct Site Assessment activities at Jack Sheehans Drive-in Cleaners (#2) site in accordance with Geosyntec scope of work, cost estimate and schedule received on June 17, 2024.

Sarah Aduwa 850-245-8973 Contractor Contractor

Contractor Contractor

Contractor Contractor

Contractor

Geosyntec

Geosyntec

Tori Hood 225-955-1864

ERIC 5221

831 Belvedere Road Fort Lauderdale, Florida 33405

Jack Sheehan's Drive-In Cleaners #2

✔ $ 113,584.40

$ 113,584.40

Scope of Work

Todd Kafka

Contract Manager

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

Date: 2024.09.18 10:17:54 -04'00'

Teresa Booeshaghi

Teresa Booeshaghi Digitally signed by Teresa Booeshaghi Date: 2024.09.18 09:23:26 -04'00'

9/18/2024

N/A

Task Assignment Notification/Change Order Deliverables and Invoice Schedule Attachment

WCP TAFORM 04-2017

Contract Number:

Task Assignment #:

Deliverables:

Deliverable Deliverable Due Date

Invoice Schedule:

Requirements for Invoice Submittal Amount to be Invoiced

TOTAL COST

Subtask 2 - Field deliverable for Multi-Media Sampling 01/24/2025

Subtask 3 - Field deliverable for Monitoring Well Installations, Surveying, and Groundwater Sampling 03/07/2025

Subtask 1, 4, 5 - Submittal of Site Assessment Report and IDW Manifests 04/25/2025

Subtask 2 - Field deliverable for Multi-Media Sampling $ 73,459.75

Subtask 3 - Field deliverable for Monitoring Well Installations, Surveying, and Groundwater Sampling $ 24,467.14

Subtask 1, 4, 5 - Submittal of Site Assessment Report and IDW Manifests $ 15,657.51

$ 113,584.40

HW683

DC053A

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 Jack Sheehan’s Drive-In Cleaners (#2) Fort Lauderdale, Florida

ERIC_5221

From: Sarah Aduwa, Project Manager Date: June 20, 2024 Subject: Negotiation Summary

HW683_DC053A

This Task Assignment authorizes Geosyntec to conduct Site Assessment activities at Jack Sheehans Drive-in Cleaners (#2) site in accordance with Geosyntec scope of work, cost estimate and schedule received on June 17, 2024.

Subtask 2 - 4 – This includes labor and subcontractor costs for underground utility locating, soil sampling, modified active gas sampling installation, direct push technology groundwater sampling, monitoring well installation, IDW transportation and disposal and surveying

Subtask 5 – 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.

The FDEP Project Manager agrees to the scope of work and final cost associated with this Task Assignment. The final cost is $113,584.40 with 430 labor hours.

FDEP COST ESTI MATEContractor: Geosyntec Consultants

Date: 6/26/2024

Task #: Pending SubTask 1 Project Management SubTask 6

Site: Jack Sheehan #2 SubTask 2 Multi-Media Sampling SubTask 7

Activity/Phase: Site Assessment SubTask 3 MW Installations, Surveying, Sampling SubTask 8

Project Manager: Tori Hood SubTask 4 IDW Mgmt SubTask 9

SubTask 5 Site Assessment Report SubTask 10

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

$40.63 Project Manager T. Hood 49 48.7 $97.11 Principal T. Kafka 8 5 1 0 2 0 0 0 0 0 $68.03 Senior Professional S. Wang 16 10 6 0 0 0 0 0 0 0 $54.57 Project Professional M. Hensley 22 10 6 0 6 0 0 0 0 0 $40.63 Senior Staff Professiona T. Hood 170 106 11 3 50 0 0 0 0 0 $31.73 Senior Staff Professiona T. Tompkins 163 114 46 3 0 0 0 0 0 0 $36.54 Administrative Assistant S. Darling 2 0 0 0 2 0 0 0 0 0

Total Hours 430 49 245 70 6 60 0 0 0 0 0

Direct Labor $17,196.42 $1,978.35 $9,635.55 $2,739.22 $217.08 $2,626.22 $0.00 $0.00 $0.00 $0.00 $0.00

Overhead 172.70% $29,698.21 $3,416.61 $16,640.59 $4,730.63 $374.90 $4,535.48 $0.00 $0.00 $0.00 $0.00 $0.00 Gen & Admin 0.00% $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fringe 0.00% $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Labor $46,894.63 $5,394.96 $26,276.14 $7,469.85 $591.98 $7,161.70 $0.00 $0.00 $0.00 $0.00 $0.00

Cost Estimate Page 1 of 6 Cost Estimate

FDEP COST ESTI MATEContractor: Geosyntec Consultants

Date: 6/26/2024

Task #: Pending SubTask 1 Project Management SubTask 6

Site: Jack Sheehan #2 SubTask 2 Multi-Media Sampling SubTask 7

Activity/Phase: Site Assessment SubTask 3 MW Installations, Surveying, Sampling SubTask 8

