CN-370000-HW681-DC042B.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.

HW681

DC042B Completion March 15, 2024

CDM Smith Inc. will conduct Site Assessment in accordance with the June 15th, 2023 Scope of Work and Cost Proposal.

Kyle McMurray 850-245-8973 Contractor Contractor

Contractor Contractor

Contractor Contractor

Contractor

CDM Smith Inc.

CDM Smith Inc.

Shayne Wood 904-527-6703

ERIC_4991

5752 N. Orange Blossom Trail Orlando, Orange County, Florida

Rosemont Cleaners

✔ $ 120,474.17

$ 120,474.17

Scope of Work

Shayne Wood

Vice President

6/28/2023

Shayne Wood Digitally signed by Shayne Wood DN: C=US, E=woodsh@cdmsmith.com, CN=Shayne Wood Date: 2023.06.28 11:40:56-04'00'

Teresa Booeshaghi

Teresa Booeshaghi Digitally signed by Teresa Booeshaghi Date: 2023.06.28 09:50:51 -04'00'

6/28/23

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

Subtask 2 Site Preparation Underground Utility and Boundary Survey, Paid invoices for subcontractors

08/30/2023

Subtask 3 Stage I Field Investigation Laboratory analytical reports, field documentation, boring logs, data tables, paid invoices for subcontractors

09/15/2023

Subtask 4 Stage II Field Investigation Laboratory analytical reports, field documentation, boring logs, data tables, paid invoices for subcontractors

10/30/2023

Subtask 5 Site Assessment Report 02/15/2024

Subtask 2 Site Preparation $ 16,140.93

Subtask 3 Stage I Field Investigation $ 64,167.94

Subtask 4 Stage II Field Investigation $ 23,016.82

Subtask 1 and 5 Site Assessment Report + Project Management $ 17,148.48

$ 120,474.17

HW681

DC042B

FLORIDA DEPARTMENT OF

Environmental Protection

Bob Martinez Center

2600 Blair Stone Road Tallahassee, FL 32399-2400

Ron DeSantis Governor

Jeanette Nuñez

Lt. Governor

Shawn Hamilton Secretary

TO: HW681 Contract File

FROM: Kyle McMurray, Contract Manager

DATE: June 26, 2023

SUBJECT: Negotiation Summary

Task Assignment DC042B Rosemont Cleaners

ERIC_4991

SAR

CDM Smith Inc. (CDM) will prepare a Site Assessment Report. Specific subtasks are detailed below:

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

Subtask 2: Site Survey CDM Smith will subcontract a utility location services company to provide a complete survey of the utilities and provide oversight for the Utility Survey.

Subtask 3: Stage I Field Investigation:

A continuous lithologic boring will be cored using DPT to obtain detailed site-specific lithologic and stratigraphic information for the site. A detailed geologic log will be recorded, and the boring will be backfilled with grout using a tremie pipe. The Stage I Field Investigation will delineate the extent of volatile organic halocarbons (VOHs) exceeding the Soil Cleanup Target Levels (SCTLs). Split soil samples will be collected and will be held for Synthetic Precipitate Leaching Procedure (SPLP) testing for samples that are below the direct-contact SCTL and above the default leachability SCTL. Soil borings will be completed by CDM. Borings will be installed using hand augers and concrete coring will be completed at each of the ten locations.

Soil samples will be collected for laboratory analyses at the following depths: 0 to 0.5 feet bls, 0.5 to two feet bls, and at 2-foot intervals. One soil boring near the former drycleaning machine will be completed as a 1-inch diameter monitoring well. The well will be developed and sampled for VOC analyses by EPA Method 8260. Soil borings will be completed as vapor extraction wells (VEW) for Modified Active Gas Sampling (MAGS™) testing. MAGS testing will be performed for each VEW in general accordance with the Modified Active Gas Sampling Manual dated October 12, 2004. CDM Smith assumes that setup, testing, and breakdown for all tests will require one day. Soil gas samples will be submitted to the laboratory for TO-15 analyses with standard reporting times. vertical groundwater profiling will be conducted using a direct-push technology (DPT) drill rig equipped with a groundwater screen point sampling system. Groundwater samples will be collected. In addition, a continuous lithologic boring will be cored using DPT to obtain detailed site-specific lithologic and stratigraphic information for the site.

Investigation derived waste (IDW) disposal is anticipated and has been accounted for under this subtask. Erwin Remediation for IDW disposal was chosen on a lowest-cost basis. 2 IDW bids are included and the 3rd from EnviroServe was non-responsive.

