CN-370000-HW683-DC054A.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

DC054A August 29, 2025

This Task Assignment authorizes Geosyntec to conduct Site Assessment activities at

Shyrose Cleaners site in accordance with Geosyntec scope of work, cost estimate and schedule received on June 25, 2024.

Sarah Aduwa 850-245-8973 Geosyntec

Nick Barnes 813-557-1165

ERIC 4756

7520 W. Waters Avenue (8316 Hanley Road) Tampa, Hillsborough County, Florida 33614

Shyrose Cleaners

$ 107,160.89

$ 107,160.89

Scope of Work

Geosyntec

Todd Kafka

Contract Manager

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

Date: 2024.12.19 13:59:21 -05'00'

Teresa Booeshaghi

Teresa Booeshaghi Digitally signed by Teresa Booeshaghi Date: 2024.12.19 13:12:55 -05'00'

12/19/2024

N/A

Task Assignment Notification/Change Order Deliverables and Invoice Schedule Attachment

WC TAFORM

Contract Number:

Task Assignment #:

Deliverables:

Deliverable Deliverable Due Date

Invoice Schedule:

Requirements for Invoice Submittal Amount to be Invoiced

TOTAL COST

Printed on recycled paper.

FLORIDA DEPARTMENT OF

Environmental Protection

Bob Martinez Center 2600 Blair Stone Road

Tallahassee, FL 32399-2400

Ron DeSantis Governor

Jeanette Nuñez Lt. Governor

Shawn Hamilton Secretary

To: HW683 Contract Negotiation File Shyrose Cleaners Tampa, Hillsborough County, Florida

ERIC_4756

From: Sarah Aduwa, Project Manager Date: June 26, 2024 Subject: Negotiation

Summary

HW683_DC05 A

This Task Assignment authorizes Geosyntec to conduct Site Assessment activities at Shyrose Cleaners site in accordance with Geosyntec scope of work, cost estimate and schedule received on June 25, 2024.

Subtask 2 to 4- This includes costs for utility locating, lithology boring, soil sampling, MAGS well installation and testing, DPT groundwater sampling, interior monitoring well installation, field GPS and interior mapping and IDW sampling.

Subtask 5- Following completion of field activities, Geosyntec will proceed with the preparation and submittal of a Site Assessment Report (SAR) documenting assessment activities and summarizing analytical results. This subtask includes costs to generate a SAR that summarizes the analytical results of the assessment activities outlined above and complies with the requirements of Chapter 62-780.600, FAC.

The FDEP Project Manager agrees to the scope of work and final cost associated with this Task Assignment. The final cost is $107,160.89 with 380 labor hours.

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Shyrose Cleaners SUBTASK: Multi-Media Sampling and Interior MW Install

DATE: 5/21/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal T. Kafka 4

Project Professional N. Barnes

Project Professional M. Hensley 8

Sr. Staff Professional M. Mohr

Senior Professional S. Wang 6

Sr. Staff Professional A. Ogunkoya

TOTAL LABOR 215

VEHICLE TYPE RATE UNIT USEAGE

Van Ogunkoya $120.00 Day 3 $360.00 Van Ogunkoya $480.00 Week 1 $480.00 Truck Mohr $480.00 Week 1 $480.00 Truck Mohr $120.00 Day 2 $240.00 Truck Barnes $120.00 Day 2 $240.00

Subtotal $1,800.00

TOTAL VEHICLE $1,800.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Drilling (Conventional)

EDS $14,010.00 $14,010.00

$0.00 $0.00 Subtotal $14,010.00

Other SiteLines $800.00 $800.00

$0.00 $0.00 Subtotal $800.00

TOTAL SUB $14,810.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

VOCs - Soil 14 borings x ~4 samples/boring $110.00 54 0 $5,940.00 VOCs - GW 9 borings x 5 samples/boring $110.00 45 0 $4,950.00 SPLP Prep SPLP (50% of total samples) $55.00 27 0 $1,485.00 VOCs - SPLP SPLP (50% of total samples) $110.00 27 0 $2,970.00 Percent Moisture 54 soil samples $13.00 54 0 $702.00

TO-15 - GAS 6 MAGS $200.00 6 0 $1,200.00

$0.00 $0.00

Subtotal $17,247.00 Shipping

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

TOTAL LAB $18,147.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Drilling Related Soil Vapor Sampling Kit $290.00 Day 2 $580.00 Soil Assessment Kit $700.00 Week 1 $700.00 MW Installation Kit $325.00 Day 1 $325.00

Subtotal $1,605.00 Analytical Related

$33.00 Day 6 $198.00 Encore Samplers $16.00 Each 54 $864.00

Subtotal $1,062.00 Expendables

$40.00 Day 8 $320.00 Subtotal $320.00

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

Subtotal $1,175.00

TOTAL EQUIPMENT $4,162.00

Air Sampling Summa Canister (6 canisters)

Evaluating and interpreting field data (2 hr). Prepare for and conduct teleconference with FDEP to discuss soil, MAGS, and DPT groundwater results (2 hr)

Preparation of soil, MAGS, and DPT groundwater results figures

Site Assessment: Field preparation (1 hr). Mob/demob (1 hr/day x 5 day = 5 hr). Calibration of instruments (0.5 hr/day x 5 days = 3 hr). Fieldwork oversight: soil, DPT sampling, MAGS well installation, interior MW installation (9 hr x 5 days = 45 hrs). Interior as-built sketch (2 hr). Field GPS of exterior sample locations (4 hr). Prepare field forms documentation (2 hr). MAGS Event:

Mob/demob (2 hr/day x 2 day = 4 hr). MAGS equipment setup (0.5 hr/well x 6 wells = 3 hrs).