Project Manager: Tori Hood SubTask 4 IDW Mgmt SubTask 9

SubTask 5 Site Assessment Report SubTask 10

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

Vehicle Rental $2,640.00 $1,560.00 $960.00 $120.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mileage Costs $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Air Fare $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Per diem + Hotel $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Travel $2,640.00 $1,560.00 $960.00 $120.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

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

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

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

Subcontractor (Services Procurement) Drilling (Conventional) $26,275.00 $17,500.00 $8,775.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Drilling (Non-conventional) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mobile Laboratory $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Surveying $2,618.00 $0.00 $2,618.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

IDW $940.00 $0.00 $0.00 $940.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Utilities $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

$750.00 $750.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor Subtotal $30,583.00 $18,250.00 $11,393.00 $940.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Handling Fee $3,058.30 $1,825.00 $1,139.30 $94.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $33,641.30 $20,075.00 $12,532.30 $1,034.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Laboratory Analytical Costs $17,968.00 $16,850.00 $1,118.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fast Turnaround Charges $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Sample Shipping $1,310.00 $1,200.00 $110.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Laboratory $19,278.00 $18,050.00 $1,228.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Field Expenses Personal Protection $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Expendables $560.00 $320.00 $200.00 $40.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Drilling related) $2,495.00 $1,845.00 $650.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Analytical related) $1,936.00 $1,356.00 $580.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (IDW related) $100.00 $0.00 $100.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Other) $1,350.00 $1,350.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Field Expenses $6,441.00 $4,871.00 $1,530.00 $40.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subtotal $108,894.93 $5,394.96 $70,832.14 $23,720.15 $1,785.98 $7,161.70 $0.00 $0.00 $0.00 $0.00 $0.00 Completion Fee $4,689.47 $539.50 $2,627.61 $746.99 $59.20 $716.17 $0.00 $0.00 $0.00 $0.00 $0.00

Total Estimated Cost $113,584.40 $5,934.46 $73,459.75 $24,467.14 $1,845.18 $7,877.87 $0.00 $0.00 $0.00 $0.00 $0.00

Cost from Prior CEF: Manual Entry Cost from Delta CEF; Manual Entry

Cost (Prior + Delta): $0.00 Auto-Calculated Rounding Error: $113,584.40 Auto-Calculated

Final Total Cost: $113,584.40 Auto-Calculated

Cost Estimate Page 2 of 6 Cost Estimate

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Jack Sheehan #2 SUBTASK 2: Multi-Media Sampling

DATE: 6/26/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal T. Kafka 5

Senior Professional S. Wang 10

Project Professional M. Hensley 10

Senior Staff Professional T. Hood

Staff Professional T. Tompkins

TOTAL LABOR 245

VEHICLE TYPE RATE UNIT USEAGE

Truck T. Tompkins $480.00 Week 1 $480.00 Truck T. Hood $480.00 Week 1 $480.00 Truck T. Hood $120.00 Day 2 $240.00 Truck T. Tompkins $120.00 Day 3 $360.00

Subtotal $1,560.00

TOTAL VEHICLE $1,560.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Drilling (Conventional)

JAEE $17,500.00 $17,500.00

$0.00 $0.00 Subtotal $17,500.00

Other GeoTek Services, LLC Utility Locate $750.00 $750.00

$0.00 $0.00 Subtotal $750.00

TOTAL SUB $18,250.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

VOCs - SB Soil 11 bornings x 5 intervals $110.00 55 0 $6,050.00 VOCs - LSB Soil 1 boring x 5 intervals $110.00 5 0 $550.00 VOCs - DPT Water 8 borings x 5 intervals $110.00 40 0 $4,400.00 SPLP Prep SPLP (50% of total soil samples) $45.00 30 0 $1,350.00 VOCs - SPLP SPLP (50% of total soil samples) $110.00 30 0 $3,300.00 TO-15 6 Vapor Samples $200.00 6 0 $1,200.00

Subtotal $16,850.00 Shipping

Large Cooler (25 to 50 lbs) $150.00 8 $1,200.00 Small Cooler (0 to 25 lbs) $110.00 0 $0.00

Subtotal $1,200.00

TOTAL LAB $18,050.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Drilling Related

Soil Sampling Kit (Through Concrete) $940.00 Week 1 $940.00 MW Installation Kit $325.00 Day 1 $325.00 Soil Vapor Sampling Kit $290.00 Day 2 $580.00

