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

DC036B Completion June 28, 2024

This Task Assignment authorizes Geosyntec to conduct Site Assessment Activities at Jack Sheehan's Drive- in Cleaners in accordance with the Geosyntec scope of work, cost estimate, and schedule received on June 29, 2023.

Brittany Plyler 850-245-8851 Contractor Contractor

Contractor Contractor

Contractor Contractor

Contractor

Geosyntec

Geosyntec

Tori Hood 225-955-1864

ERIC_5123

1501 S. Lake Avenue West Palm Beach, Florida 33401

Jack Sheehan’s Drive-in Cleaners

✔ $ 92,383.83

$ 92,383.83

Scope of Work

Todd Kafka

Contract Manager

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

Date: 2023.06.30 13:01:33 -04'00'

Jennifer Farrell

Digitally signed by Jennifer Farrell Date: 2023.06.30 12:54:15 -04'00'

N/A

Murphy_SL Highlight

Murphy_SL Highlight

Murphy_SL Highlight

Murphy_SL Highlight

Murphy_SL Highlight

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 and Monitoring Well Installations 10/31/2023

Subtask 3: Field deliverable for final surveyor report and groundwater sampling 01/31/2024

Subtask 1, 4, 5: Submittal of Site Assessment Report and IDW Manifests;PM 03/29/2024

Subtask 2: Submittal and FDEP approval of the Field deliverable for Multi-Media Sampling and Monitoring Well Installations $ 71,760.23

Subtask 3: Submittal and FDEP approval of the Field deliverable for final surveyor report and groundwater sampling $ 6,495.41

Subtask 1, 4, 5: Submittal and FDEP approval of the Site Assessment Report and IDW Manifests;PM $ 14,128.19

$ 92,383.83

HW683

DC036B

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 Drive- in Cleaners Palm Beach County, Florida

ERIC_5123

From: Brittany Plyler, Project Manager Date: June 30, 2023 Subject: Negotiation Summary

HW683_DC036b

This Task Assignment authorizes Geosyntec to conduct Site Assessment Activities at Jack Sheehan's Drive- in Cleaners in accordance with the Geosyntec scope of work, cost estimate, and schedule received on June 29, 2023.

Geosyntec confirmed on June 29, 2023, 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 subtask includes cost for a private underground utility survey, one lithology boring (LSB001), soil sampling, Modified Active Gas Sampling (MAGS) well installation and sampling, direct push technology (DPT) groundwater sampling, and monitoring well installation.

Soil sampling will be performed at up to 15 locations (SB001 through SB015), Four MAGS wells (MAGS001 through MAGS004) will be installed, and DPT groundwater samples at up to eight (8) locations (DPT001 through DPT008). Two monitoring wells (MW004 and MW005) will be installed inside the building, and six (6) exterior monitoring wells.

Subtask 3: This subtask includes costs for a Florida professional land surveyor to survey the eight (8) newly installed monitoring wells. Geosyntec personnel will collect groundwater samples from the 8 Site monitoring wells. The groundwater samples will be analyzed for VOCs.

Subtask 4: Geosyntec will coordinate disposal arrangements for up to 8 drums of non-hazardous IDW.

Subtask 5: Following completion of field activities, Geosyntec will proceed with the preparation and submittal of a Site Assessment Report complies with the requirements of Chapter

62-780.600, FAC.

The FDEP Project Manager confirmed site access on June 30, 2023. The FDEP Project Manager agrees to the scope of work and final cost associated with this Task Assignment. The final cost is $92,383.83 with 375 labor hours.

Printed on recycled paper.

FDEP COST ESTIMATEContractor: Geosyntec Consultants

Date: 6/29/2023

Task #: Pending SubTask 1 Project Management SubTask 6

Site: SubTask 2 Multi-Media Sampling & MW Install SubTask 7

Activity/Phase: Site Assessment SubTask 3 GW Sampling, and Surveying SubTask 8

Project Manager: Tori Hood SubTask 4 IDW Management SubTask 9

SubTask 5 Site Assessment Report SubTask 10

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

$36.54 Project Manager T. Hood 47 46.9 $86.54 Principal T. Kafka 5 2 1 0 2 0 0 0 0 0

$0.00 Principal 0 0 0 0 0 0 0 0 0 0 $0.00 Senior Consultant 0 0 0 0 0 0 0 0 0 0 $0.00 Senior Consultant 0 0 0 0 0 0 0 0 0 0

$59.13 Senior Professional A. Smith 21 12 5 0 4 0 0 0 0 0 $0.00 Senior Professional 0 0 0 0 0 0 0 0 0 0 $0.00 Senior Professional 0 0 0 0 0 0 0 0 0 0

