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

DC017A Completion April 30, 2023

This Task Assignment authorizes Geosyntec to conduct additional site assessment activities in accordance with the Geosyntec scope of work, cost estimate, and schedule received on 09 June 2022.

Evan Miller 850-245-8928 Contractor Contractor

Contractor Contractor

Contractor Contractor

Contractor

Geosyntec

Geosyntec

Ann Sava 727-330-9956

ERIC_5057

110 North Orlando Avenue Maitland, Florida 32751

Maitland Plaza

✔ $ 40,746.50

$ 40,746.50

Scope of Work

Todd Kafka

Contract Manager

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

Date: 2022.06.13 15:27:25 -04'00'

Jennifer Farrell

Digitally signed by Jennifer Farrell Date: 2022.06.13 13:49:59 -04'00'

N/A

Farrell_JA Inserted Text Fa

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, 3- Submittal of Field deliverable – VOH results table and figure for 5 existing monitoring wells and 1 new well, VOH results tables and figures for soil and soil gas, field sampling forms, lithologic boring log

10/30/2022

Subtask 1, 4, 5- Submittal of Site Assessment Report, GIS data tables, and ADaPT files, IDW manifests; Project Management 01/30/2023

Subtask 2, 3- FDEP receipt and approval of Field deliverable – VOH results table and figure for 5 existing monitoring wells and 1 new well, VOH results tables and figures for soil and soil gas, field sampling forms, lithologic boring log

$ 32,136.68

Subtask 1, 4, 5- FDEP receipt and approval of Site Assessment Report, GIS data tables, and ADaPT files, IDW manifests; Project Management $ 8,609.82

$ 40,746.50

HW683

DC017A

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 Maitland Plaza Maitland, Orange County

ERIC_5057

From: Evan Miller, Project Manager Date: June 10, 2022 Subject: Negotiation Summary

HW683 DC017A

This Task Assignment authorizes Geosyntec to conduct additional site assessment activities.

Subtask 1: Project Management An automatic calculation based upon total direct labor hours determines the labor hours within this subtask.

Subtask 2 –Well Installation and Groundwater Sampling Geosyntec will install one monitoring well at the adjacent property to the east at the approximate location shown on Figure 14 of the SAR to serve as a downgradient monitoring well and potential temporary point of compliance (TPOC). The well will be installed to a depth of approximately 50 feet (ft) below land surface (bls) and will have a 10 ft screened interval from 40 to 50 ft bls and will be completed with an expansion cap and an 8-inch diameter, bolt-down manhole. Following installation, the well will be developed with a submersible pump until the purged water is visibly clear. Following installation and development of the proposed monitoring well, Geosyntec will collect a round of depth-to-water (DTW) measurements at the 24 existing and 1 newly installed wells and sample wells MW- 38, MW-48, GMW- 003, GMW-004, GMW-005, and the newly installed well, GMW-010, for analysis of volatile organic halocarbons (VOHs) by EPA Method 8260B.

Subtask 3 –Vapor Monitoring Point Installations, Soil Sampling, and Modified Active Gas Sampling (MAGS) Testing Vapor Monitoring Point (VMP) Installation: Two (2) VMPs will be installed at the locations shown in Figure 7 to re-test MAGS006S. The VMPs will be installed in nearby locations via hand auger to a maximum depth of 12 to 13 ft bls, if possible, and constructed with approximately 2 to 3 ft of 1-inch diameter Sch. 40 PVC riser and 10 ft of 0.010-inch slotted PVC well screen. Soil samples will be collected for laboratory analysis for VOHs by EPA Method 8260B at intervals 0-0.5 ft, 0.5-2 ft, 2-4 ft, 4- 6 ft, 6 to 8 ft, 8-10 ft, and 12 -14 ft bls. Split samples for SPLP analysis will also be collected and stored at the laboratory pending review of the total VOH results.

MAGS Testing: Based on FDEP’s recommendation and to confirm the previous results, MAGS wells 002S, 003S, 003D, 005S, 005D, 006S and 001D will be re-tested in accordance with the approach outlined in the SAWP. Soil vapor will be monitored with an organic vapor analyzer, and vapor samples will be sent to a fixed-based laboratory for analysis by EPA Method TO-15. Following the completion of MAGS testing, the MAGS wells will be left in place, capped, and covered with a neat cement grout so that they can be converted into soil vapor extraction wells if needed.

MEMORANDUM

Maitland Plaza June 10, 2022 Page Two

Subtask 4 – Investigation Derived Waste 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 five drums of non-hazardous IDW.

We estimate 3 soil and 2 drums of IDW will be generated. One solid IDW sample and one liquid IDW sample will be analyzed for VOHs to establish the IDW profiles for the Site based on the requirements of the lowest cost provider for transportation and disposal (Erwin Remediation, Inc.).

