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.

HW684

DC043B Completion February 23, 2024

This Task Assignment authorizes GHD Services, Inc. to conduct site assessment activities at the Dryclean USA #11423 site located in Boca Raton, Florida. All work will be conducted in accordance with the scope of work and cost proposal submitted on June 22, 2023.

Kevin Kane 850-245-8971 Contractor Contractor

Contractor Contractor

Contractor Contractor

Contractor

GHD Services, Inc.

GHD Services, Inc.

Brian Moore 813-257-0658

ERIC_5163

3013 Yamato Rd, Boca Raton, Palm Beach County

Dryclean USA #11423

✔ $ 75,204.64

$ 75,204.64

Scope of Work

Brian Moore

Project Manager

Brian Moore Digitally signed by Brian Moore Date: 2023.06.30 21:51:59 -04'00'

Jennifer Farrell

Digitally signed by Jennifer Farrell Date: 2023.06.30 10:50:29 -04'00'

N/A

Task Assignment Notification/Change Order Deliverables and Invoice Schedule Attachment

WCP TAFORM 04-2017

Contract Number:

Task Assignment #:

Deliverables:

Deliverable Deliverable Due Date

Invoice Schedule:

Requirements for Invoice Submittal Amount to be Invoiced

TOTAL COST

Soil and Groundwater Sampling Summary 10/17/2023

IDW Manifests and Subcontractor Receipts 10/20/2023

Site Assessment Report + Project Management 11/17/2023

Subtask 2: Upon submittal and FDEP approval of the Soil and Groundwater Sampling Summary $ 47,817.80

Subtask 3: Upon submittal and FDEP approval of the IDW Manifests and Subcontractor Receipts $ 13,364.23

Subtasks 1 & 4: Upon submittal and FDEP approval of the Site Assessment Report + Project Management $ 14,022.61

$ 75,204.64

HW684

DC043B

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: HW684 Contract File

FROM: Kevin Kane, Contract Manager

DATE: June 26, 2023

SUBJECT: Task Assignment DC043B

Dryclean USA #11423

ERIC_5163

Assessment

This Task Assignment authorizes GHD Services, Inc. to conduct site assessment activities. Specific subtasks are detailed below:

Subtask 1: Project Management Project Management is calculated at 13% of the direct labor.

Subtask 2: Soil and Groundwater Sampling Soil sampling and groundwater profiling will be conducted in order to establish the extent of soil and groundwater impacts both vertically and horizontally. Soil sampling will include advancement of soil borings within and in the immediate vicinity of the former drycleaner with hand operated equipment and through the use of direct-push technology (DPT). Modified Active Gas Sampling (MAGS) will also be conducted as part of the soil assessment. One continuous soil boring will be completed to establish site lithologic conditions. The initial scope of work includes groundwater profiling at seven (7) exterior locations. All groundwater samples will be submitted to a Florida-certified laboratory for volatile organic analysis by EPA Method 8260. The initial soil sampling will involve the advancement of seven (7) shallow soil borings within and near the former drycleaner facility. All soil samples will be submitted to a fixed laboratory for analysis for the presence of volatile organic compounds (VOCs). Following soil sampling, piezometers will be installed at seven (7) locations. The piezometers will be constructed with 2-inch PVC well screens across the vadose zone. Following installation, MAGS will be conducted and soil gas samples will be gathered for field screening and fixed laboratory analysis for the presence of VOCs by Method TO-15. During the same mobilization, permanent monitor wells will be installed. At this time, six (6) shallow wells and one deep well are planned for installation. One of the shallow wells will be installed within the facility using hand operated equipment. Well locations and construction details will be provided to the Department for approval prior to installation. Following installation, the wells will be surveyed and sampled in accordance with FDEP SOPs. Groundwater samples will be submitted to a fixed laboratory for VOC analysis by EPA Method 8260.

Subtask 3: Surveying/IDW Disposal Following all field activities, a surveyor will be subcontracted to develop a site plan and survey elevations of all sample locations. Investigation derived waste (IDW) disposal is anticipated and has been accounted for under this subtask. Subcontractors for IDW disposal were chosen on a lowest-cost basis.

Subtask 4: Site Assessment Report Upon receipt of analytical data, a Site Assessment Report (SAR) will be prepared. The SAR will include a summary of field methodology, field screening data, and laboratory analytical results. The SAR will also include conclusions and recommendations. The recommendations may include the use of active remediation to mitigate identified impacts.

GHD and the FDEP confirmed on June 26, 2023, that an Access Agreement with the current real property owner of the aforementioned site has been executed.

This work will be conducted in line with the scope of work included with GHD’s proposal, received on June 22, 2023. Documentation of the costs is included in the attached CEF, Level-of-Effort sheets, and proposal letter. The final deliverable due date is November 17, 2023, and the completion date for the task assignment is February 23, 2024.

The final cost total for Task Assignment DC043B is $75,204.64.

FDEP COST ESTIMATE

Contractor: GHD Services Inc.

