CN-370000-HW683-DC027B.pdf

Funding Information:

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

Category Grant # Project # Year Amount

☐ Additional Funding Information attached on separate page.

Rev. 8/26/2020

STATE OF FLORIDA

DEPARTMENT OF ENVIRONMENTAL PROTECTION

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

1. TA Number: TA Completion Date:

TA Description:

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

Department Project Manager: Department Project Manager Phone:

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

3. Project Number:

(If different from TA Number)

Project Location(s):

Project Name:

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

☐ Fixed Price:

☐ Fixed Unit Rate: (Extended Price)

☐ Cost Reimbursement:

Total TA Value:

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

Attachment 1:

☐ Additional Attachments (if necessary):

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

State of Florida Department of Environmental Protection

CONTRACTOR Department Name:

Title: Secretary or Designee

(Authorized Signature) (Authorized Signature) Date:

☐ Additional signatures attached on separate page.

HW683

DC027B Completion May 31, 2024

This Task Assignment authorizes Geosyntec to conduct Site Assessment activities at Aurora Foundation Building in accordance with the Geosyntec scope of work, cost estimate, and schedule received on June 21, 2023.

Brittany Plyler 850-245-8851 Contractor Contractor

Contractor Contractor

Contractor Contractor

Contractor

Geosyntec

Geosyntec

Fabio Fortes 703-606-8538

ERIC_4904

1115 6th Avenue West Bradenton, Florida 34205

Aurora Foundation Building

✔ $ 104,382.81

$ 104,382.81

Scope of Work

Todd Kafka

Contract Manager

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

Date: 2023.06.22 18:03:34 -04'00'

Jennifer Farrell

Teresa Booeshaghi Digitally signed by Teresa Booeshaghi Date: 2023.06.22 11:11:38 -04'00'

6/22/23

N/A

Murphy_SL Highlight

Murphy_SL Highlight

Murphy_SL Highlight

Murphy_SL Highlight

Murphy_SL Highlight

Task Assignment Notification/Change Order Deliverables and Invoice Schedule Attachment

WCP TAFORM 04-2017

Contract Number:

Task Assignment #:

Deliverables:

Deliverable Deliverable Due Date

Invoice Schedule:

Requirements for Invoice Submittal Amount to be Invoiced

TOTAL COST

Subtask 2: Field deliverable for Soil Sampling, DPT Groundwater Profiling, and Monitoring Well Installation 11/30/2023

Subtask 3: Field deliverable for groundwater sampling, and final surveyor report 12/29/2023

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

Subtask 2: Submittal and FDEP Approval of the Field deliverable for Soil Sampling, DPT Groundwater Profiling, and Monitoring Well Installation $ 80,607.76

Subtask 3: Submittal and FDEP approval of the Field deliverable for groundwater sampling, and final surveyor report $ 9,473.24

Subtask 1,4,5: Submittal of Site Assessment Report and IDW Manifests; PM $ 14,301.81

$ 104,382.81

HW683

DC027B

FLORIDA DEPARTMENT OF

Environmental Protection

Bob Martinez Center 2600 Blair Stone Road

Tallahassee, FL 32399-2400

Ron DeSantis Governor

Jeanette Nuñez Lt. Governor

Shawn Hamilton Secretary

To: HW683 Contract Negotiation File Aurora Foundation Building Manatee County, Florida

ERIC_4904

From: Brittany Plyler, Project Manager Date: June 21, 2023 Subject: Negotiation Summary

HW683_DC027B

This Task Assignment authorizes Geosyntec to conduct Site Assessment activities at Aurora Foundation Building in accordance with the Geosyntec scope of work, cost estimate, and schedule received on June 21, 2023.

Geosyntec confirmed on June 21, 2023, that Subtask 1 consists of the calculated project management labor, based upon 13% of the direct labor costs in this proposal, and includes fringe, overhead, other direct costs (ODCs) and completion fees.

Subtask 2: This subtask includes cost site assessment activities, which include a private underground utility survey by Geotek, concrete coring up to 7 locations (SB004 through SB008, DPT005, and DPT006), one lithology boring (SB001), MAGS installation (MAGS001 – MAGS005) at locations (SB004 – SB008) as well testing will occur.

Geosyntec will also do soil sampling at up to 8 locations (SB001 – SB008) and samples will be analyzed for VOCS by synthetic precipitation leaching procedure (SPLP). Direct push technology (DPT) groundwater sampling will occur at up to 6 locations (DPT001 – DPT006).

Monitoring wells will be installed with up to 4 exterior wells with one vertical well.

Although PDS and Geoview were the lowest bidders, Action and GeoTek, the second lowest bidders, had the earliest availability.

Subtask 3: This subtask includes cost for a Florida professional land surveyor to survey the newly installed monitoring wells. Cost also include groundwater sampling from newly installed wells. The groundwater samples will be analyzed for VOCs by USEPA Method 8260 (full list), PAHs (partial list with acenaphthene, acenaphthylene, and naphthalene’s) by USEPA Method 8270-SIM, and TRPH by the FL-PRO method

Subtask 4: This subtask includes cost for IDW management. One composite liquid and one composite soil sample will be collected and analyzed for VOCs and metals using the Toxic Characteristic Leaching Procedure. Geosyntec will coordinate disposal arrangements for up to 5 drums of non-hazardous IDW. Erwin Remediation was chosen as the lowest bidder.

Printed on recycled paper.

MEMORANDUM

Aurora Foundation Building June 21, 2023 Page Two

Subtask 5: This subtask includes cost for the preparation and submittal of a Site Assessment Report (SAR) documenting assessment activities and summarizing analytical results of the assessment activities outlined above and complies with the requirements of Chapter 62-780.600, FAC.

The FDEP Project Manager confirmed site access on June 21, 2023.

The FDEP Project Manager agrees to the scope of work and final cost associated with this Task Assignment. The final cost is $104,382.81 with 443 labor hours.