Subtask 5 – Data Evaluation, Management, and Supplemental Site Assessment Report (SSAR) Preparation Geosyntec will prepare a SSAR to document assessment activities and summarize analytical results. This subtask includes costs to generate a SSAR that summarizes the analytical results of the assessment activities outlined above and complies with the requirements of Chapter 62-780.600 FAC. As part of this subtask, Geosyntec will import and tabulate GIS data in the select electronic data deliverable format.

The FDEP Project Manager agrees to the scope of work and final cost associated with this Task Assignment. The final cost for this Task Assignment is $40,746.50 with 216 labor hours.

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

FDEP COST ESTIMATEContractor: Geosyntec Consultants

Date: 6/3/2022

Task #: SubTask 1 Project Management SubTask 6

Site: Maitland Plaza SubTask 2 Well Installation and Groundwater Sampling SubTask 7

Activity/Phase: SubTask 3 VMP Installs, soil sampling, MAGS testing SubTask 8

Project Manager: A. Sava SubTask 4 IDW Management SubTask 9

SubTask 5 Data Evaluation, Management and SSAR Preparation SubTask 10

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

$38.94 Project Manager A. Sava 23 22.6 $68.75 Principal T. Kafka 5 0 3 0 2 0 0 0 0 0 $46.15 Project Professional M. Hensley 10 4 2 0 4 0 0 0 0 0 $38.94 Professional A. Sava 45 8 10 2 25 0 0 0 0 0 $32.21 Senior Staff Professional A. Langteau 10 0 0 0 10 0 0 0 0 0 $33.17 Staff Professional L. Varner 76 36 40 0 0 0 0 0 0 0 $29.33 Staff Professional A. Lamore 47 15 32 0 0 0 0 0 0 0 $27.88 Administrative Assistant A. Acosta 0 0 0 0 0 0 0 0 0 0

Total Hours 216 23 63 87 2 41 0 0 0 0 0

Direct Labor $7,660.36 $881.28 $2,130.19 $2,953.31 $77.88 $1,617.70 $0.00 $0.00 $0.00 $0.00 $0.00

Overhead 172.70% $13,229.45 $1,521.97 $3,678.84 $5,100.37 $134.50 $2,793.77 $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 $20,889.81 $2,403.25 $5,809.03 $8,053.68 $212.38 $4,411.47 $0.00 $0.00 $0.00 $0.00 $0.00

Travel Vehicle Rental $960.00 $600.00 $360.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mileage Costs $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Air Fare $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Per diem + Hotel $1,530.00 $534.00 $996.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Travel $2,490.00 $1,134.00 $1,356.00 $0.00 $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) $3,647.00 $3,647.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Drilling (Non-conventional) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mobile Laboratory $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Surveying $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

IDW $800.00 $0.00 $0.00 $800.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Utilities $700.00 $700.00 $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 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor Subtotal $5,147.00 $4,347.00 $0.00 $800.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Handling Fee $444.70 $364.70 $0.00 $80.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $5,591.70 $4,711.70 $0.00 $880.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Laboratory Analytical Costs $5,541.00 $732.00 $4,809.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fast Turnaround Charges $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Sample Shipping $410.00 $110.00 $300.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Laboratory $5,951.00 $842.00 $5,109.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Field Expenses Personal Protection $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Expendables $240.00 $120.00 $120.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Drilling related) $1,560.00 $325.00 $1,235.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Analytical related) $1,335.00 $1,160.00 $175.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (IDW related) $300.00 $200.00 $100.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Construction supplies) $300.00 $0.00 $300.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Field Expenses $3,735.00 $1,805.00 $1,930.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subtotal $38,657.51 $2,403.25 $14,301.73 $16,448.68 $1,092.38 $4,411.47 $0.00 $0.00 $0.00 $0.00 $0.00 Completion Fee $2,088.99 $240.33 $580.90 $805.37 $21.24 $441.15 $0.00 $0.00 $0.00 $0.00 $0.00

Total Estimated Cost $40,746.50 $2,643.58 $14,882.63 $17,254.05 $1,113.62 $4,852.62 $0.00 $0.00 $0.00 $0.00 $0.00

Cost Estimate Page 1 of 1 Cost Estimate

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Maitland Plaza SUBTASK: Well Installation and Groundwater Sampling

DATE: 6/3/2022

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Project Professional M. Hensley 4

Professional A. Sava 8

Senior Staff Professional .

