CN-370000-HW684-DC037B.pdf

Funding Information:

Org. Code E.O. Object Code Budget Entity Appropriation

Category Grant # Project # Year Amount

☐ Additional Funding Information attached on separate page.

Rev. 8/26/2020

STATE OF FLORIDA

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Task Assignment This Task Assignment (TA) is entered into between the Parties named below, pursuant to Contract Number: .

1. TA Number: TA Completion Date:

TA Description:

2. Parties State of Florida Department of Environmental Protection

(Department)

Department Project Manager: Department Project Manager Phone:

Contractor Name: (Contractor ) ntractor’st ’s Project Manager: ontractor’s t’s Project Manager Phone:

3. Project Number:

(If different from TA Number)

Project Location(s):

Project Name:

4. As consideration for the services rendered by Contractor under the terms of this TA, the Department shall pay the Contractor on the following bases, up to the Total TA Value as indicated below:

☐ Fixed Price:

☐ Fixed Unit Rate: (Extended Price)

☐ Cost Reimbursement:

Total TA Value:

5. The Parties agree to comply with the terms and conditions of the underlying the Contract, and the following attachments which are hereby incorporated by reference:

Attachment 1:

☐ Additional Attachments (if necessary):

IN WITNESS WHEREOF, this TA shall be effective on the last date signed below.

State of Florida Department of Environmental Protection CONTRACTOR Department Name:

Title:

Secretary or Designee

(Authorized Signature) (Authorized Signature) Date:

☐ Additional signatures attached on separate page.

HW684

DC037B Completion February 23, 2024

This Task Assignment authorizes GHD Services, Inc. to conduct site assessment activities at the Courtesy Cleaners site located in Sarasota, Florida. All work will be conducted in accordance with the scope of work and cost proposal submitted on May 4, 2023.

Kevin Kane 850-245-8971 Contractor Contractor

Contractor Contractor

Contractor Contractor

Contractor

GHD Services, Inc.

GHD Services, Inc.

Brian Moore 813-257-0658

ERIC_5435

700 S Osprey Ave, Sarasota, Sarasota County

Courtesy Cleaners

✔ $ 83,347.90

$ 83,347.90

Scope of Work

Brian Moore

Project Manager

Brian Moore Digitally signed by Brian Moore Date: 2023.05.10 03:59:52 -04'00'

Jennifer Farrell

Digitally signed by Jennifer Farrell Date: 2023.05.09 14:49:49 -04'00'

N/A

Task Assignment Notification/Change Order Deliverables and Invoice Schedule Attachment

WCP TAFORM 04-2017

Contract Number:

Task Assignment #:

Deliverables:

Deliverable Deliverable Due Date

Invoice Schedule:

Requirements for Invoice Submittal Amount to be Invoiced

TOTAL COST

Well Sampling Summary 07/28/2023

Soil and Groundwater Sampling Summary 10/27/2023

IDW Manifests and Subcontractor Receipts 11/17/2023

Site Assessment Report + Project Management 11/24/2023

Subtask 2: Upon submittal and FDEP approval of the Well Sampling Summary $ 7,240.77

Subtask 3: Upon submittal and FDEP approval of the Soil and Groundwater Sampling Summary $ 52,296.59

Subtask 4: Upon submittal and FDEP approval of the IDW Manifests and Subcontractor Receipts $ 10,817.73

Subtasks 1 & 5: Upon submittal and FDEP approval of the Site Assessment Report + Project Management $ 12,992.81

$ 83,347.90

HW684

DC037B

Ron DeSantis Governor

Jeanette Nuñez Lt. Governor

Shawn Hamilton Secretary

TO:

FROM:

DATE:

SUBJECT:

FLORIDA DEPARTMENT OF

Environmental Protection

Bob Martinez Center 2600 Blair Stone Road

Tallahassee, FL 32399-2400

HW684 Contract File

Kevin Kane, Contract Manager

May 5, 2023

Task Assignment DC037B Courtesy Cleaners

ERIC_5435

Assessment

This Task Assignment authorizes GHD Services, Inc. (GHD) to conduct site assessment activities. Specific subtasks are detailed below:

Subtask 1: Project Management Project Management is calculated at 13% of the direct labor.

Subtask 2: Groundwater Sampling Initially, GHD will coordinate site access with the current property owner and adjacent property owner. Additionally, GHD will negotiate subcontract agreements for drilling waste disposal services. Following initial contracting activities, GHD will mobilize to the subject site and sample up to eleven (11) existing monitor wells. The sampling will be conducted in general accordance with FDEP SOPs and all samples will be analyzed for the presence of volatile organics by EPA Method 8260. In addition, up to four (4) well samples will be analyzed for the presence of petroleum compounds (acenaphthene, acenaphthylene, 1-methylnpahthalene, 2- methylnaphthalene, and naphthalene by EPA method 8270SIM and total recoverable petroleum hydrocarbons (TRPH) via State Method FL-PRO). Upon receipt, the analytical data will be evaluated and DEP will be provided a summary with any recommendations for changes to the proposed scope.

Subtask 3: Soil and Groundwater Sampling Soil sampling and groundwater profiling will be conducted in order to establish the extent of soil and groundwater impacts both vertically and horizontally. Soil sampling will include advancement of soil borings within and in the immediate vicinity of the former drycleaner with hand operated equipment and through the use of direct-push technology (DPT). Modified Active Gas Sampling (MAGS) will also be conducted as part of the soil assessment. One continuous soil boring will be completed to establish site lithologic conditions. The initial scope of work includes groundwater profiling at seven (7) exterior locations. All groundwater samples will be submitted to a Florida-certified laboratory for volatile organic analysis by EPA Method 8260. The initial soil sampling will involve the advancement of twelve (12) shallow soil borings within and near the former drycleaner facility. All soil samples will be submitted to a fixed laboratory for analysis for the presence of volatile organic compounds (VOCs). Following soil sampling, piezometers will be installed at ten (10) locations. The piezometers will be constructed with 2-inch PVC well screens across the vadose zone. Following installation, MAGS will be conducted and soil gas samples will be gathered for field screening and fixed laboratory analysis for the presence of VOCs by Method TO-15.

