CN-370000-HW683-DC052A.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

DC052A Completion March 31, 2026

This Task Assignment authorizes Geosyntec to conduct Site Assessment activities at Vogue Cleaners site in accordance with Geosyntec scope of work, cost estimate and schedule received on June 11, 2025.

Sarah Aduwa 850-245-8973 Contractor Geosyntec Contractor

Contractor Melissa Shook Contractor 321-914-9394

ERIC 5510

200 Magnolia Street New Smyrna Beach, Volusia County, Florida 32168

Vogue Cleaners

Contractor Contractor

✔ $ 106,173.94

$ 106,173.94

Scope of Work

Geosyntec Contractor Todd Kafka

Contract Manager

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

Date: 2025.06.13 14:59:09 -04'00' Tim Bahr Digitally signed by Tim Bahr

Date: 2025.06.13 12:01:45 -04'00'

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

Subtask 2 - Field deliverable for utility locate, soil sampling, MAGS, and DPT groundwater sampling with summary figures and tables 08/30/2025

Subtask 3 - Field deliverable for monitoring well installation and groundwater sampling and final surveyor report 11/27/2025

Subtask 4 - Submittal of IDW Manifests 12/26/2025

Subtask 1, 5 - Submittal of Site Assessment Report, PM 01/30/2026

Subtask 2 - FDEP approval of field deliverable for utility locate, soil sampling, MAGS, and DPT groundwater sampling with summary figures and tables $ 62,758.92

Subtask 3 - FDEP approval of field deliverable for monitoring well installation and groundwater sampling and final surveyor report $ 26,411.29

Subtask 4 - FDEP review and approval of IDW Manifests $ 3,274.73

Subtask 1, 5 - Submittal and FDEP approval of Site Assessment Report $ 13,729.00

$ 106,173.94

HW683

DC052A

Printed on recycled paper.

FFLORIDAA DEPARTMENTT OF

EEnvironmentall Protection

Bob Martinez Center 2600 Blair Stone Road

Tallahassee, FL 32399-2400

Ronn DeSantis Governor

Jeanette Nuñez Lt. Governor

Shawnn Hamilton Secretary

To:

From:

Date:

HW683 Contract Negotiation File Vogue Cleaners New Smyrna Beach, Volusia County, Florida

ERIC_5510

, Project Manager

Subject: Negotiation Summary

HW683_DC052A

This Task Assignment authorizes Geosyntec to conduct Site Assessment activities at Vogue Cleaners site in accordance with Geo scope of work, cost estimate and schedule received on June , 20 .

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, Geo 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 with labor hours.

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LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Vogue Cleaners SUBTASK 2: Multi-Media Sampling and Interior MW Install

DATE: 6/6/2025

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal T. Kafka 4

Senior Staff Professional M. Shook

Project Professional M. Hensley 9

Senior Professional S. Wang 10

Staff Professional M. Mohr

TOTAL LABOR 202

VEHICLE TYPE RATE UNIT USEAGE

Truck Mohr $480.00 Week 1 $480.00 Truck Mohr $120.00 Day 1 Truck Shook $480.00 Week 1 $480.00 Truck Shook $120.00 Day 2 $240.00

Subtotal $1,200.00

TOTAL VEHICLE $1,200.00

PER DIEM STAFF RATE UNIT USEAGE

M. Mohr Hotel $120.00 Day 6 $720.00 M. Mohr M&IE $36.00 Day 6 $216.00

TOTAL PER DIEM $936.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Equipment Procurement ACME Barricades 1 day of MOT $2,280.00 $2,280.00

$0.00 $0.00 Subtotal $2,280.00

Drilling (Conventional) EDS DPT sampling, lithological borings, MAGs install $10,291.00 $10,291.00

Subtotal $10,291.00 Other GeoTek Utility Locate $1,500.00 $1,500.00

Subtotal $1,500.00

TOTAL SUB $14,071.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

VOCs - Soil 15 borings x 3 samples/boring $110.00 45 0 $4,950.00 VOCs - GW 7 borings x 3 samples/boring $110.00 21 0 $2,310.00 SPLP Prep SPLP (50% of total samples) $55.00 23 0 $1,265.00 VOCs - SPLP SPLP (50% of total samples) $110.00 23 0 $2,530.00 TO-15 - GAS 6 Vapor Samples $200.00 6 0 $1,200.00