L. Varner

Staff Professional

A. Lamore 15

TOTAL LABOR 63

VEHICLE TYPE RATE UNIT USAGE

Car $80.00 Day 0 $0.00 Truck 5 vehicle field days $120.00 Day 5 $600.00 Van $120.00 Day 0 $0.00

TOTAL VEHICLE $600.00

PER DIEM STAFF RATE UNIT USAGE

L. Varner M&I $36.00 Day 2 $72.00 A. Lamore M&I $36.00 Day 2 $72.00 L. Varner Hotel in Maitland $130.00 Day 2 $260.00 A. Lamore Hotel in Maitland $130.00 Day 1 $130.00

TOTAL PER DIEM $534.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Drilling (Conventional) Action Environmental off site well installation $3,647.00 $3,647.00

Subtotal $3,647.00 Utilities SiteLines GPR survey - SiteLines $700.00 $700.00

$0.00 $0.00 Subtotal $700.00

TOTAL SUB $4,347.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

VOCs IDW soil $70.00 1 0 $70.00 VOHs GW $73.00 6 0 $438.00 RCRA-8 IDW soil $14.00 1 0 $14.00 TCLP IDW soil - benzene $210.00 1 0 $210.00

Subtotal $732.00 Shipping

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

TOTAL LAB $842.00

EQUIPMENT ITEM RATE COSTING UNIT USAGE TOTALS

Drilling Related

Monitoring Well Installation Kit $325.00 Day 1 $325.00 Subtotal $325.00

Analytical Related Shallow Groundwater Sampling Kit (2 ppl x 2 day) $290.00 Day 4 $1,160.00

Day $0.00 Subtotal $1,160.00

IDW Related GW sampling purge water $100.00 Drum 2 $200.00

Subtotal $200.00 Expendables

1 day well installation, 2 days gauging and sampli $40.00 Day 3 $120.00

$40.00 day $0.00 Subtotal $120.00

TOTAL EQUIPMENT $1,805.00

Produce two GIS figures with groundwater results and elevation data (4 total)

Notification and logistical discussions with property owner (1); EHS planning (1); field preparation & production of field maps (4); evaluation and interpretation of field data (2)

Mobilization round trip 3 times (3 hrs (rd trip) x 3 = 9); Observe utility locate (3 hours); Field event preparation (2 events = 4 hrs); Well installation oversight (10 hrs); Gauge 13 wells (0.25 hr/well = 3 hr); sample 3 wells (1.5 hr/well = 4.5 hrs); instrument calibration (1 hr/day); IDW management (1 hr)

Mobilization round trip (3 hrs); Field event preparation (2 hrs); Gauge 12 wells (0.25 hr/well = 3 hrs); sample 3 wells (1.5 hr/well = 4.5 hrs); instrument calibration (1 hr/day); data tabulation (2 hrs)

6/10/2022 Page 1 of 4 Subtask 2

SUBTASK: VMP Installs, soil sampling, MAGS testing

DATE: 6/3/2022

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal T. Kafka 3

Project Professional M. Hensley 2

Professional A. Sava

Senior Staff Professional L. Varner

Staff Professional J. Adam or A. Lamore

TOTAL LABOR 87

VEHICLE TYPE RATE UNIT USAGE

Truck $120.00 Day 3 $360.00 Van $120.00 Day $0.00

Subtotal $360.00

TOTAL VEHICLE $360.00

PER DIEM STAFF RATE UNIT USAGE

L. Varner 3 days/nights $36.00 Day 3 $108.00 A. Lamore 3 days/nights $36.00 Day 3 $108.00 L. Varner Hotel in Maitland $130.00 Day 3 $390.00 A. Lamore Hotel in Maitland $130.00 Day 3 $390.00

TOTAL PER DIEM $996.00

SUBCONTRACTOR COSTS

TOTAL SUB $0.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

VOHs 8260B Soil (0-14 ft, 7 int x 2 borings) $73.00 14 $1,022.00

Summa Canister $132.00 7 $924.00 Halocarbons 5035 prep $7.00 14 $98.00

TO-15 - GAS $200.00 7 $1,400.00

SPLP VOH +826 (1311 extraction) $45.00 14 $630.00 50% SPLP VOH analysis (8260) $73.00 7 $511.00 Encore samplers $16.00 14 $224.00

Subtotal $4,809.00 Shipping

Large Cooler (25 to 50 lbs) $150.00 2 $300.00 $0.00

Subtotal $300.00

TOTAL LAB $5,109.00

EQUIPMENT ITEM RATE COSTING UNIT USAGE TOTALS

Drilling Related

MAGS Investigation Kit $500.00 Day 2 $1,000.00 Soil Assessment Kit through concrete $235.00 Day 1 $235.00

$235.00 Day 0 $0.00 Subtotal $1,235.00

Analytical Related Field GPS $175.00 Day 1 $175.00

Subtotal $175.00 IDW Related

Drum $100.00 Drum 1 $100.00 Subtotal $100.00

Expendables 3 field days $40.00 Day 3 $120.00

Subtotal $120.00 Other

$300.00 total 1 $300.00 Subtotal $300.00

TOTAL EQUIPMENT $1,930.00

construction kit (MAGs wells supplies)