$48.56 Project Professional M. Hensley 19 9 4 0 6 0 0 0 0 0 $0.00 Project Professional 0 0 0 0 0 0 0 0 0 0

$42.31 Professional B. McBath 82 82 0 0 0 0 0 0 0 0 $0.00 Professional 0 0 0 0 0 0 0 0 0 0 $0.00 Professional 0 0 0 0 0 0 0 0 0 0 $0.00 Senior Staff Professional 0 0 0 0 0 0 0 0 0 $0.00 Senior Staff Professional 0 0 0 0 0 0 0 0 0 0

$36.54 Senior Staff Professiona T. Hood 170 118 9 3 40 0 0 0 0 0 $0.00 Senior Staff Professional 0 0 0 0 0 0 0 0 0 0

$28.84 Staff Professional T. Tompkins 29 0 27 2 0 0 0 0 0 0 $0.00 Staff Professional 0 0 0 0 0 0 0 0 0 0 $0.00 Senior Engineering Technician 0 0 0 0 0 0 0 0 0 0 $0.00 Site Manager 0 0 0 0 0 0 0 0 0 0 $0.00 Designer 0 0 0 0 0 0 0 0 0 0 $0.00 Drafter/CADD Operator 0 0 0 0 0 0 0 0 0

$33.65 Administrative Assistant S. Darling 2 0 0 0 2 0 0 0 0 0 $0.00 Clerical 0 0 0 0 0 0 0 0 0 0 $0.00 Intern 0 0 0 0 0 0 0 0 0 0

Total Hours 375 47 223 46 5 54 0 0 0 0 0

Direct Labor $14,895.60 $1,713.65 $9,100.82 $1,683.97 $167.30 $2,229.86 $0.00 $0.00 $0.00 $0.00 $0.00

Overhead 172.70% $25,724.71 $2,959.47 $15,717.12 $2,908.22 $288.93 $3,850.97 $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 $40,620.31 $4,673.12 $24,817.94 $4,592.19 $456.23 $6,080.83 $0.00 $0.00 $0.00 $0.00 $0.00

Jack Sheehan's Drive-In Cleaners

Cost Estimate Page 1 of 6 Cost Estimate

FDEP COST ESTIMATEContractor: Geosyntec Consultants

Date: 6/29/2023

Task #: Pending SubTask 1 Project Management SubTask 6

Site: SubTask 2 Multi-Media Sampling & MW Install SubTask 7

Activity/Phase: Site Assessment SubTask 3 GW Sampling, and Surveying SubTask 8

Project Manager: Tori Hood SubTask 4 IDW Management SubTask 9

SubTask 5 Site Assessment Report SubTask 10

Totals 1 2 3 4 5 6 7 8 9 10

Jack Sheehan's Drive-In Cleaners

Travel Vehicle Rental $1,560.00 $1,200.00 $240.00 $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 $1,560.00 $1,200.00 $240.00 $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) $19,720.00 $19,720.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Drilling (Non-conventional) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mobile Laboratory $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Surveying $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

IDW $770.00 $0.00 $0.00 $770.00 $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 Private Utility Locate $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 $21,240.00 $20,470.00 $0.00 $770.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Handling Fee $2,124.00 $2,047.00 $0.00 $77.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $23,364.00 $22,517.00 $0.00 $847.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Laboratory Analytical Costs $16,936.50 $15,672.50 $584.00 $680.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fast Turnaround Charges $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Sample Shipping $260.00 $0.00 $150.00 $110.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Laboratory $17,196.50 $15,672.50 $734.00 $790.00 $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 $320.00 $200.00 $80.00 $40.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Drilling related) $2,255.00 $2,255.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Analytical related) $1,556.00 $1,266.00 $290.00 $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 $5,581.00 $5,071.00 $470.00 $40.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subtotal $88,321.81 $4,673.12 $69,278.44 $6,036.19 $2,253.23 $6,080.83 $0.00 $0.00 $0.00 $0.00 $0.00 Completion Fee $4,062.02 $467.31 $2,481.79 $459.22 $45.62 $608.08 $0.00 $0.00 $0.00 $0.00 $0.00

Total Estimated Cost $92,383.83 $5,140.43 $71,760.23 $6,495.41 $2,298.85 $6,688.91 $0.00 $0.00 $0.00 $0.00 $0.00

Cost from Prior CEF: Manual Entry invoice 1 ST 2 $71,760.23 Cost from Delta CEF; Manual Entry Invoice 2 ST 3 $6,495.41