MAGS testing w/ step test (2 hr/well x 6 wells = 12 hr).MAGS equipment breakdown (1 hr). IDW

Analytical data import and data management (4 hr); prepare soil vapor, DPT GW, and soil data tables (6 hr)

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

Site Assessment: Mob/demob (1 hr/day x 5 days = 5 hr). Fieldwork oversight: soil, DPT sampling, MAGS well installation, interior MW installation (9 hr x 5 days = 45 hrs). MAGS Event:

Field preparation, including purchasing MAGS supplies and picking up blower (4 hr).

Mob/demob (2 hr/day x 2 days = 4 hr). MAGS equipment setup (0.5 hr/well x 6 wells = 3 hrs).

MAGS testing with step test (2 hr/well x 6 wells = 12 hr). MAGS equipment breakdown (1 hr) IDW management (1 hr). Sample management (1 hr). Compile field notes (1 hr)

Offsite Access procurement including one onsite meeting (4 hrs). Property owner and tenant notifications (1 hr). Healthy & Safety Plan and task hazard analysis preparation (3 hr). Site visit for work kickoff and tenant night work discussion (4 hrs). Evaluating and interpreting field data (1 hr/day x 5 days = 5 hr). Prepare draft MAGS, DPT groundwater, soil figures (3 hr). MAGS data tables and data evaluation (4 hr). Prepare field deliverable package (3 hr). Prepare for and conduct teleconference with FDEP to discuss soil, MAGS, and DPT groundwater results (2 hr).

6/26/2024 Page 3 of 6 Subtask 2

SUBTASK: MW Install, GW Sampling, and Surveying

DATE: 5/21/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal T. Kafka 1

Project Professional N. Barnes 8

Project Professional M. Hensley 4

Senior Professional S. Wang 5

Staff Professional A. Ogunkoya

TOTAL LABOR 66

VEHICLE TYPE RATE UNIT USEAGE

Truck $120.00 Day 4 $480.00 Subtotal $480.00

TOTAL VEHICLE $480.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Drilling (Conventional)

EDS $6,620.00 $6,620.00

$0.00 $0.00 Subtotal $6,620.00

Surveying SurvTech $2,360.00 $2,360.00

Subtotal $2,360.00

IDW

$0.00 $0.00

Subtotal $0.00

TOTAL SUB $8,980.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

VOCs $110.00 6 0 $660.00 TCLP VOCs (Soil) - IDW $210.00 1 0 $210.00 TCLP VOCs (Aqueous) - IDW $205.00 1 0 $205.00

Subtotal $1,075.00 Shipping

Small Cooler (0 to 25 lbs) $110.00 1 $110.00 Subtotal $110.00

TOTAL LAB $1,185.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Drilling Related Monitoring Well Installation Kit $325.00 Day 2 $650.00

Subtotal $650.00 Analytical Related

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

Expendables $40.00 Day 3 $120.00

Subtotal $120.00

TOTAL EQUIPMENT $1,060.00

Evaluating and interpreting field data

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).

Prepare monitoring well results figure and GW elevation contour map

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

MW Install: Field preparation (1 hr). Mob/demob (1 hr/day x 2 day = 2 hr). Oversight of monitoring well installations (10 hr/day x 2 day = 20 hr). IDW management (1 hr). Prepare field package (2 hr). GW Sampling: Mob/demob (2 hr/day x 1 day = 1 hr). Instrument calibration (0.5 hr/day x 1 day = 1 hr). Sampling 6 monitoring wells @ 1.5hrs each (9 hr).

IDW management (1 hr). Sample management (1 hr). Compile field notes (1 hr). MW Survey: Mob/demob (2 hr/day x 1 day = 2 hr). Oversee monitoring well survey (4 hr).

6/26/2024 Page 4 of 6 Subtask 3

SUBTASK: IDW Management

DATE: 5/21/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Project Professional

N. Barnes 2

Senior Staff Professional

A. Ogunkoya 4

TOTAL LABOR 6

VEHICLE TYPE RATE UNIT USEAGE

Car $80.00 Day 0 $0.00

Truck $120.00 Day 1 $120.00

Van $120.00 Day 0 $0.00

Subtotal $120.00

Mileage $0.59 Mile 0 $0.00

Subtotal $0.00

Air Fare $0.00 Round Trip 0 $0.00

Subtotal $0.00

TOTAL VEHICLE $120.00

PER DIEM STAFF RATE UNIT USEAGE

$0.00 Day 0 $0.00

$0.00 Day 0 $0.00

$0.00 Day 0 $0.00

$0.00 Day 0 $0.00

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

IDW

Erwin Remediation (5 water drums) $125 drum $625.00 $625.00

Erwin Remediation (4 soil drums) $110 drum $440.00 $440.00

Subtotal $1,065.00

TOTAL SUB $1,065.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

0 $0.00

0 $0.00

0 $0.00

0 $0.00

Subtotal $0.00

Shipping

Small Cooler (0 to 25 lbs) $110.00 1 $110.00

Subtotal $110.00

TOTAL LAB $110.00

Characterization and waste profile for transportation and disposal of IDW drums (2 hr);

IDW dum pickup oversight with mobilization (2 hrs)

6/26/2024 Page 5 of 6 Subtask 4

SUBTASK: Site Assessment Report

DATE: 5/21/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal

T. Kafka 2

Project Professional

M. Hensley 5

Project Professional

N. Barnes 50

Administrative Assistant

R. Resinger 2

TOTAL LABOR 59

Report formatting and PDF compilation

Develop recommendations and path forward

SAR figure preparation (cross sections and MW results)

SAR preparation

6/26/2024 Page 6 of 6 Subtask 5

12802 Tampa Oaks Blvd. Suite 151 Tampa, Florida 33637

PH 813.558.0990

FAX 813.558.9726

www.geosyntec.com

30 May 2024

Ms. Sarah Aduwa 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 Shyrose Cleaners 7520 W. Waters Avenue (8316 Hanley Road) Tampa, Hillsborough County, Florida 33614 FDEP Site ID No. ERIC_4756

Dear Ms. Aduwa, Geosyntec Consultants, Inc. (Geosyntec) has prepared this Scope of Work and Level of Effort (LOE) for site assessment activities at the Shyrose Cleaners site (Site) located in Tampa, Florida (ERIC_4756) based on the Site Assessment Work Plan (SAWP) submitted to FDEP on 17 May 2024. A description of task breakdown for Site assessment field activities and report preparation is provided below.

