CN-370000-HW557-DC052B.pdf

DEP CONTRACT NO.

Task Assignment #: Module #: Grant #:

Contractor Name:

Contractor Representative:

DEP Contract Manager: Phone #:

DEP Site #:

Site Name:

Address(Street, City, County):

Phase:

Task Description [use additional pages if necessary]:

The Deliverable and Invoice Schedule is attached.

Final Deliverables:

Final Deliverable Due Date:

TASK ASSIGNMENT TYPE AND NOT TO EXCEED AMOUNTS:

FIXED FEE

RETAINAGE:

TOTAL TASK ASSIGNMENT VALUE: $0.00

DEP Task Manager:

DEP Contract Manager:

Contractual Authority:

Contractor Representative:

CC: Procurement Section (MS 93) Section Representative ________

TASK ASSIGNMENT NOTIFICATION FORM

COST PLUS FIXED FEE

COST REIMBURSEMENT

FIXED PRICE FEE SCHEDULE

Period of Performance:

Execution of Task Assignment through:

DEP will review the deliverables to verify that they meet the specifications of this contract and task description. DEP’s Contract Manager shall notify the Contractor of any deficiencies in the deliverable(s) and shall give the Contractor reasonable opportunity to correct noted deficiencies and provide a revised deliverable(s).

WCP TAFORM 01_18

HW557

D000 N/ADC052B

Arcadis U.S., Inc.

William Vogelsong

(850) 245-8705Theresa C. Pepe

ERIC_5362

Bacon's Drive-In Cleaners

21 N 7th St., Haines City, Polk County

Assessment

Arcadis will complete a Site Assessment according to the approved Work Plan.

Site Assessment Report/IDW manifests

02/26/2021

03/26/2021

$ 82,851.06 $ 0.00 $ 0.00 $ 0.00

$ 0.00

Theresa C Pepe Digitally signed by Theresa C Pepe Date: 2020.10.01 17:06:28 -04'00'

Theresa C Pepe Digitally signed by Theresa C Pepe Date: 2020.10.01 17:06:42 -04'00'

Digitally signed by Jennifer Farrell Date: 2020.10.02 09:35:09 -04'00'

Gus Suarez, P.E. Digitally signed by Gus Suarez, P.E.

Date: 2020.10.02 13:10:43 -04'00'

$ 82,851.06

Task Assignment Notification/Change Order Deliverables and Invoice Schedule Attachment

Contract Number: HW557 Task Assignment #: DC052B

Deliverables:

Deliverable Deliverable Due Date

Completion of Fieldwork Activities 31-Dec-20

Site Assessment Report/IDW manifests 26-Feb-21

Invoice Schedule:

Requirements for Invoice Submittal Amount to be Invoiced

FDEP approval of Fieldwork Activities $70,729.22

FDEP approval of Site Assessment Report/IDW manifests/Project Management $12,121.84

TOTAL COST $82,851.06

BWC TAFORM 01/18

Florida Department of Memorandum Environmental Protection

“Protect, Conserve and Manage Florida’s Environment and Natural Resources”

Printed on recycled paper.

TO: Negotiation File Bacon’s Drive-In Cleaners Facility ID No. 53-9500573; ERIC_5362 Haines City, Polk County

FROM: Theresa C. Pepe, Project Manager

DATE: October 1, 2020

SUBJECT: Task Assignment DC052B (HW557)

This Task Assignment is for the Site Assessment at the former Bacon’s Drive-In Cleaners site.

The fieldwork will be completed in approximately seven days and a Site Assessment Report (SAR) will be submitted as the final deliverable. All work will be performed in accordance with the approved work plan.

The final task assignment total is $82,851.06. Arcadis may invoice according to the attached schedule.

Specific negotiated subtasks are as follows:

Subtask 1: Project Management Project Management is automatically calculated as a percentage of total labor.

Subtask 2: Site Assessment This subtask provides funds for soil, vapor and groundwater screening and monitor well installation at the facility. The site is a petroleum solvent site so a mobile lab is not recommended since mobile labs typically cannot analyze all potential contaminants of concern.

FDEP’s geologist approved sampling locations and the overall approach to the assessment presented in the August 2020 updated Work Plan.

Blood Hound will provide a GPR survey & sewer camera video based on their low bid of three bids solicited.

Preferred Drilling Solutions was selected as the drilling subcontractor for DPT work and monitor well installation based on their low bid of three bids solicited.

Subtask 3: Site Assessment Report (SAR) All activities and analytical results obtained during site assessment work will be submitted to FDEP as a written report. This report will include appropriate figures, graphs, data tables, etc.

Additionally, Arcadis will provide electronic deliverables in the approved FDEP format. IDW manifests will also be provided to FDEP as part of the final deliverable.

FDEP COST ESTIMATE

Contractor: Arcadis U.S., Inc.

Date: 3/10/2020

Task #: DC052B SubTask 1 Project Management

Site: Bacons Cleaners and Laundry Service SubTask 2 Soil & GW Assessment

Activity/Phase: Assessment SubTask 3 Site Assessment Report

Project Manager: Bill Vogelsong SubTask 4

SubTask 5

Totals 1 2 3 4 5

Labor Rate Category Staff Member

$81.47 Project Manager Vogelsong, William (WDV) 14 14.1

$81.47 Principal Scientist Vogelsong, William (WDV) 3 1 2 0 0

$59.89 Principal Scientist Burke, Brian (BRB) 20 3 17 0 0

$59.46 Principal Engineer Perella, John (JFP) 4 0 4 0 0

$39.34 Staff Engineer Hanna, Chad (CMH) 18 18 0 0 0

$27.60 Scientist Brooks, Eric (EAB) 114 86 28 0 0

$26.45 Scientist Brutscher, Katherine (KEB) 0 0 0 0 0

$32.59 Technician Welch, David (DJW) 86 86 0 0 0$27.46 Technician Dankerl, David (DJD) 0 0 0 0 0