Subtotal $1,845.00 Analytical Related

$33.00 Day 12 $396.00 Encore Sampler $16.00 Each 60 $960.00

Subtotal $1,356.00 Expendables

$40.00 Day 8 $320.00 Subtotal $320.00

Other GPS $175.00 Day 2 $350.00 Vacuum Gauges $19.00 Day 2 $38.00 Differential Pressure Gauge $18.00 Day 2 $36.00 Regenerative Blower $180.00 Day 2 $360.00 Air Flow Meter $33.00 Day 2 $66.00 Portable Generator $250.00 Day 2 $500.00

Subtotal $1,350.00

TOTAL EQUIPMENT $4,871.00

Air Sampling Summa Canister (6 canisters x 2 days each)

Soil and DPT Sampling, MAGS Well Installation

Evaluating and interpreting field data (0.5 hr/day x 6 days = 3 hr). 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 (6 hr)

Preparation of soil (5), MAGS (1), and DPT groundwater results (1) figures

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

Site Assessment: Mobe/demobe (1 hr/day x 6 days = 6 hr). Calibration of instruments (0.5 hr/day x 6 days = 3 hr). Soil, DPT sampling, MAGS well installation (10 hr x 6 days = 60 hrs). Interior layout sketch (2 hr).

Field GPS of exterior sample locations (4 hr). Prepare field forms documentation (2 hr).

MAGS Event: Field preparation (1 hr); Mobe/demobe (1 hr), MAGS equipment setup (0.5 hr/well x 6 wells = 3 hrs). MAGS testing with step test (2 hr/well x 6 wells = 12 hr). MAGS equipment breakdown (2 hrs).

MAGS data tables and data evaluation (4 hr).

Prepare draft MAGS, DPT groundwater, soil figures (3 hr). Prepare field deliverable package (3 hr). Prepare for and conduct teleconference with FDEP to discuss soil, MAGS, and DPT groundwater results (3 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 mobe (8 hr).

Site Assessment: Field preparation (1 hr), Mobe/demobe from Boca (1 hr/day x 6 days = 6 hr). Soil, DPT sampling, MAGS well installation & interior MW installation (10 hr x 6 days = 60 hrs). IDW management (1 hr) MAGS Event: Field preparation, including purchasing MAGS supplies and picking up blower from Tampa (8 hr rd trip) (10 hr). Mobe/demobe (1 hr). MAGS equipment setup (0.5 hr/well x 6 wells = 3 hrs). MAGS testing with step test (2 hr/well x 6 wells = 12 hr). MAGS equipment breakdown (2 hrs); Compile field notes

6/26/2024 Page 3 of 6 Subtask 2

SUBTASK 3: MW Installations, Surveying, Sampling

DATE: 6/26/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal T. Kafka 1

Senior Professional S. Wang 6

Project Professional M. Hensley 6

Senior Staff Professional T. Hood

Staff Professional T. Tompkins

TOTAL LABOR 70

VEHICLE TYPE RATE UNIT USEAGE

Truck T. Tompkins $480.00 week 2 $960.00 Subtotal $960.00

TOTAL VEHICLE $960.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Drilling (Conventional) Earth Tech Drilling MW Installation $8,775.00 $8,775.00

$0.00 $0.00 Subtotal $8,775.00

Surveying Kugelmann Land Surveying, Inc. $2,618.00 $2,618.00

Subtotal $2,618.00

TOTAL SUB $11,393.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

VOCs - Water (8260) $73.00 6 0 $438.00 TCLP VOCs by GC/MS (IDW Soil) 1311/8260 $210.00 1 0 $210.00 TCLP Metals (IDW Soil) 1311/6010/6020/7470 $135.00 1 0 $135.00 TCLP VOCs by GC/MS (IDW Aqueou 1311/8260 $205.00 1 0 $205.00 TCLP Metals (IDW Aqueous) 1311/6010/6020/7470 $130.00 1 0 $130.00

Subtotal $1,118.00 Shipping

Large Cooler (25 to 50 lbs) $150.00 $0.00 Small Cooler (0 to 25 lbs) $110.00 1 $110.00

Subtotal $110.00

TOTAL LAB $1,228.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Drilling Related

Monitoring Well Installation Kit $325.00 Day 2 $650.00 Subtotal $650.00

Analytical Related Groundwater Sampling Kit $290.00 Day 2 $580.00

Subtotal $580.00 IDW Related

Drum $100.00 Drum 1 $100.00 Subtotal $100.00

Expendables $40.00 Day 5 $200.00

Subtotal $200.00

TOTAL EQUIPMENT $1,530.00

Data evaluation and interpretation

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

Prepare updated site figure with final MW locations, monitoring well results figure, GW elevation contour map

Property owner and tenant notification (1 hr). Evaluating and interpreting field data (2 hr). Prepare 4 tables (MW construction, VOH data, GW quality, GW elevation) (4). Draft groundwater elevation contour map (1 hr). Prepare field deliverable package (3 hr).