SUBCONTRACTOR EVALUATION

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

Underground utility locating – SiteLines LLC

Soil sampling, MAGS installation, DPT groundwater sampling, and MW installation – Environmental Drilling Service, Inc. (EDS)

IDW transportation and disposal – Erwin Remediation

SurvTech Solutions is recommended for surveying the six (6) monitoring wells. Copies of the bids from each subcontractor are included in Attachment A.

Ms. Sarah Aduwa 30 May 2024

Subtask 1 – Project Management

Nick Barnes (Tampa) will be the Geosyntec Project Manager. His labor hours are directly computed.

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

Offsite Access Procurement: Given that the property boundary of the subject parcel is immediately behind the building housing the former drycleaning facility, along with an anticipated groundwater flow direction towards the south, access to the adjacent property is necessary to complete Site assessment. Geosyntec will correspond with the adjacent property to discuss the proposed activities and obtain signature of a Permission to Enter Property Form. Effort for access will consist of up to two phone calls, two emails, and one mailed letter. Costs for up to one onsite meeting are included. If access is not granted through the efforts noted above, Geosyntec will discuss with FDEP and a WCD may be requested to update the Site Assessment scope and/or alternatives may be proposed.

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

Geosyntec personnel will mobilize to the Site to observe the first phase of site assessment activities, which includes a private underground utility survey, lithology boring, soil sampling, MAGS well installation and sampling, direct push technology (DPT) groundwater sampling, and interior monitoring well installation. Based on the operating business within the eastern portion of the former drycleaning facility, interior activities in this location will need to be conducted after 4:00 p.m. on weekdays, or anytime on weekends.

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

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

Lithology boring: One soil boring (at the DPT001 location) will be advanced using a DPT drill rig to a depth of approximately 50-feet below land surface (ft BLS) or refusal, whichever is encountered first, to characterize the Site-specific lithology. This data will be used to assist in the selection of vadose zone soil and DPT groundwater sampling intervals.

Soil Sampling: Soil sampling will be performed at up to 14 locations (SB001 through SB008, and MAGS001 through MAGS006) as presented on Figure 3 in the SAWP. A concrete core drill will be used to access soil under the building slab (concrete) and driveway/parking lot (concrete or asphalt). Based on an assumed depth-to-water (DTW) of 6 ft BLS, soil samples will be collected at depth intervals of 0-0.5 ft BLS, 0.5-2 ft BLS, 2-4 ft BLS, and 4-6 ft BLS or water table) from each of the 14 proposed soil sample locations, with the exception of SB008 in the adjacent retention area. At this location, if conditions are dry enough for soil sample collection, up to two samples (0-0.5 and 0.2-2 ft BLS) will be collected. Accordingly, up to a total of 54 samples are proposed. The soil samples will be screened with a photoionization detector (PID) organic vapor analyzer and will be analyzed for the presence of VOCs via EPA Method 8260 by a National Environmental Laboratory Accreditation Program (NELAP) accredited, fixed-base laboratory.

Soil samples. 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 initial VOC concentrations exceed the leachability-based soil cleanup target levels (SCTLs) per Chapter 62-777, Florida Administrative Code (FAC). For budgetary purposes, it is assumed that approximately half of the proposed soil samples (27) will be analyzed by SPLP for VOCs. Exterior soil samples will be surveyed with a GPS and interior sampling locations will be transcribed using as-builts based on Site features.

MAGS well installation: Six, 2-inch (in.) diameter Schedule 40 polyvinyl chloride (PVC) MAGS wells (MAGS001 through MAGS006) will be installed by hand auger to a depth of up to approximately 5 ft BLS (or 1-ft above the static water level). Each MAGS well will be installed with 1-ft of riser and 0.01-in. slotted well screen extending from 1 ft BLS up to 5 ft BLS. A 20/30 grade environmental sand filter pack will be placed from the bottom of the boring to the top of the well screen. The remaining annular space will be grouted to just below the top of casing.

MAGS well testing: Each MAGS well will be tested for a period calculated to remove one, 10 to 15-ft radius of soil vapor volume using a blower. The 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 performed 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). 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 (6) will be sent to a fixed-based laboratory for analysis of VOCs by the TO-15 method.

DPT groundwater sampling: Geosyntec personnel will observe the collection of DPT groundwater samples at up to 9 locations (DPT001 through DPT009), 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, 25 to 29 ft BLS, 35 to 39 ft BLS, 45 to 49 ft BLS), resulting in up to 5 samples from 9 locations (45 total samples). Sampling intervals may be adjusted based on observed depth to water and Site lithology. Groundwater samples submitted to a NELAP-approved fixed-based laboratory will be analyzed for the presence of VOCs by EPA Method 8260 (full list).

No field duplicates will be collected.