Date: 6/27/2023

Task #: DC043B SubTask 1 Project Management SubTask 6

Site: Dryclean USA #11423 SubTask 2 Soil and Groundwater Sampling SubTask 7

Activity/Phase: Assessment SubTask 3 IDW Management and Surveying SubTask 8

Project Manager: Brian Moore, PE SubTask 4 Site Assessment Report SubTask 9

SubTask 5 SubTask 10

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

$44.81 Project Manager JM 23.81 23.81 $51.08 Sr Professional Engineer JH 8.00 0.00 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 $43.28 Professional Engineer/Sc GE 95.00 40.00 0.00 55.00 0.00 0.00 0.00 0.00 0.00 0.00 $44.81 Project Manager/ Engine JM 16.50 8.50 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $20.53 Senior Technician SA 47.00 47.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $24.89 Senior Technician WM 48.00 48.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $29.69 Drafting Technician PM 14.00 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 $23.16 Administrative Assistant DA 16.00 0.00 0.00 16.00 0.00 0.00 0.00 0.00 0.00 0.00

Total Hours 268.31 23.81 143.50 8.00 93.00 0.00 0.00 0.00 0.00 0.00 0.00

Direct Labor $9,272.17 $1,066.71 $4,271.72 $358.48 $3,575.26 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Overhead 129.80% $12,035.28 $1,384.59 $5,544.69 $465.31 $4,640.69 $0.00 $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 37.80% $3,504.89 $403.22 $1,614.71 $135.51 $1,351.45 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Labor $24,812.34 $2,854.52 $11,431.12 $959.30 $9,567.40 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Travel Vehicle Rental $1,560.00 $1,440.00 $120.00 $0.00 $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 $1,560.00 $1,560.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Travel $3,120.00 $3,000.00 $120.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor (Equipment Procurement) Atlantic Supply $824.43 $824.43 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Subcontractor Subtotal $824.43 $824.43 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Procurement Fee $82.44 $82.44 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $906.87 $906.87 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor (Services Procurement) Drilling (Non-conventional) $12,802.00 $12,802.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Surveying $10,160.00 $0.00 $10,160.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

IDW $595.00 $0.00 $595.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor Subtotal $23,557.00 $12,802.00 $10,755.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Handling Fee $2,355.70 $1,280.20 $1,075.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $25,912.70 $14,082.20 $11,830.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Laboratory Analytical Costs $14,370.00 $13,770.00 $300.00 $300.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Sample Shipping $1,000.00 $883.00 $58.50 $58.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Laboratory $15,370.00 $14,653.00 $358.50 $358.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Field Expenses Expendables $360.00 $360.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Analytical related) $2,241.50 $2,241.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Field Expenses $2,601.50 $2,601.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subtotal $72,723.41 $2,854.52 $46,674.69 $13,268.30 $9,925.90 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Completion Fee $2,481.23 $285.45 $1,143.11 $95.93 $956.74 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Total Estimated Cost $75,204.64 $3,139.97 $47,817.80 $13,364.23 $10,882.64 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Dryclean USA #11423 SUBTASK 2: Soil and Groundwater Sampling

DATE: 6/26/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Project Manager JM Arrange for Site Access with owner 2 Project Manager JM Utility Locate 1 Project Manager JM Prepare field scope of work (DP, soil, MAGS) 1.5 Project Manager JM Prepare daily summary reports of assessment results (1 hour per day) 4

8.5

Senior Geologist GE Mob/demob 8 Senior Geologist GE direct push sampling oversight (2 days) 16 Senior Geologist GE Well Installation (2 days) 16

Staff Engineer/Scientist ED Mob/demob (5 days) 7.5 Staff Engineer/Scientist ED Concrete Coring/Soil Boring Advancement and Screening (7 locations) 10 Staff Engineer/Scientist ED Install 7 piezometers for MAGS (1.5 hr each) 10.5 Staff Engineer/Scientist ED Install interior monitor well (3 hours) 3 Staff Engineer/Scientist ED Conduct MAGS (7 locations) 9 Staff Engineer/Scientist ED Round of Water Levels (7 total) 1 Staff Engineer/Scientist ED Surface Water Sample 1 Staff Engineer/Scientist ED Groundwater Sampling (4 wells) 6

Senior Technician SA Mob/demob 8 Senior Technician SA Concrete Coring/Soil Boring Advancement and Screening (7 locations) 10 Senior Technician SA Install 7 piezometers for MAGS (1.5 hr each) 10.5 Senior Technician SA Install interior monitor well (3 hours) 3 Senior Technician SA Conduct MAGS (7 locations) 9 Senior Technician SA Round of Water Levels (7 total) 1 Senior Technician SA Irrigation Well Sample 1 Senior Technician SA Groundwater Sampling (3 wells) 4.5

TOTAL LABOR 143.5

VEHICLE TYPE RATE UNIT USEAGE

Geologist 4 days Company Truck $480.00 week 1 $480.00 Staff Engineer/Scientist Company Truck $480.00 week 1 $480.00

Sr Tech Company Truck $480.00 week 1 $480.00

TOTAL VEHICLE $1,440.00

PER DIEM STAFF RATE UNIT USEAGE

Professional Geologist Hotel $150.00 night 4 $600.00 Professional Geologist Per Diem $36.00 day 5 $180.00