FDEP COST ESTI MATEContractor: Geosyntec Consultants

Date: 6/21/2023

Task #: Pending SubTask 1 Project Management SubTask 6

Site: SubTask 2 Multi-Media Sampling and MW Installation SubTask 7

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

Project Manager: Fabio Fortes SubTask 4 IDW Management SubTask 9

SubTask 5 Site Assessment Report SubTask 10

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

$40.38 Project Manager F. Fortes 49 48.8 $86.54 Principal T. Kafka 11 8 1 0 2 0 0 0 0 0 $64.90 Senior Professional S. Wang 13 8 5 0 0 0 0 0 0 0 $48.56 Project Professional M. Hensley 16 6 4 0 6 0 0 0 0 0 $40.38 Professional F. Fortes 89 38 8 3 40 0 0 0 0 0 $39.98 Professional M. Lemes 122 102 20 0 0 0 0 0 0 0 $28.85 Staff Professional O. Hollingsworth 141 139 0 2 0 0 0 0 0 0 $27.88 Administrative Assistant A. Acosta 2 0 0 0 2 0 0 0 0 0

Total Hours 443 49 301 38 5 50 0 0 0 0 0

Direct Labor $17,139.38 $1,971.79 $11,125.43 $1,727.92 $178.84 $2,135.40 $0.00 $0.00 $0.00 $0.00 $0.00

Overhead 172.70% $29,599.72 $3,405.28 $19,213.62 $2,984.12 $308.86 $3,687.84 $0.00 $0.00 $0.00 $0.00 $0.00 Gen & Admin 0.00% $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fringe 0.00% $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Labor $46,739.10 $5,377.07 $30,339.05 $4,712.04 $487.70 $5,823.24 $0.00 $0.00 $0.00 $0.00 $0.00

Aurora Foundation Building

Cost Estimate Page 1 of 7 Cost Estimate

Task #: Pending SubTask 1 Project Management SubTask 6

Site: SubTask 2 Multi-Media Sampling and MW Installation SubTask 7

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

Project Manager: Fabio Fortes SubTask 4 IDW Management SubTask 9

SubTask 5 Site Assessment Report SubTask 10

Totals 1 2 3 4 5 6 7 8 9 10

Aurora Foundation Building

Travel Vehicle Rental $2,280.00 $1,920.00 $240.00 $120.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mileage Costs $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Air Fare $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Per diem + Hotel $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Travel $2,280.00 $1,920.00 $240.00 $120.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

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

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

Subcontractor (Services Procurement) Drilling (Conventional) $14,328.00 $14,328.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Drilling (Non-conventional) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mobile Laboratory $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Surveying $2,360.00 $0.00 $2,360.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

IDW $550.00 $0.00 $0.00 $550.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Utilities $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Private Utility Locate $750.00 $750.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

$4,350.00 $4,350.00 $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 $22,338.00 $19,428.00 $2,360.00 $550.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Handling Fee $2,233.80 $1,942.80 $236.00 $55.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $24,571.80 $21,370.80 $2,596.00 $605.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Laboratory Analytical Costs $18,934.00 $17,170.00 $1,084.00 $680.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fast Turnaround Charges $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Sample Shipping $900.00 $900.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Laboratory $19,834.00 $18,070.00 $1,084.00 $680.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Field Expenses Personal Protection $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Expendables $560.00 $440.00 $80.00 $40.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Drilling related) $3,450.00 $3,160.00 $290.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Analytical related) $549.00 $549.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (IDW related) $100.00 $100.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Other) $1,625.00 $1,625.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Field Expenses $6,284.00 $5,874.00 $370.00 $40.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subtotal $99,708.90 $5,377.07 $77,573.85 $9,002.04 $1,932.70 $5,823.24 $0.00 $0.00 $0.00 $0.00 $0.00 Completion Fee $4,673.91 $537.71 $3,033.91 $471.20 $48.77 $582.32 $0.00 $0.00 $0.00 $0.00 $0.00

Total Estimated Cost $104,382.81 $5,914.78 $80,607.76 $9,473.24 $1,981.47 $6,405.56 $0.00 $0.00 $0.00 $0.00 $0.00

Cost Estimate Page 2 of 7 Cost Estimate

Task #: Pending SubTask 1 Project Management SubTask 6

Site: SubTask 2 Multi-Media Sampling and MW Installation SubTask 7

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

Project Manager: Fabio Fortes SubTask 4 IDW Management SubTask 9

SubTask 5 Site Assessment Report SubTask 10

Totals 1 2 3 4 5 6 7 8 9 10

Aurora Foundation Building

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

Cost (Prior + Delta): $0.00 Auto-Calculated Rounding Error: $104,382.81 Auto-Calculated

Final Total Cost: $104,382.81 Auto-Calculated

Labor $5,914.78 $33,372.96 $5,183.24 $536.47 $6,405.56 $0.00 $51,413.01 Expenses $0.00 $47,234.80 $4,290.00 $1,445.00 $0.00 $0.00 $52,969.80 Total $5,914.78 $80,607.76 $9,473.24 $1,981.47 $6,405.56 $0.00 Check $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Cost Estimate Page 3 of 7 Cost Estimate

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Aurora Foundation Building SUBTASK: Multi-Media Sampling and MW Installation

DATE: 6/21/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal T. Kafka

Senior Professional S. Wang 8

Project Professional M. Hensley 6

Professional F. Fortes

Professional M. Lemes

Staff Professional O. Hollingsworth

TOTAL LABOR 301

VEHICLE TYPE RATE UNIT USAGE

Truck Hollingsworth/Fortes $120.00 Day 6 $720.00 Truck (drilling oversight Hollingsworth/Lemes $480.00 Week 2 $960.00 Truck (MAGS event) Hollingsworth/Lemes $120.00 Day 2 $240.00

Subtotal $1,920.00

TOTAL VEHICLE $1,920.00

PER DIEM STAFF RATE UNIT USAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Drilling (Conventional) Action ######### $14,328.00

Subtotal $14,328.00 Other GeoTek, LLC $750.00 $750.00 Speedy Concrete Coring 3 days of coring assumed $4,350.00 $4,350.00