During the same mobilization, permanent monitor wells will be installed. At this time, up to six (6) shallow and one deep well are planned for installation. One of the shallow wells will be installed within the facility using hand operated equipment. Well locations and construction details will be provided to the Department for approval prior to installation.

Following installation, the wells will be surveyed and sampled in accordance with FDEP SOPs. Groundwater samples will be submitted to a fixed laboratory for VOC analysis by EPA Method 8260.

Subtask 4: Surveying/IDW Disposal Following all field activities, a surveyor will be subcontracted to develop a site plan and survey elevations of all sample locations. Investigation derived waste (IDW) disposal is anticipated and has been accounted for under this subtask. Subcontractors for IDW disposal were chosen on a lowest-cost basis.

Subtask 5: Site Assessment Report Upon receipt of analytical data, a Site Assessment Report (SAR) will be prepared. The SAR will include a summary of field methodology, field screening data, and laboratory analytical results. The SAR will also include conclusions and recommendations. The recommendations may include the use of active remediation to mitigate identified impacts.

GHD and the FDEP confirmed on May 4, 2023, that an Access Agreement with the current real property owner of the aforementioned site has been executed.

This work will be conducted in line with the scope of work included with GHD’s proposal, received May 4, 2023. Documentation of the costs is included in the attached CEF, Level-of-Effort sheets, and proposal letter. The final deliverable due date is November 24, 2023, and the completion date for the task assignment is February 23, 2024.

The final cost total for Task Assignment DC037B is $83,347.90.

FDEP COST ESTIMATE

Contractor: GHD Services Inc.

Date: 5/5/2023

Task #: DC037B SubTask 1 Project Management SubTask 6

Site: Courtesy Cleaners SubTask 2 Groundwater Well Sampling SubTask 7

Activity/Phase: Assessment SubTask 3 Soil and Groundwater Sampling SubTask 8

Project Manager: Brian Moore, PE SubTask 4 IDW Management and Surveying SubTask 9

SubTask 5 Site Assessment Report SubTask 10

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

$44.81 Project Manager JM 27.41 27.41 $51.08 Sr Professional Engineer JH 8.00 0.00 0.00 0.00 8.00 0.00 0.00 0.00 0.00 0.00 $43.28 Professional Engineer/Sci GE 85.00 0.00 39.00 0.00 46.00 0.00 0.00 0.00 0.00 0.00 $44.81 Project Manager/ Enginee JM 28.50 13.00 7.50 8.00 0.00 0.00 0.00 0.00 0.00 0.00 $20.53 Senior Technician SA 69.50 12.50 57.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $24.89 Senior Technician WM 68.00 11.00 57.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $29.69 Drafting Technician PM 19.00 5.00 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 $23.16 Administrative Assistant DA 17.25 1.25 0.00 0.00 16.00 0.00 0.00 0.00 0.00 0.00

Total Hours 322.66 27.41 42.75 160.50 8.00 84.00 0.00 0.00 0.00 0.00 0.00

Direct Labor $10,675.69 $1,228.18 $1,290.35 $4,612.94 $358.48 $3,185.74 $0.00 $0.00 $0.00 $0.00 $0.00

Overhead 129.80% $13,857.05 $1,594.18 $1,674.87 $5,987.60 $465.31 $4,135.09 $0.00 $0.00 $0.00 $0.00 $0.00 Fringe 37.80% $4,035.41 $464.25 $487.75 $1,743.69 $135.51 $1,204.21 $0.00 $0.00 $0.00 $0.00 $0.00 Total Labor $28,568.15 $3,286.61 $3,452.97 $12,344.23 $959.30 $8,525.04 $0.00 $0.00 $0.00 $0.00 $0.00

Travel Vehicle Rental $1,200.00 $120.00 $960.00 $120.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Travel $1,200.00 $120.00 $960.00 $120.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor (Equipment Procurement) Subcontractor Subtotal $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Procurement Fee $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor (Services Procurement) Drilling (Non-conventional) $11,818.00 $0.00 $11,818.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Surveying $7,560.00 $0.00 $0.00 $7,560.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

IDW $880.00 $0.00 $0.00 $880.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Atlantic Supply $982.40 $0.00 $982.40 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Subcontractor Subtotal $21,240.40 $0.00 $12,800.40 $8,440.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Handling Fee $2,124.04 $0.00 $1,280.04 $844.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $23,364.44 $0.00 $14,080.44 $9,284.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Laboratory Analytical Costs $22,680.00 $2,442.00 $19,938.00 $300.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Sample Shipping $1,018.00 $76.50 $883.00 $58.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Laboratory $23,698.00 $2,518.50 $20,821.00 $358.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Field Expenses Expendables $400.00 $40.00 $360.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Analytical related) $3,160.50 $664.00 $2,496.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Other) $100.00 $100.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Field Expenses $3,660.50 $804.00 $2,856.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subtotal $80,491.09 $3,286.61 $6,895.47 $51,062.17 $10,721.80 $8,525.04 $0.00 $0.00 $0.00 $0.00 $0.00 Completion Fee $2,856.81 $328.66 $345.30 $1,234.42 $95.93 $852.50 $0.00 $0.00 $0.00 $0.00 $0.00

Total Estimated Cost $83,347.90 $3,615.27 $7,240.77 $52,296.59 $10,817.73 $9,377.54 $0.00 $0.00 $0.00 $0.00 $0.00

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Courtesy Cleaners SUBTASK 2: Groundwater Well Sampling

DATE: 5/5/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Project Manager JM Arrange for Site Access with owner 1 Project Manager JM Site Access with adjacent property 2 Project Manager JM Prepare Site HASP 3 Project Manager JM Prepare field scope of work (GW Sampling) 1 Project Manager JM Prepare Data Summary Package and Recommendations 6

Senior Technician WM Mob/demob (1 day) 2.5 Senior Technician WM Locate 10 wells 1 Senior Technician WM Groundwater Sampling (5 wells) 7.5

Senior Technician SA Mob/demob (1 day) 2.5 Senior Technician SA Locate 10 wells 1 Senior Technician SA Groundwater Sampling (6 wells) 9