Sr Tech Hotel $150.00 night 4 $600.00 Sr Tech Per Diem $36.00 day 5 $180.00

TOTAL PER DIEM $1,560.00

FINAL --7/24/96

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Groundwater Protection Mobilization 1 each 1,000.00$ $1,000.00 Groundwater Protection Per Diem (2 man crew) 4 night 300.00$ $1,200.00 Groundwater Protection DPT Rig and Crew 4 day 1,750.00$ $7,000.00 Groundwater Protection Materials: Soil Sample Liners 9 each 3.00$ $27.00 Groundwater Protection Materials: GW Sampling Points 35 each 3.00$ $105.00 Groundwater Protection Materials: HDPE Tubing (per 500' Roll) 4 each 100.00$ $400.00 Groundwater Protection Materials: Borehole Grouting w/Concrete Patch 8 each 15.00$ $120.00 Groundwater Protection Materials: 1" PVC Well Installation 125 ft 4.00$ $500.00 Groundwater Protection Materials: 1" x 5' PVC .010 Slot Prepack Screen, 3" Exp Point 1 each 100.00$ $100.00 Groundwater Protection Materials: (2) 1" x 5' PVC .010 Slot Prepack Screen, 3" Exp Point 5 each 175.00$ $875.00 Groundwater Protection 2' x 2' Concrete Pad w/8" BD Completion 6 each 150.00$ $900.00 Groundwater Protection Well Development (up to 1/2 hour w/Pump) 6 each 75.00$ $0.00 Groundwater Protection 55 gallon drums (Soil) 2 each 65.00$ $130.00 Groundwater Protection 55 gallon drums (Water) 3 each 65.00$ $195.00 Groundwater Protection Decon Pad 1 each 250.00$ $250.00 Groundwater Protection Permits 6 each -$ $0.00 Atlantic Supply Well Screen (5 feet, 2-inch, 0.010-slot) 7 each 38.20$ $267.40 Atlantic Supply Well Point (2-inch) 7 each 8.30$ $58.10 Atlantic Supply Well Riser (2-inch - 5 ft) 7 each 23.59$ $165.13 Atlantic Supply Well Riser (1-inch - 5 ft) 1 each 15.35$ $15.35 Atlantic Supply 20/30 silica sand 3 bag 6.80$ $20.40 Atlantic Supply 30/65 silica sand 1 bag 6.05$ $6.05 Atlantic Supply Prepack (1-inch 5 ft) 1 each 76.00$ $76.00 Atlantic Supply Boltdown Manhole (6") 8 Each 27.00$ $216.00

TOTAL $13,626.43

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

Volatile Organics (full range) Soil $150.00 36 $5,400.00 Volatile Organics (full range) Groundwater $150.00 43 $6,450.00 Volatile Organics (full range) Surface Water $150.00 1 $150.00 TO-15 (VOCs) Soil Gas $200.00 7 $1,400.00 TOC walkley black soil $36.00 5 $180.00 density soil $25.00 5 $125.00 moisture soil $13.00 5 $65.00 Shipping (large cooler) overnight - soil $150.00 2 $300.00 Shipping (small cooler) 2 day - soil TOC $52.00 1 $52.00 Shipping (large cooler) 2 day - DP GW $70.00 2 $140.00 Shipping (large cooler) overnight - soil gas $150.00 2 $300.00 Shipping (small cooler) 2 day - MW GW $52.00 1 $52.00

Ice $6.50 6 $39.00

TOTAL LAB $14,653.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Expendables $40.00 day 9 $360.00

Air Sampling Pump $27.00 Day 1 $27.00 Regenerative Blower $180.00 Day 1 $180.00 Portable generator $70.00 Day 1 $70.00 Vacuum Gages $19.00 Day 1 $19.00 anemometer $33.00 Day 1 $33.00 Summa Canisters $33.00 Each 7 $231.00 Encore (for SPLP) $16.00 Each 36 $576.00 Soil sampling kit (through concrete) $235.00 Day 2 $470.00 Groundwater Sampling Kit $290.00 Day 2 $580.00 Poly Tubing $0.30 Ft 125 $37.50 Silicon Tubing $3.00 Ft 6 $18.00

TOTAL EQUIPMENT $2,601.50

SUBTASK 3: IDW Management and Surveying

DATE: 6/26/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Project Manager JM Complete waste profile, transmit waste manifest 4 Project Manager JM IDW Pickup and sign manifest 4

TOTAL LABOR 8

VEHICLE TYPE RATE UNIT USEAGE

Company Truck $120.00 day 1 $120.00

TOTAL VEHICLE $120.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Erwin Remediation IDW Soil Drum 2 drum $110.00 $220.00 Erwin Remediation IDW Water Drum 3 drum $125.00 $375.00 Colliers Engineering Design Site Survey 1 each $10,160.00 $10,160.00

TOTAL $10,755.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

Volatile Organics ( Soil $150.00 1 $150.00 Volatile Organics ( Groundwater $150.00 1 $150.00 shipping small cooler (2 day) $52.00 1 $52.00

Ice $6.50 1 $6.50

TOTAL LAB $358.50

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

TOTAL EQUIPMENT $0.00

SUBTASK 4: Site Assessment Report

DATE: 6/26/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Professional Scientist GE Site History (SAR) 4 Professional Scientist GE Regional Geology - Site Specific Lithology (SAR) 2 Professional Scientist GE Site Assessment Workplan Summary (SAR) 4 Professional Scientist GE Soil Sampling Methods (SAR) 3 Professional Scientist GE Soil Sampling Results (SAR) 3 Professional Scientist GE MAGS point installation methods (SAR) 2 Professional Scientist GE MAGS Procedures (SAR) 2 Professional Scientist GE MAGS Results (SAR) 2 Professional Scientist GE Direct Push Profiling Methods (SAR) 3 Professional Scientist GE Direct Push Profiling Results (SAR) 3 Professional Scientist GE Monitor well installation methods (SAR) 3 Professional Scientist GE Groundwater sampling methods (SAR) 2 Professional Scientist GE Groundwater flow evaluation (SAR) 2 Professional Scientist GE Groundwater water quality parameter results (SAR) 3 Professional Scientist GE Groundwater analytical data results (SAR) 4 Professional Scientist GE Conceptual Site Model (SAR) 4 Professional Scientist GE Findings (SAR) 3 Professional Scientist GE Laboratory Data Validation (SAR) 2 Professional Scientist GE Conclusions and Recommendations (SAR) 4