MW installation: Field prep (1 hr); mobe/demobe (1 hr/day x 2 days = 2 hr). (10 hr x 2 days = 20 hrs). Compile field notes (2 hr). GW Sampling: mobe/demobe (1 hr/day x 2 days = 2 hr). Instrument calibration (0.5 hr/day x 2 days = 1 hr). Sampling 6 monitoring wells @ 1.5hrs each (9 hr). GW sample management (1 hr). IDW sampling (1 hr). Compile field notes (1 hr).

MW Survey: Mobe/demobe (1 hr). Oversee monitoring well survey (5 hr).

6/26/2024 Page 4 of 6 Subtask 3

SUBTASK 4: IDW Mgmt

DATE: 6/26/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Senior Staff Professional T. Hood 3

Staff Professional T. Tompkins 3

TOTAL LABOR 6

VEHICLE TYPE RATE UNIT USEAGE

Truck T. Tompkins $120.00 Day 1 $120.00 Subtotal $120.00

TOTAL VEHICLE $120.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

IDW

Erwin Remediation T&D Liquid IDW (non-hazardous) $125.00 4 $500.00 $500.00 T&D Solid IDW (non-hazardous) $110.00 4 $440.00 $440.00

Subtotal $940.00

TOTAL SUB $940.00

LABORATORY COSTS

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Expendables

$40.00 Day 1 $40.00 Subtotal $40.00

TOTAL EQUIPMENT $40.00

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

Mobe/demobe (1 hr). Oversee IDW pickup (2 hr).

6/26/2024 Page 5 of 6 Subtask 4

SUBTASK 5: Site Assessment Report

DATE: 6/26/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal T. Kafka 2

Project Professional M. Hensley 6

Senior Staff Professional T. Hood 50

Administrative Assistant S. Darling 2

TOTAL LABOR 60

VEHICLE TYPE RATE UNIT USEAGE

TOTAL VEHICLE $0.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

TOTAL SUB $0.00

LABORATORY COSTS

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

TOTAL EQUIPMENT $0.00

Report formating and PDF compilation

Develop recommendations and path forward; PG certification

SAR final figure preparation (including geologic cross section)

SAR preparation

6/26/2024 Page 6 of 6 Subtask 5

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

PH 561.995.0990

www.geosyntec.com

26 June 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 Jack Sheehan’s Drive-In Cleaners #2 831 Belvedere Road

Fort Lauderdale, Florida 33405 FDEP Site ID No. ERIC_5221

Dear Ms. Aduwa, Geosyntec Consultants, Inc. (Geosyntec) has prepared this Scope of Work and Level of Effort (LOE) for site assessment activities at the Jack Sheehan’s Drive-In Cleaner’s #2 site (Site) located in West Palm Beach, Florida (ERIC_5221). Geosyntec prepared this LOE based on Geosyntec’s 31 May 2024 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 – JAEE Environmental Service, Inc. (6 total field days)

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

• IDW transportation and disposal – Erwin Remediation, Inc.

• MW Surveying – Kugelmann Land Surveying, Inc.

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

Subtask 1 – Project Management

Tori Hood (Boca Raton) will be the Geosyntec Project Manager. Her labor hours are directly computed.

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

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, sampling, and testing; DPT groundwater sampling; and installation of the interior monitoring wells.

Health and Safety: Subtask 2 includes labor for field preparation and preparation of a Site Health and Safety Plan (HASP) and associated task hazard analyses.

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 BLS, up to five (5) soil samples (0-0.5 ft BLS, 0.5-2 ft BLS, 2-4 ft BLS, 4-6, and 6-8 ft BLS or water table) will be collected (five [5] samples total) to assist in assessment.

Soil Sampling: Soil sampling will be performed at up to 11 soil boring locations (SB001 through SB011), as presented on Figure 3 in the submitted SAWP. Based on an assumed DTW of 8 ft BLS, up to five (5) soil samples (0-0.5 ft BLS, 0.5-2 ft BLS, 2-4 ft BLS, 4-6, and 6-8 ft BLS or water table) will be collected from each of the 11 proposed soil sample locations (55 samples total).

Soil samples will be collected by a DPT rig or hand auger and field screened with a photoionization detector (PID). 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. 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 (30) will be analyzed by SPLP for VOCs.

MAGS well installation: Six, 2-inch (in.) diameter Schedule 40 polyvinyl chloride (PVC) MAGS wells (MAGS01 through MAGS06) will be installed by hand auger to a depth of approximately 8 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 from 7 to 8 ft BLS and 7-ft of 0.010-in. slotted well screen extending from approximately 1 to 7 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 test duration is expected to be approximately 1 hour. 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 8 locations (DPT001 through DPT008), as shown on Figure 3 of the SAWP.

Groundwater samples will be collected at 10-ft intervals below the water table (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 8 locations (40 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.