Subtotal $5,100.00

TOTAL SUB $19,428.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

VOHs - Soil 8 borings x 3 samples/boring $73.00 24 0 $1,752.00 VOHs - DPT Water 6 borings x 3 samples/boring $73.00 18 0 $1,314.00 VOHs - Water SPLP $73.00 12 0 $876.00 VOH SPLP Extraction $45.00 12 0 $540.00 TRPH/PAH Extraction $45.00 12 0 $540.00 PAH - Soil 8 borings x 3 samples/boring $110.00 24 0 $2,640.00 PAH - DPT Water 6 borings x 3 samples/boring $110.00 12 0 $1,320.00 PAH - Water SPLP $110.00 12 0 $1,320.00 TRPH - Soil 8 borings x 3 samples/boring $88.00 24 0 $2,112.00 TRPH - DPT Water 6 borings x 3 samples/boring $88.00 12 0 $1,056.00 TRPH - Speciation (Eurofins quote in Attachment A) $225.00 12 0 $2,700.00 TO-15 - Soil Gas 5 MAGS $200.00 5 0 $1,000.00

Subtotal $17,170.00 Shipping

Large Cooler (25 to 50 lbs) $150.00 6 $900.00 Subtotal $900.00

TOTAL LAB $18,070.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Drilling Related

Soil Vapor Sampling Kit $1,160.00 Week 1 $1,160.00 Soil Assessment Kit $700.00 Week 1 $700.00 MW installation kit MWs and DPT GW $1,300.00 Week 1 $1,300.00

Subtotal $3,160.00 Analytical Related

Encore Sampler $16.00 Each 24 $384.00 Air Sampling Summa Canister $33.00 Each 5 $165.00

Subtotal $549.00 IDW Related

$100.00 Drum 1 $100.00 Subtotal $100.00

Expendables $40.00 Day 11 $440.00

Subtotal $440.00

Other Water Level Meter $100.00 week 1 $100.00 Vacuum Gauges $19.00 Day 2 $38.00 Differential Pressure Gauge $18.00 Day 2 $36.00 Regenerative Blower $180.00 Day 2 $360.00 Air Flow Meter $33.00 Day 2 $66.00 Portable Generator $250.00 Day 2 $500.00 GPS $175.00 Day 3 $525.00

Subtotal $1,625.00

TOTAL EQUIPMENT $5,874.00

Evaluating and interpreting field data (2 hr). Prepare for and conduct teleconferences with FDEP, construction contractor, and property owner to discuss the scope of work (4 hr). Prepare for and conduct teleconference with FDEP to discuss soil and groundwater results (2 hr)

Analytical data import and data management (4 hr); prepare DPT GW, and soil data tables (4 hr)

Preparation of soil and DPT groundwater results figures

Property owner and tenant notification (1 hr). Prepare for and conduct teleconferences with FDEP, construction contractor, and Property owner to discuss the scope of work (4 hr). Mob/demob from Tampa (2 days x 2 hrs = 4). Day 1 concrete coring (4 hrs). Day 1 field kickoff/oversight (8 hrs). Healthy & Safety Plan preparation (2 hr). Evaluating and interpreting field data (1 hr/day x 5 days = 5 hr). Prepare draft DPT groundwater and soil figures (3 hr). Prepare field deliverable package (3 hr). Prepare for and conduct teleconference with FDEP to discuss soil, MAGS, and DPT groundwater results (3 hr). Prepare email summary of meeting minutes (1 hr)

Site Assessment: Field preparation (1 hr). Mob/demob from Tampa (2 hr/day x 5 day = 10 hr).

Calibration of instruments (0.5 hr/day x 5 days = 3 hr). Fieldwork oversight: soil and DPT GW sampling, and MW installation (10 hr x 5 days = 50 hrs). Interior as-built sketch (2 hr). Field GPS of exterior sample locations (4 hr). Prepare field forms documentation (4 hr). MAGS event: Field preparation (1 hr).

Mob/demob from Tampa (2 hr/day x 2 day = 4 hr). MAGS well installation (2 hr/well x 5 wells = 10 hr).

MAGS equipment setup (0.5 hr/well x 5 wells = 3 hrs). MAGS testing with step test (2 hr/well x 5 wells = 10 hr).

Utility Locating: Mark borings, oversee utility locate, and survey utilities including mob (8 hr). Site Assessment: Mob/demob from Tampa (2 hr/day x 8 days = 16 hr). Fieldwork oversight: concrete coring (10hrs x 3 days = 30 hrs), soil and DPT GW sampling, and MW installation (10 hr x 5 days = 50 hrs).

IDW management (1 hr). Sample management (1 hr). Compile field notes (1 hr). MAGS event:

Mob/demob from Tampa (2 hr/day x 2 day = 4 hr). MAGS supplies and picking up blower (4 hr). MAGS well installation (2 hr/well x 5 wells = 10 hr). MAGS equipment setup (0.5 hr/well x 5 wells = 3 hrs). MAGS testing with step test (2 hr/well x 5 wells = 10 hr). Sample management (1 hr).

6/21/2023 Page 4 of 7 Subtask 2

SUBTASK: GW Sampling and Surveying

DATE: 6/21/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal T. Kafka 1

Senior Professional S. Wang 5

Project Professional M. Hensley 4

Professional F. Fortes 8

Professional M. Lemes

TOTAL LABOR 38

VEHICLE TYPE RATE UNIT USEAGE

Truck Lemes $120.00 Day 2 $240.00 Subtotal $240.00

TOTAL VEHICLE $240.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Surveying SurvTech Solutions $2,360.00 $2,360.00

Subtotal $2,360.00

TOTAL SUB $2,360.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

VOHs - Water 4 MW $73.00 4 0 $292.00 TRPH - Water 4 MW $88.00 4 0 $352.00 PAH - Water 4 MW $110.00 4 0 $440.00

Subtotal $1,084.00

TOTAL LAB $1,084.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Drilling Related

Groundwater Sampling Kit $290.00 Day 1 $290.00 Subtotal $290.00

Expendables $40.00 Day 2 $80.00

Subtotal $80.00

TOTAL EQUIPMENT $370.00

Evaluating and interpreting field data

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

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

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

Prepare field deliverable package (3 hr). Monitoring well results draft figure generation (1 hr).