Interior monitoring well installation: One monitoring well (MW001) will be installed inside the former facility adjacent to the former drycleaning machine location. MW001 will be installed with a limited access DPT dolly rig if feasible, otherwise a decontaminated hand auger will be used and attempt to attain the target depth of approximately 15 ft BLS. MW001 will be constructed of 1-inch diameter prepacked PVC well screen between 5 and 15 ft BLS.

Field GPS and Interior Mapping: Exterior sampling locations (e.g., DPT groundwater, soil samples, select MAGS wells) will be surveyed with a field GPS by Geosyntec personnel. Interior sampling locations will be transcribed using as-builts based on Site features.

Field Deliverable and Draft Summary Figure: Geosyntec has included costs to manage the data generated during this subtask and to develop the following to facilitate discussion with FDEP:

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

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

and

One figure and table to summarize VOC laboratory analytical results from MAGS samples.

These data will be provided to FDEP for evaluation to select the locations of proposed monitoring wells to be installed in Subtask 3; data gaps will be addressed during Subtask 3, if practical. If fixed-based laboratory analytical results of soil and DPT groundwater samples indicate that additional sampling will be required to complete delineation, Geosyntec will propose additional sampling locations and corresponding depths. The data will be managed in a database.

Subtask 2 activities will be performed by 2 Geosyntec staff members assuming 1 day for utility locating and marking the locations of the borings (1 Geosyntec staff), 5 days for drilling oversight, 2 days for MAGS well sampling and testing, and close-out tasks at the Site.

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

Monitoring well installations: Once the final monitoring well strategy has been established with FDEP, Geosyntec will re-mobilize to the Site to install and sample the monitoring well network.

Geosyntec personnel will observe the installation of up to five (5) additional exterior monitoring wells to evaluate groundwater quality; the tentative locations are presented on Figure 3 of the

SAWP, and the final locations will be determined following evaluation of the data collected during Subtask 2. We have assumed the utility survey conducted in Subtask 2 will be sufficient for siting the proposed monitoring well locations; however, should there be uncertainty in utility locations relative to drilling locations, Geosyntec will submit a WCD or TACO to FDEP for focused utility locating at the drilling locations.

Water-table monitoring wells MW002 through MW005 will be installed surrounding the facility using the DPT drilling method. The wells will be constructed of 1-in. diameter Schedule 40 PVC pipe with 10 ft of 0.010-in. pre-packed well screen, filter pack consisting of 20/30 silica sand, and at least a 0.5-ft thick, fine sand (30/65 silica sand) seal. The remaining annular space will be grouted to land surface with Portland Cement Type I/II and monitoring wells will be completed at the surface with a flush-mount 8-in. manhole and a locking monitoring well cap. The proposed deep monitoring well MW006 will be installed with 1-in. diameter Schedule 40 PVC pipe with 5 ft of 0.010-in. prepacked screen.

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

Monitoring Well Survey: This subtask includes costs for a Florida professional land surveyor to survey the six (6) newly installed monitoring wells. Cost has been included for Geosyntec to oversee the survey.

Groundwater sampling: Geosyntec personnel will collect groundwater samples from the six (6) Site monitoring wells. Depth-to-water measurements (DTW) will be collected from the monitoring wells to evaluate groundwater flow direction. The monitoring wells will be sampled using a peristaltic pump in general accordance with FDEP Standard Operating Procedures (SOPs), assuming the DTW and drawdown do not exceed the suction limit of the peristaltic pump. The samples will be stored on ice and shipped to a NELAP approved, fixed-based analytical laboratory under chain of custody for analysis under standard turnaround times. The groundwater samples will be analyzed for VOCs by EPA Method 8260 (full list); the suite may be reduced to VOHs pending the results from DPT groundwater samples.

Subtask 3 activities will be performed by 1 Geosyntec staff member assuming 2 days for drilling oversight, 1 day for surveying oversight, and 1 day for well sampling, IDW sampling, and close out tasks at the Site.

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 using the Toxic Characteristic Leaching Procedure.

Field Deliverable and Draft Summary Figure: Geosyntec has included costs to generate one figure and table that summarize VOC laboratory analytical results from groundwater monitoring well samples. The field deliverable will include the final surveyor report, monitoring well installation field forms, and groundwater sampling forms.

Subtask 4 – IDW Management

Geosyntec will review the generation of a waste characterization profile as well as the preparation of IDW manifests. Geosyntec will coordinate disposal arrangements for up to 9 drums of assumed non-hazardous IDW anticipated to be generated. Upon profiling and scheduling, Geosyntec will oversee observe the pickup of the IDW drums for disposal.

For this cost estimate, we have assumed the IDW will not be impacted by PFAS (screening to be performed under separate task assignment) 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 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 utility locate, soil sampling, MAGS, and DPT groundwater sampling with summary figures and tables

9/30/24 $67,473.79

Field deliverable for monitoring well installation, groundwater sampling, and final surveyor report

11/29/24 $21,007.74

4 Submittal of IDW Manifests 12/20/24 $2,174.53

1, 5 Submittal of Site Assessment Report 1/24/25 $16,504.83

Total $107,160.89

*Assumes TA is approved by 30 June 2024.

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, Nicholas S. Barnes, P.E. Todd K. Kafka, P.G.