Subtotal $12,255.00 Shipping

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

TOTAL LAB $13,155.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Drilling Related

Soil Vapor Sampling Kit $290.00 Day 2 $580.00 Soil Assessment Kit $175.00 Day 4 $700.00 MW Installation Kit (interior MW-1) $325.00 Day 1 $325.00

Subtotal $1,605.00 Analytical Related

Groundwater Sampling Kit $290.00 Day 0 $0.00

$33.00 Day 12 $396.00 Encore Samplers $16.00 Each 45 $720.00

Subtotal $1,116.00 IDW Related

Drum (included in EDS quote) $100.00 Drum 0 $0.00 Subtotal $0.00

Expendables 7 days $40.00 Day 7 $280.00

Subtotal $280.00

Other GPS $175.00 Day 2 $350.00 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 (15 KW) $250.00 Day 2 $500.00

Subtotal $1,350.00

TOTAL EQUIPMENT $4,351.00

Air Sampling Summa Canister (6 canisters x 2 days each)

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

Pre-Field Activities: Property owner and tenant notification (1 hr). Healthy & Safety Plan and task hazard analysis preparation (3 hr). TOTAL=4 hrs

Utility Locating (1 day): Mark borings, oversee utility locate, and suvey utilities (8 hr).

Site Assessment (4 days):Mobe/Demobe (2 hr/day x 4 days= 8 hr) Field preparation (1 hr).

Calibration of instruments (0.5 hr/day x 4 days = 2 hr). Fieldwork oversight: soil, DPT sampling, MAGS well installation, interior MW installation (10 hr x 4 days = 40 hrs). Interior as-built sketch (2 hr). Field GPS of exterior sample locations (4 hr). Prepare field forms documentation (2 hr). TOTAL=59 hrs

MAGS Event (2 days): Mobe/Demobe (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). Evaluating and interpreting field data (1 hr/day x 5 days = 5 hr). TOTAL=24 hrs

Field Deliverable: 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). Prepare email summary of meeting minutes (1 hr). TOTAL=13 hrs

Preparation of soil, MAGS, and DPT groundwater results figures

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

Mobe/Demobe: 10 hrs Site Assessment (4 days): Fieldwork oversight: soil, DPT sampling, MAGS well installation, interior MW installation (10 hr x 4 days = 40 hrs). TOTAL = 40 hrs MAGS Event (2 days): Field preparation, including purchasing MAGS supplies and picking up blower (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). IDW management (1 hr). Sample management (1 hr). Compile field notes (1 hr) TOTAL = 22 hrs

6/12/2025 Page 3 of 6 Subtask 2

SUBTASK 3: MW Install, GW Sampling, and Surveying

DATE: 6/6/2025

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal T. Kafka 3

Senior Staff Professional M. Shook

Project Professional M. Hensley 4

Senior Professional S. Wang 5

TOTAL LABOR 65

VEHICLE TYPE RATE UNIT USEAGE

Truck M. Shook $480.00 Week 1 $480.00 Subtotal $480.00

TOTAL VEHICLE $480.00

PER DIEM STAFF RATE UNIT USEAGE

Hotel $120.00 Day 0 $0.00 M&IE $36.00 Day 0 $0.00

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Equipment Procurement ACME Barricades 1 day of MOT $2,280.00 $2,280.00

$0.00 $0.00 Subtotal $2,280.00

Drilling (Conventional) EDS Install MWs $7,154.00 $7,154.00

$0.00 $0.00 Subtotal $7,154.00

Drilling (Non-Conventional) $0.00 $0.00 $0.00 $0.00

Subtotal $0.00

Mobile Laboratory $0.00 $0.00

Subtotal $0.00

Surveying SurvTech Survey MWs $3,190.00 $3,190.00

Subtotal $3,190.00

TOTAL SUB $12,624.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

VOCs - GW MW Samples (7) $110.00 7 0 $770.00 VOCs - Soil $110.00 0 0 $0.00

Subtotal $770.00 Shipping

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

TOTAL LAB $880.00

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 2 $580.00

Subtotal $580.00 IDW Related

Drum (included in EDS quote) $100.00 Drum 0 $0.00 Subtotal $0.00

Expendables Expendables $40.00 Day 4 $160.00

Subtotal $160.00

TOTAL EQUIPMENT $1,390.00

Evaluating and interpreting field data

Property owner and tenant notification (1 hr).