$39.67 Drafter/Designer Oliva, Brian (BO) 12 0 12 0 0$30.08 Drafter/Designer Richards, Jim (JR) 0 0 0 0 0

$35.00 Document Technician Ballheim, Debra (DJB) 0 0 0 0 0

$25.74 Document Technician Embras, Susan (SRE) 14 2 12 0 0

$0.00 0 0 0 0 0

Total Hours 285 14 196 75 0 0

Direct Labor $10,320.42 $1,146.71 $6,197.08 $2,976.63 $0.00 $0.00

Overhead 57.95% $8,201.31 $911.25 $4,924.63 $2,365.43 $0.00 $0.00

Gen & Admin 21.29% $4,759.11 $528.79 $2,857.69 $1,372.63 $0.00 $0.00

Fringe 37.13% $3,831.97 $425.77 $2,300.98 $1,105.22 $0.00 $0.00

Total Labor $27,112.81 $3,012.52 $16,280.38 $7,819.91 $0.00 $0.00

Other Direct Costs $516.02 $57.34 $309.85 $148.83 $0.00 $0.00

Travel

Vehicle Rental $614.00 $614.00 $0.00 $0.00 $0.00

Mileage Costs $0.00 $0.00 $0.00 $0.00 $0.00

Per diem + Hotel $0.00 $0.00 $0.00 $0.00 $0.00

Total Travel $614.00 $614.00 $0.00 $0.00 $0.00

Subcontractor (Equipment Procurement)

$0.00 $0.00 $0.00 $0.00 $0.00

$0.00 $0.00 $0.00 $0.00 $0.00

$0.00 $0.00 $0.00 $0.00 $0.00

$0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor Subtotal $0.00 $0.00 $0.00 $0.00 $0.00

Procurement Fee $0.00 $0.00 $0.00 $0.00 $0.00

Total Subcontractor Cost $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor (Services Procurement)

PDS Drilling (Conventional) $5,100.00 $5,100.00 $0.00 $0.00 $0.00

PDS Drilling (Non-conventional) $10,790.00 $10,790.00 $0.00 $0.00 $0.00

Mobile Laboratory $0.00 $0.00 $0.00 $0.00 $0.00

Surveying $0.00 $0.00 $0.00 $0.00 $0.00

Clark Env IDW $3,900.00 $3,900.00 $0.00 $0.00 $0.00

Utilities $0.00 $0.00 $0.00 $0.00 $0.00

BloodHound Utility Locate / GPR Survey $1,260.00 $1,260.00 $0.00 $0.00 $0.00

$0.00 $0.00 $0.00 $0.00 $0.00

$0.00 $0.00 $0.00 $0.00 $0.00

$0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor Subtotal $21,050.00 $21,050.00 $0.00 $0.00 $0.00

Handling Fee $2,105.00 $2,105.00 $0.00 $0.00 $0.00

Total Subcontractor Cost $23,155.00 $23,155.00 $0.00 $0.00 $0.00

Laboratory

Xenco Analytical Costs $24,654.00 $24,654.00 $0.00 $0.00 $0.00

Fast Turnaround Charges $0.00 $0.00 $0.00 $0.00 $0.00

Sample Shipping $416.00 $416.00 $0.00 $0.00 $0.00

Total Laboratory $25,070.00 $25,070.00 $0.00 $0.00 $0.00

Field Expenses

Personal Protection $0.00 $0.00 $0.00 $0.00 $0.00

Expendables $227.50 $227.50 $0.00 $0.00 $0.00

Equipment (Drilling related) $361.65 $361.65 $0.00 $0.00 $0.00

Equipment (Analytical related) $1,041.80 $1,041.80 $0.00 $0.00 $0.00

Equipment (IDW related) $0.00 $0.00 $0.00 $0.00 $0.00

Equipment (Other - MAGS, recon) $2,041.00 $2,041.00 $0.00 $0.00 $0.00

Total Field Expenses $3,671.95 $3,671.95 $0.00 $0.00 $0.00

Subtotal $80,139.78 $3,069.86 $69,101.18 $7,968.74 $0.00 $0.00

Completion Fee $2,711.28 $301.25 $1,628.04 $781.99 $0.00 $0.00

Total Estimated Cost $82,851.06 $3,371.11 $70,729.22 $8,750.73 $0.00 $0.00

REV: 02/03 CEF ARCADIS Page 1

SITE: Bacons Cleaners and Laundry Service

SUBTASK 2: Soil & GW Assessment

DATE: 3/10/20

LABOR

Category/Staff Work Description Hours

Pre-drill tasks, soil and GW assessment activities Principal - WDV FDEP & Property Owner Communications, Team Coordination 1

Senior - BRB Field Coordination and Support, FDEP and Subcontractor Communications 3

Project - CMH Field Prep(4), mob (2 hrs), MAGs Testing field / tech support (12) 18

Scientist - EAB Prep (2 hr), Mob/Demob (2 x 7 = 14 hr), GPR and soil borings (3 days), MW install and sample (4 days) = (70 hr) 86

Technician - DJW Prep (2 hr), Mob/Demob (2 x 7 = 14 hr), Soil borings, MAGs install and testing, survey (7 days x 10 hrs = 70 hr) 86

Project Assistant - SRE sample tracking 2

TOTAL LABOR: 196

TRAVEL

Vehicle Type Rate Unit Usage Totals

Automobile $68.00 Per Day 0 $0.00

Van/Truck $97.00 Per Day 2 $194.00

Van/Truck $420.00 Per Week 1 $420.00

Total Vehicle: $614.00

Meals Category/Staff Rate Unit Usage Totals

$36.00 Per Day 0 $0.00

$36.00 Per Day 0 $0.00

Hotel Category/Staff Rate Unit Usage Totals

$90.00 Per Day 0 $0.00

$90.00 Per Day 0 $0.00

Total Meal/Hotel: $0.00

TOTAL TRAVEL: $614.00

SUBCONTRACTOR COSTS

Equipment Procurement Name Equipment Rate Units Usage Totals

0 $0.00

Total Equip.: $0.00

Services Procurement Name Purpose Rate Units Usage Totals

PDS Direct-push services $5,100.00 Lump Sum 1 $5,100.00 PDS Drilling services (MWs) $10,790.00 Lump Sum 1 $10,790.00

