CN-370000-HW683-DC041B.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 bas s, 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.

Funding Information:

Org. CodeOrg. Code

HW683

DC041B November 20, 2024

This Task Assignment authorizes Geosyntec to carry out site assessment activities at

J.T.J. Laundromat in accordance with Geosyntec scope of work, cost estimate and schedule received on 12 January 2024

Sarah Aduwa 850-245-8973 Geosyntec

Blaine Dawson 904-450-4271

ERIC_5346

9784 66th Street North Pinellas park, Pineallas County, Florida 38441

J.T.J Laundromat

$ 113,612.01

$ 113,612.01

Scope of Work

Geosyntec

Todd Kafka

Contract Manager

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

Date: 2024.03.01 09:11:17 -05'00'

Teresa Booeshaghi

Teresa Booeshaghi Digitally signed by Teresa Booeshaghi Date: 2024.03.01 08:55:02 -05'00'

3/1/2024

N/A

Task Assignment Notification/Change Order Deliverables and Invoice Schedule Attachment

WC TAFORM

Contract Number:

Task Assignment #:

Deliverables:

Deliverable Deliverable Due Date

Invoice Schedule:

Requirements for Invoice Submittal Amount to be Invoiced

TOTAL COST

Printed on recycled paper.

FLORIDA DEPARTMENT OF

Environmental Protection

Bob Martinez Center 2600 Blair Stone Road

Tallahassee, FL 32399-2400

Ron DeSantis Governor

Jeanette Nuñez Lt. Governor

Shawn Hamilton Secretary

To: HW683 Contract Negotiation File J.T.J Laundromat Pinellas County, Florida

ERIC_5346

From: Sarah Aduwa, Project Manager Date: January 16, 2024 Subject: Negotiation Summary

HW683_DC041B

This Task Assignment authorizes Geosyntec to conduct site assessment at J.T.J Laundromat site in accordance with the Geosyntec scope of work, cost estimate and schedule received on 12 January 2024

Subtask 1: Project Management An automatic calculation of project management labor based upon 13% of direct labor cost in this proposal and includes fringe, overhead, other directs costs (ODC) and completions fees.

Subtask 2: Multi-Media Sampling and Interior Monitoring Well Installation This includes field prep and preparation for a site health and safety plan. Geosyntec will observe the first phase of site assessment activities on the site these include utility locating (by ProCheck), lithology boring at SB003 will be advanced with DPT drill rig to a depth of 50ft BLS or refusal this data will be used to check groundwater sampling intervals, soil sampling at 16 locations as presented on the FDEP-approved SAWP, Six 2inch diameter schedule 40 polyvinyl chloride MAGS well installation and testing, DPT groundwater sampling at 10 locations (DPT001 to DPT010), one interior monitoring well installation (MW003), exterior and interior mapping of all sample locations.

Subtask 3: Exterior Monitoring Well Installations, Surveying and Groundwater Sampling Geosyntec will install 3 additional exterior water-table monitoring wells (MW001, MW002 and MW004) based on the approved SAWP using the hollow-stem sugar drilling method. A Florida professional land surveyor will survey the newly installed wells. Geosyntec will collect groundwater samples from four site monitoring well and take depth-to-water (DTW) measurements to evaluate flow direction. The deliverables will include the final surveyor report, monitoring well installation field forms and groundwater sampling forms.

Subtask 4: IDW Management 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

MEMORANDUM

J.T.J Laundromat January 16, 2024 Page Two procedure. Geosyntec will review the generation of a waste characterization profile, prepare IDW manifests and coordinate disposal for up to 15 drums of non-hazardous IDW.

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.

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : J.T.J. Laundromat SUBTASK: Multi-Media Sampling and Interior MW Install

DATE: 1/12/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal

T. Kafka 4

Senior Professional B. Dawson

Project Professional M. Hensley 9

Project Professional N. Barnes

Senior Professional S. Wang 10

Staff Professional M. Mohr

TOTAL LABOR 222

VEHICLE TYPE RATE UNIT USEAGE

Truck

Mohr locate x 1 day; Mohr/Barnes MAGS x 2 days $120.00 Day 5 $600.00

Truck Hollingsworth $480.00 Week 1 $480.00

Van Barnes $480.00 Week 1 $480.00

Subtotal $1,560.00

TOTAL VEHICLE $1,560.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Drilling (Conventional)

