CN-370000-HW686-DC014B.pdf

Funding Information:

Org. Code E.O. Object Code Budget Entity Appropriation

Category Grant # Project # Year Amount

☐ Additional Funding Information attached on separate page.

Rev. 8/26/2020

STATE OF FLORIDA

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Task Assignment This Task Assignment (TA) is entered into between the Parties named below, pursuant to Contract Number: .

1. TA Number: TA Completion Date:

TA Description:

2. Parties State of Florida Department of Environmental Protection (Department)

Department Project Manager: Department Project Manager Phone:

Contractor Name: (Contractor ) ntractor’st ’s Project Manager: ontractor’s t’s Project Manager Phone:

3. Project Number:

(If different from TA Number)

Project Location(s):

Project Name:

4. As consideration for the services rendered by Contractor under the terms of this TA, the Department shall pay the Contractor on the following bases, up to the Total TA Value as indicated below:

☐ Fixed Price:

☐ Fixed Unit Rate: (Extended Price)

☐ Cost Reimbursement:

Total TA Value:

5. The Parties agree to comply with the terms and conditions of the underlying the Contract, and the following attachments which are hereby incorporated by reference:

Attachment 1:

☐ Additional Attachments (if necessary):

IN WITNESS WHEREOF, this TA shall be effective on the last date signed below.

State of Florida Department of Environmental Protection

CONTRACTOR Department Name:

Title: Secretary or Designee

(Authorized Signature) (Authorized Signature) Date:

☐ Additional signatures attached on separate page.

HW686

DC014B Completion January 20, 2024

This Task Assignment authorizes Professional Service Industries, Inc. (PSI) to conduct Site Assessment activities in accordance with the PSI scope of work, cost estimate, and schedule received on February 13 2023.

Skylar Schwed 850-245-8795 Contractor Contractor

Contractor Contractor

Contractor Contractor

Contractor

Professional Service Industries, Inc. (Intertek-PSI)

Professional Service Industries, Inc. (Intertek-PSI)

Nana G. Westmark 813-886-1075

ERIC_4750

2291 East Bearss Avenue Tampa, Hillsborough County, Florida

Classic Cleaners

✔ $ 99,384.15

$ 99,384.15

Scope of Work

Nana Westmark

Senior Geologist / Principal Consultant

Nana G Westmark Digitally signed by Nana G Westmark Date: 2023.03.21 08:19:59 -04'00'

Jennifer Farrell

Digitally signed by Jennifer Farrell Date: 2023.03.16 15:50:40 -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 GPR Field Notes, Survey Notes & Lab Results of Well Sampling 05/15/2023

Subtask 3 Field Logs AND Lab Results 08/08/2023

Subtasks 1 & 4 Project Management AND Site Assessment Report which include IDW manifests 09/10/2023

Subtask 2 Submittal and FDEP approval of the GPR Field Notes, Survey Notes & Lab Results of Well Sampling $ 10,446.45

Subtask 3 Submittal and FDEP approval of the Field Logs AND Lab Results $ 72,284.07

Subtasks 1 & 4 Submittal and FDEP approval of the Site Assessment Report which include IDW manifests AND Project Management $ 16,653.63

$ 99,384.15

HW686

DC014B

Printed on recycled paper.

FLORIDA DEPARTMENT OF

Environmental Protection

Bob Martinez Center 2600 Blair Stone Road

Tallahassee, FL 32399-2400

Ron DeSantis Governor

Jeanette Nuñez Lt. Governor

Shawn Hamilton Secretary

To:

From:

Date:

HW686 Contract Negotiation File Classic Cleaners Tampa, Hillsborough County

ERIC_4750

Skylar Schwed, Project Manager March 13, 2023

Subject: Negotiation Summary

HW686 DC014B

This Task Assignment authorizes PSI to conduct groundwater monitoring activities in accordance with the February 13, 2023, Scope of Work, and Cost Estimate.

PSI confirmed on February 13, 2023, that an Access Agreement with the current real property owner of the Classic Cleaners (ERIC_4750) site has been executed.

The original Task Assignment totaled $99,384.15 with 422.6 labor hours but after negotiations and corrections with the contractor costs are reflected below:

The FDEP Project Manager agrees to the scope of work and final cost associated with this Task Assignment. The final cost for this Task Assignment is $99,384.15 with 422.6 labor hours.

PSI may invoice following the schedule established in the Deliverables and Invoice Schedule Attachment, which accompanies the Task Assignment Notification Form.

FDEP COST ESTIMATE

Contractor: Professional Service Industries, Inc. (Intertek-PSI)

Date: 2/13/2023

Task #: SubTask 1 Project Management SubTask 6

Site: Classic Cleaners ERIC_4750 SubTask 2 GPR, Survey SubTask 7

Activity/Phase: Site Assessment SubTask 3 Assessment SubTask 8

Project Manager: Nana Westmark SubTask 4 Data Evaluation / Report SubTask 9

SubTask 5 SubTask 10

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

$56.99 Project Manager 29.1 29.1 $64.90 Principal Consultant, DC 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 $60.00 Senior Engineer, MR 3.0 0.0 3.0 0.0 0.0 0 0 0 0 0 $56.99 Senior Geologist, NW 39.0 2.0 10.0 27.0 0.0 0 0 0 0 0 $57.69 Senior Scientist, MR 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0

$0.00 Certified Industrial Hygientist 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 $0.00 Certified Hazardous Materials Manager 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 $0.00 Florida Licensed Asbestos Consultant 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 $0.00 Project Manager 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0

$43.27 Project Engineer, JN 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 $43.27 Project Engineer, IK 36.0 0.0 16.0 20.0 0.0 0 0 0 0 0 $40.87 Project Engineer, MK 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 $37.00 Project Geologist, SAM 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 $33.74 Project Scientist, SB 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 $28.51 Project Scientist, AH 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 $29.77 Project Scientist, RF 158.5 8.5 111.0 39.0 0.0 0 0 0 0 0