Subtask 4: Stage II Field Investigation:

CDM Smith currently plans to install 6 additional permanent groundwater monitoring wells. Prior to well installation, continuous soil cores will be collected to the total depth. Using direct push, shallow zone wells will be installed to a total depth of 22 feet bls. Sand pack will be installed to a depth of one foot above the screen, followed by a 1-foot-thick fine-grained sand seal, and the remainder of the borehole will be grouted. The wells will be purged and sampled for VOHs following installation and a full round of water levels will be collected to map the potentiometric surface.

Investigation derived waste (IDW) disposal is anticipated and has been accounted for under this subtask. Erwin Remediation for IDW disposal was chosen on a lowest-cost basis. 2 IDW bids are included and the 3rd from EnviroServe was non-responsive.

Subtask 5: Site Assessment Report:

CDM Smith will prepare a Site Assessment Report in general accordance with the requirements of FDEP Chapter 62-780, FAC. The report will summarize the history of the Site, physical and geologic conditions, all field work completed by CDM Smith, field and laboratory data, conclusions, and recommendations.

CDM and the FDEP confirmed on June 26th, 2023, that an Access Agreement with the current real property owner of the site has been executed.

The final cost total for Task Assignment DC042B is $120,474.17.

TABLE 1

FDEP COST ESTI MATE

Contractor: CDM Smith, Inc.

Date: 14-Jun-23

Task #: SubTask 1 Project Management SubTask 6

Site: SubTask 2 Site Survey SubTask 7

Activity/Phase: Initial Site Assessment SubTask 3 Stage I Field Investigation SubTask 8

Project Manager: Kara Fincham SubTask 4 Stage II Field Investigation SubTask 9

SubTask 5 Site Assessment Report SubTask 10

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

$63.58 Project Manager K. Fincham 26.9 26.9 $60.10 PTL/PM K. Leggoe 15.0 0.0 5.0 2.0 8.0 0.0 0.0 0.0 0.0 0.0 $69.24 PTL/PM D. Anderson 12.0 0.0 4.0 4.0 4.0 0.0 0.0 0.0 0.0 0.0 $44.84 Professional II A. Ryan 178.0 2.0 82.0 34.0 60.0 0.0 0.0 0.0 0.0 0.0 $23.26 Professional I L. Weber 148.0 18.0 85.0 21.0 24.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 $0.00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Hours 379.90 26.90 20.0 176.0 61.0 96.0 0.0 0.0 0.0 0.0 0.0

Direct Labor $14,866.71 $1,710.33 $508.36 $6,231.44 $2,410.18 $4,006.40 $0.00 $0.00 $0.00 $0.00 $0.00

Overhead 135.00% $20,070.06 $2,308.95 $686.29 $8,412.44 $3,253.74 $5,408.64 $0.00 $0.00 $0.00 $0.00 $0.00 Gen & Admin 0.00% $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fringe 37.70% $5,604.74 $644.79 $191.65 $2,349.25 $908.64 $1,510.41 $0.00 $0.00 $0.00 $0.00 $0.00 Total Labor $40,541.51 $4,664.07 $1,386.30 $16,993.13 $6,572.56 $10,925.45 $0.00 $0.00 $0.00 $0.00 $0.00

Rosemont Cleaners ERIC_4911

REV: 02/03 CEF CDM Smith Page 1

TABLE 1

FDEP COST ESTI MATE

Contractor: CDM Smith, Inc.

Date: 14-Jun-23

Task #: SubTask 1 Project Management SubTask 6

Site: SubTask 2 Site Survey SubTask 7

Activity/Phase: Initial Site Assessment SubTask 3 Stage I Field Investigation SubTask 8