GW Sampling: Mob/demob (2 hr/day x 1 day = 2 hr). instrument calibration (0.5 hr/day x 1 day = 0.5 hr). Sampling 4 monitoring wells @ 1.5hrs each (6 hr). IDW sampling and management (2.5 hr). Sample management/shipping (2 hr). Compile field notes (1 hr). MW Survey: Mob/demob from Tampa (2 hr/day x 1 day = 2 hr). Oversee monitoring well survey (4 hr).

6/21/2023 Page 5 of 7 Subtask 3

SUBTASK: IDW Management

DATE: 6/21/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Professional F. Fortes 3

Staff Professional O. Hollingsworth 2

TOTAL LABOR 5

VEHICLE TYPE RATE UNIT USEAGE

Van Hollingsworth $120.00 Day 1 $120.00 Subtotal $120.00

TOTAL VEHICLE $120.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

IDW

Erwin Remediation 5 drums x $110/drum (non-PFAS) $550.00 $550.00

Subtotal $550.00

TOTAL SUB $550.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

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

Subtotal $680.00

TOTAL LAB $680.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

$40.00 Day 1 $40.00 Subtotal $40.00

TOTAL EQUIPMENT $40.00

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

IDW sampling with mobilization

6/21/2023 Page 6 of 7 Subtask 4

SUBTASK: Site Assessment Report

DATE: 6/21/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal T. Kafka 2

Project Professional M. Hensley 6

Professional F. Fortes 40

Administrative Assistant A. Acosta 2

TOTAL LABOR 50

Report formatting and PDF compilation

Develop recommendations and path forward

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

SAR preparation

6/21/2023 Page 7 of 7 Subtask 5

12802 Tampa Oaks Blvd, Suite 151 Tampa, Florida 33637

PH 813.558.0990

www.geosyntec.com

21 June 2023

Ms. Brittany Plyer Florida Department of Environmental Protection 2600 Blair Stone Road, MS 4520 Tallahassee, Florida 32399-2400

Subject: Scope of Work and Level of Effort – Site Assessment Aurora Foundation Building 1115 6th Avenue West Bradenton, Florida 34205 FDEP Site ID No. ERIC_4904

Dear Ms. Plyer, Geosyntec Consultants, Inc. (Geosyntec) has prepared this Scope of Work and Level of Effort (LOE) for site assessment activities at the Aurora Foundation Building (Site) located in Bradenton, Florida (ERIC_4904). Geosyntec prepared this LOE based on Geosyntec’s 13 March 2023 Site Assessment Work Plan (SAWP), approved by FDEP. A description of task breakdown for Site assessment field activities and report preparation is provided below.

SUBCONTRACTOR EVALUATION

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

• Underground utility locating – GeoTek Services, LLC

• Concrete Coring - Speedy Concrete Cutting, Inc (Speedy).

• Soil sampling, DPT groundwater sampling, and MW installation – Action Environmental (Action) (5 total field days)

• IDW transportation and disposal – Erwin Remediation

• SurvTech Solutions, Inc. is recommended for surveying the four (4) monitoring wells.

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

Ms. Brittany Plyer 21 June 2023

For ease of reference, Table 1 and Figures from the SAWP are attached as a summary of the field activities and samples to be collected.

Subtask 1 – Project Management

Fabio Fortes (Tampa Bay) will be the Geosyntec Project Manager. His labor hours are directly computed.

Subtask 2 – Multi-Media Sampling (Soil, DPT groundwater, soil vapor) and Monitoring Well Installation

Subtask 2 includes labor for field preparation, kick off meeting with FDEP, property owner, and construction contractor (because the building is under active construction), and preparation of a Site Health and Safety Plan. Geosyntec personnel will mobilize to the Site to observe the site assessment activities, which include a private underground utility survey, concrete coring, lithology boring, soil sampling, direct push technology (DPT) groundwater sampling, and monitoring well installation.

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

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

Concrete Coring: Geosyntec personnel will oversee coring activities within the Site building by a concrete coring contractor. Based on observations during the SAWP site visit, it is anticipated that the foundation inside the Site building may be up to 12 to 36 inches thick. The contractor should core the concrete up to 7 locations (SB004 through SB008, DPT005, and DPT006). Speedy will complete the boring holes with concrete at the end of the sampling.

Modified Active Gas Sampling (MAGS) installations and testing: Five, 2-inch (in.) diameter Schedule 40 polyvinyl chloride (PVC) MAGS wells (MAGS001 through MAGS005) will be installed (at location SB004 through SB008) by hand auger to a depth of approximately 4 ft BLS (or 1-ft above the static water level if the depth to groundwater is different than historically observed). Each MAGS well will be installed with 1-ft of riser and 10-ft of 0.01-in. slotted well screen extending from approximately 1 to 4 ft BLS. A 20/30 grade environmental sand filter pack will be placed from the bottom of the boring to the top of the well screen. The remaining annular space will be grouted to just below the top of casing.

Each MAGS well will be tested for a period calculated to remove one, 10 to 15-ft radius of soil vapor volume using a blower. The test duration is expected to be approximately 1 hour. The vacuum and flow rates used at each MAGS well will be based on the results of a step test at one interior location. The step test will include a minimum of three steps at increasing vacuums to evaluate optimum airflow rates. Vacuum will be monitored at adjacent MAGS wells at approximate 15-minute intervals, as practical, during MAGS testing. After the completion of the study, the MAGS wells will be left in place, capped, and covered with a flush-mount manhole so that they may be converted into soil vapor extraction wells and resampled as necessary in the future.

During testing, soil vapor will be monitored with an organic vapor analyzer equipped with a photoionization detector (PID) utilizing a 10.6 electronic volt lamp. Soil vapor samples will be collected at the end of each MAGS test using a batch-certified “clean” Summa canister provided by the analytical laboratory. The soil vapor samples will be sent to a fixed-based laboratory for analysis of VOCs by the TO-15 method.