Interior monitoring well installation: Two (2) monitoring wells (MW001 and MW002) 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 to the extent practicable (e.g., hand augering, if necessary, may not achieve this target depth depending upon subsurface conditions). The wells will be constructed of Schedule 40 PVC with pre-packed screens at approximately 5 to 15 ft BLS.

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 using as-builts 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 3); 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), six (6) days for drilling oversight, one (1) day for MAGS well sampling and testing, and close-out tasks at the Site by two Geosyntec staff. We have assumed up to 10 hours per day not including local round trip mobilization.

Subtask 3 – Exterior Monitoring Well Installations, Monitoring Well Surveying and Groundwater Sampling

Geosyntec personnel will mobilize to the Site to conduct the following.

Exterior Monitoring well installations: Once the final monitoring well strategy has been established with FDEP, Geosyntec will re-mobilize to the Site to 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 (MW002, MW004, and MW005S) will be installed upgradient, cross-gradient, and downgradient of the facility using DPT. 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 (MW005D) to a depth of up to 50 feet. The well 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.

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.

IDW Sampling: 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.

Subtask 3 activities will be performed by one (1) Geosyntec staff member assuming two (2) days for drilling oversight and two (2) days for well sampling, IDW sampling, and one (1) day for surveying oversight and close out tasks at the Site. We have assumed up to 10 hours per field day not including round trip mobilizations.

Field Deliverable and Draft Summary Figure: Geosyntec has included costs to generate 3 figures (final site map, groundwater results figure, groundwater elevation contour figure) and tables that summarize VOC laboratory analytical results from groundwater monitoring well samples, the water quality parameter data, monitoring well construction tables, and groundwater elevation data.

The deliverable will include the final surveyor report, monitoring well installation field forms, and groundwater sampling forms.

Subtask 4 – IDW Management 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. Due to the quantity of drums anticipated, we have assumed field oversight of the drum pickup is 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 5 – 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)

• USGS Site Topographic Map

• Potable Well Survey

• 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, and 6-8 ft BLS intervals until the water table (assuming DTW at 8 ft BLS, 5 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 9/25/24 $73,459.75

Field deliverable for Monitoring Well

Installations, Surveying, and Groundwater Sampling

11/7/24 $24,467.14

1, 4, 5 Submittal of Site Assessment Report and IDW

Manifests 12/20/24 $15,657.51

Total $113,584.40

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, Tori Hood Senior Staff Professional

Todd K. Kafka, P.G.

Sr. Principal Hydrogeologist

Attachments:

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

FIGURES AND TABLE 1

Location ID Sample ID Matrix Approximate

Depth (ft BLS)