PDS $17,415.00 $17,415.00

Subtotal $17,415.00

Other

ProCheck $1,100.00 $1,100.00

Subtotal $1,100.00

TOTAL SUB $18,515.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

VOCs - Soil 16 borings x 3 samples/boring $110.00 48 0 $5,280.00

VOCs - GW 10 borings x 5 samples/boring $110.00 50 0 $5,500.00

SPLP Prep SPLP (50% of total samples) $55.00 24 0 $1,320.00

VOCs - SPLP SPLP (50% of total samples) $110.00 24 0 $2,640.00

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

Subtotal $15,940.00

Shipping

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

Subtotal $900.00

TOTAL LAB $16,840.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Drilling Related

Soil Vapor Sampling Kit $290.00 Day 2 $580.00

Soil Sampling Kit (Through Concrete) $940.00 Week 1 $940.00

MW Installation Kit $325.00 Day 1 $325.00

Subtotal $1,845.00

Analytical Related

$33.00 Day 12 $396.00

Encore Samplers $16.00 Each 48 $768.00

Subtotal $1,164.00

Expendables

$40.00 Day 8 $320.00

Subtotal $320.00

Other

GPS $175.00 Day 1 $175.00

Vacuum Gauges $19.00 Day 2 $38.00

Differential Pressure Gauge $18.00 Day 2 $36.00

Regenerative Blower $180.00 Day 2 $360.00

Air Flow Meter $33.00 Day 2 $66.00

Portable Generator $250.00 Day 2 $500.00

Subtotal $1,175.00

TOTAL EQUIPMENT $4,504.00

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)

Property owner and tenant notification (1 hr). Healthy & Safety Plan preparation (2 hr).

Evaluating and interpreting field data (1 hr/day x 5 days = 5 hr). Prepare draft MAGS, DPT groundwater, soil figures (3 hr). MAGS data tables and data evaluation (4 hr). Prepare field deliverable package (3 hr). Prepare for and conduct teleconference with FDEP to discuss soil, MAGS, and DPT groundwater results (2 hr). Prepare email summary of meeting minutes (1 hr).

Preparation of soil, MAGS, and DPT groundwater results figures

Site Assessment: Field preparation (1 hr). Mob/demob (2 hr/day x 5 day = 10 hr). Calibration of instruments (0.5 hr/day x 5 days = 3 hr). Fieldwork oversight: soil, DPT sampling, MAGS well installation, interior MW installation (10 hr x 5 days = 50 hrs). Interior as-built sketch (2 hr). Field GPS of exterior sample locations (4 hr). Prepare field forms documentation (2 hr). MAGS Event: Mob/demob (2 hr/day x 2 day = 4 hr). MAGS equipment setup (0.5 hr/well x 6 wells = 3 hrs). MAGS testing with step test (2 hr/well x 6 wells = 12 hr).

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

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

Site Assessment: Mob/demob (1 hr/day x 5 days = 5 hr). Fieldwork oversight: soil, DPT sampling, MAGS well installation, interior MW installation (10 hr x 5 days = 50 hrs). MAGS Event: Field preparation, including purchasing MAGS supplies and picking up blower (4 hr).

Mob/demob (1 hr/day x 2 days = 2 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)

1/16/2024 Page 3 of 6 Subtask 2

SUBTASK: MW Install, GW Sampling, and Surveying

DATE: 1/12/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal T. Kafka 1

Senior Professional B. Dawson 8

Project Professional M. Hensley 4

Senior Professional S. Wang 5

Staff Professional M. Mohr

TOTAL LABOR 49

VEHICLE TYPE RATE UNIT USEAGE

Truck $120.00 Day 3 $360.00 Subtotal $360.00

TOTAL VEHICLE $360.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Drilling (Conventional) Preferred Drilling Solutions $5,275.00 $5,275.00

Subtotal $5,275.00

Surveying SurvTech $2,360.00 $2,360.00

Subtotal $2,360.00

TOTAL SUB $7,635.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

VOCs $110.00 4 0 $440.00 Subtotal $440.00

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

Subtotal $110.00

TOTAL LAB $550.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Drilling Related Monitoring Well Installation Kit $325.00 Day 1 $325.00