It is possible that the vadose zone available for testing may be too thin due to the concrete thickness and water table depth. Geosyntec will evaluate in the field the ability to convert soil borings advanced (SB004 through SB008) in and around the suspected former suite into MAGS wells.

Geosyntec will notify FDEP for any change in the scope of work and prepare a WCD or TACO, if necessary.

Lithology boring: One soil boring (at SB001 location) will be advanced using a DPT drill rig to a depth of approximately 50-feet below land surface (ft BLS) or refusal (limestone is expected around 30 ft BLS), whichever is encountered first, to characterize the Site-specific lithology. This data will be used to assist in the selection of soil samples and DPT groundwater sampling intervals.

Soil Sampling: Soil sampling will be performed at up to 8 locations (SB001 through SB008) as presented on Figure 3 in the FDEP-approved SAWP. Based on an assumed depth-to-water (DTW) of 5 ft BLS, a minimum of three soil samples 0-0.5 ft BLS, 0.5-2 ft BLS, and 2-4 feet below land surface [ft BLS] or water table) will be collected from each of the 8 proposed soil sample locations.

Soil samples will be collected by hand auger. A concrete core drill will be used to access soil under the building slab (concrete) and driveway/parking lot (asphalt).

The soil samples will be analyzed for VOCs by USEPA Method 8260 (full list), PAHs (partial list with acenaphthene, acenaphthalene, and naphthalenes) by USEPA Method 8270-SIM, and TRPH by the FL-PRO method by a state of Florida certified, National Environmental Laboratory Accreditation Program (NELAP) accredited fixed-based laboratory. Soil samples will be screened with a photoionization detector (PID) organic vapor analyzer. Supplemental soil samples will be collected from each location and depth interval (via Encore samplers) for analysis of VOCs by the synthetic precipitation leaching procedure (SPLP) should VOC concentrations exceed the leachability-based soil cleanup target levels (SCTLs). PAH analysis by SPLP and TRPH speciation are also proposed for the soil analyses exceeding the applicable SCTLs. For budgetary purposes, it is assumed that approximately half of the proposed soil samples will be analyzed by

SPLP for VOCs and PAHs, and TRPH speciation (Eurofins quote for TRPH speciation is presented in Attachment A). Exterior soil samples will be surveyed with a GPS and interior sampling locations will be transcribed using as-builts based on Site features.

DPT groundwater sampling: Geosyntec personnel will observe the collection of DPT groundwater samples at up to 6 locations (DPT001 through DPT006) as shown on Figure 3 of the SAWP.

Groundwater samples will be collected at 4-ft intervals approximately every 10 feet (i.e., 5 to 9 ft BLS, 15 to 19 ft BLS, and 25 to 29 ft BLS assuming refusal at limestone is encountered at 30 ft BLS), resulting in 3 samples x 6 locations (18 samples). Sampling intervals may be adjusted based on observed depth to water and Site lithology. Groundwater samples submitted to a NELAP-approved fixed-based laboratory will be analyzed for the presence of VOCs by USEPA Method 8260 (full list), PAHs (partial list with acenaphthene, acenaphthalene, and naphthalenes) by USEPA Method 8270-SIM, and TRPH by the FL-PRO method. No field duplicates will be collected.

Monitoring well installations: In the same mobilization, Geosyntec personnel will observe the installation of up to 4 exterior monitoring wells to evaluate groundwater quality; the proposed locations are presented on Figure 3 of the SAWP. We have assumed the existing utility survey will be sufficient for siting the proposed monitoring well locations; however, should the spray paint be worn away or if there is any uncertainty in utility locations relative to drilling locations, Geosyntec will submit a WCD or TACO to FDEP for a focused utility locating at the drilling locations.

Water-table monitoring wells MW001 through MW003 will be installed via DPT drilling. The wells will be constructed of 1-in. diameter Schedule 40 PVC pipe with 10 ft of 0.010-in. slotted well screen, filter pack consisting of 20/30 silica sand, and at least a 0.5-ft thick, fine sand (30/65 silica sand) seal. The remaining annular space will be grouted to land surface with Portland Cement Type I/II and monitoring wells will be completed at the surface with a flush-mount 8-in. manhole with a locking monitoring well cap.

Geosyntec will install one vertical extent monitoring well (MW004) to a depth of 30 feet, if DPT groundwater sampling results warrant vertical delineation. The well will also be constructed with a 5-ft screen depending upon the lithologic information from SB001.

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

Field GPS and Interior Mapping: Exterior sampling locations (DPT groundwater and soil boring) will be surveyed throughout the week with a field GPS by Geosyntec personnel. Interior sampling locations will be transcribed using as-builts based on Site features.

Subtask 2 activities will be performed by Geosyntec staff members assuming 1 day for utility locating and marking the boring locations (1 Geosyntec staff), 3 days for concrete coring (1 Geosyntec staff), 2 days for MAGS well installation and testing (2 Geosyntec staffs), and 5 days for drilling oversight and close out tasks at the Site (2 Geosyntec staffs). We have assumed 10-hours per day.

Subtask 3 – Groundwater Sampling and Surveying

Monitoring Well Survey: This subtask includes costs for a Florida professional land surveyor to survey the four (4) newly installed monitoring wells. Cost has been included for Geosyntec to oversee the survey.

Groundwater sampling: Geosyntec personnel will collect groundwater samples from the four (4) Site monitoring wells. Depth to water measurements (DTW) will be collected from the monitoring wells to evaluate groundwater flow direction. The monitoring wells will be sampled using a peristaltic pump in general accordance with FDEP Standard Operating Procedures (SOPs), assuming the DTW and drawdown do not exceed the suction limit of the peristaltic pump. The samples will be stored on ice and shipped to a NELAP approved, fixed-based analytical laboratory under chain of custody for analysis under standard turnaround times. The groundwater samples will be analyzed for VOCs by USEPA Method 8260 (full list), PAHs (partial list with acenaphthene, acenaphthalene, and naphthalenes) by USEPA Method 8270-SIM, and TRPH by the FL-PRO method.