Project Engineer Sr. Principal Hydrogeologist

Attachments A – Subcontractor Cost Evaluation and Quotes

ATTACHMENT A

SUBCONTRACTOR COST

EVALUATION AND QUOTES

Drilling Mobilization 1 Environmental Drilling Service

Groundwater Protection

Preferred Drilling Solutions

Mobilization $1,000 $600 $650 Daily Rate $1,850 $1,750 $2,100 Night Work Rate - - $3,000 1/2 Day Rate - $1,050 $1,600 Completions (each) $100 $150 $150 Drum Cost $70 $65 $125 Drums 7 4 14 Per Diem (per night) $250 $300 -

Total $14,010 $14,201 $23,565

Drilling Mobilization 1 Environmental Drilling Service

Groundwater Protection

Preferred Drilling Solutions

Mobilization $1,000 $700 $650 Daily Rate $1,850 $1,750 $2,100 Per Diem (per night) $250 $300 - Drums 2 3 6

Total $6,620 $6,964 $8,175

Utility Locating Site Lines LLC GeoView ProCheck GPRS Total $800 $900 $900 $1,050

IDW Erwin Hulls Hepaco Soil $110 $250 $210 Liquid $125 $250 $141.75 Transportation - $50 $50 Driver and Flatbed - - $145.92/hr

Surveying (Professional Service) SurvTech $2,360

Subcontractor Evaluations

DATE: 5/13/2024

ESTIMATE #: 524031

PROJECT DESCRIPTION:

ID QTY Unit Rate TOTAL

1 1 each 600.00$ 600.00$

2 4 night 300.00$ 1,200.00$

3 DPT Rig and Crew 5 day 1,750.00$ 8,750.00$

3a DPT Rig and Crew 0 1/2 day 1,050.00$ -$

4 DPT Dolly Rig 420 M Low Clearance 1 each 450.00$ 450.00$

5 Materials: Soil Sampling Liners 18 each 3.00$ 54.00$

6 Materials: GW Sampling Expendables 45 each 12.00$ 540.00$

7 Backfill w/Concrete Patch (Indoor Work) 3 each 10.00$ 30.00$

8 Grout Borings w/Concrete Patch (Outdoor Work) 6 each 15.00$ 90.00$

9 Grout Borings and Rake Level (Grass Locations) 8 each 10.00$ 80.00$

10 Materials: 2" PVC MAGS Well Installation 6 each 75.00$ 450.00$

11 Materials: 1" PVC Well Installation 14 each 5.00$ 70.00$

12 Materials: 1" x 5' PVC .010 Prepack Screen, 3" Exp Point 1 each 175.00$ 175.00$

13 Donut Concrete Pad w/5" BD Completion (Indoors) 7 each 150.00$ 1,050.00$

14 Well Development (up to 1/2 hour w/pump) 1 each 75.00$ Included

15 55 gallon drums: (Soil) (Estimated) 2 each 65.00$ 130.00$

16 55 gallon drums: (Sampling Water/Decon) (Estimated) 2 each 65.00$ 130.00$

17 1 each 350.00$ 350.00$

18 1 each 52.00$ 52.00$

Completion: 5 Days Depending on Indoor Work Subtotal 14,201.00$

Todd Hodgson

Todd Hodgson TOTAL 14,201.00$ Partner

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

"Actual Quantities will be invoiced"

Drum IDW

(1) 1" x 14' MW w/10' of .010 Prepack Screen, w/5" BD Completion w/Donut Pad. (Indoor)

(321) 747-1909

Borehole Clearance to 5’ bgs beyond 30 minutes may require a change order for additional time.

"Damages to utilities on private property are the responsibility of the client"

PFAS Decontamination Protocal

(1) Litho Borings to ~50' or Refusal w/ Continuous Macrocore to Depth. Grout Borehole w/Concrete Cap (Location in Concrete)

Note: It is Groundwater Protection policy that if 'Pea Gravel' is encountered, ANY type of boring/drilling will be terminated immediately and the boring location will need to be relocated to a clear location by the client.

(9) DPT Borings to ~50' or Refusal w/GW Sampling at 5 Intervals (6-10', 16-20', 26-30', 36-40' and 46-50'. Grout Borehole w/Concrete Cap (All Location in Concrete)

THANK YOU FOR YOUR BUSINESS!

DESCRIPTION

Mobilization

Per Diem - DPT 2 Men Crew Est. (Hotel Cost + $50/per man)

"Utility locates on Private Property are the responsibility of the client"

Permits: (SWFLWMD)

Concrete Coring Machine and Generator (Indoor Work)

(14) Hand Auger Borings to 6' (or GW) with Soil Grabs at 0.5-2', 2-4' and 4-6'. (8 Backfill w/Cap/6 will become MAGS)

(6) 2" x 5' MAGS Well w/4' of .010 Screen, w/5" BD Completion w/Donut Pad. (5 Indoor/1 in Sidewalk under Canopy)

DPT Soil/GW Sampling w/MAGS and MW Installation

6770 South Washington Avenue, Suite 3

CLIENT

Tampa, Florida

PROJECT

Geosyntec Consultants

Titusville, Florida 32780

Shyrose Cleaners 7520 W Waters Avenue

Nick Barnes

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

Preferred Drilling Solutions, Inc.

8820 66th St. North, Pinellas Park, FL 33782

Ph: 727-561-7477 Fax: 727-561-9028 www.pdsflorida.com

DIRECT PUSH TECHNOLOGY QUOTE FORM

Date: 5/16/24 FAC ID#: ERIC_4756

Unit Unit Rate Number of Units

Extended Price whole day $2,100.00 4 8,400.00$ half day $1,600.00 1 1,600.00$ whole day $3,000.00 2 6,000.00$ per foot $25.00 30 750.00$ each $115.00 2 230.00$ each $50.00 -$ each $35.00 1 35.00$ per well $150.00 7 1,050.00$ roundtrip $750.00 2 1,500.00$ per crew / per night $575.00 -$ each $125.00 14 1,750.00$ per day $150.00 5 750.00$ each $75.00 2 150.00$ lump sum $350.00 1 350.00$ per day $100.00 5 500.00$ per day $100.00 5 500.00$

TOTAL QUOTE PRICE $23,565.00

Notes: 1. Includes saw cuts, development, standby time, and decon.