Subtotal $325.00 Analytical Related

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

IDW Related Drum $100.00 Drum 1 $100.00

Subtotal $100.00 Expendables

$40.00 Day 3 $120.00 Subtotal $120.00

TOTAL EQUIPMENT $835.00

Evaluating and interpreting field data

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

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

Prepare monitoring well results figure and GW elevation contour map

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

MW Install: Field preparation (1 hr). Mob/demob (1 hr/day x 1 day = 1 hr). Oversight of monitoring well installations (10 hr/day x 1 day = 10 hr). IDW management (1 hr). Prepare field package (2 hr). GW Sampling: Mob/demob (1 hr/day x 1 day = 1 hr). Instrument calibration (0.5 hr/day x 1 day = 1 hr). Sampling 4 monitoring wells @ 1.5hrs each (6 hr).

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

1/16/2024 Page 4 of 6 Subtask 3

SUBTASK: IDW Management

DATE: 1/12/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Senior Professional

B. Dawson 3

Staff Professional M. Mohr 1

TOTAL LABOR 4

SUBCONTRACTOR COSTS

NAME PURPOSE COST

IDW

Hulls 6 SB/MAGS/DPT GW; 8 MWs; 1 GW (15) $1,650.00 $1,650.00

Subtotal $1,650.00

TOTAL SUB $1,650.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

TCLP VOCs (Soil) $210.00 1 0 $210.00

TCLP Metals (Soil) $135.00 1 0 $135.00

TCLP VOCs (Aqueous) $205.00 1 0 $205.00

TCLP Metals (Aqueous) $130.00 1 0 $130.00

Subtotal $680.00

Shipping

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

Subtotal $110.00

TOTAL LAB $790.00

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

Prepare and sign IDW manifest (1 hr);

IDW sampling (1 hr)

1/16/2024 Page 5 of 6 Subtask 4

SUBTASK: Site Assessment Report

DATE: 1/12/2024

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Principal

T. Kafka 2

Senior Professional

B. Dawson 10

Project Professional

M. Hensley 5

Project Professional

N. Barnes 40

Administrative Assistant

P. Gallagher 2

TOTAL LABOR 59

Report formatting and PDF compilation

Develop recommendations and path forward

SAR preparation with PG Seal

SAR figure preparation (cross sections and MW results)

SAR preparation

1/16/2024 Page 6 of 6 Subtask 5

1200 Riverplace Boulevard, Suite 710 Jacksonville, Florida 32207

PH 904.858.1818

FAX 904.396.1143

www.geosyntec.com

12 January 2024

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

Subject: Scope of Work and Level of Effort � Site Assessment J.T.J. Laundromat

9784 66th Street North Pinellas Park, Pinellas County, Florida 38441

FDEP Site ID No. ERIC_5346

Dear Ms. Aduwa, Geosyntec Consultants, Inc. (Geosyntec) has prepared this Scope of Work and Level of Effort (LOE) for site assessment activities at the J.T.J. Laundromat site (Site) located in Pinellas Park, Florida (ERIC_5346) based on the 28 November 2023 Site Assessment Work Plan (SAWP), approved by FDEP. A description of task breakdown for Site assessment field activities and report preparation is provided below.

SUBCONTRACTOR EVALUATION

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

Underground utility locating � ProCheck Inspections

Soil sampling, MAGS installation, DPT groundwater sampling, and MW installation � Preferred Drilling Solutions (PDS) (7 total field days)

IDW transportation and disposal � Erwin Remediation

SurvTech Solutions, Inc. is recommended for surveying the four (4) monitoring wells. Copies of the bids from each subcontractor are included in Attachment A.

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.

Ms. Sarah Aduwa 12 January 2024

Subtask 1 � Project Management

Blaine Dawson (Jacksonville) will be the Geosyntec Project Manager. His labor hours are directly computed.

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

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 interior monitoring well installation.

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

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

Lithology boring: One soil boring (at SB003 location) will be advanced using a DPT drill rig to a depth of approximately 50-feet below land surface (ft BLS) or refusal, whichever is encountered first, to characterize the Site-specific lithology. This data will be used to assist in the selection of vadose zone soil and DPT groundwater sampling intervals.

Soil Sampling: Soil sampling will be performed at up to 16 locations (SB001 through SB010, and MAGS001 through MAGS006) as presented on Figure 3 in the FDEP-approved SAWP. A concrete core drill will be used to access soil under the building slab (concrete) and driveway/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 16 proposed soil sample locations (48 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.