Sr. Professional Engineer JH Conlusions and recommendations (SAR) 4 Sr. Professional Engineer JH Remedial Action recommendations 4

Drafting Technician PM Draft Figures (site location/layout/site plan) 4 Drafting Technician PM Prepare DP groundwater analytical figure 2 Drafting Technician PM Prepare soil analytical figure 2 Drafting Technician PM Prepare MAGS analytical figure 2 Drafting Technician PM Prepare groundwater flow figures 2 Drafting Technician PM Prepare groundwater monitor well results figure 2

Staff Assistant DA Data Entry (field data to report tables) 8 Staff Assistant DA Prepare Summary Tables from lab EDDs 4 Staff Assistant DA Prepare final SAR (pdf) 4

TOTAL LABOR 93

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 $0.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

TOTAL EQUIPMENT $0.00

COST PROPOSAL FOR TASK DC043B

<Dryclean USA#11423/FDEP ERIC_5163>

< Site Assessment >

1. INTRODUCTION: <DISCUSS SCOPE OF WORK, DATES >

GHD Services Inc. (GHD) submitted a Site Assessment Workplan for the Dryclean USA#11423 site located in Boca Raton, Palm Beach County, in June 2023. The Site Assessment Workplan detailed an approach to determining the extent of contamination in soil and groundwater both vertically and horizontally. Task DC043B includes initial site assessment activities including soil sampling, modified active gas sampling (MAGS), discrete groundwater profiling using direct push technology (DPT), monitor well installation, and groundwater sampling

Subtask 1: Project Management

Subtask 1 includes all tasks associated with project management of the site assessment activities at the Dryclean USA#11423 site.

Subtask 2: Soil and Groundwater Sampling

Upon Department approval, GHD will mobilize with the selected direct-push contractor. Soil sampling and groundwater profiling will be conducted in order to establish the extent of soil and groundwater impacts both vertically and horizontally. Soil sampling will include advancement of soil borings within and in the immediate vicinity of the drycleaner with hand operated equipment and through the use of direct-push technology (DPT). Modified Active Gas Sampling (MAGS) will also be conducted as part of the soil assessment. One continuous soil boring will also be completed to establish site lithologic conditions.

The initial scope of work includes groundwater profiling at seven (7) exterior locations. At each location, direct-push tooling will be advanced to the desired depths and discrete groundwater samples will be gathered for fixed laboratory analysis. For planning purposes, it is assumed that discrete groundwater samples will be gathered from the surface of the groundwater, 10, 20 feet, 30 feet, 40 feet, and 50 feet below land surface. All groundwater samples will be submitted to a Florida-certified laboratory for volatile organic analysis by EPA Method 8260.

The initial soil sampling will involve the advancement of seven (7) shallow soil borings within and in close proximity to the former drycleaner facility. Soil borings will be advanced with a stainless steel hand auger and soil samples will be collected from 0-0.5’, 0.5-2.0’, and 2’ intervals until refusal or the water table. All soil samples will be submitted to a fixed laboratory for analysis for the presence of volatile organics (VOCs).

Following soil sampling, piezometers will be installed at seven (7) locations. The piezometers will be constructed with 2-inch PVC well screens across the vadose zone. Following installation, MAGS will be conducted and soil gas samples will be gathered for field screening and fixed laboratory analysis for the presence of VOCs by Method TO-15.

During the same mobilization, permanent monitor wells will be installed. At this time, up to six (6) shallow and one deep well are planned for installation. The 6 shallow wells will be installed to approximate depths of 15 ft bls. One of the shallow wells will be installed within the facility using hand operated equipment. The wells will be screened to straddle the water table. The deep well is proposed for a total depth of 50 feet and will be screened between 45 and 50 feet, depending on site lithology. Well locations and construction details will be provided to the Department for approval prior to installation. Following installation, the wells will be surveyed and sampled in accordance with FDEP SOPs. All of the groundwater samples will be submitted to a fixed laboratory for VOC analysis by EPA Method 8260.

Subtask 3: Surveying/IDW Disposal Following all field activities, a surveyor will be subcontracted to develop a site plan and survey elevations of all sample locations. Investigative Derived Waste (IDW) will be disposed of at an appropriate off-site facility. GHD will coordinate manifest generation and IDW pickup.

Subtask 4: Site Assessment Report Upon receipt of analytical data, a Site Assessment Report (SAR) will be prepared. The SAR will include a summary of field methodology, field screening data, and laboratory analytical results. The SAR will also include conclusions and recommendations. The recommendations may include the use of active remediation to mitigate identified impacts.