Field Deliverable and Draft Summary Figure: Geosyntec has included costs to generate the following to facilitate the discussion with FDEP:

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

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

• One figure and table to summarize laboratory analytical results from the groundwater monitoring well samples.

These data will be provided to FDEP for evaluation. The deliverable will include the final surveyor report, field forms for soil and groundwater assessment, and groundwater sampling forms. If fixed-based laboratory analytical results of soil and groundwater samples indicate that additional sampling will be required to complete delineation, Geosyntec will propose additional sampling locations and corresponding depths.

Subtask 3 activities will be performed by 1 Geosyntec staff member assuming 1 day for monitoring well survey oversight, and 1 day for monitoring well sampling, IDW sampling, and close out tasks at the Site. We have assumed 10-hour per day.

Subtask 4 – IDW Management

IDW Sampling: The IDW will be sampled prior to profiling. One composite liquid and one composite soil sample will be collected and analyzed for VOCs and metals using the Toxic Characteristic Leaching Procedure. Geosyntec will review the generation of a waste characterization profile as well as the preparation of IDW manifests. Geosyntec will coordinate disposal arrangements for up to 5 drums of non-hazardous IDW. Analytical costs are included to establish the soil and groundwater profiles required by the selected waste hauler. We have assumed field oversight of the drum pickup is not necessary.

For this cost estimation, we assumed the IDW will not be impacted by (screening to be performed under HW028A) and Geosyntec will submit a WCD or TACO to FDEP for any change of scope.

Subtask 5 – Site Assessment Report

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

• USGS Site Topographic Map

• Potable Well Survey

• Site Layout

• Site Utility Map

• Lithologic Cross Section (1 transect)

• Summary of Soil Analytical Results from 0-0.5, 0.5-2, and 2-4 ft BLS (3 figures)

• Summary of DPT Groundwater Sampling Analytical Results

• Summary of Groundwater Elevations

• Summary of Monitoring Well Analytical Results

Deliverable and Invoicing Schedule:

Subtask Deliverable Deliverable Due Date*

Invoice Amount

Field deliverable for Soil Sampling, DPT Groundwater Profiling, and Monitoring

Well Installation 11/10/23 $80,607.76

3 Field deliverable for groundwater sampling, and final surveyor report 12/15/23 $9,473.24

1, 4, 5 Submittal of Site Assessment Report and IDW Manifests 3/15/24 $14,301.81

Total $104,382.81 *Assumes TA is approved by 14 July 2023.

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

Sincerely, Fabio Fortes, P.E.

Professional Engineer

Todd K. Kafka, P.G.

Sr. Principal Hydrogeologist

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

FIGURES AND TABLE 1

6th Ave. W.

th S t.

W th S t.

W

Former Drycleaning

Facility

Former Laundry Facility

Unknown Historical Use

TMW-2

SB4

SB1

SB3

SB2

SB6

SB5

SB008 (tentative)

SB007 (tentative)

SB006 (tentative)

DPT006

(tentative)

DPT005

(tentative)

MW003

MW002

MW001

MW004

SB003

SB002

SB004 (tentative)

SB005 (tentative)

DPT004DPT003

DPT002

DPT001

SB001 (Lithology Boring)

Path: prj1(\\Tampa-01) J:\_GIS\A\Aurora Foundation Bldg\MXDs\Proposed_Site_Investigation.mxd 13 March 2023. Last Edited by: Fabio.Fortes

Aurora Foundation Building 1115 6th Avenue West

Bradenton, Florida

Proposed Site Investgation

0 20

Feet

³ Figure

Tampa, FL March 2023

Notes:

1. Approximate parcel boundary was obtained from Manatee

County Property Appaiser https://www.manateepao.gov/.

2. Aerial Photo Source: Nearmap website, November 11, 2022

3. Historical Building Layout Source: Sanborn Fire Insurance Map,1929.

4. Historical Temporary Well Location from Site Screening Report Form, March 1996.

5. Soil Boring Locations SB1 to SB6 were advanced by

Environmental Safety Consultants, Inc. (ESC) in June 2022.

Soil analytical results are presented in Appendix D.

6. Tentative soil sampling and DPT boring inside the building contingent upon the thickness of concrete from footers and slabs

Legend

!. Proposed Direct Push Technology (DPT) Groundwater Location

&< Proposed Shallow Monitoring Well Location

&< Proposed Deep Monitoring Well Location

!( Proposed Soil Boring Location

"/ Approximated Soil Boring Location from ESC - June 2022

&< Historical Temporary Monitoring Well Location

Property Boundary

Alley

Current Oil Water Separator Tank / Grease Trap

Historical Building Layout (See note 3)

Manatee County Parcels

Sewer Line

Underground Power Line

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

Aurora Foundation Building (ERIC_4904)

Location ID Sample ID Matrix Approximate Depth (ft BLS)*

Sampling Method Rationale Criteria Status

SB001 (0.5') 0.5

SB001 (2') 2

SB001 (4') 4

SB002 (0.5') 0.5

SB002 (2') 2

SB002 (4') 4

SB003 (0.5') 0.5

SB003 (2') 2

SB003 (4') 4

SB004 (0.5') 0.5

SB004 (2') 2

SB004 (4') 4

SB005 (0.5') 0.5

SB005 (2') 2

SB005 (4') 4

SB006 (0.5') 0.5

SB006 (2') 2

SB006 (4') 4

SB007 (0.5') 0.5

SB007 (2') 2

SB007 (4') 4

SB008 (0.5') 0.5

SB008 (2') 2

SB008 (4') 4

DPT001 (5-9) 5-9

DPT001 (15-19) 15-19

DPT001 (25-29) 25-26

DPT002 (5-9) 5-9

DPT002 (15-19) 15-19

DPT002 (25-29) 25-26

DPT003 (5-9) 5-9

DPT003 (15-19) 15-19

DPT001 (25-29) 25-26

DPT001 (5-9) 5-9

DPT001 (15-19) 15-19

DPT001 (25-29) 25-26

DPT001 (5-9) 5-9

DPT001 (15-19) 15-19

DPT001 (25-29) 25-26

DPT001 (5-9) 5-9

DPT001 (15-19) 15-19

DPT001 (25-29) 25-26

MW001 MW001 5-15 Southwest of the former drycleaning facility

MW002 MW002 5-15 Southwest/South of the former drycleaning facility

MW003 MW003 5-15 Southeast of the former drycleaning facility

MW004 MW004 25-30 Southwest of the former drycleaning facility

Drum Number Sample ID Matrix IDW Source Rationale Criteria

Composite IDW-1 Soil Waste Characterization NA Composite IDW-2 Water Waste Characterization NA

Notes:

1. ft BLS indicates feet below land surface. 7. GCTL indicates groundwater cleanup target levels.