$0.00 QA Officer 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 $31.51 Remediation Specialist, RH 50.5 0.0 50.5 0.0 0.0 0 0 0 0 0 $29.86 GIS / CAD Specialist, DG 16.0 0.0 0.0 16.0 0.0 0 0 0 0 0

$0.00 Staff Engineer 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 $24.04 Staff Scientist, OG 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 $25.00 Staff Scientist, QH 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 $30.91 Environmental Specialist, CC 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 $22.06 Environmental Specialist, MZ 86.5 0.0 86.5 0.0 0.0 0 0 0 0 0 $20.81 Administrative Assistant, BM 4.0 0.0 0.0 4.0 0.0 0 0 0 0 0

Total Hours 422.6 29.1 10.5 277.0 106.0 0.0 0 0 0 0 0

Direct Labor $14,395.44 $1,656.11 $367.03 $8,246.14 $4,126.16 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Overhead 151.02% $21,740.00 $2,501.06 $554.29 $12,453.32 $6,231.33 $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 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 $36,135.44 $4,157.17 $921.32 $20,699.46 $10,357.49 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

REV: 02/03 CEF PSI Intertek Page 1

FDEP COST ESTIMATE

Contractor: Professional Service Industries, Inc. (Intertek-PSI)

Date: 2/13/2023

Task #: SubTask 1 Project Management SubTask 6

Site: Classic Cleaners ERIC_4750 SubTask 2 GPR, Survey SubTask 7

Activity/Phase: Site Assessment SubTask 3 Assessment SubTask 8

Project Manager: Nana Westmark SubTask 4 Data Evaluation / Report SubTask 9

SubTask 5 SubTask 10

Totals 1 2 3 4 5 6 7 8 9 10

Travel

Vehicle Rental $2,760.00 $120.00 $2,640.00 $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 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Travel $2,760.00 $120.00 $2,640.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor (Equipment Procurement)

MAGS well materials $463.33 $0.00 $463.33 $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 $463.33 $0.00 $463.33 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Procurement Fee $46.33 $0.00 $46.33 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $509.66 $0.00 $509.66 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor (Services Procurement)

Drilling (Conventional) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Drilling (Non-conventional) $20,790.00 $0.00 $20,790.00 $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 SurvTech Solutions, Inc. $6,930.00 $6,930.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

IDW $625.00 $0.00 $0.00 $625.00 $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

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 GeoTek, LLC $1,500.00 $1,500.00 $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 $29,845.00 $8,430.00 $20,790.00 $625.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Handling Fee $2,984.50 $843.00 $2,079.00 $62.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $32,829.50 $9,273.00 $22,869.00 $687.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Laboratory

Analytical Costs $16,526.00 $0.00 $16,526.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fast Turnaround Charges $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Sample Shipping $150.00 $0.00 $150.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Laboratory $16,676.00 $0.00 $16,676.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Field Expenses Personal Protection $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Expendables $720.00 $40.00 $680.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Drilling related) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Analytical related) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (IDW related) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Other) $6,140.00 $0.00 $6,140.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Field Expenses $6,860.00 $40.00 $6,820.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subtotal $95,770.60 $4,157.17 $10,354.32 $70,214.12 $11,044.99 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Completion Fee $3,613.55 $415.72 $92.13 $2,069.95 $1,035.75 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Total Estimated Cost $99,384.15 $4,572.89 $10,446.45 $72,284.07 $12,080.74 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

REV: 02/03 CEF PSI Intertek Page 2

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Classic Cleaners ERIC_4750 SubTask 2 GPR, Survey

DATE: 2/13/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Senior Geologist Tenant, owner notification 1 Technical oversight 1

Total Hours: 2 Project Scientist, R Fetter Field event preparation 1

Travel, roundtrip 1.5 GPR oversight 3 Specific Boundary Survey oversight 3

Total Hours: 8.5

TOTAL LABOR 10.5

VEHICLE TYPE RATE UNIT USEAGE

Equipment Van / Truck, GPR oversight $120.00 day 1 $120.00

TOTAL VEHICLE $120.00

PER DIEM STAFF RATE UNIT USEAGE

$0.00 $0.00 $0.00 $0.00

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

$0.00

GeoTek, LLC Ground penetrating radar 1 $1,500.00 $1,500.00 SurvTech Solutions, Inc. Boundary survey 1 $6,930.00 $6,930.00

$0.00 $0.00

TOTAL $8,430.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

$0.00

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

$0.00

Expendables $40.00 day 1 $40.00 $0.00 $0.00 $0.00

TOTAL EQUIPMENT $40.00

FINAL --7/24/96

Page 4 Classic Cleaners ERIC_4750 SA 0552-392997

SubTask 3 Assessment

DATE: 2/13/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Lithologic Profile / Piezometer Installation Senior Geologist, N Westmark Technical Oversight 3

Notification to tenant, owner 1 Hours: 4

Project Scientist, R Fetter Field event preparation 1 Travel, (1.5 hr per roundtrip) 3 Lithologic profile to ~50 ft 16 Oversight of piezometer installation 3 Measure GW elevation, evaluate flow direction 0.5 Stage IDW drums 1