Cost (Prior + Delta): $0.00 Auto-Calculated Invoice 3 ST 1, 4, 5 $14,128.19 Rounding Error: $92,383.83 Auto-Calculated $92,383.83

Final Total Cost: $92,383.83 Auto-Calculated

Cost Estimate Page 2 of 6 Cost Estimate

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Jack Sheehan's Drive-In Cleaners SUBTASK: Multi-Media Sampling & MW Install

DATE: 6/29/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal T. Kafka 2

Senior Professional A. Smith 12

Project Professional M. Hensley 9 Professional B. McBath

Senior Staff Professional T. Hood

TOTAL LABOR 223

VEHICLE TYPE RATE UNIT USAGE

Truck Hood/McBath $120.00 Day 2 $240.00 Truck McBath $480.00 Week 1 $480.00 Truck Hood $480.00 Week 1 $480.00

Subtotal $1,200.00

TOTAL VEHICLE $1,200.00

PER DIEM STAFF RATE UNIT USAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Drilling (Conventional) EarthTech $19,720.00 $19,720.00

$0.00 $0.00 Subtotal $19,720.00

Utility Locate GeoTek $750.00 $750.00

$0.00 Subtotal $750.00

TOTAL SUB $20,470.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

VOHs - SB Soil 15 borings x 5 samples/boring $73.00 75 0 $5,475.00 VOHs - LSB Soil 1 boring x 5 samples/boring $73.00 5 0 $365.00 VOHs - DPT Water 8 borings x 4 samples/boring $73.00 40 0 $2,920.00 VOHs - Water SPLP (50% of total samples) $73.00 37.5 0 $2,737.50 SPLP Extraction all samples due to holding times $45.00 75 0 $3,375.00 TO-15 - Soil Gas 4 MAGs $200.00 4 0 $800.00

Subtotal $15,672.50

TOTAL LAB $15,672.50

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Drilling Related

Soil Vapor Sampling Kit $290.00 day 2 $580.00 Soil Assessment Kit $700.00 Week 1 $700.00 MW installation kit $325.00 day 3 $975.00

Subtotal $2,255.00 Analytical Related

$0.00 Encore Sampler $16.00 Each 75 $1,200.00 Air Sampling Summa Canister $33.00 Day 2 $66.00

Subtotal $1,266.00 Expendables

$40.00 Day 5 $200.00 Subtotal $200.00

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 $5,071.00

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); prepare soil vapor, DPT GW, and soil data tables (6 hr), Evaluating and interpreting field data (2 hr)

Preparation of soil, MAGS, and DPT groundwater results figures

Site Assessment: Field preparation (1 hr). Mob/demob from Boca (1 hr/day x 5 day = 5 hr). Calibration of instruments (1 hr/day x 5 days = 5 hr). Fieldwork oversight: soil, DPT sampling, MAGS well installation, (10 hr x 5 days = 50 hrs). Interior as-built 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 = 8hr).

Property owner and tenant notification (1 hr). Mob/demob from Boca (1 hrs), Day 1 field kickoff/oversight (8 hrs). Healthy & Safety Plan preparation (2 hr). Evaluating and interpreting field data (1 hr/day x 5 days = 5 hr). Prepare draft MAGS, DPT groundwater, soil figures (3 hr). MAGS data tables and data evaluation (4 hr). Prepare field deliverable package (3 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).

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

Site Assessment: Mob/demob from Boca (1 hr/day x 5 days = 5 hr). Fieldwork oversight: soil, DPT sampling, MAGS well installation, MW installation (10 hr x 5 days = 50 hrs). MW Install: 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)

6/30/2023 Page 3 of 6 Subtask 2

SUBTASK: GW Sampling, and Surveying

DATE: 6/29/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal T. Kafka 1

Senior Professional A. Smith 5

Project Professional M. Hensley 4

Senior Staff Professional T. Hood 9

Staff Professional T. Tompkins

TOTAL LABOR 46

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)

$0.00 Subtotal $0.00

Surveying Pending Pending Pending

Subtotal $0.00

TOTAL SUB $0.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

VOCs $70.00 0 0 $0.00 VOHs - Water 8 MW $73.00 8 0 $584.00 VOAs $60.00 0 0 $0.00

RCRA-8 $14.00 0 0 $0.00

TOC $30.00 0 0 $0.00

TDS $16.00 0 0 $0.00

TRPH $88.00 0 0 $0.00

PFAS $315.00 0 0 $0.00

Subtotal $584.00 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 0 $0.00

Subtotal $150.00

TOTAL LAB $734.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Drilling Related

Monitoring Well Installation Kit $325.00 Day 0 $0.00 Groundwater Sampling Kit $290.00 Day $0.00 Soil Sampling Kit (Through Concrete) $235.00 Day 0 $0.00

Subtotal $0.00 Analytical Related

Groundwater Sampling Kit $290.00 Day 1 $290.00 Water Level Meter $25.00 Day 0 $0.00 YSI 556 MPS $105.00 Day 0 $0.00

Subtotal $290.00 IDW Related

Drum $100.00 Drum 1 $100.00 Subtotal $100.00

Expendables $40.00 Day 2 $80.00

Subtotal $80.00

Other $0.00 Day 0 $0.00

Subtotal $0.00

TOTAL EQUIPMENT $470.00

Evaluating and interpreting field data

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

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

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).