12.5

Drafting Technician PM Add wells to SAWP site plan 1 Drafting Technician PM GW Elevation Plan 2 Drafting Technician PM GW Analytical Data Plan 2

Administrative Assistant DA Data Entry (11 wells) 1.25 1.25

TOTAL LABOR 42.75

VEHICLE TYPE RATE UNIT USEAGE

Company Truck $120.00 day 1 $120.00

TOTAL VEHICLE $120.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

TOTAL $0.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

VOCs 8260 $150.00 11 $1,650.00 PAHs 8270 SIM $110.00 4 $440.00

TRPH FLPRO $88.00 4 $352.00

Shipping (2 day - large) $70.00 1 $70.00 Ice $6.50 1 $6.50

TOTAL LAB $2,518.50

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Expendables $40.00 day 1 $40.00

Groundwater Sampling Kit $290.00 Day 2 $580.00 Poly Tubing $0.30 Ft 170 $51.00 Silicon Tubing $3.00 Ft 11 $33.00

Drum $100.00 each 1 $100.00

TOTAL EQUIPMENT $804.00

FINAL --7/24/96

SUBTASK 3: Soil and Groundwater Sampling

DATE: 5/5/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Project Manager JM Arrange for Site Access with owner 2 Project Manager JM Utility Locate 1 Project Manager JM Prepare field scope of work (DP, soil, MAGS) 1.5 Project Manager JM Prepare daily summary reports of assessment results (1 hour per day) 3

7.5

Senior Geologist GE Mob/demob (4 days) 10 Senior Geologist GE direct push sampling oversight (2.5 days) 15.5 Senior Geologist GE Well Installation (1.5 days) 13.5

Senior Technician WM Mob/demob (5 days) 7.5 Senior Technician WM Concrete Coring/Soil Boring Advancement and Screening (10 locations) 12 Senior Technician WM Install 10 piezometers for MAGS (1.5 hr each) 15 Senior Technician WM Install interior monitor well (3 hours) 3 Senior Technician WM Conduct MAGS (10 locations) 12 Senior Technician WM Backfill/Restoration (2 locations) 2 Senior Technician WM Round of Water Levels (16 total) 1 Senior Technician WM Groundwater Sampling (3 wells) 4.5

Senior Technician SA Mob/demob (5 days) 7.5 Senior Technician SA Concrete Coring/Soil Boring Advancement and Screening (10 locations) 12 Senior Technician SA Install 10 piezometers for MAGS (1.5 hr each) 15 Senior Technician SA Install interior monitor well (3 hours) 3 Senior Technician SA Conduct MAGS (10 locations) 12 Senior Technician SA Backfill/Restoration (2 locations) 2 Senior Technician SA Round of Water Levels (16 total) 1 Senior Technician SA Groundwater Sampling (3 wells) 4.5

TOTAL LABOR 160.5

VEHICLE TYPE RATE UNIT USEAGE

Geologist 4 days Company Truck $480.00 week 1 $480.00 Sr Techs 1 week Company Truck $480.00 week 1 $480.00

TOTAL VEHICLE $960.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Groundwater Protection Litho Boring (50 ft) 1 ls 800.00$ $800.00 Groundwater Protection DPT Rig and Crew 3 night 300.00$ $900.00 Groundwater Protection DPT Rig w/ 2-man Crew 4 day 1,700.00$ $6,800.00 Groundwater Protection Materials: GW Sampling Points 16 each 3.00$ $48.00 Groundwater Protection Materials: HDPE Tubing 35 each 3.00$ $105.00 Groundwater Protection 1" PVC Well Installation 4 each 100.00$ $400.00 Groundwater Protection 1" x 5' PVC .010 Slot Prepack Screen 125 foot 4.00$ $500.00 Groundwater Protection (2) 1" x 5' PVC .010 Slot Prepack Scree 1 each 100.00$ $100.00 Groundwater Protection Competion 5 each 175.00$ $875.00 Groundwater Protection Well Development 6 each 150.00$ $900.00 Groundwater Protection 55 gallon drums (Soil) 6 each -$ $0.00 Groundwater Protection 55 gallon drums (Water) 2 each 65.00$ $130.00 Groundwater Protection Permits: SWFLWMD (N/A for FDEP Site 4 each 65.00$ $260.00 Atlantic Supply Well Screen (5 feet, 2-inch, 0.010-slot) 10 each 38.20$ $382.00 Atlantic Supply Well Point (2-inch) 10 each 8.30$ $83.00 Atlantic Supply Well Riser (1-inch - 5 ft) 5 each 23.59$ $117.95 Atlantic Supply 20/30 silica sand 3 bag 6.80$ $20.40 Atlantic Supply 30/65 silica sand 1 bag 6.05$ $6.05 Atlantic Supply Prepack (1-inch 5 ft) 1 each 76.00$ $76.00 Atlantic Supply Boltdown Manhole (6") 11 Each 27.00$ $297.00

TOTAL $12,800.40

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

Volatile Organics (full range) Soil $150.00 45 $6,750.00 PAHs (8270 SIM) Soil $110.00 12 $1,320.00 TRPH (FL-PRO) Soil $88.00 12 $1,056.00 Volatile Organics (full range) Groundwater $150.00 51 $7,650.00 PAHs (8270 SIM) Soil $110.00 4 $440.00 TRPH (FL-PRO) Soil $88.00 4 $352.00 TO-15 (VOCs) Soil Gas $200.00 10 $2,000.00 TOC walkley black soil $36.00 5 $180.00 density soil $25.00 5 $125.00 moisture soil $13.00 5 $65.00 Shipping (large cooler) overnight - soil $150.00 2 $300.00 Shipping (small cooler) 2 day - soil TOC $52.00 1 $52.00 Shipping (large cooler) 2 day - DP GW $70.00 2 $140.00 Shipping (large cooler) overnight - soil gas $150.00 2 $300.00 Shipping (small cooler) 2 day - MW GW $52.00 1 $52.00

Ice $6.50 6 $39.00

TOTAL LAB $20,821.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Expendables $40.00 day 9 $360.00