Clarke IDW $150.00 Drum 26 $3,900.00

BloodHound Utility Locate / GPR Survey/Sewer Video $1,260.00 Lump Sum 1 $1,260.00NAME OF COMPANY Utilities -Telemetry $0.00 Per Month 0 $0.00

Total Services: $21,050.00

TOTAL SUB: $21,050.00

LABORATORY COSTS

Analytical Costs Parameter Method Media Rate Turn Around Total Samples Totals

VOC 8260 Aqueous $60.00 1.00 4 $240.00

TRPH FL PRO Aqueous $74.00 1.00 4 $296.00

SVOCs 8270 Aqueous $92.00 1.00 4 $368.00

VOC 8260 Soil/Sediment $135.00 1.00 50 $6,750.00

TRPH FL PRO Soil $84.00 1.00 50 $4,200.00

SVOCs 8270 Soil/Sediment $220.00 1.00 50 $11,000.00

VOCs TO-15 Vapor $200.00 1.00 9 $1,800.00

TAT 24-hr=100% (2.0) 3-day=50% (1.5) 1-week=15% (1.15) Total Lab: $24,654.00

Rate Units Usage Shipping - Large (25 to 50 lbs.) --- --- $104.00 Per Cooler 4 $416.00

Shipping - Small (0 to 25 lbs.) --- --- $63.00 Per cooler 0 $0.00

Total Shipping: $416.00

TOTAL LAB: $25,070.00

FIELD EXPENSES

Personal Protection Item Rate Unit Usage Totals

Total PPE: $0.00

Equipment Item Rate Unit Usage Totals

Expendables Miscellaneous Expendables $32.50 Per Day 7 $227.50

Total Expendables: $227.50

Equipment Items Survey Station transit/rod/level/tape $41.75 Per Day 1 $41.75Portable Compressor $48.50 Per Day 0 $0.00

Tubing, Poly/HDPE $0.25 Per Foot 200 $50.00 Tubing, Silicon 3/16x3/8 $2.00 Per Foot 4 $8.00

PID (ppbRae) $87.30 Per Day 3 $261.9055-gallon Drum $58.20 Each 0 $0.00 eWe MAGS equipment $1,750.00 Lump sum 1 $1,750.00

Total Equipment Items: $2,111.65

Equipment KitsSite Reconnaissance Kit $81.48 Day 0 $0.00 Monitor Well Installation Kit $184.30 Day 3 $552.90

Deep Groundwater Sampling Kit $349.20 Day 1 $349.20Shallow Groundwater / Soil Vapor Screening Kit $232.80 Day 0 $0.00

Soil Assessment Kit $139.70 Day 1 $139.70Soil Vapor Sampling Kit $213.40 Day 0 $0.00

Construction/O&M/Pilot Test Kit $291.00 Day 1 $291.00

Total Equipment Kits: $1,332.80

TOTAL EQUIPMENT: $3,444.45

SITE: Bacons Cleaners and Laundry Service

SUBTASK 3: Site Assessment Report

DATE: 3/10/20

LABOR

Category/Staff Work Description Hours

(Subtask Title) Principal -WDV PG review/certification of draft/final SAR; communication of results/risk-based mngt options with FDEP 2

Principal Engineer - JP PE review of SAR; remedial characterization data/preliminary remedial options evaluation 4

Principal Sci - BRB SAR review, technical input (8 hrs); SAR figures/graphs generation (2 hrs); SAR tables (2 hrs); IDW mgmt (5 hrs) 17

Staff Sci - EAB SAR writing (16 hrs); SAR figures/graphs generation (6 hrs); SAR tables (6 hrs) 28

Designer - Database Mgr - BO SAR figures/graphs generation (8 hrs); data mgmt, import to CAD (4 hrs) 12

Project Assistant - SRE Process field notes, sample tracking, database entry, report assembly, reprt submittal 12

TOTAL LABOR: 75

TRAVEL

Vehicle Type Rate Unit Usage Totals

Automobile $68.00 Per Day 0 $0.00

Van/Truck $97.00 Per Day 0 $0.00

Van/Truck $420.00 Per Week 0 $0.00

Total Vehicle: $0.00

Meals Category/Staff Rate Unit Usage Totals

$36.00 Per Day 0 $0.00

$36.00 Per Day 0 $0.00

Hotel Category/Staff Rate Unit Usage Totals

$90.00 Per Day 0 $0.00

$90.00 Per Day 0 $0.00

Total Meal/Hotel: $0.00

TOTAL TRAVEL: $0.00

SUBCONTRACTOR COSTS

Equipment Procurement Name Equipment Rate Units Usage Totals

0 $0.00

Total Equip.: $0.00

Services Procurement Name Purpose Rate Units Usage TotalsNAME OF COMPANY Direct-push services $0.00 Unit pricing 0 $0.00

Total Services: $0.00

TOTAL SUB: $0.00

LABORATORY COSTS

Analytical Costs Parameter Method Media Rate Turn Around Total Samples Totals

TAT 24-hr=100% (2.0) 3-day=50% (1.5) 1-week=15% (1.15) Total Lab: $0.00

Rate Units Usage Shipping - Large (25 to 50 lbs.) --- --- $104.00 Per Cooler 0 $0.00

Shipping - Small (0 to 25 lbs.) --- --- $63.00 Per cooler 0 $0.00

Total Shipping: $0.00

TOTAL LAB: $0.00

FIELD EXPENSES

Personal Protection Item Rate Unit Usage TotalsPPE Level D $28.00 Per Man Day 0 $0.00PPE Level C $110.00 Per Man Day 0 $0.00

Total PPE: $0.00

Equipment Item Rate Unit Usage Totals

Expendables Miscellaneous Expendables $32.50 Per Day 0 $0.00

Total Expendables: $0.00 Equipment Items

Total Equipment Items: $0.00

Equipment KitsSite Reconnaissance Kit $81.48 Day 0 $0.00

Total Equipment Kits: $0.00

TOTAL EQUIPMENT: $0.00

Initial Site Assessment Work Plan

Arcadis .com C:\Users\Pepe_t\Desktop\Bacons_Cleaners_ISA_WP_03082020 Final_Rev1_08.2020.docx 5 use, verify the presence of utilities, potential drill locations/access, and complete applicable portions of the Site Visit Checklist. It was confirmed that Polk County provides drinking water and sanitary sewer connections for the Site and that no septic systems currently exist. Natural gas, telephone, and electric is also supplied to the Site. No private supply wells were observed on the property. The current Site layout is provided on Figure 3.