Hours: 24.5

Interior Soil Borings, Soil Sampling

Project Scientist, R Fetter Field event preparation 1

Travel, (1.5 hr per roundtrip) 3

Provide documentation of soil borings logs, soil classification 4

Collect soil samples to 10 feet bls at 2 locations 7.5

Prepare SPLP samples for potential analyses 2

Prepare Chain of custody 0

Hours: 17.5 Remediation Specialist, R Hanson Travel, (1.5 hr per roundtrip) 3

Set-up equipment, visqueen inside building 3

Core through concrete inside building 0

Collect soil samples to 10 feet bls at 2 locations 7.5

Prepare SPLP samples for potential analyses 2

Stage IDW drums 1

Prepare Chain of custody 1

Hours: 17.5

Environmental Specialist, M Zilske Travel, (1.5 hr per roundtrip) 3

Set-up equipment, visqueen inside building 0

Core through concrete inside building 5

Collect soil samples to 10 feet bls at 2 locations 7.5

Prepare SPLP samples for potential analyses 2

Hours: 17.5

MAGS Well Installation Remediation Specialist, R Hanson Travel, (1.5 hr per roundtrip) 3

Set-up equipment, visqueen inside building 1 Install MAGS wells 12

Hours: 16

Environmental Specialist, M Zilske Travel, (1.5 hr per roundtrip) 3 Set-up equipment, visqueen inside building 1 Install MAGS wells 12

Hours: 16

Page 5 Classic Cleaners ERIC_4750 SA 0552-392997

MAGS Testing Senior Engineer, M Rothenburg Technical Assistance 3

Hours: 3

Environmental Specialist, M Zilske Travel, (1.5 hr per roundtrip) 3 Set up existing system for MAGS 3 Well head assembly set-up 1 Operate MAGS event (1 hrs - 6 points) 6 Collect measurements from other wells 3 Dismantle MAGS equipment 1

Hours: 17

Remediation Specialist, R Hanson Travel, (1.5 hr per roundtrip) 3 Set up existing system for MAGS 3

Well head assembly set-up 1

Operate MAGS event (1 hrs - 6 points) 6

Site Restoration outside building 3

Dismantle MAGS equipment 1 Hours: 17

Project Engineer, I King Travel, (1.5 hr per roundtrip) 3 Technical review of data during testing 3 Collect vacuum and flow readings (1 hrs / point - 6 points) 6 Written documentation of data collection 4

Hours: 16

Groundwater Screenpoint Sampling Senior Geologist, N Westmark Screenpoint evaluation and selection 2

Project Scientist, R Fetter Field event preparation 1 Travel, roundtrip 3 9 Groundwater screenpoint sampling, 3 depths 20 Sample kit pick-up, drop-off 2

Hours: 26

Exterior Soil Borings Project Scientist, R Fetter Field event preparation 1

Travel, (1.5 hr per roundtrip) 1.5 Soil boring installation oversight 8 Sample kit pick-up, drop-off 2

Hours: 12.5

Environmental Specialist, M Zilske Travel, roundtrip 1.5 Soil sampling 8 Sample kit pick-up, drop-off 2

Hours: 11.5

Equipment area breakdown and cleanup will occur following completed tasks (including decon areas, removal of traffic barricades, backfill of all open voids occurring from soil borings with clean sand; patching of concrete and asphalt locations leaving the site in as close to the original condition as possible.)

Page 6 Classic Cleaners ERIC_4750 SA 0552-392997

Monitoring Well Installation Oversight Senior Geologist, N Westmark Technical Oversight 4

Project Scientist, R Fetter Field event preparation 1 Travel (1.5 hr per roundtrip) 4.5 Monitoring well installation oversight 23 Stage IDW drums 2

Hours: 30.5

Monitoring Well Sampling Environmental Specialist, M Zilske Field event preparation 1

Travel, (1.5 hr per roundtrip) 3 Groundwater well sampling 4 shallow wells (1 hr per shallow well) 4 5 intermediate wells (1.5 hrs per intermediate well) 7.5 3 deep wells (2 hrs per deep well) 6 Stage IDW drums 1 Sample kit pick-up, drop-off 2

Hours: 24.5

Summary of Total Hours M Rothenburg 3

N Westmark 10

I King 16

R Fetter 111.0

R Hanson 50.5

M Zilske 86.5

TOTAL LABOR 277.0

Page 7 Classic Cleaners ERIC_4750 SA 0552-392997

VEHICLE TYPE RATE UNIT USEAGE

$0.00

Lithologic Profile Piezometer Installation Equipment Van / Truck 1 person, 2 day $120.00 day 2 $240.00

Interior Soil Borings, Soil Sampling Equipment Van / Truck 3 persons, 2 days $120.00 day 4 $480.00 (2 people in one truck, one person in 2nd truck)

MAGS Well Installation Equipment Van / Truck 2 persons, 2 days $120.00 day 2 $240.00

MAGS Testing Equipment Van / Truck 3 persons, 2 days $120.00 day 4 $480.00 (2 people in one truck, one person in 2nd truck)

Groundwater Screenpoint Sampling Equipment Van / Truck 1 person, 2 day $120.00 day 2 $240.00

Exterior Soil Borings Equipment Van / Truck 2 persons, 1 day $120.00 day 2 $240.00

Monitoring Well Installation Oversight Equipment Van / Truck 1 person, 3 days $120.00 day 3 $360.00

Monitoring Well Sampling Equipment Van / Truck 1 persons, 3 days $120.00 day 3 $360.00