GW Sampling: Mob/demob (1 hr/day x 1 day = 1 hr). instrument calibration (1 hr/day x 1 day = 2 hr). Sampling 8 monitoring wells @ 1.5hrs each (12 hr). IDW sampling and management (2.5 hr). Sample management/shipping (2 hr). Compile field notes (2 hr).

MW Survey: Mob/demob from Boca (1 hr). Oversee monitoring well survey (4 hr).

6/30/2023 Page 4 of 6 Subtask 3

SUBTASK: IDW Management

DATE: 6/29/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Professional T. Hood 3

Staff Professional T. Tompkins 2

TOTAL LABOR 5

VEHICLE TYPE RATE UNIT USEAGE

Car $80.00 Day 0 $0.00 Truck T. Tompkins $120.00 Day 1 $120.00 Van $120.00 Day 0 $0.00

Subtotal $120.00

TOTAL VEHICLE $120.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

IDW

Erwin Remediation 7 drums x $110/drum (non-PFAS) $770.00 $770.00

Subtotal $770.00

TOTAL SUB $770.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

TCLP VOCs (Soil) $210.00 1 0 $210.00 TCLP Metals (Soil) $135.00 1 0 $135.00 TCLP VOCs (Aqueous) $205.00 1 0 $205.00 TCLP Metals (Aqueous) $130.00 1 0 $130.00

Subtotal $680.00 Shipping

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

Subtotal $110.00

TOTAL LAB $790.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

$40.00 Day 1 $40.00 Subtotal $40.00

TOTAL EQUIPMENT $40.00

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

IDW sampling with mobilization

6/30/2023 Page 5 of 6 Subtask 4

SUBTASK: Site Assessment Report

DATE: 6/29/2023

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 6

Senior Staff Professional T.Hood 40

Administrative Assistant S. Darling 2

TOTAL LABOR 54

Report formatting and PDF compilation

Develop recommendations and path forward

Technical support

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

SAR preparation

6/30/2023 Page 6 of 6 Subtask 5

12802 Tampa Oaks Blvd, Suite 151 Tampa, Florida 33637

PH 813.558.0990

www.geosyntec.com

29 June 2023

Ms. Brittany Plyer 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 1501 S. Lake Avenue

West Palm Beach, Florida 33401 FDEP Site ID No. ERIC_5123

Dear Ms. Plyer, 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 Cleaners site (Site) located in West Palm Beach, Florida (ERIC_5123). Geosyntec prepared this LOE based on Geosyntec’s 28 June 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 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 – Geoview

• Soil sampling, MAGS installation, DPT groundwater sampling, and MW installation – EarthTech Drilling (6 total field days)

• IDW transportation and disposal – Erwin Remediation

Quotes were solicited from surveying companies to obtain elevations and co-ordinates from eight

(8) monitoring wells, however responses were delayed and have not been received. Once the quotes are available, a work change directive will be submitted to add the cost for the selected contractor 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) and Monitoring Well Installation

Subtask 2 includes labor for field preparation, completion of one offsite access agreement needed for the Site Assessment, and preparation of a Site Health and Safety Plan. 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, Modified Active Gas Sampling (MAGS) well installation and sampling, direct push technology (DPT) groundwater sampling, and monitoring well installation.

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

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 (LSB001) 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 samples and DPT groundwater sampling intervals.

Soil Sampling: Soil sampling will be performed at up to 15 locations (SB001 through SB015), as presented on Figure 4 in the submitted SAWP. Based on an assumed depth-to-water (DTW) of 8 ft BLS, a minimum of five soil samples ( 0-0.5 ft BLS, 0.5-2 ft BLS, 2-4 ft BLS, 4-6 and 6-8 feet below land surface [ft BLS] or water table) will be collected from each of the 15 proposed soil sample locations (75 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 will be analyzed for the presence of VOCs via EPA Method 8260 by a National Environmental Laboratory Accreditation Program (NELAP) accredited, fixed-base laboratory. Soil samples will be screened with a photoionization detector (PID) organic vapor analyzer. Supplemental soil samples will be collected from each location and depth interval (via Encore 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 using as-builts based on Site features.