Deliverables:

Deliverable Deliverable Due Date Field notes, soil and groundwater data, MAGS data, and subcontractor receipts 10/17/23

IDW Manifests and subcontractor receipts 10/20/23

Site Assessment Report 11/17/23

Drilling

$1,000.00 each 1 $1,000.00 $2,775.00 each 1 $2,775.00 $3,275.00 each 1 $3,275.00 $300.00 night 4 $1,200.00

$1,750.00 day 4 $7,000.00 $3.00 each 9 $27.00 $3.00 each 35 $105.00

Materials: HDPE Tubing (per 500' Roll) $100.00 each 4 $400.00 Materials: Borehole Grouting w/Concrete Patch $15.00 each 8 $120.00

$4.00 ft 125 $500.00 $100.00 each 1 $100.00 $175.00 each 5 $875.00 $150.00 each 6 $900.00 $75.00 each 6 $0.00

55 gallon drums (Estimated) $65.00 each 2 $130.00 $70.00 each 2 $140.00 $0.00 each 2 $0.00 55 gallon drums (Estimated) $65.00 each 3 $195.00 $70.00 each 12 $840.00 $0.00 each 5 $0.00 Decon Pad $250.00 each 1 $250.00 Litho Boring $700.00 each 1 $700.00 $2,675.00 each 1 $2,675.00 DP Profile $750.00 each 7 $5,250.00 $1,620.00 each 7 $11,340.00 Shallow Well $750.00 well 5 $3,750.00 $2,175.00 well 5 $10,875.00 Deep Well $1,500.00 well 1 $1,500.00 $3,150.00 well 1 $3,150.00 Permits: SWFLWMD (N/A for FDEP Sites $0.00 each 6 $0.00 $75.00 each 1 $75.00 $210.00 each 1 $0.00

$12,802.00 $15,030.00 $31,315.00

IDW Disposal

$110.00 drum 2 $220.00 $120.00 drum 2 $240.00 $160.00 drum 2 $320.00 $125.00 drum 3 $375.00 $120.00 drum 3 $360.00 $160.00 drum 3 $480.00

$60.00 $135.00 hr 1 $135.00 $50.00 stop 1 $50.00

$595.00 $710.00 $935.00

Colliers Professional service Survey

$10,160

IDW Soil

IDW GW

10% of Fee

Stop Fee

Envirosafe

PreferredGroundwater Protection Cascade

Erwin Hepaco

Mobilization

Per Diem (2 man crew)

DPT Rig and Crew

Materials: Soil Sample Liners

Materials: GW Sampling Points

Materials: 1" PVC Well Installation

Materials: 1" x 5' PVC .010 Slot Prepack Screen, 3" Exp Point

Materials: (2) 1" x 5' PVC .010 Slot Prepack Screen, 3" Exp Point

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

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

Sonic Auger DPT Injection Well Abandonment

REVISED DATE: 6/15/2023

ESTIMATE #: 623032

Project Description:

ID QTY Unit Rate TOTAL

1 1 ls 1,000.00$ 1,000.00$

2 4 night 300.00$ 1,200.00$

3 4 day 1,750.00$ 7,000.00$

4 9 each 3.00$ 27.00$

5 35 each 3.00$ 105.00$

6 Materials: HDPE Tubing (per 500' Roll) 4 each 100.00$ 400.00$

7 Materials: Borehole Grouting w/Concrete Patch 8 each 15.00$ 120.00$

8 125 foot 4.00$ 500.00$

9 1 each 100.00$ 100.00$

10 5 each 175.00$ 875.00$

9 6 each 150.00$ 900.00$

10 6 each 75.00$ Included

11 55 gallon drums (Soil) (Estimated) 2 each 65.00$ 130.00$

12 55 gallon drums (Water) (Estimated) 3 each 65.00$ 195.00$

13 Decon Pad 1 each 250.00$ 250.00$

13 Permits: SWFLWMD (N/A for FDEP Sites -$

Completion: Subtotal 12,802.00$

Todd Hodgson

TOTAL 12,802.00$

Partner

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

THANK YOU FOR YOUR BUSINESS!

Todd Hodgson

Daily Rate: DPT Rig w/ 2-man Crew

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

4 Days

DESCRIPTION

Mobilization

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

Per Diem (2 man crew)

Materials: 1" PVC Well Installation

Materials: 1" x 5' PVC .010 Slot Prepack Screen, 3" Exp Point

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

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

(813) 971-3882

(5) 1" x 15' PVC Well w/10' of .010 Prepack Screen, 2' x 2' Pad w/8" BD Completion, No Soil Sampling

(1) DPT Litho Boring to 50' bls w/Continuous Macrocores to Depth. Borehole Grout and Patch to Surface

(1) 1" x 50' PVC Well w/5' of .010 Slot Prepack Screen, 2' x 2' Pad w/8" BD Completion, No Soil Sampling

Materials: (2) 1" x 5' PVC .010 Slot Prepack Screen, 3" Exp Point

Materials: Soil Sample Liners

(7) DPT GW Profiling Borings to 50' w/Sampling at 5 Intervals from GWT (6-10', 16-20', 26-30', 36-40' and 46-50').

Soil Sampling to ~6' (to GWT). Borehole Grouting and Patch to Surface.

Materials: GW Sampling Points

Locations must be accessible with track mounted DPT Rig

PROJECT

Dryclean USA #11423 3013 Yamato Road

Damages to utilities on private property during borehole clearance are the responsibility of the client

5904 Hampton Oaks Pkwy Suite F

CUSTOMER

GHD

Brian Moore

Tampa, Florida 33610 Boca Raton, Palm Beach County, Florida

DPT Soil and GW Sampling w/Well Installation

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

GHD SERVICES INC

REQUEST FOR DRILLING BIDS

Dryclean USA #11423 3013 Yamato Rd, Boca Raton, Palm Beach County, Florida FDEP Drycleaner Program Site

GHD Services Inc. (GHD) is requesting bids for continuous soil sampling to depth, groundwater profiling, and the construction of monitoring wells at the above-referenced project Site. The drycleaner is located within a strip shopping center. Underground utility services are assumed to be present and active.

Expected lithology beneath the site includes gray/brown fine sand from land surface to 40 feet below land surface. The depth to water at the site is expected to be on the order of 3 to 5 feet bls.