Sampling Method Rationale Criteria

SB001-YYYYMMDD-0-0.5 0.5

SB001-YYYYMMDD-0.5-2 2

SB001-YYYYMMDD-2-4 4

SB001-YYYYMMDD-4-6 6

SB001-YYYYMMDD-6-8 8

SB002-YYYYMMDD-0-0.5 0.5

SB002-YYYYMMDD-0.5-2 2

SB002-YYYYMMDD-2-4 4

SB002-YYYYMMDD-4-6 6

SB002-YYYYMMDD-6-8 8

SB003-YYYYMMDD-0-0.5 0.5

SB003-YYYYMMDD-0.5-2 2

SB003-YYYYMMDD-2-4 4

SB003-YYYYMMDD-4-6 6

SB003-YYYYMMDD-6-8 8

SB004-YYYYMMDD-0-0.5 0.5

SB004-YYYYMMDD-0.5-2 2

SB004-YYYYMMDD-2-4 4

SB004-YYYYMMDD-4-6 6

SB004-YYYYMMDD-6-8 8

SB005-YYYYMMDD-0-0.5 0.5

SB005-YYYYMMDD-0.5-2 2

SB005-YYYYMMDD-2-4 4

SB005-YYYYMMDD-4-6 6

SB005-YYYYMMDD-6-8 8

SB006-YYYYMMDD-0-0.5 0.5

SB006-YYYYMMDD-0.5-2 2

SB006-YYYYMMDD-2-4 4

SB006-YYYYMMDD-4-6 6

SB006-YYYYMMDD-6-8 8

SB007-YYYYMMDD-0-0.5 0.5

SB007-YYYYMMDD-0.5-2 2

SB007-YYYYMMDD-2-4 4

SB007-YYYYMMDD-4-6 6

SB007-YYYYMMDD-6-8 8

SB008-YYYYMMDD-0-0.5 0.5

SB008-YYYYMMDD-0.5-2 2

SB008-YYYYMMDD-2-4 4

SB008-YYYYMMDD-4-6 6

SB008-YYYYMMDD-6-8 8

SB009-YYYYMMDD-0-0.5 0.5

SB009-YYYYMMDD-0.5-2 2

SB009-YYYYMMDD-2-4 4

SB009-YYYYMMDD-4-6 6

SB009-YYYYMMDD-6-8 8

SB010-YYYYMMDD-0-0.5 0.5

SB010-YYYYMMDD-0.5-2 2

SB010-YYYYMMDD-2-4 4

SB010-YYYYMMDD-4-6 6

SB010-YYYYMMDD-6-8 8

SB011-YYYYMMDD-0-0.5 0.5

SB011-YYYYMMDD-0.5-2 2

SB011-YYYYMMDD-2-4 4

SB011-YYYYMMDD-4-6 6

SB011-YYYYMMDD-6-8 8

LSB001-YYYYMMDD-0-0.5 0.5

LSB001-YYYYMMDD-0.5-2 2

LSB001-YYYYMMDD-2-4 4

LSB001-YYYYMMDD-4-6 6

LSB001-YYYYMMDD-6-8 8

SB010

SB011

East of possible UST for former boiler room

Footprint of former boiler room

SB009

East of former drycleaning machine and south of former boiler room

Soil HA

SB004

SB005

SB006

SB007

SB008

Directly east of the former drycleaning machine

South of floor drain, southeast of former drycleaning machine

Southeast of former dry cleaning machines in parking lot for delineation

South of drycleaning machines

Between former petroleum transfer machine and old washer area

LSB001

Southeast of former dry cleaning machines in parking lot for delineation

TABLE 1: SAMPLING LOCATIONS, MATRICES, ANALYTES, RATIONALE, AND CRITERIA

Soil Sampling (12 locations, 60 samples)

Jack Sheehan's Drive-In Cleaners #2 (ERIC_5221)

SB003

SB002

SB001

VOC L-SCTLs

Footprint of former petroleum transfer machines

Footprint of former dry cleaning machine

Southeast of the former dry cleaning machine

Depth (ft BLS)

Sampling Method Rationale Criteria

TABLE 1: SAMPLING LOCATIONS, MATRICES, ANALYTES, RATIONALE, AND CRITERIA

Jack Sheehan's Drive-In Cleaners #2 (ERIC_5221)

DPT001-YYYYMMDD-6-10 6-10

DPT001-YYYYMMDD-16-20 16-20

DPT001-YYYYMMDD-26-30 26-30

DPT001-YYYYMMDD-36-40 36-40

DPT001-YYYYMMDD-46-50 46-50

DPT002-YYYYMMDD-6-10 6-10

DPT002-YYYYMMDD-16-20 16-20

DPT002-YYYYMMDD-26-30 26-30

DPT002-YYYYMMDD-36-40 36-40

DPT002-YYYYMMDD-46-50 46-50

DPT003-YYYYMMDD-6-10 6-10

DPT003-YYYYMMDD-16-20 16-20

DPT003-YYYYMMDD-26-30 26-30

DPT003-YYYYMMDD-36-40 36-40

DPT003-YYYYMMDD-46-50 46-50

DPT004-YYYYMMDD-6-10 6-10

DPT004-YYYYMMDD-16-20 16-20

DPT004-YYYYMMDD-26-30 26-30

DPT004-YYYYMMDD-36-40 36-40

DPT004-YYYYMMDD-46-50 46-50

DPT005-YYYYMMDD-6-10 6-10

DPT005-YYYYMMDD-16-20 16-20

DPT005-YYYYMMDD-26-30 26-30

DPT005-YYYYMMDD-36-40 36-40

DPT005-YYYYMMDD-46-50 46-50

DPT006-YYYYMMDD-6-10 6-10

DPT006-YYYYMMDD-16-20 16-20

DPT006-YYYYMMDD-26-30 26-30

DPT006-YYYYMMDD-36-40 36-40

DPT006-YYYYMMDD-46-50 46-50

DPT007-YYYYMMDD-6-10 6-10

DPT007-YYYYMMDD-16-20 16-20

DPT007-YYYYMMDD-26-30 26-30

DPT007-YYYYMMDD-36-40 36-40

DPT007-YYYYMMDD-46-50 46-50

DPT008-YYYYMMDD-6-10 6-10

DPT008-YYYYMMDD-16-20 16-20

DPT008-YYYYMMDD-26-30 26-30

DPT008-YYYYMMDD-36-40 36-40

DPT008-YYYYMMDD-46-50 46-50

East and southeast of former drycleaning machines and south of former boiler room

DPT005

South of Site building for delineation

Southeast of former dry cleaning machines, estimated groundwater flow direction towards east-southeast

Southeast of former dry cleaning machines, estimated groundwater flow direction towards east southeast

DPT001

Groundwater Grab

DPT003

DPT002 East of possible UST for former boiler

DPT008

DPT006

North of Site building for delineationDPT007

East of former dry cleaning machines and former boiler room in parking lot for delineation