MAGS well installation: Four, 2-inch (in.) diameter Schedule 40 polyvinyl chloride (PVC) MAGS wells (MAGS001 through MAGS004) will be installed by hand auger to a depth of approximately 7 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 2-ft of riser and 5-ft of 0.01-in.

slotted well screen extending from approximately 2 to 7 ft BLS. A 20/30 grade environmental 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 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 wells and resampled as necessary in the future.

During testing, soil vapor will be monitored with an organic vapor analyzer equipped with a photoionization detector (PID) utilizing a 10.6 electronic volt lamp. 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 5 of the SAWP.

Groundwater samples will be collected at 4-ft intervals approximately every 6 feet (i.e., 6 to 10 ft BLS, 16 to 20 ft BLS, 26 to 30 ft BLS, 36 to 40 ft BLS, and 46 to 50 ft BLS), 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-approved 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 monitoring wells (MW004 and MW005) will be installed inside the building, one to the west of each drycleaning machine. The monitoring wells will be advanced using either a hand auger or a direct push technology (DPT) drill rig. The monitoring well target depths will be approximately 15 ft BLS. They will be constructed of 1-inch diameter PVC and screened at 5 to 15 ft BLS. A pre-pack screen will be used for hand auger installations.

Exterior Monitoring well installations: Geosyntec will install the exterior monitoring well network. Geosyntec personnel will observe the installation of up to 6 exterior monitoring wells to evaluate groundwater quality; the proposed locations are presented on Figure 6 of the SAWP. 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 FDEP for a focused utility locating at the drilling locations.

Additional water-table monitoring wells MW001, MW002, , MW006, MW007, and MW008 will be installed upgradient, side gradient, and downgradient of the facility using either an hand auger or DPT drilling method. The wells will be constructed of 2-in. diameter 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 ( MW003) to a depth of 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 GPS and Interior Mapping: Exterior sampling locations (e.g., DPT groundwater, soil samples, select MAGS wells) 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 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 FDEP for evaluation to select the locations of proposed monitoring wells to be installed in Subtask 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 2 Geosyntec staff members assuming 1 day for utility locating and mark the borings location (1 Geosyntec staff), 5 days for drilling oversight, 1 day for MAGS well sampling and testing, and close-out tasks at the Site. We have assumed 10-hour per day.

Subtask 3 –Monitoring Well Surveying, and Groundwater Sampling

Monitoring Well Survey: This subtask includes costs for a Florida professional land surveyor to survey the eight (8) newly installed monitoring wells. Cost has been included for Geosyntec to oversee the survey.

Groundwater sampling: Geosyntec personnel will collect groundwater samples from the 8 Site monitoring wells. Depth-to-water measurements (DTW) 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 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 approved, 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 3 activities will be performed by 2 Geosyntec staff members assuming 2 days for well sampling, IDW sampling, and close out tasks at the Site. 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 FDEP for evaluation. The deliverable will include the final surveyor report, monitoring well installation field forms, and groundwater sampling forms.

Subtask 4 – IDW Management

IDW Sampling: The IDW will be sampled prior to profiling. One composite liquid and one composite soil sample will be collected and analyzed for VOCs and metals using the Toxic Characteristic Leaching Procedure. 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 8 drums of non-hazardous IDW. 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 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. The costing included in the CEF/LOE includes the following figures:

• 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, and 2-4 ft BLS (3 figures)

• Summary of DPT Groundwater Sampling Analytical Results

• Summary of Groundwater Elevations

• Summary of Monitoring Well Analytical Results

Deliverable and Invoicing Schedule:

Subtask Deliverable Deliverable Due Date*

Invoice Amount

Field deliverable for Multi-Media Sampling and

Monitoring Well Installations 10/20/23 $71,925.23

3 Field deliverable for final surveyor report and groundwater sampling 01/19/23 $6,495.41

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

Manifests 03/15/24 $14,128.19

Total $92,548.83 *Assumes TA is approved by 14 July 2023.