Soil samples. Supplemental soil samples will be collected from each location and depth interval (via Encore samplers) for analysis of VOCs by the synthetic precipitation leaching procedure (SPLP) should VOC concentrations exceed the leachability-based soil cleanup target levels. For budgetary purposes, it is assumed that approximately half of the proposed soil samples (24) 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

3 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 10-ft of 0.01-in. slotted well screen extending from approximately 1 to 3 ft BLS. A 20/30 grade environmental sand filter pack will be placed from the bottom of the boring to the top of the well screen. The remaining annular space will be grouted to just below the top of casing.

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

During testing, soil vapor will be monitored with an organic vapor analyzer equipped with a photoionization detector (PID) 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 10 locations (DPT001 through DPT010), as shown on Figure 3 of the SAWP.

Groundwater samples will be collected at 4-ft intervals approximately every 10 feet (i.e., 5 to 9 ft BLS, 15 to 19 ft BLS, 25 to 29 ft BLS, 35 to 39 ft BLS, 45 to 49 ft BLS), resulting in 5 samples from 10 locations (50 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 (MW003) will be installed inside the facility adjacent to the former drycleaning machine. MW003 will be installed manually with a hand auger. The monitoring well target depth will be approximately 15 ft BLS and will be constructed of 1-inch diameter PVC, screened between 5 and 15 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 1 day for utility locating and marking the locations of the borings (1 Geosyntec staff), 5 days for drilling oversight, 2 days for MAGS well sampling and testing, and close-out tasks at the Site. 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 three (3) 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, MW002, and MW004 will be installed surrounding the facility using hollow-stem auger 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.

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

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

Subtask 3 activities will be performed by 1 Geosyntec staff member assuming 1 day for drilling oversight, 1 day for surveying oversight, and 1 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 15 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 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 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

4/26/24 $76,855.50

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

6/28/24 $16,738.70

4 Submittal of IDW Manifests 7/26/24 $3,182.74

1, 5 Submittal of Site Assessment Report 9/20/24 $16,835.07

Total $113,612.01

*Assumes TA is approved by 2 February 2024.

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

Sincerely, Blaine Dawson, P.G.

Senior Geologist

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 6 Days 2150 6 Days 2200 6 Days 1975 per diem 6 Days 450 6 Days 450 0 Days 0 mobilization 1 Lump Sum 950 1 Lump Sum 2750 1 Lump Sum 750 materials/footage 1 Lump Sum 2007 1 Lump Sum 3244.5 1 Lump Sum 3665

Permits 1 Each 50 0 Each 0 2 Each 75 drum* 8 Drums 125 8 Drums 100 8 Drums 125

Quantity Unit Rate Quantity Unit Rate Quantity Unit Rate Daily Rate 2 Days 2150 2 Days 2200 1 Days 1850 per diem 2 Days 450 2 Days 450 0 Days 0 mobilization 1 Lump Sum 950 1 Lump Sum 2150 1 Lump Sum 650 materials/footage 1 Lump Sum 1380 1 Lump Sum 1665 1 Lump Sum 1950

Permits 1 Each 50 0 Each 0 1 Each 75 drum* 6 Drums 125 6 Drums 100 6 Drums 125

1 Lump Sum 1 Lump Sum 1 Lump Sum

15 Drum $110 15 Drum $200 4 Drum (S) $210 11 Drum (L) $142

1 Transportation $1,042 1 Recovery Fee $516

1 Lump Sum

Note: The selected subcontractor is highlighted in yellow.

*: Indicates normalized to average bid value

$19,607.00 $22,694.50 $17,415.00

Well Installation

Subcontractor Evaluation: J.T.J. Laundromat, Pinellas Park, Florida

DPT Groundwater Sampling Betts Cascade Preferred

Betts Cascade Preferred

SurvTech Solutions

$8,330.00 $9,715.00 $5,275.00

Hepaco, LLC

$2,360.00

SURVEYING (Professional Service)

PRIVATE UTILITY LOCATORS

ProCheckGeoTek GeoView

$1,650.00 $3,000.00 $3,957.25

$1,500.00 $1,300.00 $1,100.00

IDW DISPOSAL

Erwin Remediation Hulls

Cascade provides management of investigation derived waste. Call us today for information on a full range of additional options to meet your drilling needs.