Air Sampling Pump $27.00 Day 1.5 $40.50 Regenerative Blower $180.00 Day 1.5 $270.00 Portable generator $70.00 Day 1.5 $105.00 Vacuum Gages $19.00 Day 1.5 $28.50 anemometer $33.00 Day 1.5 $49.50 Summa Canisters $33.00 Each 10 $330.00 Encore (for SPLP) $16.00 Each 45 $720.00 Soil sampling kit (through concrete) $235.00 Day 2 $470.00 Groundwater Sampling Kit $290.00 Day 1.5 $435.00 Poly Tubing $0.30 Ft 100 $30.00 Silicon Tubing $3.00 Ft 6 $18.00

TOTAL EQUIPMENT $2,856.50

SUBTASK 4: IDW Management and Surveying

DATE: 5/5/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Project Manager JM Complete waste profile, transmit waste manifest 4 Project Manager JM IDW Pickup and sign manifest 4

TOTAL LABOR 8

VEHICLE TYPE RATE UNIT USEAGE

Company Truck $120.00 day 1 $120.00

TOTAL VEHICLE $120.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

Erwin Remediation IDW Drum Dispos 8 drum $110.00 $880.00 Survtech Site Survey 1 each $7,560.00 $7,560.00

TOTAL $8,440.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

Volatile Organics ( Soil $150.00 1 $150.00 Volatile Organics ( Groundwater $150.00 1 $150.00 shipping small cooler (2 day) $52.00 1 $52.00

Ice $6.50 1 $6.50

TOTAL LAB $358.50

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

TOTAL EQUIPMENT $0.00

SUBTASK 5: Site Assessment Report

DATE: 5/5/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Professional ScienGE Site History (SAR) 4 Professional ScienGE Regional Geology - Site Specific Lithology (SAR) 2 Professional ScienGE Soil Sampling Methods (SAR) 2 Professional ScienGE Soil Sampling Results (SAR) 2 Professional ScienGE MAGS point installation methods (SAR) 2 Professional ScienGE MAGS Procedures (SAR) 2 Professional ScienGE MAGS Results (SAR) 2 Professional ScienGE Direct Push Profiling Methods (SAR) 2 Professional ScienGE Direct Push Profiling Results (SAR) 2 Professional ScienGE Monitor well installation methods (SAR) 3 Professional ScienGE Groundwater sampling methods (SAR) 2 Professional ScienGE Groundwater flow evaluation (SAR) 2 Professional ScienGE Groundwater water quality parameter results (SAR) 2 Professional ScienGE Groundwater analytical data results (SAR) 4 Professional ScienGE Conceptual Site Model (SAR) 4 Professional ScienGE Findings (SAR) 3 Professional ScienGE Laboratory Data Validation (SAR) 2 Professional ScienGE Conclusions and Recommendations (SAR) 4

Sr. Professional EJH Conlusions and recommendations (SAR) 4 Sr. Professional EJH Remedial Action recommendations 4

Drafting TechniciaPM Draft Figures (site location/layout/site plan) 4 Drafting TechniciaPM Prepare DP groundwater analytical figure 2 Drafting TechniciaPM Prepare soil analytical figure 2 Drafting TechniciaPM Prepare MAGS analytical figure 2 Drafting TechniciaPM Prepare groundwater flow figures 2 Drafting TechniciaPM Prepare groundwater monitor well results figure 2

Staff Assistant DA Data Entry (field data to report tables) 8 Staff Assistant DA Prepare Summary Tables from lab EDDs 4 Staff Assistant DA Prepare final SAR (pdf) 4

TOTAL LABOR 84

VEHICLE TYPE RATE UNIT USEAGE

TOTAL VEHICLE $0.00

PER DIEM STAFF RATE UNIT USEAGE

TOTAL PER DIEM $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE COST

TOTAL $0.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

TOTAL LAB $0.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

TOTAL EQUIPMENT $0.00

COST PROPOSAL FOR TASK DC037B

<Courtesy Cleaner/FDEP ERIC_5435>

< Site Assessment >

1. INTRODUCTION: <DISCUSS SCOPE OF WORK, DATES >

GHD Services Inc. (GHD) submitted a Site Assessment Workplan for the Courtesy Cleaners site located in Sarasota, Sarasota County, in February 2023. The Site Assessment Workplan detailed an approach to determining the extent of contamination in soil and groundwater both vertically and horizontally. Task DC037B includes initial site assessment activities including soil sampling, modified active gas sampling (MAGS), discrete groundwater profiling using direct push technology (DPT), monitor well installation, and groundwater sampling

Subtask 1: Project Management Subtask 1 includes all tasks associated with project management of the site assessment activities at the Courtesy Cleaners site.

Subtask 2: Groundwater Sampling Initially, GHD will coordinate site access with the current property owner and adjacent property owner. Additionally, GHD will negotiate subcontract agreements for drilling waste disposal services.

Following initial contracting activities, GHD will mobilize to the subject site and sample up to eleven (11) existing monitor wells. The sampling will be conducted in general accordance with FDEP SOPs and all samples will be analyzed for the presence of volatile organics by EPA Method 8260. In addition, up to four (4) well samples will be analyzed for the presence of petroleum compounds (acenaphthene, acenaphthylene, 1-methylnpahthalene, 2-methylnaphthalene, and naphthalene by EPA method 8270SIM and total recoverable petroleum hydrocarbons (TRPH) via State Method FL-PRO). Upon receipt, the analytical data will be evaluated and DEP will be provided a summary with any recommendations for changes to the proposed scope.

Subtask 3: Soil and Groundwater Sampling Upon Department approval, GHD will mobilize with the selected direct-push contractor. Soil sampling and groundwater profiling will be conducted in order to establish the extent of soil and groundwater impacts both vertically and horizontally. Soil sampling will include advancement of soil borings within and in the immediate vicinity of the drycleaner with hand operated equipment and through the use of direct-push technology (DPT). Modified Active Gas Sampling (MAGS) will also be conducted as part of the soil assessment. One continuous soil boring will also be completed to establish site lithologic conditions.