The location of the 1996 soil sample could not be verified through on-Site observations or communication with the current property tenant. The location of the former drycleaning machine was unable to be confirmed, as there is now an enclosed walk-in freezer unit running along the eastern boundary of the Site building. The boiler room and rear door referenced in the historical Site Screening Report are no longer present at the Site. The remainder of the interior of the convenience store contains shelves of merchandise with narrow aisles between. A copy of the completed Site Visit Checklist and current Site photographs are presented in Appendix F. Arcadis requested copies of facility as-built drawings from the current owner and has not received them as of the submittal of this work plan.

5 INITIAL SITE ASSESSMENT WORK PLAN

A flexible assessment approach will be used to create a site-specific unsaturated soil and groundwater database capable of determining the absence/presence and extent of drycleaning solvents above soil and groundwater CTLs. In addition, potential risks and exposure pathways will be identified and preliminary recommendations and design provided for remedial action, if justified. The proposed assessment activities will be completed in accordance with FDEP’s Standard Operating Procedures (SOP) (001/01), the site-specific HASP, FDEP’s Considerations for Assessment of Drycleaning Solvent Contaminated Sites (FDEP, 2002), and Conducting Contamination Assessment Work at Drycleaning Sites (SCRD, 2010).

Only fixed-based laboratory samples are recommended since petroleum-based solvents are suspected to have been used and the mobile-laboratory methods would not be able to analyze all the potential contaminants of concern. Also, based on the Site land elevation compared to nearby lake surface water elevations, the assumed depth-to-groundwater is 40 ft BG at this Site; therefore, collection of grab groundwater samples using direct-push technology (DPT) is not recommended. This work plan employs the following methods to complete the initial phase of assessment.

• Utilization of DPT to collect continuous soil samples in the vadose zone (assumed 40-feet thick) and 10 feet into the water table with field screening using a photoionization detector (PID) capable of detecting to parts per billion (ppb), commonly referred to as a ppbRAE® and collection of samples for analysis utilizing a National Environmental Laboratory Accreditation Program (NELAP)-accredited fixed-base laboratory.

• Completion of a deep soil boring at SB005 to approximately 55 ft BG for lithologic characterization.

• Completion of a Modified Active Gas Survey (MAGS) to assess sub-slab soil vapors and potential shallow vadose source zones.

• Installation of permanent monitor wells and collection of groundwater samples for analysis by a NELAP fixed-base laboratory.

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• Surveying the top of casing elevations of monitor wells and collecting water level measurements to confirm groundwater flow direction.

Site assessment methods and techniques are described in detail below.

5.1 Site Preparation and Utility Locate

Arcadis will contact the current Site operator and current property owner representative to share proposed sampling locations and advise schedule/notification requirements prior to completing field work.

Arcadis will then conduct a Site visit to oversee a subsurface private utility locate using ground penetrating radar (GPR) on the Site. The purpose of the utility locate will be to establish the locations of underground utilities (Sunshine State One Call will initially locate utilities on and surrounding the Site).

The initial Site visit indicated the presence of overhead electric, communications, water, sewer, storm water and gas lines as shown on Figure 3. A scan of the sewer lateral will be completed with a video camera to determine potential defects that could have historically provided a source of solvents to the sub-surface.

5.2 Soil Assessment and Sub-Slab Soil-Gas Sampling

5.2.1 Unsaturated Soil Assessment

To confirm if past drycleaning operations at the Site had an adverse impact to unsaturated soil quality conditions, six deep soil borings (SB001-SB006) and two interior shallow soil borings (SB007 and SB008) are proposed for installation at the locations shown on Figure 4. The initial sample location will be placed in vicinity of the confirmed 1996 mineral spirits detection (within the former boiler room) and within the former solvent/diesel AST containment area. Additional boring/sample locations will be placed surrounding the building, within the building interior (shallow borings only), and along the sanitary sewer lateral (determined during GPR). Soil samples from each boring will be described by an on-Site Arcadis geologist. Lithologic logs of the general geology at the Site will be developed from the soil samples collected from the soil borings.

The soil borings will be installed using hand auger and DPT. A concrete coring machine will be used to bore through the concrete floor inside the building to access the underlying soils. Soil samples will be collected at two-foot depth intervals starting at land surface to a depth of 10 ft BG. From 10 to 50 ft BG (assuming water table at 40-ft), screening samples will be collected at 5-ft intervals. Soil samples for field-screening will be transferred to mason jars, covered with aluminum foil and screened with a ppbRAE equipped with a photo-ionization detector to determine if the soils contain the presence of synthetic organic vapors. Additional screening samples may be collected based on field observations.

Soil samples at boring locations in the former solvent tank area and boiler room will have each interval described above collected for fixed-base laboratory analysis (total of 28 samples). For the remaining locations, soil samples will be collected from each boring for analysis by the fixed-base laboratory at the following intervals, unless screening results or field observations identify other impacted soil zones.

Assuming four (4) deep soil borings are installed with four (4) analytical samples collected at each and two shallow soil borings are installed with three (3) analytical samples collected from each, a total of 22 samples for laboratory analysis are planned as summarized below:

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• Shallow: 0.5-ft, 2-ft, and 4-ft.