The Driller will provide cost estimates to obtain continuous soil samples using direct-push techniques at one (1) location, advance seven (7) direct-push profiling points, install five (5) shallow monitoring wells, and one (1) deep well. GHD will obtain permission from the Owner and contact the statewide utility location services. The Driller will obtain all necessary well permits.

The following are the specifications:

Lithology Boring – one (1) Exterior Locations

1. The Driller will obtain continuous soil samples from surface to the total depth (50 feet) of investigation.

2. GHD desires to obtain representative soil samples from land surface to a projected total depth of 50 ft bls using hand auger and direct-push equipment.

3. Upon completion, the borehole shall be backfilled with Portland cement, or a Portland cement/bentonite mixture. The backfill material will be placed using a grout pump from the bottom up.

Direct-Push Sampling – seven (7) Exterior Locations

1. The Driller will obtain continuous soil samples from surface to the water table at all boring locations.

2. GHD desires to obtain representative soil (above the water table) and groundwater samples to a projected total depth of 50 ft bls at each location. Continuous soil samples will be collected from above the water table (estimated at 4 to 6 ft bls) and groundwater samples will be collected at approximately 10-ft intervals to the total depth, starting at the water table.

3. The boreholes shall be backfilled with Portland cement, or a Portland cement/bentonite mixture. The backfill material will be placed using a grout pump from the bottom up.

Exterior Shallow Monitoring Wells (5) Locations

1. During same mobilization, use direct-push techniques to install five exterior permanent monitoring wells. Driller shall specify the actual drilling method proposed. The actual depth will be determined in the field by GHD’s field representative based on the Site lithology and groundwater screening results. The projected total depths are 15 ft bls.

2. The wells will be constructed of 1-inch diameter, Schedule 40 PVC casing and 0.010-inch slotted, factory “pre-packed” screen.

3. The screened interval will be 10 feet in length, based on a field determination by GHD.

4. The remaining space between borehole wall and the well screen will be backfilled with 20/30 gradational silica sand up to approximately one foot above the well screen. A one foot section of fine (30/65 gradational silica) sand will be placed above the sand pack as a seal.

5. The sand pack and seal will be poured or tremied in place as the drive casing is removed. The Driller will ensure proper placement of sand and verify that the sand pack has not bridged. The depth to the top of the sand pack will be verified.

6. The annular area above the fine sand seal will be topped with neat cement grout to prevent surface runoff from entering the annular area.

7. The wells will be completed at ground surface with a flush-mounted concrete pad, bolt-down steel cover and water-tight locking cap.

Exterior Deep Monitoring Well (1) Location

1. During same mobilization, use direct-push techniques to install one deep exterior permanent monitoring well. Driller shall specify the actual drilling method proposed. The actual depth will be determined in the field by GHD’s field representative based on the Site lithology and groundwater screening results. The projected total depth is 50 ft bls.

2. The well will be constructed of 1-inch diameter, Schedule 40 PVC casing and 0.010-inch slotted, factory “pre-packed” screen.

3. The screened interval will be 5-10 feet in length, based on a field determination by GHD.

4. The remaining space between borehole wall and the well screen will be backfilled with 20/30 gradational silica sand up to approximately one foot above the well screen. A one foot section of fine (30/65 gradational silica) sand will be placed above the sand pack as a seal.

5. The sand pack and seal will be poured or tremied in place as the drive casing is removed. The

Driller will ensure proper placement of sand and verify that the sand pack has not bridged. The depth to the top of the sand pack will be verified.

6. The annular area above the fine sand seal will be topped with neat cement grout to prevent surface runoff from entering the annular area.

7. The well will be completed at ground surface with a flush-mounted concrete pad, bolt-down steel cover and water-tight locking cap.

All down-hole tools will be steam-cleaned between locations.

Following installation, each well will be developed by overpumping until the discharge stream is free of visible sediments. GHD will oversee the development process and determine when the development is complete at each location.

All discharge water and drill cuttings will be containerized in 55-gallon drums suitable for later shipping. The Driller shall provide the cost per drum in the lump sum bids below.

If additional mobilizations are required, the bid rates provided will be used.

Bids must be submitted on the attached form to the contact shown below:

Brian Moore GHD Services Inc.

5904 Hampton Oaks Parkway, Suite F Tampa, Florida 33610

Phone: (813) 257-0658 Fax: (813)971-1862.

GHD BID FORM

Dryclean USA#11423

3013 Yamato Rd, Boca Raton, Palm Beach County, Florida

ITEM 1 Mobilization Lump Sum Cost Per Mobilization: $

ITEM 2 Advance one (1) exterior lithology boring to 50 ft bls. Drum all wastes.

Lump Sum Cost per exterior lithology boring (est @ 50’) $ /Boring

ITEM 3 Advance seven (7) exterior direct-push profile borings with continuous soils above water table and groundwater profiling at app. 10 ft intervals to 50 ft bls. Drum all wastes.

Lump Sum Cost per exterior DP profile (est @ 50’) $ /Profile

ITEM 4 Install five (5) exterior shallow monitoring wells. Develop wells. Drum all wastes.

Lump Sum Cost per exterior Shallow Well (est @ 15’) $ /Well

ITEM 5 Install one (1) exterior deep monitoring well. Develop wells. Drum all wastes.