Project No.:

Subcontract Company Name: Preferred Drilling Solutions, Inc. (727) 561-7477

Subcontract Mailing Address: 8820 66th St, Pinellas Park, FL 33782

Signature and Title of Person Submitting Quote: ___________________________________Austin Bonacum, Estimator Date: 5/16/24

Decon pad, decon all down hole tooling with steam cleaner

PDS to supply concrete core drill w/ 6" bit

7520 W Waters Ave, Tampa, Hillsborough County, FL

Well Completion (includes MH w/ cover, concrete, and locking well cap)

Well Riser (includes all materials) ID 1"

Slotted PVC Well Screen (includes all materials) 5' Length Pack OD 3.5"

Pre-Packed Well Screen (includes all materials) ID 1" 5' Length

2" Well Install (includes all materials)

Direct Push Half-Day Rate 1 - on-site half day

(6) 2" x to 5' MAGs wells with up to 4' .010 screen, installed via hand auger, drum cuttings, pad and 5" manhole

Drum cuttings, development water, and decon fluids in NEW drums

(1) 1" x up to 14' MW with 10' .010 prepacked screen, installed via hand auger to 14' or as deep as possible, drum cuttings, pad and 5" manhole

Direct Push Daily Rate 1 - on-site day (NIGHTWORK)

Site Name and Location: Shyrose Cleaners

Consultant Name: Geosyntec Consultants

PROPOSED SCOPE OF WORK:

(1) DPT boring to 50' (or refusal), drum cuttings, grout and restore grade

(14) Hand auger borings to 6', drum cuttings, grout and restore grade

Event 1

(9) DPT borings to 50' (or refusal), grab groundwater sampling at up to (5) intervals per boring, drum soil & water, grout and restore grade

Days to Complete Scope of Work: 6.5

Direct Push Daily Rate 1 - on-site day

Equipment Type: Geoprobe 8040DT, Geoprobe 3230DT, 7822DT

*Note: It is against PDS policy to drill in Pea Gravel. Borings in Pea Gravel will be terminated or can proceed solely at the risk of the consultant, DEP or Property Owner

Steam Cleaner

Decon Pad

Concrete Core Drill with 6" core bit

NEW - DOT Approved 55-gal Drum

Per Diem

Mobilization

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

GeoProbe Consumables (includes tubing, points, liners, concrete patch, asphalt patch, and grouting)

Permits

DATE: 5/13/2024

ESTIMATE #: 524032

PROJECT DESCRIPTION:

ID QTY Unit Rate TOTAL

1 1 each 700.00$ 700.00$

2 1 night 300.00$ 300.00$

3 DPT Rig and Crew 2 day 1,750.00$ 3,500.00$

3a DPT Rig and Crew (If Needed) 0 1/2 day 900.00$ -$

4 Materials: Soil Sampling Liners 14 each 3.00$ 42.00$

5 Materials: 1" PVC Well Installation 95 each 4.00$ 380.00$

6 Materials: (2) 1" x 5' PVC .010 Prepack Screen, 3" Exp Point 4 each 175.00$ 700.00$

7 Materials: 1" x 5' PVC .010 Prepack Screen, 3" Exp Point 1 each 95.00$ 95.00$

8 2' x 2' Concrete Pad w/8" BD Completion 5 each 150.00$ 750.00$

9 Well Development (up to 1/2 hour w/pump) 5 each 50.00$ 250.00$

10 55 gallon drums: (Soil) (Estimated) 1 each 65.00$ 65.00$

11 55 gallon drums: (Sampling Water/Decon) (Estimated) 2 each 65.00$ 130.00$

12 1 each 52.00$ 52.00$

Completion: 2 Days Subtotal 6,964.00$

Todd Hodgson

Todd Hodgson TOTAL 6,964.00$ Partner

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

"Actual Quantities will be invoiced"

Drum IDW

(321) 747-1909

Borehole Clearance to 5’ bgs beyond 30 minutes may require a change order for additional time.

"Damages to utilities on private property are the responsibility of the client"

(4) 1" x 15' MW w/10' of .010 Prepack Screen, w/8" BD w/2' x 2' Concrete Pad. DPT Soil Sampling (2 Grass/1 Concrete)

Note: It is Groundwater Protection policy that if 'Pea Gravel' is encountered, ANY type of boring/drilling will be terminated immediately and the boring location will need to be relocated to a clear location by the client.

THANK YOU FOR YOUR BUSINESS!

DESCRIPTION

Mobilization

Per Diem - DPT 2 Men Crew Est. (Hotel Cost + $50/per man)

"Utility locates on Private Property are the responsibility of the client"

Permits: (SWFLWMD)

(1) 1" x 35' MW w/5' of .010 Prepack Screen, w/8" BD w/ 2' x 2' Concrete Pad. DPT Soil Sampling (Grass)

6770 South Washington Avenue, Suite 3

CLIENT

Tampa, Florida

PROJECT

Geosyntec Consultants

Titusville, Florida 32780

Shyrose Cleaners 7520 W Waters Avenue

Nick Barnes

DPT Well Installation-2nd Mobilization

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

Preferred Drilling Solutions, Inc.

8820 66th St. North, Pinellas Park, FL 33782

Ph: 727-561-7477 Fax: 727-561-9028 www.pdsflorida.com

DIRECT PUSH TECHNOLOGY QUOTE FORM

Date: 5/16/24 FAC ID#: ERIC_4756

Unit Unit Rate Number of Units

Extended Price whole day $2,250.00 2 4,500.00$ half day $1,750.00 -$ per foot $25.00 -$ each $115.00 -$ each $50.00 9 450.00$ each $35.00 10 350.00$ per well $150.00 5 750.00$ roundtrip $750.00 1 750.00$ per crew / per night $575.00 -$ each $125.00 6 750.00$ per day $150.00 -$ each $75.00 1 75.00$ lump sum $350.00 1 350.00$ per day $100.00 2 200.00$ per day $100.00 -$

TOTAL QUOTE PRICE $8,175.00

Notes: 1. Includes saw cuts, development, standby time, and decon.