• Vertical extent below 4 ft BG (at deep borings): One sample from interval exhibiting highest vadose zone screening result or at the water table interface.

A total of 50 soil samples will be submitted to a fixed-based laboratory for analysis of volatile organic compounds (VOCs) by EPA Method 8260, semivolatile organic compounds (SVOCs) using EPA Method 8270, and petroleum range organics using Florida Method FL-PRO. Following the sampling, the boreholes will be sealed with cement grout. This work plan assumes that three (3) days are sufficient to complete the DPT soil assessment.

5.2.2 Modified Active Gas Sampling

MAGS will be completed in general agreement with the Modified Active Gas Sampling Manual, dated October 12, 2004. Nine MAGS wells (MAG01 – MAG09), constructed of 2-inch diameter PVC with 0.010-inch slotted screen set from 0.5 to 5 ft BG, will be installed using a hand auger. The concrete slab inside the building and asphalt pavement surrounding the building appears to provide adequate surface cover seal. Final MAGS well construction will be field determined. One vapor sample will be collected from each MAGS well for analysis of volatile organic compounds (VOCs) by EPA Test Method TO-15. Proposed MAGS well locations are shown on Figure 4.

5.3 Groundwater Assessment

5.3.2 Monitor Well Installation Activities

Arcadis will install four (4) monitor wells at select locations based on soil screening results and potential historical source areas to provide permanent groundwater monitoring locations. Four (4) monitor wells (MW001 – MW004), two-inch in diameter, will be installed to help characterize the source area for potential solvent-impacts and downgradient extent, assuming a groundwater flow to the southwest based on surface topography. For purposes of this work plan, the wells are planned to be constructed of 15-ft of 0.010-inch slot screen, between 35 to 50 ft BG, to bracket the water table assumed to be at 40 ft BG.

Final well locations, dimensions, including depth, screen interval and diameter will be determined based upon the soil DPT results and groundwater elevations encountered during the initial assessment activities. All soil cuttings will be containerized in 55-gallon drums and staged on-Site. This work plan assumes that three (3) field days will be needed to complete the installation and development activities.

5.3.3 Monitor Well Sampling

Arcadis will measure water levels and sample the four newly installed wells for analysis of VOCs by EPA Method 8260, SVOCs using EPA Method 8270, and petroleum range organics using Florida Method FL- PRO. Because of the presumed depth to groundwater, a submersible pump is planned for the sampling activities. All purge water will be containerized in 55-gallon drums and staged on-Site.

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5.4 Well Location/Elevation Survey and Area Reconnaissance

The monitor well top of casing elevations will be surveyed by Arcadis field personnel relative to an arbitrary point to the nearest 0.01-ft to determine current groundwater flow direction. The horizontal locations of soil borings, MAGS points, and monitor wells will be field measured from the building or surveyed using GPS.

Arcadis will attempt to identify any changes in reported current land use, potential future land use, and potential exposure pathways (direct and indirect) on or near the Site. Additionally, Arcadis will perform a windshield survey of public and private supply wells within one-quarter mile of the Site.

6 SITE ASSESSMENT REPORT

A draft SAR that describes the results of the proposed site assessment tasks described herein will be submitted to the FDEP within 60 days of completion of the field work. The SAR will contain tables and figures summarizing the results of assessment activities and include conclusions and recommendations based upon findings. A draft SAR will be submitted to the FDEP for review and comment. A final SAR will be submitted to the FDEP within two weeks of receipt of FDEP comments.

7 INVESTIGATIVE DERIVED WASTE

Investigative derived wastes (IDW - drill cuttings and purge water) generated during site assessment activities will be drummed, labeled and temporarily staged on-Site in Department of Transportation (DOT)-approved, 55-gallon steel drums. Arcadis will coordinate with a waste disposal contractor for non-hazardous disposal of the IDW and provide copies of final disposal manifests to the FDEP.

8 QUALITY ASSURANCE & QUALITY CONTROL

All fieldwork will be performed in accordance with FDEP’s SOP (001/01) and the site-specific HASP included under separate cover. Additionally, sample analyses will be performed by NELAP-certified laboratories to method practical quantitation limits. Appropriate QA/QC samples will be collected during the assessment.

9 PROJECT SCHEDULE AND COST

Cost estimate/level of effort (CEF-LOE) worksheets and subcontractor bid copies for the implementation of this work plan are provided separately. The proposed resource loaded schedule for the site assessment and SAR document package, is presented in Appendix G.

10 REFERENCES

AECOM Technical Services, Inc. 2018. Site Assessment Report. November 2018

FDEP. 1998. Site Assessment Work Plan Development Task List. July 1998.

Subcontractor Bid Summary

Admiral Cleaners

Driller DPT soil Quotes:

Preferred Drilling Solutions $5,100.00

Groundwater Protection $5,510.00

Cascade $6,190.00

Driller Monitor Well Quotes:

Preferred Drilling Solutions $10,790.00

Groundwater Protections $11,872.00

Cascade $10,990.00

Utility Locate:

GPRS $1,700.00

GeoView $1,400.00

Blood Hound $1,260.00

IDW:

Clark $150.00 per drum

Sonic Auger DPT Horizontal Directional Drilling

DATE: 2/25/2020

ESTIMATE #: 220094

Project Description:

3 Days of DPT Soil Borings

ID QTY Unit Rate TOTAL

1 1 ls 500.00$ 500.00$

2 2 night 200.00$ 400.00$

3 Daily Rate: DPT Rig and Crew 3 day 1,450.00$ 4,350.00$

4 Grout Borings and Patch w/Asphalt or Concrete 300 foot 0.50$ 150.00$

5 2 each 55.00$ 110.00$

6 0 each 55.00$ -$

7 each -$

Completion: Subtotal 5,510.00$

Todd Hodgson

Todd Hodgson TOTAL 5,510.00$ Partner

Per Diem (2 Man Crew)

Mobilization/Demobilization DPT Rig

DESCRIPTION

Grout all Boring and Patch.