Signature of Authorized Cascade Representative

Name & Title of Authorized Cascade Representative

Date

Signature of Client/ Owner Authorized Representative

Name & Title of Authorized Representative and Company

Date

This quote is based on information provided by you and is valid for 45 days from the bid date. Your firm is responsible for 1) Obtaining any site specific permits, 2) Locating and clearly marking underground installations or utilities, 3) Furnishing dig Alert numbers at least three working days prior to scheduled start date and proof of private locating services, 4) Obtaining access to site with no overhead wires within 20' of the holes. On-site soil disposal, unless Cascade expressly assumes responsibility in writing. Cascade shall not be responsible for damages to underground improvements not clearly and accurately marked.

If bedrock, cobbles, flowing sands or other adverse or unsafe drilling conditions are encountered, drilling may continue on a time and materials basis or be terminated at the discretion of Cascade. Additional costs may apply if scope is significantly changed. Prices assume standard labor rates and no work hour restrictions. Proposal is subject to final review of terms and conditions.

Cascade will perform the Work as described in this proposal subject to the terms and conditions posted at unless MSA is already establishedhttps://cascade-env.com/resources/other/terms-and-conditions/ between Cascade and Client in which case MSA takes precedence over the aforementioned terms and conditions. By signing this proposal, Client agrees that this proposal together with the terms and conditions referenced above constitute a Subcontract. Client acknowledges that Client has received and agrees with all such documents in the form provided by Cascade. Terms and Conditions are posted and accessible at the website location set forth above.

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: 12/7/23 FAC ID#: ERIC_5346

Unit Unit Rate Number of Units

Extended Price whole day $1,975.00 6 11,850.00$ half day $1,575.00 -$ per foot $25.00 18 450.00$ each $115.00 2 230.00$ each $50.00 -$ each $35.00 1 35.00$ per well $125.00 7 875.00$ roundtrip $750.00 1 750.00$ per crew / per night $550.00 -$ each $70.00 -$ each $125.00 10 1,250.00$ per day $125.00 5 625.00$ each $75.00 2 150.00$ lump sum $350.00 1 350.00$ per day $100.00 6 600.00$ per day $100.00 5 500.00$

TOTAL QUOTE PRICE $17,665.00

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

Project No.:

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

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

Signature and Title of Person Submitting Quote: ___________________________________Austin Bonacum, Estimator Date: 12/7/23

Decon pad, decon all down hole tooling with steam cleaner

PDS to supply concrete core drill w/ 6" bit

97844 66th Street N, Pinellas Park, Pinellas 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

(1) Interior 1" x up to 15' MW with 5' .010 prepacked screen, installed via hand auger to refusal or 15', drum cuttings, pad and 5" manhole

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

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

(6) 2" x 3' MAGs wells with 2' .010 screen, installed via hand auger, drum cuttings, pad and 5" manhole

Site Name and Location: J.T.J. Laundromat

Consultant Name: Geosyntec Consultants

PROPOSED SCOPE OF WORK:

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

Geosyntec to hand auger (6) borings to the water table (estimated at 4'), PDS to convert borings to MAGS wells, drum cuttings, grout and restore grade

Event 1

Days to Complete Scope of Work: 6

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

Steam Cleaner

Decon Pad

Concrete Core Drill with 6" core bit

Refurbished - DOT Approved 55-gal Drum

Per Diem

Mobilization

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

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

New - DOT Approved 55-gal Drum

Permits

This quote is based on information provided by you and is valid for 45 days from the bid date. Your firm is responsible for 1) Obtaining any site specific permits, 2) Locating and clearly marking underground installations or utilities, 3) Furnishing dig Alert numbers at least three working days prior to scheduled start date and proof of private locating services, 4) Obtaining access to site with no overhead wires within 20' of the holes. On-site soil disposal, unless Cascade expressly assumes responsibility in writing. Cascade shall not be responsible for damages to underground improvements not clearly and accurately marked.

Cascade provides management of investigation derived waste. Call us today for information on a full range of additional options to meet your drilling needs.

Signature of Authorized Cascade Representative

Name & Title of Authorized Cascade Representative

Date

Signature of Client/ Owner Authorized Representative

Name & Title of Authorized Representative and Company

Date

If bedrock, cobbles, flowing sands or other adverse or unsafe drilling conditions are encountered, drilling may continue on a time and materials basis or be terminated at the discretion of Cascade. Additional costs may apply if scope is significantly changed. Prices assume standard labor rates and no work hour restrictions. Proposal is subject to final review of terms and conditions.