MW Install (2 days): Field preparation (1 hr). Oversight of monitoring well installations (10 hr/day x 2 day = 20 hr). IDW management (1 hr). Prepare field package (2 hr). TOTAL=24 hrs GW Sampling (2 days): Mobe/Demobe (2 hrs x 2 days = 4 hrs) Instrument calibration (0.5 hr/day x 2 day = 1 hr). Sampling 7 monitoring wells @ 1.5hrs each (11 hr). IDW management (1 hr). Sample management (1 hr). Compile field notes (1 hr). TOTAL=19 hrs MW Survey (1 day): Mobe/Demobe (2 hrs x 1 days = 2 hrs) Oversee monitoring well survey (3 hr). Prepare field deliverable package (3 hr). Monitoring well results draft figure generation (1 hr). TOTAL=9 hrs

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)

6/12/2025 Page 4 of 6 Subtask 3

SUBTASK 4: IDW Management

DATE: 6/6/2025

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Senior Staff Professional M. Shook 4

TOTAL LABOR 4

SUBCONTRACTOR COSTS

NAME PURPOSE COST

IDW

Erwin Remediation T&D of IDW $1,635.00 $1,635.00

Subtotal $1,635.00

TOTAL SUB $1,635.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

TCLP VOCs (Soil) $210.00 2 0 $420.00 TCLP Metals (Soil) $135.00 0 0 $0.00 TCLP VOCs (Aqueous) $205.00 2 0 $410.00 TCLP Metals (Aqueous) $130.00 0 0 $0.00

Subtotal $830.00 Shipping

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

TOTAL LAB $940.00

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

Prepare and sign IDW manifest (1 hr); IDW Sampling (1 hr). Oversee IDW pickup

6/12/2025 Page 5 of 6 Subtask 4

SUBTASK 5: Site Assessment Report

DATE: 6/6/2025

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal T. Kafka 2

Project Professional M. Hensley 5

Senior Staff Professional M. Shook 45

Administrative Assistant P. Gallagher 2

TOTAL LABOR 54

Report formatting and PDF compilation

Develop recommendations and path forward, sign and seal.

SAR figure preparation (cross sections and MW results)

SAR preparation

6/12/2025 Page 6 of 6 Subtask 5

6770 South Washington Ave., Suite 3 Titusville, FL 32780

PH 321.747.1909

www.geosyntec.com

June 12, 2025

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 Vogue Cleaners 200 Magnolia Street New Smyrna Beach, Volusia County, Florida 32186 FDEP Site ID No. ERIC_5510

Dear Ms. Aduwa, Geosyntec Consultants, Inc. (Geosyntec) has prepared this Scope of Work and Level of Effort (LOE) for site assessment activities at the Vogue Cleaners site (Site) located in New Smyrna Beach, Florida (ERIC_5510) based on the May 10, 2024 Site Assessment Work Plan (SAWP), submitted to FDEP. A description of task breakdown for Site assessment field activities and report preparation is provided below.

SUBCONTRACTOR EVALUATION

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

Underground utility locating – GeoTek

Soil sampling, MAGS installation, DPT groundwater sampling, and MW installation – Environmental Drilling Service (EDS) (6 total field days)

IDW transportation and disposal – Erwin Remediation

SurvTech Solutions, Inc. is recommended for surveying the seven (7) monitoring wells.

ACME Barricades is recommended for performing maintenance of traffic setup and tear down for two total days.

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

Ms. Sarah Aduwa 12 June 2025

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

Subtask 1 – Project Management

Melissa Shook (Titusville) will be the Geosyntec Project Manager. Her labor hours are directly computed.

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

Subtask 2 includes labor for field preparation and preparation of a Site Health and Safety Plan.

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 monitoring well installation.

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

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

Maintenance of Traffic: A licensed maintenance of traffic (MOT) professional will perform a road closure along a small section of Downing Street prior to the advancement of SB005, SB008, DPT005, and DPT004, DPT002. The MOT will be removed after the soil borings and DPT sampling has been completed. Geosyntec assumes that one day of road closure will be required.