CUSTOMER

Tampa, Florida 33607

Brian Burke Arcadis

PROJECT

Former Bacons Drive In Cleaners 21 N. 7th Street

3109 W. Dr. Martin Luther King Jr. Blvd. Suite 350 Haines City, Florida

(813) 353-5765 DPT Soil Borings

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

"Actual quantities used and days on site will be invoiced"

THANK YOU FOR YOUR BUSINESS!

**Damages to utilities on private property during borehole clearance are the responsibility of the client"

Drums Water (As Needed)

***Utility Locates on Private Property is the responsibility of the client**

3 Days

Permits: (Not Applicable

(6) DPT Soil Borings with Continuous Soil Sampling to 50' bls. (Possibly More to be Added)

Drums Soil (Estimated by client)

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

Cascade Technical Services • 1020 South 82nd Street • Tampa, FL 33619 • (813) 626-1717

Signature of Authorized Cascade Representative

Name & Title of Authorized Cascade Representative

Signature of Client/ Owner Authorized Representative

Name & Title of Authorized Representative and Company

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.

$6,190.00Quote Total

$0.00Taxes

0.0000%Tax Percentage

$6,190.00Pre-Tax Total

Provide three (3) days of DPT work to:

• Collect continuous soil samples using a Macro-Core equipped with a piston-rod assembly for depth-discrete samples to a depth of 50’ at six locations, possibly more based on screening data.

• Assume two (2) 55-gallon drums are sufficient to containerize IDW.

• Ground surface consists of asphalt. Water is available onsite.

• All borings will need to be abandoned with cement grout and topped with asphalt or concrete to match current surface conditions ccain@cascade-env.comEmailChase CainPrepared By

21 N. 7th Street, Haines City, Polk County, FL Haines City, FL 33844

Work Site

Arcadis U.S. Inc - Former Bacon Cleaners- Soil Sampling - DPT - 00141128

Opportunity Name

2/25/2020 6:16 AMQuote Revision Date

00052075Quote Number

2/25/2020Bid Date

2ARCADI129Bill To Account Number

(813) 353-5755Phone brian.burke@arcadis.comEmail

Brian BurkeContact Name

3109 W Dr. Martin Luther King Jr. Blvd, Suite Tampa, Florida 33607

Address

Arcadis U.S. IncAccount Name

Cascade Rep Contact Information

Scope of Work

Product Description Quantity Unit Sales Price Optional Subtotal

Mobilization/Demobilization 1.00 Lump Sum $300.00 $300.00

7822, 2 Man Crew and Consumables 3.00 Per Day $1,850.00 $5,550.00

Borehole abandonment and concrete/asphalt patch repair 6.00 Each $35.00 $210.00

Soil/Water Drum 2.00 Each $65.00 $130.00

Sonic Auger DPT Horizontal Directional Drilling

DATE: 2/25/2020

ESTIMATE #: 220093

Project Description:

ID QTY Unit Rate TOTAL

1 1 ls 1,000.00$ 1,000.00$

2 1 night 300.00$ 300.00$

3 Daily Rate: Tracked Sonic Rig and 3 man crew 1 day 4,000.00$ 4,000.00$

4 Daily Rate: Tracked Sonic Rig and 3 man crew 1 1/2 day 2,500.00$ 2,500.00$

5 Materials: 2" Well Installation 200 foot 10.00$ 2,000.00$

6 8" Boltdown Completion 4 each 100.00$ 400.00$

7 Well Development (Includes 1/2 Hour w/ Pump) 4 each 75.00$ 300.00$

8 4 each 55.00$ 220.00$

9 4 each 55.00$ 220.00$

10 1 each 52.00$ 52.00$

11 ls 500.00$ -$

12 1 ls 1,000.00$ Included

Completion: Subtotal 10,992.00$

Todd Hodgson

Todd Hodgson TOTAL 10,992.00$ Partner

(813) 353-5765 Sonic Well Installation

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

"Actual quantities used and days on site will be invoiced"

THANK YOU FOR YOUR BUSINESS!

**Damages to utilities on private property during borehole clearance are the responsibility of the client"

Drums Water (Estimated by client)

***Utility Locates on Private Property is the responsibility of the client**

Bobcat for Tooling and IDW Management

Hydrant Meter (If Needed)

1 1/2 Days

Permits: (SWFLWMD)

CUSTOMER

Tampa, Florida 33607

Brian Burke Arcadis

PROJECT

Former Bacons Drive In Cleaners 21 N. 7th Street

3109 W. Dr. Martin Luther King Jr. Blvd. Suite 350 Haines City, Florida

(4) 2" x 50' PVC Monitor Well w/15' of .010 Slot PVC Screen-8" Bolt down Completion- No Soil Sampling

Drums Soil (Estimated by client)

Per Diem (3 Man Crew)

Mobilization/Demobilization Sonic Rig

DESCRIPTION

Drum IDW and Purge Waters

2300 Silver Star Road, Orlando, Florida (407) 426-7885 fax (407) 426-7586 channa Rectangle bburke Text Box Bidders asked to assume 24 drums for soil and water bburke Arrow

Text Box Assume 24 drums, cost is: $11,872

Cascade Technical Services • 1020 South 82nd Street • Tampa, FL 33619 • (813) 626-1717

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.

$9,950.00Quote Total

$0.00Taxes

0.0000%Tax Percentage

$9,950.00Pre-Tax Total

Provide three (3) days of hollow-stem auger work to:

• Install four (4) monitor wells, with 15’ of 0.010-inch slotted 2-inch diameter PVC screen to a depth of 50’

• 20/30 sandpack and two feet of 30/65 sand seal

• Type I/II cement grout to surface

• Collection of split spoons will not be necessary

• Complete each well with 8-inch diameter flush bolt-down manhole.