Lump Sum Cost per exterior Deep Well (est @ 50’) $ /Well

REQUIRED ADDITIONAL INFORMATION

Number of days required to complete DP Profiling: days

Number of days required to complete well network: days

Cost to supply, fill, and stage drums at central area: per drum

Number of drums required drums

Cost for well installation permits: each Total for permits

Total Quote austin_pdsflorida.co Typewritten Text 2.5 austin_pdsflorida.co Typewritten Text austin_pdsflorida.co Typewritten Text $70.00 austin_pdsflorida.co Typewritten Text austin_pdsflorida.co Typewritten Text $75.00 per site up to 8 austin_pdsflorida.co Typewritten Text $75.00 austin_pdsflorida.co Typewritten Text 2,775.00 austin_pdsflorida.co Typewritten Text 700.00 austin_pdsflorida.co Typewritten Text 750.00 austin_pdsflorida.co Typewritten Text 750.00 austin_pdsflorida.co Typewritten Text 1,500.00 austin_pdsflorida.co Typewritten Text $15,030.00

Bidder agrees that the proposed costs for the work specified in this bid package will be good for a period of 180 days from the bid opening.

Name of Bidder Authorizing Signature and Title

Address Date austin_pdsflorida.co Typewritten Text Austin Bonacum austin_pdsflorida.co Typewritten Text 8820 66th St North, Pinellas Park, FL 33782 austin_pdsflorida.co Typewritten Text Project Estimator austin_pdsflorida.co Typewritten Text 6/14/2023

GHD BID FORM

Dryclean USA#11423

3013 Yamato Rd, Boca Raton, Palm Beach County, Florida

ITEM 1 Mobilization Lump Sum Cost Per Mobilization: $

ITEM 2 Advance one (1) exterior lithology boring to 50 ft bls. Drum all wastes.

Lump Sum Cost per exterior lithology boring (est @ 50’)

ITEM 3 Advance seven (7) exterior direct-push profile borings with continuous soils above water table and groundwater profiling at app. 10 ft intervals to 50 ft bls. Drum all wastes.

Lump Sum Cost per exterior DP profile (est @ 50’) $ /Profile

ITEM 4 Install five (5) exterior shallow monitoring wells. Develop wells. Drum all wastes.

Lump Sum Cost per exterior Shallow Well (est @ 15’) $ /Well

ITEM 5 Install one (1) exterior deep monitoring well. Develop wells. Drum all wastes.

Lump Sum Cost per exterior Deep Well (est @ 50’) $ /Well

REQUIRED ADDITIONAL INFORMATION

Number of days required to complete DP Profiling: days

Number of days required to complete well network: days

Cost to supply, fill, and stage drums at central area: per drum

Number of drums required drums

Cost for well installation permits: each Total for permits

Total Quote

3,275.00

$2,675..00 Per boring

1,620.00

2,175.00

3,150.00

In the cost of the line items

In the cost of the line items

In the cost of the line items In the cost of the line items

$31,315.00

Bidder agrees that the proposed costs for the work specified in this bid package will be good for a period of 180 days from the bid opening.

Name of Bidder Authorizing Signature and Title

Address Date

Cascade Remediation Services

3020 Avondale Mill Road MAcon, GA 31216

/ Project Manager

6/16/2023

408 Ditmar Street

Pensacola, FL 32503

ErwinRemediation@Gmail.com - P.O. Box 884 Gulf Breeze, FL 32562

(850) 292-6511

To: Mr. Brian Moore

GHD

5904 Hampton Oaks Parkway, Suite F Tampa, FL 33610

June 13, 2023

Re: Non-Hazardous Drum Disposal – State of Florida

Mr. Moore:

The price for the transportation and disposal (T&D) of drums of non-hazardous soil and water located in the State of Florida is listed below.

Non-Hazardous Drums:

Description Rate Unit

False Mobilization (No drum found) $ 85.00 Per Stop

T&D - Non-Haz Soil $ 110.00 Per Drum

T&D - Non-Haz Water $ 125.00 Per Drum

The prices listed are all inclusive without any additional fees or charges (fuel surcharge, low volume stop fee etc.) and are valid for all regions in the State of Florida except for the Florida Keys. Pricing for sites located in the Florida Keys will be bid on a case-by-case basis dependent on the volume of drums and the location.

The lab data we require for the disposal of drums of petroleum impacted soils are totals for BTEX and the 4 RCRA metals (arsenic, cadmium, chromium, and lead), with analyses no older than 1 year from the estimated disposal date.

We do not require analyticals for the disposal of Petroleum Contact Water (PCW) as long as it has only been impacted with petroleum - not pesticides, herbicides or dry-cleaning solvents etc.

Please ensure that all drum lids are properly secured and that drums are on a level surface like the surrounding area (i.e., not on a pallet, etc.). A single False Mobilization fee will apply if our driver is not able to locate a drum on site or if we are unable to access the property due to a locked gate, etc.

This quote is valid for 90 days.

408 Ditmar Street Pensacola, FL 32503

ErwinRemediation@Gmail.com - P.O. Box 884 Gulf Breeze, FL 32562

(850) 292-6511

Respectfully, Robert Donado Erwin Remediation, Inc.

Email: Robert@erwinremediation.com Office: (850) 466-2358

From: Craig Burns To: Brian Moore Subject: GHD_IDW Bids Date: Thursday, June 15, 2023 4:44:59 PM Attachments: image001.png image002.png image003.png image004.png image005.png image096817.png image917004.png image189789.png image753107.png image121425.png image970797.png

See below Brian.

www.enviroserve.com

24/7 Emergency Response

(800) 488‑0910

Craig Burns Account Manager 755 Prairie Industrial Pkwy Mulberry, FL 33860 M 863 327 6289 craigburns@enviroserve.com

From: Brian Moore <Brian.Moore@ghd.com> Sent: Tuesday, June 13, 2023 11:41 AM To: Craig Burns <craigburns@enviroserve.com> ZjQcmQRYFpfptBannerEnd

Craig, Can you provide quotes of IDW soil/water disposal at the below sites assuming non-haz?