$0.00

TOTAL VEHICLE $2,640.00

PER DIEM RATE UNIT USEAGE

$0.00 $0.00 $0.00 $0.00

TOTAL PER DIEM $0.00

Page 8 Classic Cleaners ERIC_4750 SA 0552-392997

SUBCONTRACTOR COSTS

NAME PURPOSE COST TOTALS

ATI Drilling 1 $20,790.00 $20,790.00 $0.00 $0.00

TOTAL $20,790.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC TOTALS

$0.00

Halocarbons by EPA Method 8260 $73.00 100 $7,300.00 42 water and 58 soil samples

Aromatics by EPA Method 8260 $60.00 100 $6,000.00 42 water and 58 soil samples

SPLP Extraction by EPA Method 1311 / 1312 $45.00 20 $900.00

ENCORE samples $16.00 58 $928.00 $0.00

TO-15 (VOCs) $200.00 6 $1,200.00

Summa cannisters $33.00 6 $198.00 $16,526.00

Shipping, large, overnight (Summa) $150.00 1 $150.00

$0.00

TOTAL LAB $16,676.00

RATE COSTING UNIT USEAGE TOTALS

MAGS Well Supplies

PVC cement $7.96 each 3 $23.88

PVC well screen, 2 inch 5 ft screen, 10 or 20 slot $40.00 each 6 $240.00

PVC casing, 5 ft lengths for riser $20.95 each 6 $125.70

2 in PVC cap $4.54 each 6 $27.24

2 inch PVC SCH 40 adaptor $2.61 each 6 $15.66 concrete mix $6.47 each 2 $12.94 sand $5.97 each 3 $17.91

TOTAL EQUIPMENT PROCUREMENT $463.33

EQUIPMENT PROCUREMENT

lithologic profile, screening, direct push, well installation

Page 9 Classic Cleaners ERIC_4750 SA 0552-392997

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

$0.00

Lithologic Profile Monitoring Well Installation Kit $325.00 day 2 $650.00 Expendables $40.00 day 2 $80.00

Interior Soil Borings, Soil Sampling Soil Sampling through concrete kit $235.00 day 2 $470.00 Expendables $40.00 day 2 $80.00

MAGS Well Installation Soil Assessment Kit $175.00 day 2 $350.00 Expendables $40.00 day 2 $80.00

MAGS Testing Construction Pilot Test Kit $360.00 day 2 $720.00 Portable Generator $70.00 day 2 $140.00 Regen Blower $180.00 day 2 $360.00 GPS $175.00 day 2 $350.00 Expendables $40.00 day 2 $80.00

Groundwater Screenpoint Sampling Shallow Groundwater Monitoring Kit $290.00 day 2 $580.00 Expendables $40.00 day 2 $80.00

Exterior Soil Borings Soil Assessment Kit $175.00 day 1 $175.00 Expendables $40.00 day 1 $40.00

Monitoring Well Installation Oversight Monitoring Well Installation Kit $325.00 day 3 $975.00 Expendables $40.00 day 3 $120.00

Monitoring Well Sampling Shallow Groundwater Monitoring Kit $290.00 day 3 $870.00 Expendables $40.00 day 3 $120.00

Drums for IDW $100.00 each 5 $500.00

Equipment $6,140.00 Expendables $680.00

$6,820.00 $0.00

TOTAL EQUIPMENT $6,820.00

Page 10 Classic Cleaners ERIC_4750 SA 0552-392997

SubTask 4 Data Evaluation / Report

DATE: 2/13/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Senior Geologist, N Westmark Evaluate Data in report text, raw data, tables, figures 22 Prepare recommendations 4

Sign and seal documents 1 Total Hours: 27

Project Engineer, I King Prepare tables, develop MAGS results 20

Project Scientist, R Fetter Evaluate raw data 12

Develop Report 15

Provide data for map development 12

Total Hours: 39

GIS/CADD Specialist, D Grove Developing drawings for evaluation and reporting 16

Administrative Assistant, B Meynardie Compile documents for report 4

TOTAL LABOR 106

VEHICLE TYPE RATE UNIT USEAGE

$0.00

$0.00

TOTAL VEHICLE $0.00

PER DIEM STAFF RATE UNIT USEAGE

$0.00 $0.00 $0.00 $0.00

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

$0.00

Petrotech Southeast IDW transport and disposal 5 $125.00 $625.00 $0.00

TOTAL $625.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

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

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

$0.00 $0.00 $0.00 $0.00

TOTAL EQUIPMENT $0.00

Page 11 Classic Cleaners ERIC_4750 SA 0552-392997

PSI Proposal: 0552-392997 February 13, 2023

Professional Service Industries, Inc.

5801 Benjamin Center Drive, Suite 112, Tampa, FL 33634

Phone: (813) 886-1075 Fax: (813) 249-4916 www.intertek.com/building

Florida Department of Environmental Protection Waste Site Cleanup Section 2600 Blair Stone Road, MS 4520 Tallahassee, FL 32399-2400

Attention: Ms. Skylar Schwed, Environmental Specialist III Contract Manager Telephone: (850) 245-8705, (850) 245-8795 Email: Skylar.Schwed@FloridaDEP.gov

Re: Site Assessment Cost Estimate and Level of Effort Classic Cleaners ERIC_4750 2291 East Bearss Avenue Tampa, Hillsborough County, Florida

Dear Ms. Schwed:

Professional Service Industries, Inc. (PSI), an Intertek company, is pleased to provide the proposal contained herein to provide a Site Assessment for the Classic Cleaners ERIC_4750, Tampa, Florida.

Included with this proposal is a discussion of project history to date, proposed scope of work, cost estimate and a proposed schedule for completion. According to the signed access form from May 2022, the same property owner is listed in the current property appraiser’s website for Hillsborough County.

PROJECT BACKGROUND

The Classic Cleaners facility, currently Sunshine Cleaners, is located at 2291 East Bearss Avenue, in the Meridia Square Shopping Plaza near the southeast corner of Bearss Avenue and North 22nd Street in Tampa, Hillsborough County, Florida. The subject site is situated approximately 1.3 miles east of Interstate I-275 and approximately 1.7 miles southwest of Tampa Palms, in central Hillsborough County. Classic Cleaners occupied the most northeastern tenant space of the multi-tenant commercial shopping plaza.