Data evaluation and interpretation

Produce one GIS figure with MAGS results and radius-of-influence data

Property owner notification and logistical access discussions (1); field preparation, forms, maps (2), EHS planning (1); evaluating and interpreting field data (2); field deliverable with figure and tables (4)

VMPs install: field preparation (2 hr); rd trip mobe (3 hrs); 2 hand auger soil borings with OVA screening and lab sampling (1.5 hr ea = 3 hrs);complete soil borings as VMPs (1.5 hr ea = 3 hrs); MAGS testing: field prep (4 hrs); equip calibration (1 hr/day, 3 hrs); equipment setup (2 hrs); shallow MAGs testing (4 wells x 1.5 hrs = 6 hrs); deep MAGs testing (3 wells x 2 hrs = 6 hrs);

VMPs install: field preparation (2 hr); rd trip mobe (3 hrs); 2 hand auger soil borings with OVA screening and lab sampling (1.5 hr ea = 3 hrs); complete soil borings as VMPs (1.5 hr ea = 3 hrs); field notes, logs, data mgmt (4 hrs); MAGS testing: field prep (4 hrs); equip calibration (1 hr/day, 3 hr); equipment setup (2 hrs); shallow MAGs testing (4 wells x 1.5 hrs = 6 hrs); deep MAGs testing (3 wells x 2 hrs = 6 hrs); MAGs testing data eval and notes (4 hrs)

6/10/2022 Page 2 of 4 Subtask 3

SUBTASK: IDW Management

DATE: 6/3/2022

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Professional A. Sava 2

TOTAL LABOR 2

VEHICLE TYPE RATE UNIT USAGE

TOTAL VEHICLE $0.00

PER DIEM STAFF RATE UNIT USAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

IDW

Erwin Remediation Liquid drums (est) $100.00 3 $300.00 $300.00 solid drums (est) $100.00 5 $500.00 $500.00 Subtotal $800.00

TOTAL SUB $800.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USAGE TOTALS

TOTAL EQUIPMENT $0.00

Profile completion and review/ manifest review/signature

6/10/2022 Page 3 of 4 Subtask 4

SUBTASK: Data Evaluation, Management and SSAR Preparation

DATE: 6/3/2022

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal T. Kafka 2

Project Professional M. Hensley 4 Professional A. Sava 25

Senior Staff Professional A. Langteau 10

Administrative Assistant

TOTAL LABOR 41

VEHICLE TYPE RATE UNIT USAGE

TOTAL VEHICLE $0.00

PER DIEM STAFF RATE UNIT USAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

TOTAL SUB $0.00

LABORATORY COSTS

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USAGE TOTALS

TOTAL EQUIPMENT $0.00

Recommendations and path forward

Preparation of updated figures for soil quality and soil vapor

SSAR Preparation, data compilation, PG certification

GIS tables and database management: 44 data points x 8 min/point = 6 hr. Develop new data base tables (2 hr); run data checker and submittal (2 hr)

6/10/2022 Page 4 of 4 Subtask 5

12802 Tampa Oaks Boulevard Suite 151

Tampa, FL 33637

PH 813-558-0990

FAX 813-558-9726

www.geosyntec.com

Maitland Plaza_ERIC_5057, SARA SOW

9 June 2022

Mr. Evan Miller Florida Department of Environmental Protection 2600 Blair Stone Road Tallahassee, FL 32399-2400

Subject: Supplemental Site Assessment Scope of Work and CEF/LOE Maitland Plaza (ERIC_5057) 110 North Orlando Avenue Maitland, Florida 32751

Dear Mr. Miller:

Geosyntec has prepared this proposed Scope of Work (SOW) and Level of Effort (LOE) for additional site assessment activities for the Maitland Plaza facility, located at 110 N. Orlando Avenue, Maitland, Florida 32751 (ERIC_5057). Geosyntec prepared this SOW/LOE in accordance with HW683 and based on recommendations from Florida Department of Environmental Protection (FDEP) following review of the Site Assessment Report (SAR); these comments focused on addressing data gaps in downgradient groundwater and re-testing of select MAGs wells. Figures 5 & 14 of the SAR with the proposed locations have been revised and attached for reference following our discussion. A description of task breakdown for site assessment field activities and report preparation is provided below.

Subtask 1 – Project Management

Subtask 2 –Well Installation and Groundwater Sampling

Geosyntec obtained competitive bids from drilling, private underground utility locators, and investigative derived waste (IDW) subcontractors to complete site assessment activities. Geosyntec personnel will mobilize to the Site to observe a private underground utility survey. We have assumed the work in subtask 2 can be completed during day-time hours (in contrast to Subtask 3).