The initial scope of work includes groundwater profiling at seven (7) exterior locations. At each location, direct-push tooling will be advanced to the desired depths and discrete groundwater samples will be gathered for fixed laboratory analysis. For planning purposes, it is assumed that discrete groundwater samples will be gathered from the surface of the groundwater, 10, 20 feet, 30 feet, 40 feet, and 50 feet below land surface. All groundwater samples will be submitted to a Florida-certified laboratory for volatile organic analysis by EPA Method 8260.

The initial soil sampling will involve the advancement of twelve (12) shallow soil borings within and in close proximity to the former drycleaner facility. Soil borings (10 total) will be advanced with a stainless steel hand auger and soil samples will be collected from 0-0.5’, 0.5- 2.0’, and 2’ intervals until refusal or the water table. All soil samples will be submitted to a fixed laboratory for analysis for the presence of volatile organics (VOCs).

Following soil sampling, piezometers will be installed at eight (8) locations. The piezometers will be constructed with 2-inch PVC well screens across the vadose zone. Following installation, MAGS will be conducted and soil gas samples will be gathered for field screening and fixed laboratory analysis for the presence of VOCs by Method TO-15.

During the same mobilization, permanent monitor wells will be installed. At this time, up to six (6) shallow and one deep well are planned for installation. The 6 shallow wells will be installed to approximate depths of 15 ft bls. One of the shallow wells will be installed within the facility using hand operated equipment. The wells will be screened to straddle the water table. The deep well is proposed for a total depth of 50 feet and will be screened between 45 and 50 feet, depending on site lithology. Well locations and construction details will be provided to the Department for approval prior to installation. Following installation, the wells will be surveyed and sampled in accordance with FDEP SOPs. All of the groundwater samples will be submitted to a fixed laboratory for VOC analysis by EPA Method 8260.

Subtask 3: Surveying/IDW Disposal Following all field activities, a surveyor will be subcontracted to develop a site plan and survey elevations of all sample locations. Investigative Derived Waste (IDW) will be disposed of at an appropriate off-site facility. GHD will coordinate manifest generation and IDW pickup.

Subtask 4: Site Assessment Report Upon receipt of analytical data, a Site Assessment Report (SAR) will be prepared. The SAR will include a summary of field methodology, field screening data, and laboratory analytical results. The SAR will also include conclusions and recommendations. The recommendations may include the use of active remediation to mitigate identified impacts.

Deliverables:

Deliverable Deliverable Due Date

Field notes and groundwater data 7/28/23

Field notes, soil and groundwater data, MAGS data, and subcontractor receipts

10/27/23

IDW Manifests and subcontractor receipts 11/17/23

Site Assessment Report 11/24/23

Drilling

Mobilization 1 ls 800.00$ 800.00$ 1 ls 1,250.00$ 1,250.00$ 1 ls 2,350.00$ 2,350.00$

Litho Boring (50 ft) 1 each 775.00$ 775.00$ 1 each 2,645.00$ 2,645.00$

DP Profile (50 ft) 7 each 800.00$ 5,600.00$ 7 each 820.00$ 5,740.00$

Shallow Well (15 ft) 5 well 975.00$ 4,875.00$ 5 well 1,410.00$ 7,050.00$

Deep Well (50 ft) 1 well 1,575.00$ 1,575.00$ 1 well 3,215.00$ 3,215.00$

Per Diem (2 man crew) 3 night 300.00$ 900.00$ 0 night 300.00$ -$ 0 night 300.00$ -$

DPT Rig and Crew 4 day 1,700.00$ 6,800.00$ 0 day 1,700.00$ -$ 0 day 1,700.00$ -$

Daily Rate: DPT Rig w/ 2-man Crew 0 1/2 day 1,050.00$ -$ 0 1/2 day 1,050.00$ -$ 0 1/2 day 1,050.00$ -$

Materials: Soil Sample Liners 16 each 3.00$ 48.00$ 0 each 3.00$ -$ 0 each 3.00$ -$

Materials: GW Sampling Points 35 each 3.00$ 105.00$ 0 each 3.00$ -$ 0 each 3.00$ -$

Materials: HDPE Tubing (per 500' Roll) 4 each 100.00$ 400.00$ 0 each 100.00$ -$ 0 each 100.00$ -$

Materials: 1" PVC Well Installation 125 foot 4.00$ 500.00$ 0 foot 4.00$ -$ 0 foot 4.00$ -$

Materials: 1" x 5' PVC .010 Slot Prepack Screen, 3" Exp Point 1 each 100.00$ 100.00$ 0 each 100.00$ -$ 0 each 100.00$ -$

Materials: (2) 1" x 5' PVC .010 Slot Prepack Screen, 3" Exp Point 5 each 175.00$ 875.00$ 0 each 175.00$ -$ 0 each 175.00$ -$

2' x 2' Concrete Pad w/8" BD Completion 6 each 150.00$ 900.00$ 0 each 150.00$ -$ 0 each 150.00$ -$

Well Development (up to 1/2 hour w/Pump) 6 each 75.00$ Included 0 each 75.00$ -$ 0 each 75.00$ -$

55 gallon drums (Soil) 2 each 65.00$ 130.00$ 2 each 75.00$ 150.00$ 2 each -$ -$

55 gallon drums (Water) 4 each 65.00$ 260.00$ 5 each 75.00$ 375.00$ 5 each -$ -$

Permits: SWFLWMD (N/A for FDEP Sites -$ 1 each 475.00$ 475.00$ 1 each 225.00$ 225.00$

11,818.00$ 15,075.00$ 21,225.00$

IDW

Soil IDW Drum 2 drum 110.00$ 220.00$ 2 drum 120.00$ 240.00$ 2 drum 160.00$ 320.00$

GW IDW Drum 5 drum 110.00$ 550.00$ 5 drum 120.00$ 600.00$ 5 drum 160.00$ 800.00$ transportation 7 drum -$ 7 drum -$ -$ 7 drum -$ -$ stop fee 1 stop -$ 1 stop 50.00$ 50.00$ 1 stop -$ -$