DC USA #11423 Boca Raton, FL $120/per drum T&D plus 10% FSC Center Cleaners Bradenton, FL $120/per drum T&D plus 10% FSC Becky’s Valet Tampa, FL $110/per drum T&D plus 10% FSC *$50/stop fee at any location that has less than 6 drums picked up*

Thank you

BRIAN MOORE PE

GHD

Proudly employee owned | ghd.com 5904 Hampton Oaks Parkway Suite F Tampa FL 33610 USA O 813 971 3882 D 813 257 0658 M 813 335 2147 E brian.moore@ghd.com

The Power of Commitment

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From: Andrew Skirpan To: Brian Moore Cc: Scott Pearce Subject: RE: HEPACO/Services Date: Wednesday, April 19, 2023 9:43:09 AM Attachments: image001.png image002.png image003.png image004.png image005.png image006.png

Hello Brian, Thank you for the opportunity. I did speak with Operations, Assuming it is Non/Haz we would charge $160 a Drum, and $135 an hour for T&D.

If you have any questions, please contact me directly.

Thanks, Andy

Andrew Skirpan Territory Account Manager M (904) 864-8127 E askirpan@hepaco.com HEPACO.com 5371 Hartford Street Suite 204 Tampa FL,33619

1-800-888-7689 24/7 EMERGENCY RESPONSE

From: Brian Moore <brian.moore@ghd.com> Sent: Tuesday, April 18, 2023 10:10 AM To: Andrew Skirpan <askirpan@hepaco.com> Cc: Scott Pearce <jpearce@hepaco.com> Subject: RE: HEPACO/Services

HEPACO Notice: This communication is from an [EXTERNAL] sender.

If this email looks suspicious, do NOT click or open any links or attachments in the email. To report a suspicious email, click on the Phish Alert Report icon located on the Outlook menu mailto:askirpan@hepaco.com mailto:Brian.Moore@ghd.com mailto:jpearce@hepaco.com

5471 W. Waters Avenue Suite 100 Tampa Florida 33634 Main: 877 627 3772

VIA Brian.Moore@ghd.com June 20, 2023

GHD Services Inc 5904 Hampton Oakds Parkway, Suite F Tampa, Florida 33610

Proposal for Professional Services Woodfield – Plaza Dryclean USA#11423 3013 Yamato Road B-4

Parcel A-1, Woodfield Plaza PB 68, Page 167 Boca Raton, Palm Beach County, Florida Colliers Engineering & Design Proposal No.: 23008661P

Dear Brian Moore, Colliers Engineering & Design, Inc. (DBA Maser Consulting) is pleased to submit this proposal to provide professional services for a Boundary & Partial Topographic Survey in Boca Raton, Florida.

The property in question is located at the Northwest quadrant of Yamato Road and Jog Road in Palm Beach County, Florida. The overall property perimeter consists of approximately 7.408 acres of land and currently an active strip shopping center.

This proposal is divided into four sections as follows:

Section I – Scope of Services Section II – Business Terms and Conditions Section III – Technical Staff Hourly Rate Schedule and Reimbursable Expenses Section IV – Client Contract Authorization

The order in which the following scope of services are presented generally follows the sequence in which the project will be accomplished; however, depending on the project, the various authorized services contained in this proposal may be performed in a sequence as deemed appropriate by Colliers Engineering & Design to meet project schedules.

Section I – Scope of Services

Based on our conversations and information noted above, we propose to complete the following:

Boundary Survey

Colliers Engineering & Design will prepare a Boundary Survey of A-1, as per map or plat thereof Woodfield Plaza as recorded in Plat Book 68, Page 167 of the Public Records of Palm Beach County, Proposal No. 23008661P June 20, 2023 Page 2 | 14

Florida in accordance with the Standards of Practice as established by the Florida Board of Surveyors and Mappers.

Included in this task of service are the following tasks:

Public records research and pre-field records review;

Field traverse, location survey and data collection;

Field survey data reduction and computation;

Boundary analysis and survey calculations;

Preparation of legal description of the subject property’s boundary.

Unless provided by the client, the boundary survey will be subject to such facts that a current and accurate title report would disclose.

The client should furnish the surveyor with the following information/documents before we initiate services on the project:

A copy of the property deed(s) of record;

A copy of the property title binder;

A copy of all adjoining deeds and reference filed maps. (Colliers Engineering & Design can obtain this information for you if you are unable to through our subcontractor. This fee will be passed onto you as a reimbursable expense);

A corner marker waiver form (unless corner markers are desired to be set) (form enclosed);

A statement in writing of the person or persons to be named in the certification of survey (form enclosed).

Final Deliverable. The final deliverable will be a maximum of three (3) hardcopies signed and sealed by a Florida Surveyor and Mapper, and an electronic file copy in Adobe pdf format. Draft deliverables will be in form of electronic file Adobe pdf format.

Delivery of hard copy maps will be limited to one (1) package sent to one (1) address, one (1) time.

Additional delivery of hard copy maps will be billed as a reimbursable expense in accordance with Section III of this agreement.

The fee for this task is based upon the assumption that the deed mathematically closes, that there are no title problems, that there are no overlaps or gores with adjoining properties and that extraordinary research or analysis is not…