Cascade will perform the Work as described in this proposal subject to the terms and conditions posted at unless MSA is already establishedhttps://cascade-env.com/resources/other/terms-and-conditions/ between Cascade and Client in which case MSA takes precedence over the aforementioned terms and conditions. By signing this proposal, Client agrees that this proposal together with the terms and conditions referenced above constitute a Subcontract. Client acknowledges that Client has received and agrees with all such documents in the form provided by Cascade. Terms and Conditions are posted and accessible at the website location set forth above.

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: 12/7/23 FAC ID#: ERIC_5346

Unit Unit Rate Number of Units

Extended Price whole day $1,850.00 1 1,850.00$ half day $1,450.00 -$ per foot $25.00 45 1,125.00$ each $115.00 -$ each $50.00 -$ each $35.00 -$ per well $125.00 3 375.00$ roundtrip $650.00 1 650.00$ per crew / per night $550.00 -$ each $70.00 -$ each $125.00 6 750.00$ per day $100.00 -$ each $75.00 1 75.00$ lump sum $350.00 1 350.00$ per day $100.00 1 100.00$ per day $100.00 -$

TOTAL QUOTE PRICE $5,275.00

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

Project No.:

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

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

Signature and Title of Person Submitting Quote: ___________________________________Austin Bonacum, Estimator Date: 12/7/23

97844 66th Street N, Pinellas Park, Pinellas 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

Decon pad, decon all down hole tooling with steam cleaner

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

Site Name and Location: J.T.J. Laundromat

Consultant Name: Geosyntec Consultants

PROPOSED SCOPE OF WORK:

(3) 2" x 15' MW's with 10' .010 screen, soil sampling as needed, drum soil & water, pad and 8" manhole

Event 2

Days to Complete Scope of Work: 1

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 8" core bit

Refurbished - DOT Approved 55-gal Drum

Per Diem

Mobilization

DIRECT PUSH TECHNOLOGY

MISCELLANEOUS

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

New - DOT Approved 55-gal Drum

Permits

GeoTek Services, LLC

05 December 2023

To: Blaine Dawson Geosyntec Consultants 1200 Riverplace Boulevard, Suite 710 Jacksonville, FL 32207

From: GeoTek Services, LLC 4060 Sparrow Hawk Road

Melbourne, FL 32934

RE: Utility Locating Services � J.T.J. Laundromat Site in Pinellas Park, Florida

Mr. Dawson, GeoTek Services is pleased to respond to your request for Utility Locating services at the J.T.J. Laundromat Site located in Pinellas Park, Florida. We will scan up to a (20� x 20�) area around the thirty proposed bore location shown in your PDF drawing with the goal of locating underground utilities. We can only scan the easily accessible open areas for utilities. Note that we cannot scan beneath fixed objects such as landscaping, fencing, buildings, or vehicles. We will scan as close as reasonably possible to fixed objects such as brush, landscaping, debris, etc. Our deliverable will be marking paint and/or flags indicating the location of potential underground utilities. It is the client�s responsibility to protect and preserve all markings.

We will use both Electromagnetic Induction instruments as well as Ground Penetrating Radar (GPR) to detect objects below the surface. Due to the nature of sub-surface detection and the physical laws governing radio wave propagation, some buried objects may not be detectable due to depth, obscuration, or a weak radar signature. GeoTek Services will use industry standard best practices to locate sub-surface objects, however some objects may not be detectable. Geotek Services does not guarantee that all underground objects can be found. GeoTek Services assumes no liability for any damages.

We request access to any as-built site plans of the scan areas prior to rendering services. Our estimate for this project is $1,500.00. No out-of-pocket expenses are expected for this project. This quote is valid for sixty days.

Best Regards, Martin (Bud) Connor GeoTek Services, LLC

4060 Sparrow Hawk Road Melbourne, FL 32934-8525 info@GeoTekServices.com 321.473.7498

Blaine Dawson

From: Mike Wightman <mwightman@geoviewinc.com> Sent: Tuesday, December 5, 2023 6:30 PM To: Blaine Dawson Cc: Steve Scruggs; Chris Taylor; Craig Fusaro Subject: RE: RFQ - Utility Locate Services

Follow Up Flag: Follow up Flag Status: Flagged

CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. If you have any suspicion, please confirm with the sender verbally that this email is authentic. If you suspect fraud, click "Phish Alert Report."