Geosyntec will install one monitoring well at the adjacent property to the east at the approximate location shown on Figure 14 of the SAR to serve as a downgradient monitoring well and potential temporary point of compliance (TPOC). The well will be installed to a depth of approximately 50 feet (ft) below land surface (bls) and will have a 10 ft screened interval from 40 to 50 ft bls and will be completed with an expansion cap and an 8-inch diameter, bolt-down manhole. Because the well is offsite and no soil contamination is expected, Geosyntec recommends soil sampling only be performed in the final 15 ft of the boring to verify the well is installed above the Hawthorn Group clay, which is expected at approximately 50 ft in the area of the site. This will save both money and time during the installation. Following installation, the well will be developed with a submersible pump until the purged water is visibly clear. All http://www.geosyntec.com/

20 March 2022 soil cuttings, development water, and decontamination fluids will be placed in 55-gallon steel drums, labeled as IDW, and picked up by a licensed hazardous waste hauler for off-site disposal.

Following installation and development of the proposed monitoring well, Geosyntec will collect a round of depth-to-water (DTW) measurements at the 24 existing and 1 newly installed wells and sample wells MW- 38, MW-48, GMW-003, GMW-004, GMW-005, and the newly installed well, GMW-010, for analysis of volatile organic halocarbons (VOHs) by EPA Method 8260B.

Geosyntec has included costs to generate one figure and table that summarize VOH laboratory analytical results from the monitoring wells.

Subtask 3 –Vapor Monitoring Point Installations, Soil Sampling, and Modified Active Gas Sampling (MAGS) Testing

Vapor Monitoring Point (VMP) Installation: Previously installed MAGS well MAGS006S is located at the southern end of the plaza and was too distant from other MAGS wells to determine a radius of influence during the initial testing. Two (2) VMPs will be installed at the locations shown in Figure 7 to re-test MAGS006S. The VMPs will be installed in nearby locations via hand auger to a maximum depth of 12 to 13 ft bls, if possible, and constructed with approximately 2 to 3 ft of 1-inch diameter Sch. 40 PVC riser and 10 ft of 0.010-inch slotted PVC well screen. Soil samples will be collected for laboratory analysis for VOHs by EPA Method 8260B at intervals 0-0.5 ft, 0.5-2 ft, 2-4 ft, 4-6 ft, 6 to 8 ft, 8-10 ft, and 12 -14 ft bls.

Split samples for SPLP analysis will also be collected and stored at the laboratory pending review of the total VOH results; for cost estimate purposes, we have assumed analysis of the SPLP leachate from 50% of the soil samples collected (7 total).

MAGS Testing: Based on FDEP’s recommendation and to confirm the previous results, MAGS wells 002S, 003S, 003D, 005S, 005D, 006S and 001D will be re-tested in accordance with the approach outlined in the SAWP. Soil vapor will be monitored with an organic vapor analyzer, and vapor samples will be sent to a fixed-based laboratory for analysis by EPA Method TO-15. Because a step test was previously performed at the Site, the MAGS testing will be completed using the flows recorded from the previous event.

Following the completion of MAGS testing, the MAGS wells will be left in place, capped, and covered with a neat cement grout so that they can be converted into soil vapor extraction wells if needed.

Based on previous communications with the Site owner’s representative, Geosyntec anticipates that the MAGS testing will need to be completed after the plaza is closed. We have assumed three nights for installation and re-testing of the MAGS.

Geosyntec has included costs to generate an updated sample location figure and tables summarizing the radius of influence, and VOH laboratory analytical results from soil samples and vapor samples.

Subtask 4 – Investigation Derived Waste 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 five drums of non-hazardous IDW.

Maitland Plaza_ERIC_5057, SARA SOW

We estimate 3 soil and 2 drums of IDW will be generated. One solid IDW sample and one liquid IDW sample will be analyzed for VOHs to establish the IDW profiles for the Site based on the requirements of the lowest cost provider for transportation and disposal (Erwin Remediation, Inc.).

Subtask 5 – Data Evaluation, Management, and Supplemental Site Assessment Report (SSAR) Preparation

Geosyntec will prepare a SSAR to document assessment activities and summarize analytical results. This subtask includes costs to generate a SSAR that summarizes the analytical results of the assessment activities outlined above and complies with the requirements of Chapter 62-780.600 FAC. As part of this subtask, Geosyntec will import and tabulate GIS data in the select electronic data deliverable format.

SUBCONTRACTOR EVALUATION

Geosyntec obtained bids from licensed and qualified drilling, utility locating, and IDW transportation and disposal firms; a cost comparison is provided in Attachment 1 with copies of each of the bids. Geosyntec recommends the following subcontractors based on lowest cost among the qualified bidders:

• Underground utility locating – SiteLines, LLC.

• DPT drilling (soil sampling, monitoring well installation) – Action Environmental provided the overall lowest total cost for the well installation.

• IDW transportation and disposal – Erwin Remediation, Inc.

INVOICE AND DELIVERABLE SCHEDULE

Geosyntec proposes the following deliverables and Period of Performance schedule below. Note, this schedule reflects FDEP review/approval of the proposed LOE by June 30, 2022.