Lithology boring: Two soil borings (at LSB001 and LSB002 locations) will be advanced using a DPT drill rig to a depth of approximately 50 feet below the land surface (ft BLS) or refusal, whichever is encountered first to characterize the Site-specific lithology. Since a soil boring can not be completed in the interior of the building (due to ceiling height), two lithological borings are proposed at either end of the building. Geosyntec will utilize the data collected from the two soil borings to infer the lithological conditions beneath the building. 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 15 locations (SB001 through SB009 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 parking lot (asphalt). Based on an assumed depth-to-water (DTW) of 4 ft BLS, a minimum of three soil samples 0-0.5 ft BLS, 0.5-2 ft BLS, and 2-4 feet below land surface [ft BLS] or water table) will be collected from each of the 15 proposed soil sample locations (45 samples total). 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. Supplemental soil samples will be collected from each location and depth interval (via Encore samplers) for analysis of VOCs by the synthetic precipitation leaching procedure (SPLP) should VOC concentrations exceed the leachability-based soil cleanup target levels. For budgetary purposes, it is assumed that approximately half of the proposed soil samples (23) 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 approximately

4.5 ft BLS (or 1 ft above the static water level if the depth to groundwater differs from our estimate). Each MAGS well will be installed with 1-ft of riser and 3.5-ft of 0.01-in. slotted well screen extending from approximately 1 to 4.5 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. The vacuum will be monitored at adjacent MAGS wells at approximate 15-minute intervals, as practical, during MAGS testing. After the completion of the study, the MAGS wells will be left in place, capped, and covered with a flush-mount manhole so that they may be converted into soil vapor extraction wells and resampled as necessary in the future.

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

DPT groundwater sampling: Geosyntec personnel will observe the collection of DPT groundwater samples at up to 7 locations (DPT001 through DPT007), as shown on Figure 3 of the SAWP.

Groundwater samples will be collected at 4-ft intervals approximately every 10 feet (i.e., 6 to 10 ft BLS, 16 to 20 ft BLS, 26 to 30 ft BLS), resulting in 3 samples from 7 locations (21 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 facility adjacent to the former drycleaning machine. MW001 will be installed manually with a hand auger. The monitoring well target depth will be approximately 8 ft BLS and will be constructed of 1-inch diameter PVC, screened between 3 and 8 ft BLS. A pre-pack screen will be used for hand auger installations.

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

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 one day for utility locating and marking the locations of the borings (1 Geosyntec staff), four days for drilling oversight, two days for MAGS well sampling and testing, and close-out tasks at the Site.

Geosyntec has assumed 10 hours on-Site per day.

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. We have assumed the existing utility survey will be sufficient for siting the proposed monitoring well locations; however, should the spray paint be worn away or if there is any uncertainty in utility locations relative to drilling locations, Geosyntec will submit a WCD or TACO to FDEP for focused utility locating at the drilling locations.

Water-table monitoring wells MW001 through MW005, and MW007 will be installed surrounding the facility using DPT drilling method. The wells will be constructed of 2-in. diameter Schedule 40 PVC pipe with 10 ft of 0.010-in. slotted well screen, filter pack consisting of 20/30 silica sand, and at least a 0.5-ft thick, fine sand (30/65 silica sand) seal. The remaining annular space will be grouted to land surface with Portland Cement Type I/II, and monitoring wells will be completed at the surface with a flush-mount 8-in. manhole and a locking monitoring well cap.

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

Maintenance of Traffic: A licensed MOT professional will perform a road closure along a small section of Downing Street prior to the installation of MW004, MW005, and MW006, assuming monitoring wells will be required in these locations. The road closure will be removed after the completion of monitoring well installation activities. Geosyntec has assumed one day of road closure will be required.

Monitoring Well Survey: This subtask includes the cost of a Florida professional land surveyor to survey the seven (7) newly installed monitoring wells. Geosyntec's cost to oversee the survey has also been included.

Groundwater sampling: Geosyntec personnel will collect groundwater samples from the seven (7) 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).

Subtask 3 activities will be performed by 1 Geosyntec staff member, assuming two days for drilling oversight, one day for surveying oversight, and one day for well sampling, IDW sampling, and close-out tasks at the Site. Geosyntec has assumed 10 hours per day.