Thanks Blaine, our bid would be $1300, assuming you do not need an AutoCAD figure prepared to document the results.

Appreciate the opportunity and let me know if you need a formal proposal.

Best Regards, MJW

Mike Wightman, P.G President, GeoView O: 727-209-2334 C: 813-690-6667 mwightman@geoviewinc.com

From: Blaine Dawson <BCDawson@Geosyntec.com> Sent: Tuesday, December 5, 2023 4:08 PM Subject: RFQ - Utility Locate Services

Good afternoon, I�m interested in procuring an estimate to locate (EM and GPR) at the J.T.J. Laundromat site located at 9784 66th Street North, Pinellas Park, Florida. The attached figure illustrate the 10 soil boring locations, six (6) MAGS well locations, 10 DPT groundwater sampling locations, and four (4) monitoring well locations for utility locating [30 total locations]. We will need a maximum of a 20�x20� grid around each location to make sure we have enough room to install the borings and wells. Site assessment work is scheduled to begin in February 2024. If possible, I�d appreciate your bids back by COB Friday, 8 December 2023. Let me know if you have any questions.

Thank you, Blaine Dawson, PG (FL,TN) Senior Geologist

1200 Riverplace Boulevard Suite 710 Jacksonville, FL 32207 Phone: 904-450-4271 Mobile: 509-433-1195 www.Geosyntec.com

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

Jonathan H. Fish | (904) 710-7290 Jonathan.Fish@ProCheckInspections.net • www.procheck-inspections.net

Headquarters: P.O. Box 125 Macclenny, FL. 32063 EIN #: 87-2187749

Date: 04/03/2023 To: Geosyntec Attn: Blaine Dawson Project: Pinellas Park, FL – Utility Locate/Soil Borings

ProCheck Inspections appreciates the opportunity to provide this proposal. Feel free to contact me at any time if you have any questions, or if you need additional information.

SCOPE OF WORK

We understand the scope to be to search for underground utilities as identified by the customer within multiple areas prior to clearing for soil boring and monitoring well locations. We will attempt to trace any utilities for which there are structures visible from the work area, and mark said utilities with paint and flags where possible. The client will be responsible for providing drawings or notify ProCheck Inspections of any utilities known to be entering the work area for which there are no apparent surface features or structures that are visible from the work area. The areas should be laid out, marked, and cleared of obstructions prior to our arrival. Considerations were given to the fact that there are 6 different locations that vary in size and potential complexity of the associated locate for each. It is our assessment that two to three of the areas have a much higher potential for being more congested thus taking longer to conduct the locates. We’re estimating that the amount of time needed to complete the desired tasks will range from 4-5 hours.

EQUIPMENT

350 MHz Hyperstacking GPR Antenna. The antenna is mounted in a stroller frame which rolls over the surface. The surface needs to be reasonably smooth and unobstructed in order to obtain readable scans. Obstructions such as curbs, landscaping, standing water, and vegetation will limit the feasibility of GPR. The data is displayed on a screen and marked in the field in real time. GPR works by sending pulses of energy into a material and recording the strength and the time required for the return of the reflected signal. Reflections are produced when the energy pulses enter a material with different electrical properties from the material it left. The strength of the reflection is determined by the contrast in signal speed between the two materials. The total depth achieved can be as much as 8’ or more with this antenna but can vary widely depending on the conductivity of the materials. The patented hyperstacking antenna can improve depth penetration and resolution when compared with a traditional GPR antenna.

Electromagnetic Pipe Locator. The EM locator can detect the electromagnetic fields from live power or radio frequency signals. It can also be used in conjunction with a transmitter to connect directly to accessible, metallic pipes, risers, or tracer wires. A current is sent through the pipe or tracer wire at a specific frequency and the resulting EM field can then be detected by the receiver. The receiver is moved over the surface without contacting the ground, so it is not affected by terrain. Depths provided should always be treated as estimates as their accuracy can be affected by multiple factors. Depths achieved can be as much as 20’ depending on the type of signal being traced or methods used.