TKafka Line

TKafka Line

TKafka Text Box 71,760.23

TKafka Text Box 92,383.83

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

Figures and Table 1 Attachment A – Subcontractor Cost Evaluation and Quotes

FIGURES AND TABLE 1

Location ID Sample ID Matrix Approximate

Depth (ft BLS)

Sampling Method Rationale Criteria

SB001 (0.5') 0.5

SB001 (2') 2

SB001 (4') 4

SB001 (6') 6

SB001 (8') 8

SB002 (0.5') 0.5

SB002 (2') 2

SB002 (4') 4

SB002 (6') 6

SB002 (8') 8

SB003 (0.5') 0.5

SB003 (2') 2

SB003 (4') 4

SB003 (6') 6

SB003 (8') 8

SB004 (0.5') 0.5

SB004 (2') 2

SB004 (4') 4

SB004 (6') 6

SB004 (8') 8

SB005 (0.5') 0.5

SB005 (2') 2

SB005 (4') 4

SB005 (6') 6

SB005 (8') 8

SB006 (0.5') 0.5

SB006 (2') 2

SB006 (4') 4

SB006 (6') 6

SB006 (8') 8

SB007 (0.5') 0.5

SB007 (2') 2

SB007 (4') 4

SB007 (6') 6

SB007 (8') 8

SB008 (0.5') 0.5

SB008 (2') 2

SB008 (4') 4

SB008 (6') 6

SB008 (8') 8

SB009 (0.5') 0.5

SB009 (2') 2

SB009 (4') 4

SB009 (6') 6

SB009 (8') 8

SB010 (0.5') 0.5

SB010 (2') 2

SB010 (4') 4

SB010 (6') 6

SB010 (8') 8

SB011 (0.5') 0.5

SB011 (2') 2

SB011 (4') 4

SB011 (6') 6

SB011 (8') 8

SB012 (0.5') 0.5

SB012 (2') 2

SB012 (4') 4

SB012 (6') 6

SB012 (8') 8

SB013 (0.5') 0.5

SB013 (2') 2

SB013 (4') 4

SB013 (6') 6

SB013 (8') 8

SB014 (0.5') 0.5

SB014 (2') 2

SB014 (4') 4

SB014 (6') 6

SB014 (8') 8

SB015 (0.5') 0.5

SB015 (2') 2

SB015 (4') 4

SB015 (6') 6

SB015 (8') 8

SB009

SB010

SB011

1997 original sample location

Directly east of inactive petroleum drycleaning machine

South of drycleaning machines

Southwest of drycleaning machines

Directly south of active PCE drycleaning machine

Directly east of active PCE drycleaning machine

Between both drycleaning machines

SB004

SB005

SB006

SB007

SB008

SB012

SB013

SB015

SB014

Near dumpsters

Directly west of inactive petroleum drycleaning machine

North of 1997 sample location in grass

Adjacent to spot cleaning area

Directly west of PCE drycleaning machine

Soil HA

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

Soil Sampling (15 locations, 75 samples)

Jack Sheehan's Drive-In Cleaners (ERIC_5123)

SB003

SB002

SB001

VOC L-SCTLs

Near hazardous waste storage area

Directly north of inactive petroleum drycleaning machine

East of drycleaning machines, west of 1997 original sample location

Location ID Sample ID Matrix Approximate

Depth (ft BLS)

Sampling Method Rationale Criteria

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

Jack Sheehan's Drive-In Cleaners (ERIC_5123)

DPT001 (6-10') 6-10

DPT001 (16-20') 16-20

DPT001 (26-30') 26-30

DPT001 (36-40') 36-40

DPT001 (46-50') 46-50

DPT002 (6-10') 6-10

DPT002 (16-20') 16-20

DPT002 (26-30') 26-30

DPT002 (36-40') 36-40

DPT002 (46-50') 46-50

DPT003 (6-10') 6-10

DPT003 (16-20') 16-20

DPT003 (26-30') 26-30

DPT003 (36-40') 36-40

DPT003 (46-50') 46-50

DPT004 (6-10') 6-10

DPT004 (16-20') 16-20

DPT004 (26-30') 26-30

DPT004 (36-40') 36-40

DPT004 (46-50') 46-50

DPT005 (6-10') 6-10

DPT005 (16-20') 16-20

DPT005 (26-30') 26-30

DPT005 (36-40') 36-40

DPT005 (46-50') 46-50

DPT006 (6-10') 6-10

DPT006 (16-20') 16-20

DPT006 (26-30') 26-30

DPT006 (36-40') 36-40

DPT006 (46-50') 46-50

DPT007 (6-10') 6-10

DPT007 (16-20') 16-20

DPT007 (26-30') 26-30

DPT007 (36-40') 36-40

DPT007 (46-50') 46-50

DPT008 (6-10') 6-10

DPT008 (16-20') 16-20

DPT008 (26-30') 26-30

DPT008 (36-40') 36-40

DPT008 (46-50') 46-50

MW001 MW001 5-15 Eastern adjacent to both drycleaning machines

MW002 MW002 5-15 Original 1997 soil boring location

MW003 MW003 55-60 Original 1997 soil boring location

MW004 MW004 5-15 Directly west of petroleum drycleaning machine

MW005 MW005 5-15 Directly west of PCE drycleaning machine

MW006 MW006 5-15 Southeast side of building in grass

MW007 MW007 5-15 Near southern enterance/exit

MW008 MW008 5-15 West of hazardous waste storage area

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.