DPT004

East of former dry cleaning machines in parking lot for delineation

DPT Groundwater Sampling (40 samples)

VOC GCTLs

Depth (ft BLS)

Sampling Method Rationale Criteria

TABLE 1: SAMPLING LOCATIONS, MATRICES, ANALYTES, RATIONALE, AND CRITERIA

Jack Sheehan's Drive-In Cleaners #2 (ERIC_5221)

MW001 MW001-YYYYMMDD 5-15 Directly east of the former drycleaning machine

MW002 MW002-YYYYMMDD 5-15 East of former boiler room

MW003 MW003-YYYYMMDD 55-60

Directly between the former petroleum tranfer macnines and the old washer area

MW004 MW004-YYYYMMDD 5-15

Southeast of former dry cleaning machines, estimated groundwater flow direction towards east-southeast

MW005S MW005S-YYYYMMDD 5-15

East of former drycleaning machine and south of former boiler room

MW005D MW005D-YYYYMMDD 45-50

East of former drycleaning machine and south of former boiler room

MAGS001 MAGS001-YYYYMMDD 2-8 Footprint of former petroleum transfer machines

MAGS002 MAGS002-YYYYMMDD 2-8 Footprint of former dry cleaning machine

MAGS003 MAGS003-YYYYMMDD 2-8 Southeast of the former dry cleaning machine

MAGS004 MAGS004-YYYYMMDD 2-8

East of former drycleaning machine and south of former boiler room

MAGS005 MAGS005-YYYYMMDD 2-8 Footprint of former boiler room

MAGS006 MAGS006-YYYYMMDD 2-8 East of possible UST for former boiler room

Drum Number Sample ID Matrix Rationale Criteria Composite IDW-1 Soil Waste Characterization NA

Composite IDW-2 Water Waste Characterization NA Notes:

1. ft BLS indicates feet below land surface.

2. SB indicates soil boring.

3. LSB indicates lithology soil boring.

4. MAGS indicates modified active gas sampling.

5. VMP indicated vapor monitoring point.

6. HA indicates hand auger.

7. VOCs indicates volatile organic carbons.

8. PFAS indicated per- and polyfluoroalkyl substances.

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

10. DPT indicates direct-push technology.

11. GCTL indicates groundwater cleanup target levels.

12. MW indicates monitoring well.

13. IDW indicates investigation derived waste.

14. NA indicates not applicable.

MAGS Wells (6 samples)

TO-15Vapor

Groundwater Peristaltic Pump VOC GCTLs

Monitoring Wells (6 samples)

Drilling, decon, purge water

Soil Cuttings IDW Source

Investigation Derived Waste Sample

ATTACHMENT A

SUBCONTRACTOR COST

EVALUATION

Underground Utility Locate

Company Site Lines GeoTek Bloodhound

Total Quote No Bid $750.00 $1,995.00

Direct Push Technoloy (DPT) Drilling - Multi-Media Sampling Company JAEE Earth Tech Drilling EDS

Total Quote $17,500.00 $19,810.00 No Bid Total No. Days 6 5 -

MW Installation Company JAEE Earth Tech Drilling EDS

Total Quote $11,425.00 $8,775.00 No Bid Total No. Days 3 2 -

Investigation Derrived Waste (IDW) Transportation and Disposal Costs - Non-Hazardous

Company Erwin Remediaiton EnviroServe Hulls Environmental

Liquid IDW Cost $496.00 $320.00 $1,000.00

Solid IDW Cost $440.00 $320.00 $1,000.00

Additional Charges N/A $450.00 $100.00

Asumes non-hazardous waste that has not been sampled for per- and polyfluoroalkyl substances.

FDEP Site ID No. ERIC_5221 Jack Sheehan's Drive-In Cleaners #2, West Palm Beach, Florida

Subcontractor Cost Evaluation

Job Details - Scan up to 20 locations inside and outside the Site building.

ATTACHMENT B

SUBCONTRACTOR QUOTES

DRILLER QUOTES

EARTH TECH DRILLING

2703 NW 19TH STREET, POMPANO BEACH, FL 33069

954.974.2424 FAX:954.974.2423

Date: 5/28/2024

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 $1,700.00 5 $8,500.00 Direct Push Half-Day Rate 1 - on-site half day half day $0.00 2" MAG Well Installation each $325.00 6 $1,950.00 Auger Attachment, 4" Surface Casing each $0.00 Pre-Packed PVC Well Screen (includes all materials) 5' Length Pack OD ___1"____ each $0.00 Slotted PVC Well Screen (includes all materials) 5' Length Pack OD ___1"____ each $0.00 Well Riser (includes all materials) ID ___1"___ 5' Length each $0.00 Well Completion (includes 30 Min Dev. 8" B-D MH & locking well cap) per well $225.00 6 $1,350.00