Subtask Deliverable Due Date Invoice Amount

2, 3

Field deliverable – VOH results table and figure for 5 existing monitoring wells and 1 new well, VOH results tables and figures for soil and soil gas, field sampling forms, lithologic boring log

October 30, 2022 $32,136.68

1, 4, & 5 Site Assessment Report, GIS data tables, and ADaPT files, IDW manifests January 30, 2023 $8,609.82

TOTAL $40,746.50

CLOSURE

Please contact us if you have any questions or require additional information.

Sincerely, A. Sava, P.G. 2740 Todd Kafka, P.G. 2338 Geologist Senior Principal Hydrogeologist

Attachment: 1 - Subcontractor Evaluation and Associated Bids

Maitland Plaza Shopping Center

Former Mobil #02-CRC (at least 1964 - 2000) and Current Classic II Inc.

(car dealership) 111 North Orlando Avenue

N o rt h

O rl a n d o

A v e n u e

East Horatio Avenue

Former Utopia Cleaners (1957-1962)

110 N Orlando Avenue, Suite 3 MAGS0004S

MAGS005S

MAGS007S

MAGS008S

MAGS008D

MAGS007D

MAGS003D

MAGS001D

MAGS004D

MAGS002D

MAGS005D

MAGS006D

MAGS003S

MAGS006S

MAGS002S

MAGS001S

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0 40 Feet

³ Maitland Plaza

ERIC_5057

110 N. Orlando Avenue Maitland, FLorida 32789

Modified Active Gas Sampling Data and Radius of Influence

Figure

Tampa, FL April 2021

Notes:

1. µg/m3 indicates micrograms per cubic meter.

2. U or ND indicates analyte not detected above laboratory method detection limit (MDL).

3. Bold text indicates the compound was detected above the laboratory MDL.

4. Locations of existing wells are approximate and based on the Remedial Action Interim Report, GES, August 2017.

5. Site boundary is approximate and from the Florida Department of Revenue.

6. 2019 aerial source: Florida Department of Transportation, Surveying and Mapping Service.

Suite 13 - Former Virginia's Drycleaners/Laundry (1964-1969)

Legend

") Shallow Modified Active Gas Sampling (MAGS) Well

!. Deep MAGS Well

Shallow MAGS Radius of Influence (ROI)

Deep MAGS ROI

Former Drycleaner Site

Site Boundary

Constituent Abbreviation

Tetrachloroethene PCE

Trichloroethene TCE cis -1,2-dichloroethene cDCE trans -1,2-dichloroethene tDCE

Vinyl Chloride VC

Date PCE TCE

9/27/2020 1,710 5.25 U

Date PCE TCE

9/27/2020 2,160 16.8

MAGS001S (2-12)

cDCE, tDCE, VC- all ND

MAGS001D (14-19)

cDCE, tDCE, VC- all ND

Date PCE TCE

9/26/2020 787 2.25 U

Date PCE TCE

9/26/2020 1,170 2.85 U

MAGS002D (14-19)

cDCE, tDCE, VC- all ND

MAGS002S (2-12)

cDCE, tDCE, VC- all ND

Date PCE TCE

9/26/2020 2,350 42.7

Date PCE TCE

9/26/2020 3,110 47.1

MAGS003S (2-12)

cDCE, tDCE, VC- all ND

MAGS003D (14-19)

cDCE, tDCE, VC- all ND

Date PCE TCE

9/26/2020 1,510 4.51 U

Date PCE TCE

9/26/2020 1,870 6.34

MAGS004S (2-12)

cDCE, tDCE, VC- all ND

MAGS004D (14-19)

cDCE, tDCE, VC- all ND

Date PCE TCE

9/27/2020 1,420 46.5

Date PCE TCE

9/27/2020 2,120 84.9

MAGS005D (14-19)

cDCE, tDCE, VC- all ND

MAGS005S (2-12)

cDCE, tDCE, VC- all ND

Date PCE TCE

9/27/2020 1,060 3.22 U

Date PCE TCE

9/27/2020 620 6.99

MAGS006S (3-13)

cDCE, tDCE, VC- all ND

MAGS006D (14-19)

cDCE, tDCE, VC- all ND

Date PCE TCE

2/15/2021 171 2.39 U

Date PCE TCE

2/15/2021 242 4.03

MAGS007S (2-12)

cDCE, tDCE, VC- all ND

MAGS007D (14-19)

cDCE, tDCE, VC- all ND

Date PCE TCE

2/15/2021 191 4.40

Date PCE TCE

2/15/2021 208 19.3

MAGS008D (14-19)

cDCE, tDCE, VC- all ND

MAGS008S (2-12)

cDCE, tDCE, VC- all ND

ASava Oval

ASava Oval

ASava Oval

ASava Typewritten Text Proposed Vapor Monitoring Point (VMP) locations

Suite 13 - Former Virginia's Drycleaners/Laundry (1964-1969)

Former Utopia Cleaners (1957-1962) 110 N Orlando Avenue, Suite 3

Former Mobil #02-CRC (at least 1964 - 2000) and Current Classic II Inc.