2. SB indicates soil boring 8. MW indicates monitoring well.

3. HA indicates hand auger. 9. IDW indicates investigation derived waste.

4. VOCs indicates volatile organic carbons. 10. NA indicates not applicable.

5. L-SCTLs indicates leachability-based soil cleanup ta 11. ND indicates not determined.

6. DPT indicates direct-push technology.

DPT004 South of the building at the parking lot

DPT006 Northeast of the building a near the former drycleaning facility (tentative)

VOC SCTLs USEPA Method 8260 (full list) / PAHs USEPA Method 8270 / TRPH FL-PRO

(Hold SPLP)

VOC SCTLs USEPA Method 8260 (full list) / PAHs USEPA Method 8270 / TRPH FL-PRO

(Hold SPLP)

VOC GCTLs USEPA Method 8260 (full list) / PAHs USEPA Method 8270 / TRPH FL-

PRO

VOC GCTLs USEPA Method 8260 (full list) / PAHs USEPA Method 8270 / TRPH FL-

PRO

DPT / Grab

VOC SCTLs USEPA Method 8260 (full list) / PAHs USEPA Method 8270 / TRPH FL-PRO

(Hold SPLP)

VOC SCTLs USEPA Method 8260 (full list) / PAHs USEPA Method 8270 / TRPH FL-PRO

(Hold SPLP)

Drilling, decon, purge water

IDW Source

Soil Cuttings

SB006 Northeast of the building a near the former drycleaning facility (tentative)

SB008 Northeast of the building a near the former Laundry facility (tentative)

DPT003 South of the building at the parking lot

Soil HA

SB007 Northeast of the building a near the former drycleaning facility (tentative)

Soil Sampling (8 Locations, 24 Samples)

Monitoring Wells (4 samples)

Investigation Derived Waste Sample

SB002

SB001

SB003

SB004

SB005

VOC GCTLs USEPA Method 8260 (full list) / PAHs USEPA Method 8270 / TRPH FL-

PRO/ PFAS Provisional GCTLs

South of the building at the parking lot / Lithology Soil Boring

South of the building at the parking lot

South of the building at the parking lot

East of the building at Alley area - near the former drycleaning facility

(tentative)

Northeast of the building a near the former drycleaning facility (tentative)

DPT005 Northeast of the building a near the former drycleaning facility (tentative)

VOC SCTLs USEPA Method 8260 (full list) / PAHs USEPA Method 8270 / TRPH FL-PRO

(Hold SPLP)

VOC SCTLs USEPA Method 8260 (full list) / PAHs USEPA Method 8270 / TRPH FL-PRO

(Hold SPLP)

VOC SCTLs USEPA Method 8260 (full list) / PAHs USEPA Method 8270 / TRPH FL-PRO

(Hold SPLP)

VOC GCTLs USEPA Method 8260 (full list) / PAHs USEPA Method 8270 / TRPH FL-

PRO

Groundwater Peristaltic Pump

DPT Sampling (6 Locations, 18 Samples)

DPT001 Southwest of the building at the parking lot

VOC GCTLs USEPA Method 8260 (full list) / PAHs USEPA Method 8270 / TRPH FL-

PRO

DPT002 Southwest of the building at the parking lot

VOC GCTLs USEPA Method 8260 (full list) / PAHs USEPA Method 8270 / TRPH FL-

PRO

VOC SCTLs USEPA Method 8260 (full list) / PAHs USEPA Method 8270 / TRPH FL-PRO

(Hold SPLP)

VOC GCTLs USEPA Method 8260 (full list) / PAHs USEPA Method 8270 / TRPH FL-

PRO

Groundwater

ATTACHMENT A

SUBCONTRACTOR COST

EVALUATION AND QUOTES

Quantity Unit Rate Quantity Unit Rate Quantity Unit Rate Daily Rate 4 Days 2100 5 Days 1800 mobilization 1 Lump Sum 675 1 Lump Sum 2650 materials/footage 1 Lump Sum 1130 1 Lump Sum 2110

Permits 1 Each 170 Each Miscellaneous 1 Lump Sum 1250 1 Lump Sum 300

Drum 9 Drums 125 4 Drums 67

Quantity Unit Rate Quantity Unit Rate Quantity Unit Rate 1 Mobilization 1000 3 Mobilization/day 1450

16 up to 12" deep (per hour) 250 14 deeper than 12" (per extra foot) 150

Quantity Unit Rate Quantity Unit Rate Quantity Unit Rate 1 Lump Sum 1300 1 Lump Sum 750 1 Lump Sum 2050

3 Liquid IDW Cost 110 3 Liquid IDW Cost 860 3 Liquid IDW Cost 141.75 6 Solid IDW Cost 110 6 Solid IDW Cost 660 6 Solid IDW Cost 210

1 Lump Sum 2360

Note: The selected subcontractor is highlighted in Blue.

No submmited

$2,360.00

SURVEYING (Professional Service)

UNDERGROUND UTILITY LOCATE

GPRSGeoView GeoTek

$990.00 $6,540.00 $1,685.25

$1,300.00 $750.00 $2,050.00

IDW DISPOSAL (Only Chlorinated Solvents) Erwin

$7,100.00

$12,750.00 $14,328.00 N/A

ActionSpeedyReliable CONCRETE CORING (2 days of service)

Not Submited

Subcontractor Evaluation: Aurora Foundation Building, Bradenton, Florida

DRILLING COMPANIES TOTAL

PDS Action (best schedule) GW Protection

$4,350.00

Hulls Hepaco

N/A

From: Jesse Hornsby To: Fabio Fortes Subject: RE: Question Date: Thursday, June 15, 2023 12:39:10 PM Attachments: image002.png

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OK.