• Include caps and locks for each well

• Assume one hour development per well

• Assume you will provide 8 drums for purge water/decon and 16 drums for soil cuttings

• Driller responsible to construct temporary decon pad to steam clean augers between drilling locations

• Ground surface consists of asphalt. Water is available onsite.

ccain@cascade-env.comEmailChase CainPrepared By

21 N 7th StHaines City, FL Haines City, FL 33844

Work Site

Arcadis U.S. Inc - Former Bacon Cleaners- Soil Sampling - DPT - 00141128

Opportunity Name

2/25/2020 11:02 AMQuote Revision Date

00052087Quote Number

2/25/2020Bid Date

2ARCADI129Bill To Account Number

(813) 353-5755Phone brian.burke@arcadis.comEmail

Brian BurkeContact Name

3109 W Dr. Martin Luther King Jr. Blvd, Suite Tampa, Florida 33607

Address

Arcadis U.S. IncAccount Name

Cascade Rep Contact Information

Scope of Work

Product Description Quantity Unit Sales Price Optional Subtotal

Mobilization/Demobilization 1.00 Lump Sum $425.00 $425.00

7822, 2 Man Crew 3.00 Day $1,750.00 $5,250.00

Well installation - 2" wells 200.00 Ft $12.00 $2,400.00

Well completion - flush mount 8" Vault 4.00 Each $175.00 $700.00

Well Development (each) 4.00 Each $95.00 $380.00

Soil/Water Drum 8.00 Each $65.00 $520.00

Decon Pad/Steam Pressure washer 1.00 Lump Sum $275.00 $275.00 bburke Oval $65.00 $520.00 bburke Text Box Assume 24 drums, cost is: $10,990 bburke Text Box Bidders asked to assume 24 drums for soil and water bburke Arrow

52803Estimate Number

3/3/2020Created Date

ESTIMATE

Blood Hound 750 Patricks Place Brownsburg, IN 46112

Email: BHI@bhug.com bhug.com Website:

Phone #: 888-858-9830 888-858-9829 Fax #:

Customer has requested a revised estimate for the following scope of work:

Client has requested an estimate to horizontally locate private detectable underground utilities within the Red outlined areas as depicted on the provided image.

A print or image was provided to review to assist with the estimate. However, pre-marking or a meet on site would be recommended, not required, to confirm the locate area and assist with access.

Customer is advised if less time onsite is required than estimated, invoicing will also be less. Client will only be invoiced for time needed to complete the scope with a two-hour minimum. Any additional time required on site to complete the task beyond the estimated time will be invoiced in 15-minute increments @ $52.50 per increment, upon customer approval.

EM and Real-Time GPR Locating equipment will both be utilized to locate and mark any detectable underground utilities and / or anomalies. A push pull camera will also be utilized to locate and assess the sanitary lateral feeding the structure.

Customer is aware certain plumbing configurations including P Traps and 90 degree turns may hinder the insertion process. A video of the camera results will be provided and a not to scale digital field sketch will be provided of our discoveries for surveying purposes. We will also provide pictures and the raw GPR data for review.

Estimate does not include any surveying services.

Customer is always responsible to call 811 for locates of any public utilities.

Customer is advised that Blood Hound utilizes water based paint and flags to identify any discoveries onsite. If this is an issue, Blood Hound must be made aware of this when scheduling.

Estimated time onsite does include time for any site-specific training, escorting or ingress / egress time whichnot if required, shall be an additional billable charge up to and including exceeding the estimate.

All findings will be marked according to APWA standard.

The performance of BHUG’s services is limited to full and unobstructed access to include but not limited to: mechanical rooms, manholes, hand holes, vaults, meter rooms, telecom rooms, fixtures (plumbing, electrical, communication), dispensers, fenced compounds, tanks and structures. Full cooperation from the on site personnel is necessary to perform a complete survey.

Results are dependent upon field conditions at the time of locating services. It may be necessary to have parked vehicles or machinery moved to allow for a full scan and to access structures.

If the Scope of Work should change, or is different than listed on estimate, please call our office for a revised estimate.

BHUG SOW

EnvironmentalCustomer SOW

$1,260.00Grand Total chad.hanna@arcadis.comEmail

(321) 622-4646Phone

Chad HannaName

Beacons Cleaners (formerly), 21 N 7th St., Haines City, Florida, 33844

Job Site Location

630 Plaza Drive, Suite 600 Highlands Ranch, CO 80129

US

Billing Address

(813) 903-3100Billing Phone

Arcadis-Tampa, FLCustomer

Product Quantity Sales Price Total Price

Advantage Locate (hourly) 6.00 $210.00 $1,260.00

Scope of Work

Hanna, Chad

From: sscruggs@geoviewinc.com

Sent: Tuesday, March 3, 2020 1:09 PM

To: Hanna, Chad; mwightman@geoviewinc.com

Subject: RE: Haines City GPR Bid

Hi Chad, Cost to clear the property would be our daily rate of $1,200 to mark in the field and $200 additional for the figure ($1,400 total). Please let me know if you need a formal proposal.

Thanks

Steve Scruggs, P.G.

GeoView, Inc.

From: Hanna, Chad <Chad.Hanna@arcadis.com> Sent: Tuesday, March 3, 2020 9:49 AM To: mwightman@geoviewinc.com; sscruggs@geoviewinc.com Subject: Haines City GPR Bid

Good morning Mike and Steve, Can you please provide a bid to locate the entire property at 21 N 7th Street, Haines City, FL (figures attached for reference). Please include a drawing of the findings in your costs.

Let me know if you have any questions.

Thank you, Chad Hanna | Environmental Specialist | chad.hanna@arcadis.com Arcadis | Arcadis U.S. Inc.

3109 West Martin Luther King Jr. Boulevard, Suite 350, Tampa, FL | 33607 | USA T. +1 813 353 5765 | M. +1 813 480 8498

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This email and any files transmitted with it are the property of Arcadis and its affiliates. All rights, including without limitation copyright, are reserved. This email contains information that may be confidential and may also be privileged. It is for the exclusive use of the intended recipient(s). If you are not an intended recipient, please note that any form of distribution, copying or use of this communication or the information in it is strictly prohibited and may be unlawful. If you have received this communication in error, please return it to the sender and then delete the email and destroy any copies of it. While reasonable precautions have been taken to ensure that no software or viruses are present in our emails, we cannot guarantee that this email or any attachment is virus free or has not been intercepted or changed. Any opinions or other information in this email that do not relate to the official business of Arcadis are neither given nor endorsed by it.