Hourly Rate 2 hour 135.00$ 270.00$

10% charge 89.00$ 112.00$

770.00$ 979.00$ 1,502.00$

Survey

Site Plan 1 each 7,560.00$ 7,560.00$

Survtech

Groundwater Protection Preferred Cascade

Groundwater Protection Enviroserve Hepaco

Sonic Auger DPT Injection Well Abandonment

DATE: 4/10/2023

ESTIMATE #: 423017

Project Description:

ID QTY Unit Rate TOTAL

1 1 ls 800.00$ 800.00$

2 3 night 300.00$ 900.00$

3 4 day 1,700.00$ 6,800.00$

4 16 each 3.00$ 48.00$

5 35 each 3.00$ 105.00$

6 Materials: HDPE Tubing (per 500' Roll) 4 each 100.00$ 400.00$

6 125 foot 4.00$ 500.00$

7 1 each 100.00$ 100.00$

8 5 each 175.00$ 875.00$

9 6 each 150.00$ 900.00$

10 6 each 75.00$ Included

11 55 gallon drums (Soil) (Estimated) 2 each 65.00$ 130.00$

12 55 gallon drums (Water) (Estimated) 4 each 65.00$ 260.00$

13 Permits: SWFLWMD (N/A for FDEP Sites -$

Completion: Subtotal 11,818.00$

Todd Hodgson

TOTAL 11,818.00$

Partner

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

THANK YOU FOR YOUR BUSINESS!

Todd Hodgson

DPT Rig and Crew

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

3.5 to 4 Days

DESCRIPTION

Mobilization

Utility Locates on Private Property is the responsibility of the client Borehole Clearance to 5’ bgs beyond 20 minutes may require a change order for additional time and cost.

Per Diem (2 man crew)

Materials: 1" PVC Well Installation

Materials: 1" x 5' PVC .010 Slot Prepack Screen, 3" Exp Point

Well Development (up to 1/2 hour w/Pump)

2' x 2' Concrete Pad w/8" BD Completion

(813) 971-3882

(5) 1" x 15' PVC Well w/10' of .010 Prepack Screen, 2' x 2' Pad w/8" BD Completion, No Soil Sampling

(1) DPT Litho Boring to 50' bls w/Continuous Macrocores to Depth. Borehole Grout and Patch to Surface

(1) 1" x 50' PVC Well w/5' of .010 Slot Prepack Screen, 2' x 2' Pad w/8" BD Completion, No Soil Sampling

Materials: (2) 1" x 5' PVC .010 Slot Prepack Screen, 3" Exp Point

Materials: Soil Sample Liners

(7) DPT GW Profiling Borings to 50' w/Sampling at 5 Intervals from GWT (6-10', 20-24', 30-34', 40-44' and 50-54' Soil Sampling to ~6' (to GWT). Borehole Grouting and Patch to Surface.

Materials: GW Sampling Points

ROW Permits and MOT Responsibility of the Client

PROJECT

Courtesy Cleaners 700 Osprey Avenue

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

5904 Hampton Oaks Pkwy Suite F

CUSTOMER

GHD

Brian Moore

Tampa, Florida 33610 Sarasota, Florida

DPT Soil and GW Sampling w/Well Installation

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

GHD SERVICES INC

REQUEST FOR DRILLING BIDS

Courtesy Cleaners 700 S Osprey Ave, Sarasota, Sarasota County, Florida

FDEP Drycleaner Program Site

GHD Services Inc. (GHD) is requesting bids for continuous soil sampling to depth, groundwater profiling, and the construction of monitoring wells at the above-referenced project Site. The drycleaner is standalone facility with multiple buildings. Underground utility services are assumed to be present and active.

Expected lithology beneath the site includes gray to light gray fine sand from land surface to 3 feet below land surface (bls). Black to dark brown organic stained fine sand is expected at 3 feet bls, which is underlain by light yellowish brown fine sand to a depth of 12 feet bls. White calcareous fine sand is expected between 12 and 14 feet bls. Although not documented in the file, dense clay is expected to be encountered within 25 feet of land surface. The depth to water at the site is expected to be on the order of 3 to 5 feet bls.

The Driller will provide cost estimates to obtain continuous soil samples using direct-push techniques at one (1) location, advance seven (7) direct-push profiling points, install five (5) shallow monitoring wells, and one (1) deep well. GHD will obtain permission from the Owner and contact the statewide utility location services. The Driller will obtain all necessary well permits.

The following are the specifications:

Lithology Boring – one (1) Exterior Locations

1. The Driller will obtain continuous soil samples from surface to the total depth (50 feet) of investigation.

2. GHD desires to obtain representative soil samples from land surface to a projected total depth of 50 ft bls using hand auger and direct-push equipment.

3. Upon completion, the borehole shall be backfilled with Portland cement, or a Portland cement/bentonite mixture. The backfill material will be placed using a grout pump from the bottom up.

Direct-Push Sampling – seven (7) Exterior Locations

1. The Driller will obtain continuous soil samples from surface to the water table at all boring locations.

2. GHD desires to obtain representative soil (above the water table) and groundwater samples to a projected total depth of 50 ft bls at each location. Continuous soil samples will be collected from above the water table (estimated at 4 to 6 ft bls) and groundwater samples will be collected at approximately 10-ft intervals to the total depth, starting at the water table.

3. The boreholes shall be backfilled with Portland cement, or a Portland cement/bentonite mixture. The backfill material will be placed using a grout pump from the bottom up.

Exterior Shallow Monitoring Wells (5) Locations

1. During same mobilization, use direct-push techniques to install five exterior permanent monitoring wells. Driller shall specify the actual drilling method proposed. The actual depth will be determined in the field by GHD’s field representative based on the Site lithology and groundwater screening results. The projected total depths are 15 ft bls.

2. The wells will be constructed of 1-inch diameter, Schedule 40 PVC casing and 0.010-inch slotted, factory “pre-packed” screen.

3. The screened interval will be 10 feet in length, based on a field determination by GHD.

4. The remaining space between borehole wall and the well screen will be backfilled with 20/30 gradational silica sand up to approximately one foot above the well screen. A one foot section of fine (30/65 gradational silica) sand will be placed above the sand pack as a seal.