VOCs -- $66 PAHs -- $99

TRPH -- $79

SPLP prep for non-volatiles - $40 SPLP prep for volatiles -- $50

You’ll need a quote form for the EnCore samplers ($10) and TRPH Speciation ($225); they aren’t on the contract.

Jess Hornsby Client Services Manager Eurofins Environment Testing Southeast

Direct: 321-280-2054

E-mail: jess.hornsby@et.eurofinsus.com www.EurofinsUS.com

From: Fabio Fortes <Fabio.Fortes@Geosyntec.com> Sent: Thursday, June 15, 2023 12:34 PM To: Jesse Hornsby <Jess.Hornsby@et.eurofinsus.com> Subject: RE: Question

EXTERNAL EMAIL*

Drycleaning

Fabio Fortes, P.E. (FL) mailto:Jess.Hornsby@et.eurofinsus.com mailto:Fabio.Fortes@Geosyntec.com https://nam02.safelinks.protection.outlook.com/?url=https%3A%2F%2Fwww.eurofinsus.com%2Fenvironment-testing%2Fresources%2Fholiday-hours%2F&data=05%7C01%7CFabio.Fortes%40Geosyntec.com%7C5996dcf7cd0f4330c5d508db6dbf0768%7C7125495671b047f48977c4c17bc205cb%7C0%7C0%7C638224439493480696%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C3000%7C%7C%7C&sdata=3jtaiOptJnHGB1sik8%2B6ijxqrvZ4g9S5uH%2FwkYJjbBU%3D&reserved=0 mailto:jess.hornsby@et.eurofinsus.com https://nam02.safelinks.protection.outlook.com/?url=http%3A%2F%2Fwww.eurofinsus.com%2F&data=05%7C01%7CFabio.Fortes%40Geosyntec.com%7C5996dcf7cd0f4330c5d508db6dbf0768%7C7125495671b047f48977c4c17bc205cb%7C0%7C0%7C638224439493480696%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C3000%7C%7C%7C&sdata=W%2FJqSEbC5SeTSwu%2B6LXfMywcTZCa33JUq0dBDXMfKuc%3D&reserved=0

Fabio.Fortes Oval

Concrete Coring Quotes

Fabio Fortes

From: Matt Ferguson <matt.ferguson@speedycon.com>

Sent: Wednesday, June 21, 2023 10:32 AM

To: Fabio Fortes

Subject: Re: Request for Quote (Speedy) - Concrete Coring in Bradenton,, FL

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Fabio, I already quoted 2 days @ 1450.00 add one more day.

Total 4350.00

Joe Kenney

District Manager, Speedy Concrete Cutting

Cell: 813.453.8637 joe.kenney@speedycon.com www.speedycon.com

Date: Wednesday, June 21, 2023 at 8:28 AM

To: Matt Ferguson <matt.ferguson@speedycon.com>

Subject: RE: Request for Quote (Speedy) - Concrete Coring in Bradenton,, FL

Hi Matt, we only need the service inside the building (up to 7 locations) and let’s think in the worst scenario (3 ft of concrete). Can you send me the cost to fill the concrete back after the concrete coring work?

Thank you, Professional Engineer

Tampa, FL 33637 Mobile: 703-606-8538 Direct: 813-379-4421

This electronic mail message contains information that (a) is or may be LEGALLY PRIVILEGED, CONFIDENTIAL, PROPRIETARY IN NATURE, OR

OTHERWISE PROTECTED BY LAW FROM DISCLOSURE, and (b) is intended only for the use of the Addressee(s) named herein. If you are not the intended recipient, an addressee, or the person responsible for delivering this to an addressee, you are hereby notified that reading, using, copying, or distributing any part of this message is strictly prohibited. If you have received this electronic mail message in error, please contact us immediately and take the steps necessary to delete the message completely from your computer system.

From: Matt Ferguson <matt.ferguson@speedycon.com>

Sent: Wednesday, June 21, 2023 8:08 AM

To: Fabio Fortes <Fabio.Fortes@Geosyntec.com>

Subject: Re: Request for Quote (Speedy) - Concrete Coring in Bradenton,, FL

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I will need to know how deep you are going total and what type of material can go back in each hole. Do you want me to only fill in the holes drilled through the concrete?

I believe you had asphalt also.

Cell: 813.453.8637

Date: Tuesday, June 20, 2023 at 4:09 PM

Hi Matt, can you send me the cost to fill the concrete holes (up to 7 locations)?

Tampa, FL 33637 Mobile: 703-606-8538 Direct: 813-379-4421

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Sent: Wednesday, June 14, 2023 10:56 AM

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The cost for each mob is 1450.00. I believe we can complete the coring in 2 days. 2 mobs

Cell: 813.453.8637

Date: Tuesday, June 13, 2023 at 5:36 PM

Hi Matt, $1,450.00 is the cost for 2 days of concrete coring? Or only the cost for mobilization?

Mobile: 703-606-8538 Direct: 813-379-4421

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Sent: Tuesday, June 13, 2023 5:33 PM

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Our minimum mob Bradenton is 1450.00. I don’t think it would take more than 2 days total.

Cell: 813.453.8637

Date: Tuesday, June 13, 2023 at 12:53 PM

To: "matt.ferguson@speedycon.com" <matt.ferguson@speedycon.com>

Subject: FW: Request for Quote (Speedy) - Concrete Coring in Bradenton,, FL

Hi Matt, Let me know if you can send the quote for this service described below.

Mobile: 703-606-8538 Direct: 813-379-4421

This electronic mail message contains information that (a) is or may be LEGALLY PRIVILEGED, CONFIDENTIAL, PROPRIETARY IN NATURE, OR

OTHERWISE PROTECTED BY LAW FROM DISCLOSURE, and (b) is intended only for the use of the Addressee(s) named herein.