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. These data will be provided to FDEP for evaluation. The deliverable will include the final surveyor report, monitoring well installation field forms, and groundwater sampling forms.

Subtask 4 – IDW Management

IDW Sampling: The IDW will be sampled prior to profiling. One composite liquid and one composite soil sample will be collected and analyzed for VOCs and metals using the Toxic

Characteristic Leaching Procedure. Geosyntec will review the generation of a waste characterization profile as well as the preparation of IDW manifests. Geosyntec will coordinate disposal arrangements for up to 11 drums of assumed non-hazardous IDW.

Analytical costs are included to establish the soil and groundwater profiles required by the selected waste hauler. We have assumed that field oversight of the drum pickup is not necessary.

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 anticipated figures:

USGS Site Topographic Map

Potable Well Survey

Site Layout

Site Utility Map

Lithologic Cross Section (1 transect)

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

Summary of DPT Groundwater Sampling Analytical Results

Summary of Groundwater Elevations

Summary of Monitoring Well Analytical Results

Deliverable and Invoicing Schedule:

Subtask Deliverable Deliverable Due Date*

Invoice Amount

Field deliverable for utility locate, soil sampling, MAGS, and DPT groundwater sampling with summary figures and tables

8/30/25 $62,758.92

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

110/27/25 $26,411.29

4 Submittal of IDW Manifests 12/26/25 $3,274.73

1, 5 Submittal of Site Assessment Report 1/30/26 $13,729.00

TA End Date 3/30/2026

Total $106,173.94 *Assumes TA is approved by June 27, 2025

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, Melissa Shook, E.I.

Professional Engineer

Todd K. Kafka, P.G.

Sr. Principal Hydrogeologist

Attachments A – Subcontractor Cost Evaluation and Quotes

ATTACHMENT A

SUBCONTRACTOR COST

EVALUATION AND QUOTES

Quantity Unit Rate Quantity Unit Rate Quantity Unit Rate Daily Rate 4 Days 1850 4 Days 1750 4 Days 2100 per diem 0 Days 450 3 Days 300 3 Days 575 mobilization 1 Lump Sum 1000 1 Lump Sum 600 1 Lump Sum 950 materials/footage 1 Lump Sum 1631 1 Lump Sum 2936 1 Lump Sum 3850

Permits 1 Each 50 1 Each 50 1 Each 75 drum* 3 Drums 70 5 Drums 65 5 Drums 75

Quantity Unit Rate Quantity Unit Rate Quantity Unit Rate Daily Rate* 2 Days 1850 2 Days 1750 2 Days 2100 per diem 0 Days 450 0 Days -- 1 Days 575 mobilization 1 Lump Sum 1000 1 Lump Sum 800 1 Lump Sum 950 materials/footage 1 Lump Sum 1454 1 Lump Sum 2295 1 Lump Sum 2490 Permits 6 Each 50 6 Each 50 6 Each 75 drum* 10 Drums 70 6 Drums 65 6 Drums 75

1 Lump Sum 1 Lump Sum 1 Lump Sum

5 Drum (Liquid) $125 5 Drum (Liquid) $200 5 Drum (Liquid) $125 6 Drum (Solid) $110 6 Drum (Solid) $200 6 Drum (Solid) $125 1 Profile $350

1 Lump Sum

1 Lump Sum No Response No Response

Note: The selected subcontractor is highlighted in yellow.

*: Indicates normalized to average bid value

ACME Barricades

$2,280.00

Bob's Barricades

NA

MAINTENANCE OF TRAFFIC

RoadSafe

NA

$3,190.00

SURVEYING (Professional Service)

PRIVATE UTILITY LOCATORS

Precision GPRGeoTek GRPS

$1,635.00 $2,200.00 $1,375.00

$1,500.00 $2,200.00 $2,000.00

IDW DISPOSAL #1

Erwin Remediation Hulls

EDS Drill Pro Preferred

SurvTech Solutions

$7,154.00 $7,285.00 $9,115.00

WRI

$10,291.00 $11,811.00 $15,375.00

Well Installation

Subcontractor Evaluation: Vogue Cleaners New Smyrna Beach, Florida

DPT Groundwater Sampling EDS Drill Pro Preferred

Sonic Auger DPT Injection Well Abandonment

DATE: 5/7/2024

ESTIMATE #: 524011

PROJECT DESCRIPTION:

ID QTY Unit Rate TOTAL

1 1 each 600.00$ 600.00$

2 3 night 300.00$ 900.00$

3 DPT Rig and Crew 4 day 1,750.00$ 7,000.00$

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 21 each 12.00$ 252.00$

7 Backfill w/Concrete Patch (Indoor Work) 6 each 10.00$ 60.00$

8 Grout Borings w/Concrete Patch (Outdoor Work) 9 each 15.00$ 135.00$

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

10 Materials: 1" PVC Well Installation 8 each 5.00$ 40.00$

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

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

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

14 55 gallon drums: (Soil) (Estimated) 2 each 65.00$ 130.00$

15 55 gallon drums: (Sampling Water/Decon) (Estimated) 2 each 65.00$ 130.00$

16 1 each 350.00$ 350.00$

17 1 each 50.00$ 50.00$

Completion: 4 Days Subtotal 11,746.00$

TTodd Hodgson

Todd Hodgson TOTAL 11,746.00$ Partner

(6) Hand Auger Borings to 4' with Soil Grabs at 0-0.5', 0.5-2' and 2-4'. (10' high Ceiling- 5 of 6 Wells Indoors)

Concrete Coring Machine and Generator (Indoor Work)

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 8' MW w/5' of .010 Prepack Screen, w/5" BD Completion w/Donut Pad. (Indoor)

(6) 2" x 4.5' MAGS Well w/2' of .010 Screen, w/5" BD Completion w/Donut Pad. (Indoor)

DPT Soil/GW Sampling w/MAGS and MW Installation

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"

(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"

(2) Litho Borings to ~50' w/ Continuous Macrocore to Depth. Lab Sample at 0-0.5'-4'. 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.

Permits: (Volusia County- MW Only)

(7) DPT Borings to ~30' w/GW Sampling at 3 Intervals (6-10', 16-20' and 26-30'. Grout Borehole w/Concrete Cap (All Location in Concrete)

6770 South Washington Avenue, Suite 3

CLIENT

New Smyrna Beach, Florida

PROJECT

Geosyntec Consultants

Titusville, Florida 32780

Vogue Cleaners- Mobilization 1 200 Magnolia Street

Melissa Shook, EI

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

Sonic Auger DPT Injection Well Abandonment

DATE: 5/7/2024

ESTIMATE #: 524012

PROJECT DESCRIPTION:

ID QTY Unit Rate TOTAL

1 1 each 800.00$ 800.00$

2 night 300.00$ -$

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

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

4 Materials: 1" PVC Well Installation 70 each 5.00$ 350.00$

5 Materials: 1" x 5' PVC .010 Prepack Screen, 3" Exp Point 6 each 95.00$ 570.00$

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

7 Donut Concrete Pad w/ 8" BD Completion (in Concrete) 6 each 150.00$ 900.00$

8 Well Development (up to 1/2 hour with pump) 6 each 50.00$ 300.00$

9 55 gallon drums: (Soil) (Estimated) 1 each 65.00$ 65.00$

10 55 gallon drums: (Development Water/Decon) (Estimated) 1 each 65.00$ 65.00$

11 7 each 50.00$ 350.00$

Completion: 1 Long Day Subtotal 5,325.00$

TTodd Hodgson

Todd Hodgson TOTAL 5,325.00$ Partner

6770 South Washington Avenue, Suite 3

CLIENT

New Smyrna Beach, Florida

PROJECT

Geosyntec Consultants

Titusville, Florida 32780

Vogue Cleaners- Mobilization 2 200 Magnolia Street

Melissa Shook, EI

DPT Well Installation

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"

(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"

(5) 1" x 8' MW w/5' of .010 Prepack Screen, w/8" BD Manhole w/2' x 2' Concrete Pad Completion. No Soil Sampling

Permits: (Volusia County- MW Only)

(1) 1" x 30' PVC MW w/10' of .010 Prepack Screen, w/8" BD Manhole w/2' x 2' Concrete Pad Completion. No Soil Sampling All Locations in Outdoor Concrete Parking Lot

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

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.