The drycleaner currently is a drop off drycleaning business. A stormwater retention feature for the plaza is situated along the southeastern portion of the property mailto:Skylar.Schwed@FloridaDEP.gov

FDEP – Classic Cleaners ERIC_4750

According to information available from the Hillsborough County Property Appraiser, the existing Meridia Square Shopping Center was constructed in 1990 and drycleaning operations for Classic Cleaners became active circa June 1990. The older machine was documented in the DSCP Application as having a leak beneath the solvent tank in September 1996 and was subsequently removed from the facility. The owner at the time then operated the cleaner as a drop-off facility until a new drycleaning machine could be installed.

Based on information from the FDEP database, drycleaning operations at the facility ceased in January 2012 when the cleaner converted to a dry drop-off facility.

A Site Screening Report dated May 30, 1997 identified PCE in one soil sample at a concentration of 20 mg/kg, exceeding the commercial direct exposure soil cleanup target level (SCTL) criteria. The sample was collected near the drycleaning machine from one foot below land surface (bls), potentially a composite sample as the report indicates it was collected from “in front and behind” the dryclean machine. Five additional soil samples were collected at different locations, the results of which, however, were not reported.

PSI visited the site on August 2, 2022, and met with Mr. Brad Ackerman, representative from property owner Meridia Associate, LTD, property manager, Mr. Jim Ward and the tenant, Mr. Jay Kim whom provided access inside the cleaner and the property.

As the Classic Cleaners has been accepted into the Drycleaning Solvent Cleanup Program, PSI was assigned to prepare a Site Assessment Work Plan. A Site Assessment Work Plan was submitted by PSI, revised per FDEP suggestions, resubmitted and approved in August 2022, and follows the guidelines presented in the July 2022 FDEP Contractor’s Workshop. Bids and quotations were solicited from various firms to provide services for the assessment. A copy of all quotations is attached.

PSI, therefore, proposes to conduct the Site Assessment at the Palm Dry Cleaners, as presented below.

1. Pre-Project Activities

• Utility Clearance/ Well Permits/ GPR Survey

• Professional Land Survey

2. Initial Mobilization

• Lithologic Boring

• Interior Soil Borings / Soil Sampling/ MAGS Well Installation

• Interior Monitoring Well Installation

• MAGS Testing

• Groundwater Screenpoint Sampling- Geoprobe (Direct Push)

• Exterior Soil Boring Installation / Soil Sampling

• Monitoring Well Installation

• Monitoring Well Sampling and Analysis

PROPOSED SCOPE OF WORK

Subtask 1. Project Management

This scope is provided for in the template worksheets.

Subtask 2. Notification/ Utility Locate / GPR Survey / Land Survey / Existing Monitoring Well

Sampling

Prior to mobilizing field crews, PSI will provide several site assessment preparation elements.

2.1 Notification – The tenant and/or owner of the property will be notified of the planned field activities.

2.2 Utility locates – Sunshine 811 will be notified for utility locates.

2.3 GPR – A ground penetrating radar (GPR) survey will be performed to determine the presence and location of subsurface utilities leading up to the building.

2.4 Land Survey – A Specific Purpose Survey with locations of improvements will be performed by a

Florida Licensed Surveyor and Mapper.

Subtask 3. Initial Mobilization

PSI will conduct an initial mobilization to consist of the following items.

3.1 Lithologic Boring / Piezometers Installation – Continuous lithologic profile to 50 feet bls or refusal depth will be performed utilizing a DPT rig equipped with a macrocore soil sampling system. The target geologic formation will be the Hawthorn clay layer. Three piezometers will be installed to evaluate shallow groundwater flow direction. The piezometers will be converted to shallow wells.

3.2 Interior Soil Borings / Soil Sampling/ MAGS Well Installation - Soil borings will be installed inside the building to evaluate source areas and potential contaminant release points near the former drycleaning machine, former spotting board and floor drains. Two soil borings will be installed outside the building. Soil borings will be hand-installed with a core drill and hand auger to the water table and will be screened utilizing an OVA-PID. Sample depth intervals will follow FDEP protocols and include 0 - 0.5 feet bls, 0.5 - 2 feet bls, 2 - 4 feet bls, 4 - 6 feet bls, 6 - 8 feet bls and 8 - 10 feet bls. The water table is estimated to be approximately 10 feet bls. Soil samples will be analyzed for VOHs and VOAs by EPA Method 8260.

Five MAGS wells will be installed inside five of the six soil borings inside the building and one location outside of the building (back door). The MAGS wells will be installed approximately 1-foot above the groundwater table. Each MAGS well will be installed to 8 feet bls and constructed with 2-inch diameter 7-foot lengths of screen (0.01-inch slot size) and 1 foot of casing. The MAGS wells will be completed at the surface with a 2-inch bronze metal cleanout plug. The MAGS wells will be installed as permanent for later use as SVE wells, if necessary.

3.4 Interior Monitoring Well Installation - A two-inch diameter monitoring well will be installed in one of the soil borings inside the building near the former drycleaning machine location. The well be installed to approximately 14 feet bls (if possible) with 10 feet of screen (0.01-inch slot size).

The well will be completed at the surface with a 2-inch bronze metal cleanout plug.

3.5 MAGS Testing - A well head assembly will be constructed to allow for vacuum, flow and temperature measurements from each MAGS point, and for each portion of the test. During each MAG point test, flow rate, well-head vacuum, and vacuum influence (measured from other MAG points, existing vacuum monitoring points and the horizontal SVE wells) will be measured approximately every 15- minute interval. The vacuum will be varied at the well head, starting from a low applied vacuum and incrementally increasing the vacuum. During each applied vacuum, the vapor flow rate will be measured for the purpose of determining the relationship of applied vacuum to flow rate. During this test, at each vacuum level, the vacuum influence will be measured from the nearby MAGs points or vapor monitoring points to assess the Radius of Influence (ROI). This test will also provide an indication of the maximum well head vacuum without excessive water entrainment. Vapor samples will be collected using SUMMA® canisters for analysis of volatile organic compounds using EPA Method TO-15. It is anticipated that one vapor sample will be collected for each well head test. The sample will be collected at the end of the test.