Project Manager: Kara Fincham SubTask 4 Stage II Field Investigation SubTask 9

SubTask 5 Site Assessment Report SubTask 10

Totals 1 2 3 4 5 6 7 8 9 10

Rosemont Cleaners ERIC_4911

Travel Vehicle Rental $960.00 $240.00 $240.00 $480.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mileage Costs $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Air Fare $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Per diem + Hotel $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Travel $960.00 $240.00 $240.00 $480.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor (Equipment Procurement) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor Subtotal $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Procurement Fee $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor (Services Procurement) Drilling (Conventional) $20,695.00 $0.00 $13,295.00 $7,400.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Drilling (Non-conventional) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mobile Laboratory $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Surveying $14,875.00 $12,060.00 $0.00 $2,815.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 IDW - Erwin $1,625.00 $0.00 $0.00 $1,625.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Utilities $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Site Lines LLC $800.00 $800.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subcontractor Subtotal $37,995.00 $12,860.00 $13,295.00 $11,840.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Handling Fee $3,799.50 $1,286.00 $1,329.50 $1,184.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $41,794.50 $14,146.00 $14,624.50 $13,024.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Laboratory Analytical Costs $22,185.00 $0.00 $21,285.00 $900.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fast Turnaround Charges $3,240.00 $0.00 $3,240.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Sample Shipping+ice $2,119.00 $0.00 $1,956.00 $163.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Laboratory $27,544.00 $0.00 $26,481.00 $1,063.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Field Expenses Personal Protection $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Expendables $560.00 $80.00 $320.00 $160.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Other $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Analytical related) $3,845.00 $0.00 $3,435.00 $410.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (IDW drums) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Other) $1,175.00 $150.00 $375.00 $650.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Field Expenses $5,580.00 $230.00 $4,130.00 $1,220.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subtotal $116,420.01 $4,664.07 $16,002.30 $62,468.63 $22,359.56 $10,925.45 $0.00 $0.00 $0.00 $0.00 $0.00 Completion Fee $4,054.16 $466.41 $138.63 $1,699.31 $657.26 $1,092.55 $0.00 $0.00 $0.00 $0.00 $0.00

Total Estimated Cost $120,474.17 $5,130.48 $16,140.93 $64,167.94 $23,016.82 $12,018.00 $0.00 $0.00 $0.00 $0.00 $0.00

REV: 02/03 CEF CDM Smith Page 2

SITE : Rosemont Cleaners ERIC_4911 SUBTASK: 2 Site Survey

DATE: 6/14/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Professional II A. Ryan Prepare HASP 2

Professional I L. Weber Utility Locate with 1 hr roundtrip mobilization 8

Survey Oversight with 1 hr roundtrip mobilization 10

Staff Hours

A. Ryan 2

L. Weber 18

Total: 20

TOTAL LABOR 20

VEHICLE TYPE RATE UNIT USEAGE

Truck Utility Locate & Survey $120.00 days 2 $240.00

TOTAL VEHICLE $240.00

SUBCONTRACTOR COSTS

NAME PURPOSE RATE UNITS USEAGE Subtotal

Site Lines LLC Private Utility Locate $800 1 $800.00

Southeastern Surveying Site Survey $12,060 1 $12,060.00

TOTAL $12,860.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES

TOTAL LAB

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Site Reconnaissance Kit $150.00 day 1 $150.00