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: 5/29/25 FAC ID#: ERIC_5510

Unit Unit Rate Number of Units Extended Price whole day $2,100.00 4 8,400.00$ half day $1,600.00 -$ per foot $25.00 27 675.00$ each $115.00 1 115.00$ each $50.00 -$ each $35.00 1 35.00$ per well $150.00 7 1,050.00$ roundtrip $950.00 1 950.00$ per crew / per night $575.00 3 1,725.00$ each $75.00 8 600.00$ per day $150.00 4 600.00$ each $75.00 1 75.00$ lump sum $350.00 1 350.00$ per day $100.00 4 400.00$ per day $100.00 4 400.00$

TOTAL QUOTE PRICE $15,375.00

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: RRose Hood , Rose Hood Estimating & Scheduling Manager Date: 5/29/25

Days to Complete Scope of Work: 4

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

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

Site Name and Location: Vogue Cleaners

Consultant Name: Geosyntec Consultants

PROPOSED SCOPE OF WORK:

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

(6) Hand auger borings to 4', drum cuttings, grout and restore grade

Event 1

(7) DPT borings to 30' (or refusal), grab groundwater sampling at up to (3) intervals per boring, drum soil & water, grout and restore grade

Decon pad, decon all down hole tooling with steam cleaner

PDS to supply concrete core drill w/ 6" bit

200 Magnolia Street, New Smyrna Beach, Volusia 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 4.5' 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

(1) 1" x 8' MW with 5' .010 prepacked screen, installed via hand auger, drum cuttings, pad and 5" manhole

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: 5/29/25 FAC ID#: ERIC_5510

Unit Unit Rate Number of Units Extended Price whole day $2,100.00 2 4,200.00$ half day $1,600.00 -$ per foot $25.00 -$ each $115.00 6 690.00$ each $50.00 -$ each $35.00 10 350.00$ per well $150.00 6 900.00$ roundtrip $950.00 1 950.00$ per crew / per night $575.00 1 575.00$ each $75.00 6 450.00$ per day $150.00 -$ each $75.00 6 450.00$ lump sum $350.00 1 350.00$ per day $100.00 2 200.00$ per day $100.00 -$

TOTAL QUOTE PRICE $9,115.00

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: RRose Hood , Rose Hood Estimating & Scheduling Manager Date: 5/29/25

Days to Complete Scope of Work: 2

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

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: Vogue Cleaners

Consultant Name: Geosyntec Consultants

PROPOSED SCOPE OF WORK:

(5) 1" x 8' MW's with 5' .010 prepacked 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 30' MW with 5' .010 prepacked screen, installed via DPT with 3.25" rods, drum cuttings, pad and 8" manhole

200 Magnolia Street, New Smyrna Beach, Volusia 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

ACME BARRICADES LC

ORLANDO OFFICE

508 CLIFTON ST

ORLANDO, FLORIDA 32808

407-253-4337

DATE: 5/14/24 BID DATE:

PROJECT: 200 Magnolia Street COUNTY:

Geosyntec Consultants, Inc. CONST DAYS

ITEMS UNITS QUANTITY PRICE TOTAL

102-60 WORK ZONE SIGNS- ON STANDS ED PER PLAN

102-74-2 BARRICADES(TEMP)(TYPE 3) ED PER PLAN

MOB FEE (INCLUDES ABOVE EQUIPMENT) EA 1 1,250.00$ 1,250.00$

MOT SUPERVISOR ONSITE- 5 HOUR MINIMUM HR 8 85.00$ 680.00$

NON SEALED MOT PLAN EA 1 350.00$ 350.00$

PLUS ANY APPLICABLE SALES TAX TOTAL 2,280.00$

*Contractor is responsible for compensating Acme Barricades, LC for any damage resulting to attenuators (TEMP CRASH CUSHIONS) at cost of repair parts plus 20%, notwithstanding any paid when / if paid clauses.

*Post mounted signg rental under 200 days shall have a $55.00 per sign installation fee.

*This proposal excludes rumble strips.

*There will will be charge of $35.00 per message board message change after the intitial message is programmed.

* Price excludes bond

* Reasonable notice is required prior to delivery of MOT devices *Attenuator (TEMP CRASH CUSHIONS) price excludes asphalt or concrete pad or any site preparation or Staking or Pinning of barrier wall.