3.6 Groundwater Screenpoint Sampling - Geoprobe (Direct Push) - A DPT drilling rig will be used to evaluate horizontal and vertical migration of potential contamination from the former drycleaner at up to nine locations. It is anticipated that three depth intervals will be evaluated from site lithology and the intervals will be determined from continuous macrocore samples at each location. Based on previous assessment information, the depth intervals will be anticipated at 11- 15 feet bls, 21-25 feet bls and 31-35 feet bls. The groundwater samples will be submitted to a fixed-base laboratory for a standard turnaround time for VOH and VOA analysis.

3.7 Exterior Soil Boring Installation/ Soil Sampling – Exterior soil borings will focus on the backdoor area and one area to the side of the dryclean building. Soil borings will be installed to the water table immediately east of the building utilizing a hand auger and DPT drilling rig. A soil boring will be installed near the back door and the dumpster location of the facility. Soil samples will be collected from hand augered soil samples and macrocore sleeves and screened with an OVA-PID.

The water table is estimated to be approximately 10 feet bls. Soil samples will be retained for laboratory analysis from depth intervals 0-0.5 feet bls, 0.5-2 feet bls, 2-4 feet bls, 4-6 feet bls, 6-8 feet bls and 8-10 feet bls. Soil samples will be analyzed for VOHs and VOAs by EPA Method 8260.

Soil samples will be collected with an Encore sample such that SPLP analyses may be able to be run should the results indicate the concentrations of the contaminants of concern are above the Leachability criteria and below the Residential Exposure, of Chapter 62-777, FAC, and per FDEP approval.

3.8 Monitoring Well Installation - Geoprobe (Direct Push) – Subsequent to the preliminary groundwater screenpoint sampling data, it is estimated that additional cluster well sets will be required. Each cluster set will consist of a shallow, intermediate and possibly deep wells.

Although the exact depths of the wells will be determined by the groundwater testing of existing wells and the results of the lithologic profiling, for estimating purposes, the well screen intervals will be as follows:

• Shallow (up to 4 wells): 5- 15 feet bls;

• Intermediate (up to 5 wells): 20 - 25 feet bls and/or 30 – 35 feet bls;

• Deep (up to 3 wells): 40 - 45 feet bls; (depending on necessity)

Each shallow monitoring well will be installed with a DPT drilling rig and will be constructed with

1-inch diameter 10-foot lengths of pre-packed screen (0.01-inch slot size) and packed with 20/30 silica sand followed by a 30/65 silica sand seal and grouted to surface. Intermediate and deep wells will be constructed with 1-inch diameter 5-foot lengths of pre-packed screen (0.01-inch slot size) and packed with 20/30 silica sand followed by a 30/65 sand seal and grouted to surface. The wells will be completed at the surface with an 8-inch manway and a 2 ft by 2 ft concrete pad. Each well will be developed until the discharge water is visually clear. All drill cuttings and development fluids will be containerized for later transport and disposal.

3.9 Groundwater Sampling – Groundwater samples will then be collected from the newly installed monitoring wells and analyzed for VOHs and VOAs by EPA Method 8260. Natural Attenuation and Remedial Parameters may also be collected from an upgradient well, a source area well and a downgradient well, if necessary. Groundwater sampling will be conducted in general accordance with FDEP’s Standard Operating Procedure (SOP) DEP-SOP 001/01 for Field Activities. Equipment blanks and duplicates will not be collected for Quality Assurance/Quality Control purposes per recent guidance from the Waste Site Cleanup Section. Groundwater purging and sampling will be conducted in accordance with the FDEP SOP requirements.

Top of casing elevations will be measured for all located wells to an established benchmark. Depth to groundwater will be recorded at each well so that a groundwater iso-contour flow map can be generated.

3.10 Data Evaluation – The data collected from the activities described above will be evaluated and recommendations for additional assessment will be presented to the FDEP for approval prior to proceeding with an additional mobilization.

3.12 Investigation Derived Waste (IDW) – All soil cuttings, development water and purge water will be containerized in 55-gallon drums, labeled and staged on-site for characterization. Once the results are received, the drums will be transported for disposal / treatment at an approved facility.

It is estimated a total of 5 drums will be utilized for the assessment.

3.13 Deliverables – The following deliverables will be submitted to the FDEP upon completion of the site assessment:

• Site Assessment Report which will include a conceptual site model,

• Separate email with PFAS results. If the PFAS levels are above the EPA Health Advisory Level

(HAL) of 70 nanograms per liter (ng/L = parts per trillion), an email summary with map and brief information will be submitted within 48 hours of laboratory results. If the results are below the HAL, the email submittal will be provided concurrently, but separately, from the Site Assessment Report.

• ADaPT deliverable,

• Investigative Derived Wastes (IDW) manifests.

3.14 Quality Assurance / Quality Control – All field work will be performed in accordance with the most current version of the FDEP Standard Operating Procedures guidelines. In addition, an FDEP approved fixed-base laboratory will perform all analyses associated with the delineation of the contaminant plume at the subject site. Please note that recent FDEP guidelines do not require the collection or analysis of trip blanks, equipment blanks, or duplicate samples.

3.15 Health and Safety – Drilling and sampling operations will be directed by a PSI field supervisor, and field personnel will be OSHA trained in accordance with 29 CFR 1910.120.

3.16 ADaPT – The laboratory data will be validated using the FDEP’s Automated Data Processing Tool

(ADaPT) program to ensure that all required quality control targets were met. The data will be uploaded to the FDEP portal for review and approval.