North of 1997 sample location in grass

1997 sample location in grassDPT004

South of drycleaning machines

Groundwater Peristaltic Pump VOC GCTLs

Near dumpstersDPT007

Eastern adjacent to both drycleaning machines

Monitoring Wells (8 samples)

DPT001

Groundwater Grab

DPT003

DPT002 Southeast of drycleaning machines

DPT008

DPT006

DPT005

Near southern enterance/exit in parking lot

Near hazardous waste storage area

Drilling, decon, purge water

Soil Cuttings IDW Source

Investigation Derived Waste Sample

DPT Groundwater Sampling (40 samples)

VOC GCTLs

ATTACHMENT A

SUBCONTRACTOR COST

EVALUATION

Underground Utility Locate

Company GeoView, Inc

Total Quote $900.00

Direct Push Technoloy (DPT) Drilling Company Action Environmental Earth Tech Drilling UES Drilling

Total Quote $28,423.00 $19,720.00 No Bid

Total No. Days 8 5 No Bid

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

Company Erwin Remediaiton Hepaco Hulls Environmental

Liquid IDW Cost $110.00 $141.75 $860.00

Solid IDW Cost $110.00 $210.00 $660.00

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

FDEP Site ID No. ERIC_5123 Jack Sheehan's Drive-In Cleaners, West Palm Beach, Florida

Subcontractor Cost Evaluation

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

ATTACHMENT B

SUBCONTRACTOR QUOTES

GeoTek Services, LLC

30 June 2023

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's Cleaners, WPB, Florida

Ms. Hood, GeoTek Services is pleased to respond to your request for Utility Locating services at Jack Sheehan's Dry Cleaners located in West Palm Beach, Florida. We will scan up to 12,000 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

86286Estimate Number

9/28/2023Expiration Date

6/30/2023Created 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 interior and exterior areas as shown on the provided exhibits and as directed on site. To also include Hand Held GPR to determine what may be the slab. Select locations will be determined on site to investigate, as the entirewithin slab may not be required to scan.

· A print or image was provided to review to assist with the estimate. However, a meet on site will be required to confirm the locate area and assist with access.

· Client will only be invoiced for time needed to complete the stated SOW with a two-hour minimum.

Customer is advised if less time onsite is required than estimated, invoicing will be reduced to no less than the minimum fee. Any additional time required on site to complete the task beyond the estimated / minimum time will be invoiced in 15-minute increments of the provided hourly rates, upon customer approval.

· EM, Real-Time GPR and Hand Held radar (HH) will be utilized to scan for detectable under surface utilities and anomalies. A not to scale digital field sketch and photos will be provided of our discoveries for surveying and documentation purposes. We DO NOT provide x-ray scanning.

· Typical construction crayon, chalk, pencil, ink or paint can be used for marking discoveries on the scanned surface.

· Areas to be located must be relatively level and free of obstructions. Please note that some floor coverings prevent and limit GPR signals. Concrete that has not been cured longer than 6 months will limit most GPR results.

· Limitations include maximum scan limit of up to 4.0 inches from a wall, protruding object (vertical impediment) or edge of scanned surfaces

BHUG SOW

$965.00Grand Total tori.hood@geosyntec.comEmail

Ms. Tori HoodName

1501 Lake Avenue, West Palm Beach, Fl, 33404Job Site Location

900 Broken Sound Parkway Northwest Boca Raton, FL 33487

US

Billing Address

Geosyntec Consultants-BocaCustomer

Product Invoice Description Quantity Sales Price Total Price

Advantage Locate (hourly) Advantage Locate (hourly rate) 2.00 $225.00 $450.00

GPR-hand-held (hourly) Hand-held GPR (hourly rate) 2.00 $225.00 $450.00

Trip Charge Trip Charge 1.00 $65.00 $65.00

Scope of Work

6/30/2023Created Date

ESTIMATE

Blood Hound 6500 Technology Center Dr.

By signing this Estimate the client acknowledges that they accept the scope of work listed on the estimate, as well as the service

Payment is due at the time of service, unless you already have an account with us. If you do have an account with us, payment terms are Net 30 days, unless otherwise stated in a pre-approved contract. To learn more, please call the office at 888-858-9830.