5. The sand pack and seal will be poured or tremied in place as the drive casing is removed. The

Driller will ensure proper placement of sand and verify that the sand pack has not bridged. The depth to the top of the sand pack will be verified.

6. The annular area above the fine sand seal will be topped with neat cement grout to prevent surface runoff from entering the annular area.

7. The wells will be completed at ground surface with a flush-mounted concrete pad, bolt-down steel cover and water-tight locking cap.

Exterior Deep Monitoring Well (1) Location

1. During same mobilization, use direct-push techniques to install one deep exterior permanent monitoring well. Driller shall specify the actual drilling method proposed. The actual depth groundwater screening results. The projected total depth is 50 ft bls.

2. The well will be constructed of 1-inch diameter, Schedule 40 PVC casing and 0.010-inch

3. The screened interval will be 5-10 feet in length, based on a field determination by GHD.

gradational silica sand up to approximately one foot above the well screen. A one foot section of fine (30/65 gradational silica) sand will be placed above the sand pack as a seal.

7. The well will be completed at ground surface with a flush-mounted concrete pad, bolt-down

All down-hole tools will be steam-cleaned between locations.

Following installation, each well will be developed by overpumping until the discharge stream is free of visible sediments. GHD will oversee the development process and determine when the development is complete at each location.

All discharge water and drill cuttings will be containerized in 55-gallon drums suitable for later shipping. The Driller shall provide the cost per drum in the lump sum bids below.

If additional mobilizations are required, the bid rates provided will be used.

Bids must be submitted on the attached form to the contact shown below:

Brian Moore GHD Services Inc.

5904 Hampton Oaks Parkway, Suite F Tampa, Florida 33610

Phone: (813) 257-0658 Fax: (813)971-1862.

GHD BID FORM

Courtesy Cleaners

700 S Osprey Ave, Sarasota, Sarasota County, Florida

ITEM 1 Mobilization Lump Sum Cost Per Mobilization: $

ITEM 2 Advance one (1) exterior lithology boring to 50 ft bls. Drum all wastes.

Lump Sum Cost per exterior lithology boring (est @ 50’) $ /Boring

ITEM 3 Advance seven (7) exterior direct-push profile borings with continuous soils above water table and groundwater profiling at app. 10 ft intervals to 50 ft bls. Drum all wastes.

Lump Sum Cost per exterior DP profile (est @ 50’) $ /Profile

ITEM 4 Install five (5) exterior shallow monitoring wells. Develop wells. Drum all wastes.

Lump Sum Cost per exterior Shallow Well (est @ 15’) $ /Well

ITEM 5 Install one (1) exterior deep monitoring well. Develop wells. Drum all wastes.

Lump Sum Cost per exterior Deep Well (est @ 50’) $ /Well

REQUIRED ADDITIONAL INFORMATION

Number of days required to complete DP Profiling: days

Number of days required to complete well network: days

Cost to supply, fill, and stage drums at central area: per drum

Number of drums required drums

Cost for well installation permits: each Total for permits

Quote austin_pdsflorida.co Typewritten Text 1,250.00 austin_pdsflorida.co Typewritten Text 775.00 austin_pdsflorida.co Typewritten Text 800.00 austin_pdsflorida.co Typewritten Text 975.00 austin_pdsflorida.co Typewritten Text 1,575.00 austin_pdsflorida.co Typewritten Text 2.5 austin_pdsflorida.co Typewritten Text austin_pdsflorida.co Typewritten Text $75.00 austin_pdsflorida.co Typewritten Text austin_pdsflorida.co Typewritten Text $475 austin_pdsflorida.co Typewritten Text austin_pdsflorida.co Typewritten Text $15,075.00

Bidder agrees that the proposed costs for the work specified in this bid package will be good for a period of 180 days from the bid opening.

Name of Bidder Authorizing Signature and Title

Address Date austin_pdsflorida.co Typewritten Text Austin Bonacum austin_pdsflorida.co Typewritten Text 8820 66th St N, Pinellas Park, FL austin_pdsflorida.co Typewritten Text 4/7/23 austin_pdsflorida.co Typewritten Text , Project Estimator

GHD SERVICES INC

REQUEST FOR DRILLING BIDS

Courtesy Cleaners 700 S Osprey Ave, Sarasota, Sarasota County, Florida

FDEP Drycleaner Program Site

GHD Services Inc. (GHD) is requesting bids for continuous soil sampling to depth, groundwater profiling, and the construction of monitoring wells at the above-referenced project Site. The drycleaner is standalone facility with multiple buildings. Underground utility services are assumed to be present and active.

Expected lithology beneath the site includes gray to light gray fine sand from land surface to 3 feet below land surface (bls). Black to dark brown organic stained fine sand is expected at 3 feet bls, which is underlain by light yellowish brown fine sand to a depth of 12 feet bls. White calcareous fine sand is expected between 12 and 14 feet bls. Although not documented in the file, dense clay is expected to be encountered within 25 feet of land surface. The depth to water at the site is expected to be on the order of 3 to 5 feet bls.

The Driller will provide cost estimates to obtain continuous soil samples using direct-push techniques at one (1) location, advance seven (7) direct-push profiling points, install five (5) shallow monitoring wells, and one (1) deep well. GHD will obtain permission from the Owner and contact the statewide utility location services. The Driller will obtain all necessary well permits.

The following are the specifications:

Lithology Boring – one (1) Exterior Locations

1. The Driller will obtain continuous soil samples from surface to the total depth (50 feet) of investigation.

2. GHD desires to obtain representative soil samples from land surface to a projected total depth of 50 ft bls using hand auger and direct-push equipment.

3. Upon completion, the borehole shall be backfilled with Portland cement, or a Portland cement/bentonite mixture. The backfill material will be placed using a grout pump from the bottom up.

Direct-Push Sampling – seven (7) Exterior Locations

1. The Driller will obtain continuous soil samples from surface to the water table at all boring locations.

2. GHD desires to obtain representative soil (above the water table) and groundwater samples to a projected total depth of 50 ft bls at each location. Continuous soil samples will be collected from above the water table (estimated at 4 to 6 ft bls) and groundwater samples will be collected at approximately 10-ft intervals to the total depth, starting at the water table.