Project No.:

Subcontract Company Name: Preferred Drilling Solutions, Inc. (727) 561-7477

Subcontract Mailing Address: 8820 66th St, Pinellas Park, FL 33782

Signature and Title of Person Submitting Quote: ___________________________________Austin Bonacum, Estimator Date: 5/16/24

Days to Complete Scope of Work: 2

Direct Push Daily Rate 1 - on-site day

Equipment Type: Geoprobe 8040DT, Geoprobe 3230DT

*Note: It is against PDS policy to drill in Pea Gravel. Borings in Pea Gravel will be terminated or can proceed solely at the risk of the consultant, DEP or Property Owner

Steam Cleaner

Decon Pad

Concrete Core Drill with 6" core bit

NEW - DOT Approved 55-gal Drum

Per Diem

Mobilization

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

GeoProbe Consumables (includes tubing, points, liners, concrete patch, asphalt patch, and grouting)

Permits

Well Completion (includes MH w/ cover, concrete, and locking well cap)

Well Riser (includes all materials) ID 1"

Site Name and Location: Shyrose Cleaners

Consultant Name: Geosyntec Consultants

PROPOSED SCOPE OF WORK:

(4) 1" x 15' MW's with 10' .010 screen, installed via DPT with 3.25" rods, drum cuttings, pad and 8" manhole

Drum cuttings, development water, and decon fluids

Event 2

(1) 1" x 35' MW with 5' .010 screen, installed via DPT with 3.25" rods, drum cuttings, pad and 8" manhole

7520 W Waters Ave, Tampa, Hillsborough County, FL

Decon pad, decon all down hole tooling with steam cleaner

Slotted PVC Well Screen (includes all materials) 5' Length Pack OD 3.5"

Pre-Packed Well Screen (includes all materials) ID 1" 5' Length

2" Well Install (includes all materials)

Direct Push Half-Day Rate 1 - on-site half day

SITE LINES LLC

Utility Locating 1143 59th Avenue North (727) 432-9482 St. Petersburg, FL 33703 bhardy@sitelinesllc.com

Mr. Nick Barnes, P.E.

GeoSyntec 12802 Tampa Oaks Boulevard, Suite 151 Tampa, FL 33637

May 16, 2024

SITE: Shyrose Cleaners Site – Tampa, Florida PROPOSAL: 01469p

Dear Mr. Barnes:

Thank you for contacting Site Lines LLC regarding the private utility locate at your project site. Attached is our proposal in response to your inquiry.

Please review the proposal to ensure I have accurately captured the project details.

If you agree to the proposal, including the terms and conditions, and the statement of work, please sign, initial and date where indicated. Upon signing, the proposal will serve as the Agreement of the parties as to the above-referenced Project.

If you have any questions, please feel free to contact me. I look forward to working with you.

Sincerely, Site Lines LLC

William L. Hardy II Geophysicist President

Enclosure

SITE LINES LLC PROPOSAL

SITE LOCATION

Shyrose Cleaners Site – 7520 West Waters Avenue, Tampa, Florida

PROPOSED SCOPE OF WORK

Site Lines (“Company”) will use Ground Penetrating Radar (GPR) and conventional electromagnetic (EM) pipe and cable locators to determine the location of underground utilities at the site identified by Geosyntec (“Client”).

RESULTS OF THE INVESTIGATION

The estimated depth and location of utilities identified during the investigation will be marked on the ground surface using spray paint or other method to be agreed upon by the parties. The American Public Works Association Uniform Color Codes for the marking of underground utilities will be use. No other report shall be prepared unless requested.

PROJECT FEE

The fee to complete the project as described within this proposal is: Eight Hundred Dollars [$800.00]

Client shall pay Company in full within thirty (30) days of the invoice date, unless the parties have agreed to another payment arrangement in writing. If during the investigation, Company determines that the goals of the project cannot be achieved with the resources available to Company, Company will notify Client as soon as reasonably possible. Under such circumstances, Company will charge Client only for time expended and materials used to date.

CLIENT REQUIREMENTS

Client is responsible for all site access, maintenance of traffic (MOT), site clearing and/or any other logistical considerations necessary to conduct the utility locate.

Client will also provide all pertinent maps of the project site, including those that show the boundaries of the utility locate, pertinent landmarks, and known utilities (if available). Company is not a substitute for Chapter 556, Florida Statutes.

Accordingly, Client is responsible for calling Sunshine State One Call of Florida

(811) before undertaking any invasive activities, whether through Company, any other entity, or on its own.

DESCRIPTION OF COMPANY INVESTIGATION AND LIMITATIONS

A GSSI SIR-4000 GPR system will be used with a 900, 400, or 270 megahertz antenna configuration depending on site conditions and desired targets. The GPR will assist in locating nonmetallic and metallic utilities. Physical surface conditions, subsurface conditions and technical limitations effect the ability of GPR to resolve targeted utilities and/or subsurface structures. Depth and/or diameter of the utility, soil type, moisture/ionic content of the soil, and electrical properties of the soil compared to that of the utility can prevent the GPR from identifying utilities at the site. The diameter of a utility cannot be determined by GPR data. Estimated depths of utilities are directly affected by soil conditions and the material of the utility. A margin of error of +/- 20-25% in depth should be expected when performing invasive activities.