(car dealership) 111 North Orlando Avenue

N o rt h

O rl a n d o

A v e n u e

East Horatio Avenue

Current Business Complex 431 East Horatio Avenue Maitland, FL. 32751

Maitland Plaza Shopping Center

GMW-002 40-50

GMW-005 40-50

GMW-007 40-50

GMW-008 40-50

GMW-009 40-50

DW-2 42-47

DW-3 42-47

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0 40 Feet

³

Groundwater Analytical Results from 40 to 50 ft BLS

Figure

Tampa, FL April 2021

Legend

&< Monitoring Well Location (showing screen interval, ft BLS)

Presumed Extent of VOH GCTL Exceedance

Former Drycleaner Site

Site Boundary

Notes:

1. ft BLS indicates feet below land surface.

2. Results are presented in micrograms per liter (µg/L).

3. VOH indicates volatile organic hydrocarbons.

4. Bold text indicates detections above the laboratory MDL.

5. U or ND indicates analyte not detected abover laboratory method detection limit (MDL).

6. Yellow shaded, bold text indicates result is greater than the Florida Department of Environmental

Protection (FDEP) Groundwater Cleanup Target Level per Chapter 62-777 Florida Administrative Code (FAC).

7. NADC indicates FDEP Natural Attenuation Default Concentration

(NADC) per Chapter 62-777 FAC.

8. Historical site features are approximate and based on the Remedial Action Interim Report, GES, August 2017.

9. Site boundary is approximate and from the Florida Department of Revenue.

10. 2019 aerial source: Florida Department of Transportation, Surveying and Mapping Service.

Abbreviation Constituent GCTL NADC

PCE Tetrachloroethene 3 300

TCE Trichloroethene 3 300 cDCE cis -1,2-dichloroethene 70 700 tDCE trans -1,2-dichloroethene 100 1000

VC Vinyl Chloride 1 100

Screnning Criteria

Date

8/21/2020 0.45 U 0.32 U

DW-2 (42-47)

PCE TCE

cDCE, tDCE, VC- all ND

Date

8/21/2020 0.45 U 0.32 U

DW-3 (42-47)

PCE TCE

cDCE, tDCE, VC- all ND

Date

2/15/2021 0.45 U 0.32 U

GMW-002 (40-50)

PCE

cDCE, tDCE, VC- all ND

TCE

Date

2/16/2021 80 1.2

TCE

cDCE, tDCE, VC- all ND

GMW-005 (40-50)

PCE

Date

2/16/2021 0.45 U 0.32 U

GMW-007 (40-50)

PCE TCE

cDCE, tDCE, VC- all ND

Date

2/15/2021 0.45 U 0.32 U cDCE, tDCE, VC- all ND

GMW-008 (40-50)

PCE TCE

Date

2/15/2021 0.45 U 0.32 U cDCE, tDCE, VC- all ND

GMW-009 (40-50)

PCE TCE

Maitland Plaza

ERIC_5057

110 N. Orlando Avenue Maitland, FLorida 32789

Off-Site Well Installation

Company Quote Days

PDS $3,799 1

Action $3,647 1 Custom Drilling

Underground Utility Locate Job Details - geophysical survey for utilities

Company Quote (L/S) Days SiteLines $700 1 GeoTek $750 1

Investigative Derived Waste

Company Per Drum Est. Total Erwin Remediation $100 $500 Clark Environmental ($80/drum soil; $60/water) $560* (UES $185/drum soil;$215/drum water) $985

* includes associated fees (minimum stop, transportation)

Notes:

1) L/S indicates lump sum.

2) Blue highlight indicates the selected subcontractor.

Subcontractor Evaluation Maitland Plaza - Matiland, Florida

FDEP Site ID No. ERIC_5057

Job Details - Transport and disposal - Estimate 5 drums total (3 soil, 2 water)

Job Details - Install (1) 2"x50' MW with 5' of 0.010 screen, no samples, drum cutting, pad and develop

No Quote

March 23, 2022

Geosyntec Consultants

Ann Sava, P.G. | Geologist| Asava@geosyntec.com 19321 U.S. Highway 19 N., Building C, Suite 200 | Clearwater, FL | 33764 M. 727.330.9956 | C. 727.294.3804

Re: Installation of One Monitor Well and Soil Boring in Maitland Florida

Dear Ms. Sava, Action Environmental is pleased to present to you the proposal you requested for the installation of one monitor well in Maitland Florida. Soil samples will be taken at a depth of the 35-50 feet using DPT and Macrocore samplers, in increments of 5 feet. The Monitor well will be installed using