Jonathan H. Fish | (904) 710-7290 Jonathan.Fish@ProCheckInspections.net • www.procheck-inspections.net

Headquarters: P.O. Box 125 Macclenny, FL. 32063 EIN #: 87-2187749

PROJECT COSTS

SERVICE SCOPE PRICE

SCANNING/FIELD MARKINGS Paint and Flags (unless otherwise specified).

$1100

MOBILIZATION Included

TOTAL *$1100

OPTIONAL SERVICES (INITIAL IF DESIRED)

SEWER CAMERA Trace accessible cleanouts and storm drains and provide a copy of video.

Initial ____ $400

GPS/GOOGLE EARTH MAP $75 for 1-2 hrs. then a flat $150 thereafter. Initial ____ $150 FORMAL WRITTEN REPORT Basic report of findings + photos + example

GPR data.

Initial ____ $300

REPORT WITH GPS Report with findings collected by GPS overlaid in Google Earth.

Initial ____ $375

CAD DRAWING Findings added as a layer to existing CAD dwg or to an aerial image background.

Initial ____ $550

*This price assumes that we will be given access to perform the work during normal weekday business hours (7am-5pm). As-builts and any other applicable drawings should be made available to ProCheck Inspections prior to the project. A thorough utility search can only be completed if ProCheck Inspections is given access to all utility structures. This service is never a replacement for the use of the state One Call system (811). All ProCheck Inspections personnel have OSHA-10 safety training. Site-specific safety training is not included in this quote. Please notify us if this project requires additional safety training. Fees associated with specific safety trainings will be added at time of invoicing if not made known prior to quotation.

TERMS & CONDITIONS

1. ProCheck Inspections provides Ground Penetrating Radar (GPR) services in underground applications, including assisting in location services in accordance with ASCE Standard 38-02, Quality Level “B”. GPR is a great tool for detecting objects underground, however, site restrictions and environmental conditions can limit the accuracy and effective depth of GPR. For underground scanning, depth is completely dependent on the composition of soils in the area being surveyed. Customer fully understands that for every foot in depth penetration with the GPR equipment, the pipe/utility must be at least 1” in diameter to be located. For example, at 4 feet in depth, the pipe/utility must be 4” or larger to be detected. Some types of pipes are very difficult to locate, such as clay or concrete pipes, transite piping, and empty PVC type pipes. Given these factors, ProCheck Inspections CANNOT guarantee it will be able to locate ALL utilities on site.

2. Our goal is to provide you with the best answers possible to your questions regarding what lies below the surface, and where it is located. Customer acknowledges that they understand the fact that our answers are based upon the quality of the data retrieved and what ProCheck Inspections believes lies below the surface. The decision to proceed with boring or excavations of any manner, type, or method, it under the sole discretion of the customer and customer assumes full liability for aforementioned processes.

3. ProCheck Inspections will not accept liability for an inaccurate interpretation or any other reason, and customer agrees to release and indemnify ProCheck Inspections and its owners and agents from all losses and damages from all alleged negligence and/or contract claims by customer or any third party. These terms and conditions supersede any other previous terms and conditions either oral or written.

4. Payment is due upon receipt of invoice unless otherwise specified in writing.

5. If for some reason ProCheck Inspections arrives on site and the work is cancelled without prior notification, there will be a charge of

$300.00.

ACCEPTED AND AGREED:

Billing Company Name: Geosyntec

Billing Address: 900 Broken Sound Pkwy Ste 200 | Boca Raton, FL 33487

Company Phone/Email: PO#: Job#:__Pinellas Park, Florida

Print Name: Blaine Dawson Signature: Date:

Proposal No. : 23-AK0303

Date : 3/3/2023

PROPOSAL & SHORT FORM AGREEMENT FOR WASTE DISPOSAL SERVICES

Additional Terms:

Drums must be labeled, securely closed and free of leaks.

All Services subject to a minimum charge of $195 Standby to be charged at an additional $145/hr Water treatment loads containing equal to or greater than 2% solids will be assessed a solids surcharge of

$0.68/gallon, applies to the solids portion of the load only.

Payment Terms: [NET 30 Days] In addition to the charges above, Customer shall reimburse Water Recovery for any tariff, permit or approval fees, tax surcharges or sales, or use or any other applicable fees related to the performance of the Services.

Proposal is based upon accuracy of information provided by Customer; any changes to the waste stream data or site conditions may result in additional…