Mobilization daily roundtrip $500.00 5 $2,500.00 Per Diem per crew / per night $0.00 DOT Approved 55-gal Drum (As Needed) each $80.00 7 $560.00 Permits 2 (Well) each $60.00 0 $0.00 Concrete Coring each $125.00 10 $1,250.00 420M Dolly Rig Upcharge lump Sum $1,100.00 1 $1,100.00 Water Samples each $65.00 40 $2,600.00

TOTAL QUOTE PRICE $19,810.00

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: 5/28/2024

Days to Complete Scope of Work: 5 Days

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

Contractor Name: Geosyntec - Torie Tompkins - 561 886-3206

Site Name: Jack Sheehan's Cleaners - 1510 Lake Ave. - West Palm Beach, FL

(HAND CLEAR ALL LOCATIONS TO 5' OR REFUSAL)

(1) Soil Boring to ~70' (OR REFUSAL) - Abandon Borehole & Patch

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.

(8) Water Sample Borings to 50' with samples every 10' (Approx. 5 Samples per boring) - Abandon Borehole & Patch

(6) MAG 2" x 7' w/ 6' .020" Screen & 8" BD Completion - (3 wells Indoors - Concrete Coring)

(9) Soil Boring to ~8' - Abandon Borehole & Patch

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

EARTH TECH DRILLING

2703 NW 19TH STREET, POMPANO BEACH, FL 33069

954.974.2424 FAX:954.974.2423

Date: 5/28/2024

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 $1,700.00 2 $3,400.00 Direct Push Half-Day Rate 1 - on-site half day half day $0.00 Auger Attachment, 2" Well Installation per foot $0.00 Auger Attachment, 4" Surface Casing each $0.00 Pre-Packed PVC Well Screen (includes all materials) 5' Length Pack OD ___1"____ each $100.00 11 $1,100.00 Slotted PVC Well Screen (includes all materials) 5' Length Pack OD ___1"____ each $0.00 Well Riser (includes all materials) ID ___1"___ 5' Length each $40.00 14 $560.00 Well Completion (includes 30 Min Dev. 8" B-D MH & locking well cap) per well $225.00 6 $1,350.00

Mobilization daily roundtrip $500.00 2 $1,000.00 Per Diem per crew / per night $0.00 DOT Approved 55-gal Drum (As Needed) each $80.00 4 $320.00 Permits 2 (Well) each $60.00 2 $120.00 Concrete Coring (2 Indoor Locations) each $125.00 3 $375.00 420M Dolly Rig Upcharge lump Sum $550.00 1 $550.00 Water Samples each $65.00 0 $0.00

TOTAL QUOTE PRICE $8,775.00

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: 5/28/2024

Days to Complete Scope of Work: 2 Days

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

Contractor Name: Geosyntec - Torie Tompkins - 561 886-3206

Site Name: Jack Sheehan's Cleaners - 1510 Lake Ave. - West Palm Beach, FL

(HAND CLEAR ALL LOCATIONS TO 5' OR REFUSAL)

(1) MW 1" x 50' w/ 5' Pre-Pack Screen & 8" BD Completion

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.

(5) MW 1" x 15' w/ 10' Pre-Pack Screen & 8" BD Completion - (2 wells Indoors - Concrete Coring)

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

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UTILITY LOCATE QUOTES

GeoTek Services, LLC

24 May 2024

To: Tori Hood

Geosyntec Consultants, Inc.

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

From: GeoTek Services, LLC 4060 Sparrow Hawk Road

Melbourne, Florida 32934

RE: Utility Locating Services – Jack Sheehan #2, WPB, Florida

Ms. Hood, GeoTek Services is pleased to respond to your request for Utility Locating services at Jack Sheehan #2 located in West Palm Beach, Florida. We will scan up to 8,000 sq.ft. with the goal of locating underground utilities. We can only scan the easily accessible open areas for utilities. Note that we cannot scan beneath fixed objects such as vehicles, structures, obstructions. We will scan as close as reasonably possible to fixed objects such as curbs, landscaping, or obstructions, etc. Our deliverable will be marking paint or flags indicating the horizontal location of potential underground utilities.

It is the client’s responsibility to protect and preserve all marks.

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. We also request all grassy areas to be mowed prior to scanning. Our fixed price quote for this effort 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

99869Estimate Number

8/26/2024Expiration Date

5/28/2024Created 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 detectable underground utilities within a 5-10' radius of multiple proposed soil bores, both interior and exterior, in areas as shown on the provided exhibit and as directed on site. To also include time for Hand Held Concrete Scanning (GPR) to determine what may be within the slab of the interior locations.

· The estimate portion for concrete scanning includes horizontally locating detectable under surface utilities and anomalies including, conduit, post tension, rebar, and wire mesh.

· Real time adjustments will be made on site to maximize signal…