3. The boreholes shall be backfilled with Portland cement, or a Portland cement/bentonite mixture. The backfill material will be placed using a grout pump from the bottom up.

Exterior Shallow Monitoring Wells (5) Locations

1. During same mobilization, use direct-push techniques to install five exterior permanent monitoring wells. Driller shall specify the actual drilling method proposed. The actual depth groundwater screening results. The projected total depths are 15 ft bls.

2. The wells will be constructed of 1-inch diameter, Schedule 40 PVC casing and 0.010-inch

3. The screened interval will be 10 feet in length, based on a field determination by GHD.

gradational silica sand up to approximately one foot above the well screen. A one foot section of fine (30/65 gradational silica) sand will be placed above the sand pack as a seal.

7. The wells will be completed at ground surface with a flush-mounted concrete pad, bolt-down

Exterior Deep Monitoring Well (1) Location

1. During same mobilization, use direct-push techniques to install one deep exterior permanent monitoring well. Driller shall specify the actual drilling method proposed. The actual depth groundwater screening results. The projected total depth is 50 ft bls.

2. The well will be constructed of 1-inch diameter, Schedule 40 PVC casing and 0.010-inch

3. The screened interval will be 5-10 feet in length, based on a field determination by GHD.

gradational silica sand up to approximately one foot above the well screen. A one foot section of fine (30/65 gradational silica) sand will be placed above the sand pack as a seal.

7. The well will be completed at ground surface with a flush-mounted concrete pad, bolt-down

All down-hole tools will be steam-cleaned between locations.

Following installation, each well will be developed by overpumping until the discharge stream is free of visible sediments. GHD will oversee the development process and determine when the development is complete at each location.

All discharge water and drill cuttings will be containerized in 55-gallon drums suitable for later shipping. The Driller shall provide the cost per drum in the lump sum bids below.

If additional mobilizations are required, the bid rates provided will be used.

Bids must be submitted on the attached form to the contact shown below:

Brian Moore GHD Services Inc.

Tampa, Florida 33610

Phone: (813) 257-0658 Fax: (813)971-1862.

GHD BID FORM

Courtesy Cleaners

700 S Osprey Ave, Sarasota, Sarasota County, Florida

ITEM 1 Mobilization Lump Sum Cost Per Mobilization: $

ITEM 2 Advance one (1) exterior lithology boring to 50 ft bls. Drum all wastes.

Lump Sum Cost per exterior lithology boring (est @ 50’) $ /Boring

ITEM 3 Advance seven (7) exterior direct-push profile borings with continuous soils above water table and groundwater profiling at app. 10 ft intervals to 50 ft bls. Drum all wastes.

Lump Sum Cost per exterior DP profile (est @ 50’) $ /Profile

ITEM 4 Install five (5) exterior shallow monitoring wells. Develop wells. Drum all wastes.

Lump Sum Cost per exterior Shallow Well (est @ 15’) $ /Well

ITEM 5 Install one (1) exterior deep monitoring well. Develop wells. Drum all wastes.

Lump Sum Cost per exterior Deep Well (est @ 50’) $ /Well

REQUIRED ADDITIONAL INFORMATION

Number of days required to complete DP Profiling: days

Number of days required to complete well network: days

Cost to supply, fill, and stage drums at central area: per drum

Number of drums required drums

Cost for well installation permits: each for permits

Quote

2,350.00

2,645.00

820.00

1,410.00

3,215.00

Included in rate

225.00

$21,225.00

Bidder agrees that the proposed costs for the work specified in this bid package will be good for a period of 180 days from the bid opening.

Name of Bidder Authorizing Signature and Title

Address Date

Cascade Remediation Services

3020 Avondale Mill Road Macon, GA 4/10/2023

/ Project Manager

408 Ditmar Street

Pensacola, FL 32503

ErwinRemediation@Gmail.com - P.O. Box 884 Gulf Breeze, FL 32562

(850) 292-6511

To: Mr. Brian Moore

Tampa, FL 33610

April 18, 2023

Re: Non-Hazardous Drum Transport and Disposal – Courtesy Cleaners- Sarasota, FL

Mr. Moore:

The price for transport and disposal of 55-gallon drums of non-hazardous soil, mud, and/or water located in Sarasota, FL will be $110.00 per drum.

Please ensure that all drum lids are properly secured and that drums are on a level surface like the surrounding area (i.e., not on a pallet, etc.). A single False Mobilization fee will apply if our driver is not able to locate a drum on site or if we are unable to access the property due to a locked gate, etc.

Please feel free to contact me if you have any questions.

Respectfully, Robert Donado Erwin Remediation, Inc.

Email: robert@erwinremediation.com

From: Craig Burns To: Brian Moore Subject: GHD_IDW Drums Date: Tuesday, April 18, 2023 10:31:07 AM Attachments: image001.png image002.png image003.png image004.png image005.png image473297.png image092477.png image268420.png image857886.png image891466.png image120998.png

See bold font below for rates Brian www.enviroserve.com

24/7 Emergency Response

(800) 488‑0910

Craig Burns Account Manager 755 Prairie Industrial Pkwy Mulberry, FL 33860 M 863 327 6289 craigburns@enviroserve.com

From: Brian Moore <Brian.Moore@ghd.com> Sent: Tuesday, April 18, 2023 10:10 AM To: Craig Burns <craigburns@enviroserve.com> Subject: IDW Drums ZjQcmQRYFpfptBannerEnd

Craig, Can you provide a quote for IDW drum (soil or water) disposal at the below sites

Courtesy Cleaners – Sarasota $120/per drum plus $50 low stop plus 10% to total invoice Ideal Cleaners – Clearwater $120/per drum plus $50 low stop plus 10% to total invoice China Boy Cleaners – Largo $120/per drum plus $50 low stop plus 10% to total invoice

Assume non haz water/soil

Estimate is 1 soil/2 water per site

Thank you

BRIAN MOORE PE

GHD

Proudly employee owned | ghd.com 5904 Hampton Oaks Parkway Suite F Tampa FL 33610 USA O 813 971 3882 D 813 257 0658 M 813 335 2147 E brian.moore@ghd.com

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