COST ESTIMATE AND SCHEDULE

The estimated cost to perform the Site Assessment is shown on the attached Cost Estimate and Level of Effort sheets. The deliverable and invoice schedule are presented below.

Classic Cleaners ERIC_4750 Deliverables

Deliverable Due Date

SubTask 1 Project Management Upon completion of Task Assignment

SubTask 2 GPR, Survey May 15, 2023

SubTask 3 Assessment August 8, 2023

SubTask 4 Data Evaluation / Report September 10, 2023

Requirements for Invoice Submittal Amount to be Invoiced SubTask 1 Project Management $4,572.89

SubTask 2 GPR Field Notes, Survey Notes and Lab Results of Well Sampling

$10,446.45

SubTask 3 Field Logs, Lab Results $72,284.07

SubTask 4 Site Assessment Report, IDW manifests $12,080.74

Total: $99,384.15

All PSI services will be conducted in accordance with the terms and conditions contained within DEP Contract No. HW686, Waste Cleanup Program, dated December 21, 2021. A copy of IDW manifests will be provided upon receipt.

PSI appreciates the opportunity to be of service to the FDEP. If you have any questions, please feel free to contact us at (813) 886-1075 or (813) 267-2519.

Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC.

Ryan Fetter Douglas Coleman, PMP, CHMM, REM Project Scientist Department Manager, Environmental Services

Nana Westmark, PG, CHMM Senior Geologist / Contract Manager

Enclosure: Cost Estimate Level of Effort Bids, Quotes – GPR, PLS, Drilling, Well Materials, IDW

Z:\552-Env\FDEP HW 686 Drycleaning, Main Contract\0552-------Classic Cleaners SA\Proposal\Classic Cleaners ERIC_4750 SA 0552-392997.docx

GeoTek Services, LLC

15 January 2023

To: Nana Westmark

Intertek-PSI 5801 Benjamin Center Drive, Ste. 112 Tampa, Florida 33634

From: GeoTek Services, LLC 4060 Sparrow Hawk Road

Melbourne, Florida 32934

RE: Utility Locating Services – Classic Cleaners, Tampa, Florida

Ms. Westmark, GeoTek Services is pleased to respond to your request for Utility Locating services at the Classic Cleaners site located in Tampa, Florida. We will scan the area shown in your PDF drawing 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 landscaping, fencing, buildings, or vehicles. We will scan as close as reasonably possible to fixed objects such as curbs, vehicles, fences, etc. Our deliverable will be marking paint and/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. Our utility locating quote for this project is $1,500.00. 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

A Geophysical Services Company

5709 First Avenue South Tel.: (727) 209-2334

St. Petersburg, FL 33707 Fax: (727) 328-2477

January 13, 2023

Ms. Nana Westmark, P.G., CHMM Intertek-PSI 5801 Benjamin Center Drive, Suite 112 Tampa, FL 33634

Subject: Proposal to Perform a Utility Designation Study

Classic Cleaners (current Sunshine Cleaners) Site Tampa, Florida GeoView Proposal Number: 10325p

Ms. Westmark, The purpose of this letter is to transmit a proposal to complete a geophysical investigation at the subject site. This proposal is in response to your request for proposal made during our recent conversations. GeoView, Inc. appreciates the opportunity to provide our services on this project. We look forward to hearing from you soon.

Sincerely, GEOVIEW ASSOCIATES, INC.

Michael J. Wightman, P.G.

President Florida Professional Geologist Number 1423

Enclosure

Proposal

This document shall serve as a proposal for work to be performed by GeoView Associates, Inc. (GeoView) for Intertek-PSI.

Description of Site

The project site is referred to as the Classic Cleaners (current Sunshine Cleaners) Site and is located at 2291 Bearss Avenue in Tampa, Florida. The purpose of the geophysical survey will be to determine the location of underground utilities within the designated area of the project site. The area of investigation is approximately 1 acre in size and is shown on Figure 1 (page #). The investigation will only be performed in the areas outside of existing buildings.

Scope of Work

GeoView will provide geophysical surveying services at the project site. The purpose of the geophysical survey will be to determine the location of underground utilities or other underground structures within the designated area of the project site. The fieldwork is estimated to take 1 day to complete. This estimate is based upon the site conditions being as described by Intertek-PSI.

The geophysical survey will be conducted using ground penetrating radar (GPR) and conventional electromagnetic (EM) pipe and cable locators. The GPR survey will be conducted using either a Mala and/or a GSSI GPR system. The appropriate GPR antenna configuration and time range and processing parameters will be determined in the field by the project manager.

The EM survey will be performed using a Subsite 95R and/or a Radiodetection RD (8000, 8100 or 8200) system. As appropriate, the EM survey will be conducted using both passive and active modes. The passive mode is used to find cables and conduits carrying live power (50-60 Hz) and communication (29-33Hz) signals. For the active mode survey, a current is transmitted directly or broadcast into using electromagnetic induction a metal pipe or conduit and the path of the pipe/conduit is identified by following the signal with a portable receiver.

The active mode is used to trace out cast iron pipes, metal water and sewer lines, utilities that have trace wires, and inactive power and communication lines.

GeoView’s utility locating personnel are all certified GPR and conventional pipe and cable locator operators with extensive in-house training.

Based on information provided by Intertek-PSI, it does not appear that the work at any of the sites will require MOT (traffic calming efforts). This proposal does not include the costs for the design or implementation of an MOT program.

Presentation of Results

The location and estimated depths of underground utilities or any other identified structures shall be indicated on the ground surface using spray paint or other methods as specified by Intertek-PSI. Designated utilities will also be documented on a scaled AutoCAD site map. The site map will provide the location, depth and purpose of any underground utilities or other structures identified by the survey. GeoView will use a differentially corrected GPS system to determine the location of any identified underground features. In most site settings the documented positions will be accurate within +/- 1-2 feet.