4.25 inch hollow stem augers, to a depth of 50 feet. The well will be 2 inch diameter with 10 feet of .010 slotted screen, have a 20/30 silica sand pack to 2 feet above the screen, 2 feet of sealing sand pack, and then grouted to 3 inches below land surface. The monitor well will be finished with 2x2 concrete pad 8 inch bolt down manhole. The well will be developed until clear. All drill cuttings will be drummed

Scope of work

• Utility Location

• Pre-job safety meeting daily

• Clear each borehole by hand to 5’ bls

• Soil samples will be taken to depth of 35-50 feet using DPT and Macrocore samplers

• Installation of One 50 foot monitor well with hollow stem augers, 2 inches in diameter with 10 feet of .010 slotted screen

• Develop monitor well until clear or for up to 1 hour

• The monitor will be completed with 2x2 concrete pad and 8 inch bolt down manhole

Fee Schedule

Mobilization 1 LS 700.00$ 700.00$ Permits 1 EA 80.00$ 80.00$ Labor 1 Day 1,100.00$ 1,100.00$ Drill Rig 1 Day 725.00$ 725.00$ Monitor Well Materials (screen, casing, caps, sand and grout) 1 EA 390.00$ 390.00$ Well Completion (form, concrete, manhole, etc) 1 EA 92.00$ 92.00$ Other Materials (development, soil samping, etc) 1 LS 300.00$ 300.00$ Drums 5 EA 52.00$ 260.00$

Total 3,647.00$

Assumptions/Conditions

Work is bid for 1 day, work day includes drive time Well will developed for up to 1 hour Drums cannot be moved unless on asphalt or concrete surface, a piece of equipment must be rented at cost to safely move drums if not on those surfaces Drums for drill cuttings and development water Client responsible for site access

Respectfully Submitted

Jonathan Abbott, Drilling Department Manager

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: 5/18/22

Unit Unit Rate Number of Units Extended Price whole day $1,700.00 1 $1,700.00 half day $1,325.00 $0.00 per foot $20.00 50 $1,000.00 each $95.00 $0.00 each $45.00 $0.00 each $20.00 $0.00 per well $125.00 1 $125.00 roundtrip $650.00 1 $650.00 per crew / per night $400.00 $0.00 each $70.00 4 $280.00 each $44.00 1 $44.00

$0.00

$0.00

$0.00

TOTAL QUOTE PRICE $3,799.00

Notes: 1. Includes expendables, tubing, points, liners, caps, plugs, saw cuts, development, standby time, steam cleaning decon, and grouting.

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: ___________________________________Kevin Bonacum, Estimator Date: 5/18/22

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

Well Riser (includes all materials) ID 1" 5' Length

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

Pre-Packed Well Screen (includes all materials) ID 1" 5' Length Pack OD 3.5"

Auger Attachment, 2" Well Install

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

Site Name and Location: Dry Cleaners, Maitland, FL

Consultant Name: Geosyntec Consultants, Inc.

PROPOSED SCOPE OF WORK:

(1) 2" x 50' MW with 5' .010 screen, soil sampling 35'-50', drum cuttings, pad and 8" manhole

Days to Complete Scope of Work: 1

Direct Push Daily Rate 1 - on-site day

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

Other (specify)

Other (specify)

Other (specify)

Permits

DOT Approved 55-gal Drum

Per Diem Mobilization

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

SITE LINES LLC

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

Ms. Ann Sava, PG Geosyntec Consultants, Inc.

19321 US Highway 19 N Building C, Suite 200 Clearwater, FL 33764

March 16, 2022

SITE: Maitland Plaza Site – Maitland, Florida PROPOSAL: 01090p

Dear Ms. Sava:

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

Maitland Plaza Site – 110 N. Orlando Ave, Maitland, FL

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. Designated utilities will also be documented on a field sketch.

The American Public Works Association Uniform Color Codes for the marking of underground utilities will be used.

PROJECT FEE

The fee to complete the project as described within this proposal is: Seven Hundred Dollars [$700.00].

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 the Company agrees to engage, whether such agreement is made via the Company’s online website, by email, by telephone, or in person. Be advised that the terms and conditions are subject to change without notice.

SITE LINES PROPOSAL ACCEPTANCE

SIGNATURE PAGE

Site Lines Proposal Number: 01090p Proposal Date: March 16, 2022

Project Site: Maitland Plaza Site – 110 N. Orlando, Ave, Maitland, FL

Project Fee: $700.00

Payment Terms: [PAYABLE WITHIN 30-DAYS OF INVOICE]

INVOICE TO:

Client: Geosyntec Consultants, Inc.

Address: 19321 US Hwy 19 N, Bldng C, Ste 200, Clearwater, FL 33764 Attention: Ann Sava Phone: 727-330-9956 Email: ASava@Geosyntec.com

Special Instructions:

In witness thereof, the parties hereto have made and executed…