PRICE MAY VARY BASED ON ACTUAL TIME ON SITE. The above pricing is based only on the information supplied by the customer.

If a site walk through has not been conducted, this may affect the price.

If this is a prevailing wage job, please contact our office for a revised quote as this pricing does not reflect prevailing wage rates. If at some later date a project is determined to be a prevailing wage job, then any extra expense incurred by Blood Hound will be billed to the client.

The project estimate outlined in this specific proposal is valid for 90 days from the date of the proposal. Blood Hound reserves the right to review and adjust this estimate if client does not approve of the proposal within 90 days.

Please send all POs / Contracts to .BHUGContracts@bhug.com

We look forward to working with you.

Blood Hound will use electromagnetic (EM) and ground-penetrating-radar (GPR) equipment to locate private underground utilities at site indicated by client. All findings will be marked according to APWA standard. Customer is responsible for calling 811 for locates of any public utilities. If the scope of work should change or is different than that listed on estimate, please call our office for a revised estimate.

Unless expressly noted, Vacuum Excavation estimates do not include any of the following services: Permitting, Traffic Control, Restoration, Special Restoration, Special Backfill or Waste Disposal. If you need any of those services please call our office for a revised estimate.

Blood Hound is not responsible for the condition of the pipes or structures before or after jetting/clearing service is performed. Unsatisfactory conditions could be present within the structure and any services may bring those deficiencies to light.

In the event of inclement weather, if the client still requests for crew to arrive on site, then the client will be responsible for minimum charges even if no work is performed.

· Appropriate access (lifts, scaffold, etc.) required to access work areas will be supplied by the client. (if applicable). We are unable to provide HH GPR service from a ladder.

· BHUG is not responsible for, moved, altered, obliterated or maintaining marks and will impose an additional fee to relocate/remark discoveries.

· Customer is advised that Blood Hound utilizes water based paint and flags to identify any discoveries onsite. If this is an issue, Blood Hound must be made aware of this when scheduling.

· The performance of BHUG’s services is limited to full and unobstructed access to include but not limited to: mechanical rooms, manholes, hand holes, vaults, meter rooms, telecom rooms, fixtures (plumbing, electrical, communication), dispensers, fenced compounds, tanks and structures. Full cooperation from the on site personnel is necessary to perform a complete scan. Should access not be provided or it is delayed, this could impact time to safely complete and accuracy of work.

· Results are dependent upon field conditions at the time of locating services. It may be necessary to have parked vehicles or machinery moved to allow for a full scan and to access structures.

· Any available as-builts, engineered or other record drawings, if available, should be supplied to BHUG prior to providing an estimate and commencement of field work.

Quoted rates are exclusive to this estimate only. Rates quoted by Call Center Representatives are in effect unless otherwise stipulated within a formal estimate.

6/30/2023Created Date

ESTIMATE

Blood Hound 6500 Technology Center Dr.

rates provided and are providing Blood Hound with a Notice To Proceed (NTP) for the listed Project. If the scope of work should change while the work is in progress, any changes will be documented on the technician’s field notes and signed off on by the client. Signing this estimate also acknowledges that the client agrees to the terms and conditions as they relate to payment for services rendered.

Signature: ______________________________________________________________________________________

Printed Name: ___________________________________________________________________________________

Date Signed: ____________________________________________________________________________________

From: Brandon McBath To: Craig Fusaro Subject: RE: GPR & utility locate for FDEP drycleaner sites Date: Tuesday, June 27, 2023 4:50:00 PM

$900 would be fine.

From: Craig Fusaro <cfusaro@geoviewinc.com> Sent: Tuesday, June 27, 2023 16:42 To: Brandon McBath <Brandon.McBath@Geosyntec.com> Subject: Re: GPR & utility locate for FDEP drycleaner sites

CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. If you have any suspicion, please confirm with the sender verbally that this email is authentic. If you suspect fraud, click "Phish Alert Report."

Hi Barbadian

Can you do $900 for each site with the map included? The map is usually an extra charge but these sites are small.

Thanks Craig

Get Outlook for iOS

From: Brandon McBath <Brandon.McBath@Geosyntec.com> Sent: Tuesday, June 27, 2023 1:17:39 PM To: Craig Fusaro <cfusaro@geoviewinc.com> Subject: GPR & utility locate for FDEP drycleaner sites

Hi Craig, Here is the info for the two sites:

Jack Sheehan’s Drive-In Cleaners 1501 S. Lake Avenue, West Palm Beach, FL 33401

Luxury Laundry 2801 Okeechobee Blvd, West Palm Beach, FL

A private utility locate will be performed to identify and document above and below ground utilities.

The private utility locate will consist of ground…