An RD 8000 will be used for the EM survey. Electromagnetic induction which transmits a signal directly into the desired target and passive power detection which locates naturally occurring magnetic fields in energized lines will be identified by detecting and following the signals with a receiver. The EM survey will assist in finding only metallic utilities. The magnetic field and/or induced signal should emanate from the target in a circular geometry. When this occurs, the receiver will receive its peak signal directly above the target. However, when metallic utilities are running near each other, or there is environmental interference from fences, cars or overhead power lines, the signal can become distorted and the peak no longer can be directly over the utility. Care must be taken when doing any invasive work around the utilities. A margin of error of +/- 20-25% in depth should be expected when performing invasive activities. Company’s personnel are highly experienced and certified operators of GPR and EM pipe and cable locators.

Due to the limitations described above, when Client is working around indicated utilities, a minimum of two (2)-feet clearance from either side of the marked utility will be maintained. For absolute confirmation, Client is responsible for exposing any indicated underground utility.

Company will conduct utility investigations in accordance with the level of care and generally accepted professional practices as ordinarily exercised by members of the same profession practicing in the same locality under similar conditions.

REPRESENTATIONS AND WARRANTIES

Neither Company nor its employees or agents are licensed surveyors under Florida law, nor do they represent themselves as such. Accordingly, the work Company is to perform is not a substitute for work typically completed by a licensed surveyor.

Company specifically and expressly disclaims any liability for any type of property damage or personal injury, including but not limited to death, arising from client’s failure to determine that the services of a licensed surveyor are necessary or to retain a licensed surveyor to perform necessary services.

Limitations in technology, complexity of the physical characteristics of the subsurface conditions, and circumstances beyond Company’s control may limit the performance of Company’s utility investigation. For these reasons, Company expresses no guarantee that all utilities and underground structures will be identified and located during this project.

Company is responsible only for locating underground utilities, the presence of which is both known and indicated on site maps to be provided by Client to Company before Company performs the utility locate. Company will use its best efforts to locate both known and unknown utilities within the project boundaries. However, Company will only be responsible for locating utilities, the presence of which is known before Company undertakes its investigation.

Company expressly disclaims any and all warranties regarding specific or desired results.

TERMS AND CONDITIONS

Additional Insured: If requested, Company will name Client as an additional insured with respect to the services to be performed under this agreement.

Indemnity: Company agrees to indemnify, protect and hold harmless Client 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 Company’s performance of this Agreement, except to the extent such liabilities, claims or demands are caused by the negligence or willful misconduct of Client.

Client agrees to indemnify, protect and hold harmless Company 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 Client’s performance of this Agreement, except to the extent such liabilities, claims or demands are caused by the negligence or willful misconduct of Company.

Release of Information. Client authorizes Company to release any information regarding Client and this Agreement as may be permitted by Company's privacy policy or as may be required by law or requested by governmental authorities or agencies, law enforcement agencies or courts including, but not limited to, officials from local and state code enforcement agencies.

Governing Law; Jurisdiction; Severability; Waiver of Jury Trial. This Agreement shall be governed and construed in accordance with the laws of the State of Florida. Whenever possible, each provision of this Agreement shall be interpreted in such manner as to be effective and valid under Florida law, but if any provision of this Agreement shall be invalid or prohibited under Florida law, such provision shall be ineffective only as to the invalid portion of the provision without invalidating the remainder of such provision or the remaining provisions of this Agreement.

Client agrees to waive his or her rights to a jury trial for any and all claims made against or through Company. Client further agrees that Company will be notified of all claims no later than the earlier of thirty (30) days from the initial discovery of the claim or default or thirty (30) days following the expiration or termination of this Agreement. Client also agrees that failure to notify Company of any and all claims within this time period will result in the forfeiture of said claim.

Any claims by Client arising under this Agreement must be brought in a state or federal court of competent jurisdiction located in Pinellas County, Florida or in the

United States District Court for the Middle District of Florida in Tampa, Florida.

Client waives any objection to the jurisdiction and venue of such courts. This exclusive choice of jurisdiction and venue does not preclude Client or Company from bringing an action to enforce any judgment or judicial order in any other jurisdiction. The prevailing party in any dispute will be entitled to recover from the losing party its costs, including, but not limited to, costs of collection, reasonable attorney’s fees, and investigative fees.

Assignment; Succession; Third-Party Beneficiaries. Client shall not assign this Agreement or the rights thereto to any other person or entity without the express written consent of the Company. Company may assign or transfer this Agreement without the consent of Client and, after such assignment or transfer, Company shall be released from all obligations under this Agreement occurring after such assignment or transfer. All of the provisions of this Agreement shall apply to, bind and be obligatory upon the heirs, executors, administrators, representatives, successors and assigns of the parties hereto. This Agreement is for the sole benefit of the parties to this Agreement and their respective successors and permitted assigns. Nothing in this Agreement, express or implied, is intended to or shall confer on any other person or entity any legal or equitable right benefit or remedy of any nature whatsoever under or by reason of this Agreement. Notwithstanding the foregoing, any Company Agent is a third-party beneficiary of this Agreement and has the right to enforce the provisions of this Agreement directly against the Client.

Modification of Agreement. No term of this Agreement can be waived or modified except by a writing signed by both parties. If any provision of this Agreement is deemed not to apply, is illegal, or is against public policy, the remainder of the Agreement’s provisions shall retain their full force and effect.

Entire Agreement. This Agreement, including any addenda or schedules specifically incorporated by reference herein, constitutes the entire agreement between Client and Company. This Agreement contains all representations and agreements between Client and Company. Client agrees that Company has not promised Client anything that is not written on the face of this Agreement.

Disclosure Statement. These terms and conditions apply to Projects to which…