Expendables $40.00 day 2 $80.00

TOTAL EQUIPMENT $230.00

SUBTASK: 3 Stage I Field Investigation

DATE: 6/14/2023

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

PTL/PM KL Prepare field scope of work 1

Determine Field Activities based on field data 4

PTL/PM DA Provide Technical Guidance for fieldwork 4

Professional II AR Field Event Preparation 1

Arrange for site access with owner 2

Prepare Sample Kit request 1

Update HASP 1

Mobilization drilling 1 hr round trip (5 days) 5

7 soil borings (1 day) 10

Vapor Extraction Well Installation plus one interior well (2 days) 20

10 Vertical profiles (2 days) 20

Mobilization MAGS Testing 1 hr round trip (2 days) 2

MAGs Testing (2 days) 20

Professional I L. Weber Mobilization drilling 1 hr round trip (5 days) 5

7 soil borings (1 day) 10

Vapor Extraction Well Installation (2 days) 20

10 Vertical profiles (2 days) 20

Mobilization MAGS Testing 1 hr round trip (2 days) 2

MAGs Testing (2 days) 20

IDW Management 8

Staff Hours D. Anderson 4.0

A. Ryan 82.0

L. Weber 85.0

K. Leggoe 5.0 Total: 176.0

TOTAL LABOR 176

VEHICLE TYPE PURPOSE RATE UNIT USEAGE

Truck drilling $480.00 week 1 $480.00

Truck MAGS testing $120.00 day 2 $240.00

TOTAL VEHICLE $240.00

SUBCONTRACTOR COSTS

NAME PURPOSE RATE UNITS USEAGE Subtotal

EDS Ph I drilling $13,295 lump sum 1 $13,295.00

TOTAL $13,295.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES

Soil 8260B DTW ~5' bls, 4 soil samples at each SB $150.00 68 $10,200.00

5 day TAT 20% $2,040.00

SPLP Extraction - 1312 $55.00 14 $770.00

SPLP Aqueous - 8260B $150.00 14 $2,100.00

Sample Shipping $150.00 7 $1,050.00

Ice $6.50 14 $91.00

Groundwater 8260B $150 40 $6,000.00

5 day TAT 20% $1,200.00

Soil Gas TO-15 $200.00 9 $1,800.00

Soil TCLP VOCs (IDW) $210.00 1 $210.00

Water VOCs (IDW) $205.00 1 $205.00

Sample Shipping $150.00 5 $750.00

Ice $6.50 10 $65.00

TOTAL LAB $26,481.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Encore Sampler $16.00 Each 68 $1,088.00

Expendables $40.00 Days 8 $320.00

Total Survey Station $50.00 Days 1 $50.00

Soil Sampling Kit (through concrete) $235.00 Days 2 $470.00

Shallow Groundwater Sampling/Soil Vapor Screening Kit $290.00 Days 2 $580.00

Monitoring Well Installation Kit $325.00 Days 1 $325.00

Mags Investigation Kit $500.00 Days 2 $1,000.00

Summa Canister $33.00 each 9 $297.00

TOTAL EQUIPMENT $4,130.00

SUBTASK: 4 Stage II Field Investigation

DATE:

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

PTL/PM K. Leggoe Determine Field activities based on field data 2

PTL/PM D. Anderson Provide Technical Guidance for fieldwork 4

Professional II A. Ryan Field Event Preparation 1

Prepare Sample Kit 1

Prepare Field forms/labels 1

Mobilization 1 hr round trip (2 days) 2

Install 4 Monitoring Wells (2 days) 20

Mobilization 1 hr round trip (1 day) 1

Sample 5 Monitoring Wells 8.0

Professional I L. Weber Survey oversight (8 hr) + roundtrip mobilization (1 hr) 9

IDW Management 4

Data Deliverable preparation 8

Staff Hours D. Anderson 4

A. Ryan 34

L. Weber 21

K. Leggoe 2

Total: 61

TOTAL LABOR 61

VEHICLE TYPE RATE UNIT USEAGE

Truck $120.00 day 4 $480.00

TOTAL VEHICLE $480.00

SUBCONTRACTOR COSTS

NAME PURPOSE Unit COST

EDS Drilling, See Attachment A 1 $7,400.00 $7,400.00

Southeastern Survey Survey, see Attachment A 1 $2,815.00 $2,815.00

Erwin Remediation IDW Disposal, see Attachment A 13 $125.00 $1,625.00

TOTAL $11,840.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES

Groundwater 8260B (5 wells, 1 dup) $150.00 6 $900.00

Sample Shipping $150.00 1 $150.00

Ice $6.50 2 $13.00

TOTAL LAB $1,063.00

EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS

Expendables $40.00 Days 4 $160.00

Shallow Groundwater Sampling Kit $290.00 Days 1 $290.00

Monitoring Well Installation Kit $325.00 Days 2 $650.00

Tubing/HDPE $0.40 per foot 300 $120.00

TOTAL EQUIPMENT $1,220.00

6/14/2023

SUBTASK: 4 Site Assessment Report

DATE:

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

PTL/PM K. Leggoe SAR Preparation of conclusions and recommendations 8

PTL/PM D. Anderson SAR Preparation/PE seal 4

Professional II A. Ryan SAR Preparation - body of document 60

Professional I L. Weber Assist in SAR Preparation - text, data tables, figures, etc 24

Staff Hours D. Anderson 4

A. Ryan 60

L. Weber 24

K. Leggoe 8

Total: 96

TOTAL LABOR 96

6/14/2023

4651 Salisbury Road, Suite 420

Jacksonville, Florida 32256 tel: 904.731.7109

June 15, 2023

Mr. Kyle McMurray Florida Department of Environmental Protection Hazardous Waste Cleanup Section 2600 North Blair Stone Road, MS 4520 Tallahassee, Florida 32399-2400

Subject: Rosemont Site Assessment Proposal 5752 N. Orange Blossom Trail Orlando, Orange County, Florida

ERIC_4991

Dear Mr. McMurray:

CDM Smith Inc. (CDM Smith) is pleased to respond to the Florida Department of Environmental Protection (FDEP) Task Assignment Request to provide site assessment services for Rosemont Cleaners Site Assessment Work Plan site under Contract Number HW681. The scope of work, and project schedule are described below, and the cost estimate is also attached.