If requested GeoView can provide drone aerial imagery services to document site conditions as they exist at the time of the geophysical site investigation. All images will be geo-rectified in order to provide a scaled and orthographically correct base map upon which the results from the geophysical investigation will be presented. High resolution images will be collected with a DGI m300 drone with a Zenmuse P1 camera. Lidar surveying services can also be provided using a Zenmuse L1 or equivalent. GeoView’s drone pilots are FAA Part 107 licensed, and the imagery will be collected per FAA guidelines when working in both urban areas and near commercial airports. Cost for arial imagery services upon request.

Compensation

Cost to complete the survey will be $1,600. This price is inclusive of all charges associated with the project. Unless otherwise agreed upon, GeoView shall be compensated for all services within 30 days of invoice date. GeoView shall be paid in full regardless of whether the results of the geophysical survey are what Intertek-PSI anticipated. If it is determined during the survey that the geophysical survey will not achieve the objectives of the project, Intertek-PSI will immediately be notified. If a decision is made to discontinue the survey, only charges for time and materials costs to that point will be submitted.

These prices are based upon GeoView being able to access the site during normal business hours, Monday through Friday. It is also based upon the assumption that no site-specific training or drug testing will be required. If there are any such requirements, additional costs will be incurred.

Approval of this proposal and scheduling of the project indicates that the site will be accessible and ready for the geophysical investigation. If the site is not accessible at the scheduled day and time of the survey, a mobilization charge of $250 will be applied, along with a standby rate of $150 per hour.

Requirements of Client

Intertek-PSI will provide a scaled map and digital file, if available, of the project site showing the boundaries of the project site, areas of specific concern and pertinent landmarks. Intertek-PSI will also supply all available information regarding the presence and history of underground utilities at the project site (see limitations for further discussion). Unless otherwise requested, Intertek-PSI will be responsible for the coordination of site access, traffic control, clearing of onsite obstructions or any other logistical consideration necessary to conduct the survey.

If any test drilling, monitor well installation or other excavation activities are planned it will be the responsibility of Intertek-PSI to submit a notification (dig ticket) to the appropriate 811 One-Call agency. It is recommended that such notification be filed sufficiently in advance so that GeoView will have the opportunity incorporate the 811 findings into their results.

Limitations

The objective of the geophysical survey is to determine the presence and configuration of underground utilities. However, the geophysical response of these features may be highly complex depending upon on the physical characteristics of the underground utilities, the electrical properties of the surrounding soils, the depth of burial of the utilities, and the proximity of the utilities to each other.

GeoView shall conduct the geophysical survey using the most “up-to-date” geophysical equipment in a manner consistent with the level of care and skill ordinarily exercised by members of the geophysical profession practicing in the same locality under similar conditions. GeoView’s utility locating personnel are all certified GPR and conventional pipe and cable locator operators with extensive in-house training.

It is acknowledged that GeoView is not an 811 Sunshine One-Call or equivalent utility mark-out service. GeoView does not have access to any utility-related records for either public or private properties. It is the responsibility of Intertek-PSI to obtain such records and provide to GeoView prior to the site investigation. GeoView will use these records during the site investigation and report to Intertek-PSI any utilities that are shown on the site records but cannot be confirmed by GeoView. GeoView will not mark on the ground surface any utilities which it cannot confirm.

GeoView shall only be liable for the successful locating of underground utilities or any other underground structures whose presence is both known and indicated on site maps to be provided prior to the performance of the geophysical survey. Every attempt will be made to locate both known and unknown utilities within the survey area. However, GeoView will only be liable for utilities whose presence is known prior to the survey. Intertek-PSI accepts that due to the inherent limitations of non-intrusive geophysical technologies GeoView cannot be held liable for damages to utilities that cannot identified using non-intrusive technologies.

Intertek-PSI accepts that a non-intrusive utility designation study does not replace the need to employ widely accepted industry safety standards for subsurface work. Concerning the installation of well or test borings this standard of care includes post-holing or hand auguring at the planned test locations to the minimum depth at which underground utilities are anticipated at the project site. If absolute confirmation is needed to a specified depth that underground utilities are not present at a planned work location GeoView can provide vacuum excavation services. Pricing for such services is available upon request.

When Intertek-PSI is working around indicated utilities, a minimum of 2 ft clearance from either side of the marked utility will be maintained. Unless otherwise indicated, a minimum vertical clearance of +/- 20 percent of the indicated depth shall also be maintained. Intertek-PSI maintains the responsibility for manually exposing any indicated underground utility for absolute confirmation.

Authorization and scheduling of the project is considered acceptance of these terms and conditions.

Other Terms and Conditions

Additional Insured: If requested, Intertek-PSI will be named as an additional insured with respect to the services to be performed under this agreement.

Confidentiality: GeoView shall not directly or indirectly disclose to any third person information regarding the results of the geophysical investigation prior to obtaining written permission from Intertek-PSI.

Agreement: This agreement represents the entire agreement between the parties and may only be modified in writing signed by both parties.

Governing Law: This agreement shall be deemed to have been made in the place of performance of the Geophysical Services and shall be governed by, and construed in accordance with the laws of the state in which the geophysical services were provided. Any controversy or claim arising out of this agreement, or breach thereof, shall be settled by binding arbitration administered by the American Arbitration Association under its Construction Industry Arbitration rules. Judgment on the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof.

Indemnity: GeoView agrees to indemnify, protect and hold harmless Intertek-PSI from and against all liabilities, claims or demands of every kind of injury, including death, or damages to any person or property related in any way to

GeoView’s performance of this agreement, except to the extent such liabilities, claims…