Micah Slankard | Project Coordinator | Southeast | (407) 335-6588 |micah.slankard@gprsinc.com www.gprsinc.com | Corporate Headquarters: 5217 Monroe St, Toledo, OH 43623 | EIN #: 31-1803412

PROJECT COSTS

SERVICE SCOPE PRICE

SCANNING/FIELD MARKINGS See description on previous pages $800

MOBILIZATION Included at no charge $INCL

ADDITIONAL TIME ON SITE Changes in scope of work or delays incurred on site will result in additional fees

$200/hour

GPS MAP Findings collected with GPS and overlaid in Google Earth.

Results are not survey-grade accuracy.

$200

ESTIMATED TOTAL *$1,000

OPTIONAL SERVICES (INITIAL IF DESIRED)

BASIC REPORT Basic written report of findings with minimal photos (2-4) and example data (1-2).

Initial

$200

DETAILED WRITTEN REPORT

W/ GPS MAPPING

Detailed report of findings with several photos and several comparative data shots.

Also includes findings collected with GPS and overlaid in Google Earth.

Results are not survey-grade accuracy

Initial

TBD

($400/Min.)

CAD DRAWING Findings will be drafted in AutoCAD with an aerial image background.

A linework version will also be provided if the client provides an existing drawing. Results are not survey-grade accuracy.

Initial

$700

SEWER CAMERA Trace accessible cleanouts and storm drains Initial

$700

HYDROEXCAVATION/POTHOLING GRPS will subcontract professional potholing and hydroexcavation services should your project deem it necessary.

Initial

$TBD

PROFESSIONAL LAND

SURVEYING

GRPS will subcontract professional land surveying and mapping services should your project deem it necessary.

Initial

$TBD

* This price assumes that we will be given access to perform the work during normal weekday business hours (6am-5pm). As-builts and any other applicable drawings should be made available to GPRS prior to the project. A thorough utility search can only be completed if GPRS is given access to all utility structures, interior and exterior. This service is never a replacement for the use of the state One Call system (811). All of our technicians have OSHA-10 safety training or greater. Site-specific safety training is not included in this quote. Please notify us if this project requires additional safety training.

TERMS & CONDITIONS

1. Customer agrees to meet and perform all requirements described in this document and has fully read and understands all items listed within this document.

2. Customer acknowledges it understands that our results are based upon the quality of the data retrieved which is determined by a variety of factors, including, but not limited to, the limitations listed in the “Equipment” section of this document. These limitations are inherent to all locating equipment. The decision to proceed with drilling, excavation or any destructive methods is left entirely up to the customer.

3. GPRS is not liable for inaccurate data reporting or for any other reason, and customer agrees to release and indemnify GPRS 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, or representation, either oral or written.

4. If GPRS provides maps or CAD drawings, please note that the map is not survey quality. These are representations of GPRS’ utility findings performed on a previous date. The GPRS scan performed was of limited scope and utilities outside this scope are not shown.

5. GPRS does not conduct an investigation, analysis, or interpretation of soil composition, soil conditions, or geological or geophysical information, Customer acknowledges it understands that we are merely reporting retrieved data and that we do NOT provide professional geophysical, geological, engineering, or land surveying services. Customer should contact a professional in those fields if such services are needed.

6. Payment is due upon receipt of invoice.

7. If for some reason the technician arrives on site and the work is cancelled there will be a charge of $500.00 per requested technician.

ACCEPTED AND AGREED:

Billing Company Name:

Billing Address:

Company Phone/Email: PO#: Job#:

Print Name: Signature: Date:

mailto:micah.slankard@gprsinc.com http://www.gprsinc.com/ Pepe_T Highlight

Pepe_T Highlight

ID Task Name Duration Start Finish Resource Names

1 TA Receipt 0 days Mon 4/6/20 Mon 4/6/20 Theresa Pepe

2 Site Owner & Property Mgr Contact/Subcontractor Scheduling

1 day Mon 4/20/20 Mon 4/20/20 Bill Vogelsong,Brian Burke

3 Utility Locate 1 day Mon 4/20/20 Mon 4/20/20 Eric Brooks

4 Soil & Groundwater Assessment, MAGS 3 days Tue 4/21/20 Thu 4/23/20 Driller,Chad Hanna,Eric Brooks,David Welch5 Monitor Well Install, Survey & Sampling

(4 Wells) 4 days Mon 4/27/20 Thu 4/30/20 Eric

Brooks,Driller,David Welch

6 SA Report 45 days Fri 5/1/20 Thu 7/2/20 Bill Vogelsong,Brian Burke,Chad Hanna,Eric Brooks

4/6

Bill Vogelsong,Brian Burke

Eric Brooks

Driller,Chad Hanna,Eric Brooks,David Welch

Eric Brooks,Driller,David Welch

Bill Vogelsong,Brian Burke,Chad Hanna,Eric Brooks

3/1 3/8 3/15 3/22 3/29 4/5 4/12 4/19 4/26 5/3 5/10 5/17 5/24 5/31 6/7 6/14 6/21 6/28 7/5 7/12 7/19 7/26 March April May June July

Task

Milestone

Summary

Rolled Up Task

Rolled Up Milestone

Rolled Up Progress

Split

External Tasks

Project Summary

Group By Summary

Inactive Task

Inactive Milestone

Inactive Summary

Manual Task

Duration-only

Manual Summary Rollup

Manual Summary

Start-only

Finish-only

Progress

Deadline

Former Bacons Cleaners & Laundry Service Resource Loaded Schedule

RLS Page 1 Arcadis

Project: Former Bacons Cleaners & Laundry Service FDEP Facility ID No.: ERIC_5362 Date: Fri 3/6/20