*Price for Item 102-74-1 excludes LCD's (Longitudinal Channelizing Devices)

* This quotation shall be part of any future contract for work quoted above

* Contractor is responsible for coring asphalt and/or concrete if required for work zone signage.

*Prices do not include wall mounting of work zone signs.

*Post mounting of signs will be for the beginning of the project as defined by the plans, and if required thereafter, as ordered and at locations specified by Contractor.

* Contractor is responsible for covering and /or uncovering signs. Acme will supply covers if required.

*Acme Barricades LC shall not perform or be deemed as the "Worksite Traffic Supervisor"( FDOT Spec 103.2 and 105.3) without the express written consent of Acme Barricades, to otherwise perform in such capacity

* Prices do not include and labor for lane closures, detours traffic switches or setups unless noted above.

We appreciate your business and good luck in your bidding.

Sincerely, Russell Gellhause OUR SERVICE IS # 1

PRICING IS CONSIDERED CONFIDENTIAL

SurvTech Solutions, Inc.

10220 U.S. Highway 92 East Phone: 813-621-4929 Tampa, Florida 33610 Fax: 813-621-7194 Web: www.survtechsolutions.com Email: Sales@survtechsolutions.com

Thursday, June 5th, 2025

Melissa Shook GeoSyntec Consultants 6770 South Washington Ave, Suite 3 Titusville, FL 32780

RE: Proposal for Services for Vogue Cleaners Monitoring Wells located at 200 Magnolia St, New Smyrna Beach, FL, 32168-7126; Folio No.: N/A; Estimate No.: 240837; Project No.: N/A

Dear Melissa;

SurvTech Solutions, Inc. is pleased to submit the following information for your consideration in selecting a firm to perform the necessary services, as noted above. We feel that you will find SurvTech Solutions, Inc. is well qualified to accomplish all services set forth in the request for proposal. Our outstanding staff of professional, technical, and support personnel has extensive and varied qualifications.

The lump-sum cost for the project will be $3,190.00, with an estimated time frame of 28 days from notice to proceed. Please see attached scope of work for a detailed breakdown of costs and services. If a quicker schedule is needed, please contact us, and we will try to accommodate your schedule.

If this proposal is acceptable, please sign the attached contract and send it to SurvTech Solutions via fax, email, or U.S. Mail. SurvTech cannot start said project without having a signed contract in place. If your firm wishes to use its own in-house contract or purchase order, then please forward them to SurvTech for review and signatures. SurvTech Solutions, Inc. appreciates this opportunity to submit this proposal for services. We look forward to serving GeoSyntec Consultants on this project.

Respectfully submitted, SurvTech Solutions, Inc.

Florida Licensed Business No. 7340

Matthew S. Brooks PSM, LS, PLS V.P. of Contracts Management

Tampa, Florida 33610 Fax: 813-621-7194 Web: www.survtechsolutions.com Email: Sales@survtechsolutions.com

PROPOSAL 240837

Monitoring Wells Survey

See Scope of Services Below

$3,190.00

TOTAL $3,190.00

Scope of Services

Standards of Practice:

1. All Surveying and Mapping will be performed per “The Florida Standards of Practice for Surveying and Mapping” and signed and sealed by a Florida Licensed Surveyor and Mapper.

Geodesy & Datums

1. Survey project data will be on the following coordinate system(s) and datum(s):

Horizontal datum (x, y; easting, northing)

SPC NAD1983, Florida East zone state plane coordinates

Vertical datum (z; elevation)

NAVD 1988 benchmark (North American Vertical Datum of 1988)

2. Units for the project shall be:

U.S. Survey Feet

Establish Elevations and State Plane Coordinates on Monitoring Wells

1. SurvTech will recover known horizontal and vertical control stations from governmental agencies, such as:

a. National Geodetic Survey (NGS).

b. Department of Transportation (DOT).

c. County Agency.

d. City Agency.

e. Water Management Districts.

f. Department of Environmental Protection (FDEP).

2. Horizontally locate 7 monitoring wells to an accuracy of +/- 0.1 feet, utilizing RTK (real-time kinematic) GPS and/or conventional surveying instruments.

3. Elevate 7 monitoring wells to an accuracy of +/- 0.01 feet, utilizing closed-loop differential leveling.

Survey Deliverables

Tampa, Florida…