Site Assessment Scope of Work CDM Smith understands that FDEP would like to complete the initial site assessment within approximately eight months, leaving four months as a contingency to complete the site assessment within one year. The subtasks are described below.

Subtask 1 – Project Management Project management activities performed under this task generally consist of administrative functions required to maintain the project schedule, adhere to budget, and deliver the quality of the work products defined by CDM Smith's quality standards. We will prepare and submit invoices upon approval of each deliverable or milestone completion.

Project Kickoff and Progress Meetings CDM Smith expects to have a kickoff meeting or telephone conference with the FDEP to review the status of the project and address FDEP comments regarding the Task Assignment. CDM Smith will prepare meeting agendas and notes as part of this task.

Project Quality Technical Review CDM Smith's Quality Management System guidelines will be followed. Internal quality reviews will be conducted on plans and on investigation findings and reports.

Project Status Reports CDM Smith's Project Manager will prepare and submit monthly status reports to accompany each invoice throughout the duration of this project. The Project Manager will also discuss the status of the project with the FDEP on a bi-weekly basis until the project is complete.

Subtask 2 – Site Survey Underground Utility and Boundary Survey The work plan identified only a portion of the underground utilities. CDM Smith will subcontract a utility location services company to provide a complete survey of the utilities and provide oversight for the Utility Survey.

In addition, CDM Smith will subcontract a surveying company to conduct a complete boundary survey and will provide oversight prior to the beginning of fieldwork.

Deliverable: Surveys, paid invoices to surveyors

Subtask 3 – Stage I Field Investigation Initially, a continuous lithologic boring will be cored using DPT to obtain detailed site-specific lithologic and stratigraphic information for the site at a location immediately north of the facility.

The target boring depth will be 50 feet below land surface (bls), refusal, or the top of the SAS limestone. A detailed geologic log will be recorded, and the boring will be backfilled with grout using a tremie pipe.

The Stage I Field Investigation will delineate the extent of volatile organic compounds (VOCs) exceeding the Soil Cleanup Target Levels (SCTLs). Split soil samples will be collected and will be held for Synthetic Precipitate Leaching Procedure (SPLP) testing for samples that are below the direct-contact SCTL and above the default leachability SCTL.

Soil borings will be completed by CDM Smith at 17 locations. Borings will be installed using DPT and concrete coring will be completed at each of the 17 locations.

Soil samples will be collected for laboratory analyses at the following depths: 0 to 0.5 feet bls, 0.5 to two feet bls, and at 2-foot intervals thereafter to the water table (estimated at 5 feet bls). The soil samples will be submitted for laboratory analysis by United States Environmental Protection Agency (EPA) Method 8260 for VOCs. CDM Smith assumes up to 119 samples will be collected.

CDM Smith will collect duplicate samples at each interval to be analyzed by SPLP but will identify which samples to run for SPLP after the initial data is received from the laboratory. The cost for 20% of the soil samples were assumed to be run for SPLP in this proposal.

Nine of the soil borings will be completed as vapor extraction wells (VEWs) for Modified Active Gas Sampling (MAGS™) testing. The VEW well screens will be installed to a depth of one foot above the water table (estimated at 5 feet bls) and the top of the screen will terminate at a depth of approximately 1-foot bls. The total depth of the VEWs is expected to be 11-feet bls. The VEWs will be constructed using 10-feet of 2-inch diameter, 0.010-inch factory-slotted polyvinyl chloride (PVC) well screen, coupled with one foot of solid PVC riser. Each of the VEWs will be installed using a stainless steel hand auger. 20/30 graded silica sand will be placed from the bottom of the borehole to approximately 0.5 feet above the well screen, followed by 0.5 feet of neat cement grout. The VEWs will be completed within an 8-inch bolt-down flush-mount manhole.

MAGS testing will be performed for each VEW in general accordance with the Modified Active Gas Sampling Manual dated October 12, 2004, prepared by HSA Engineers & Scientists. More specifically:

To begin the MAGS testing, a step test will be performed at VEW001, where a vacuum of approximately 15 inches of water (“H2O) will be applied. Vacuum and flow rate readings will be recorded, along with vacuum readings at select monitor wells and designated vacuum monitoring points. Influent PID readings will also be recorded. The vacuum will be increased to approximately 30 “H2O, where additional data like that specified above will be recorded. The final step will be to increase the vacuum to approximately 45 “H2O, with the final set of data recorded. Actual vacuums applied during each step may vary based on site conditions. Each step is expected take 15 minutes, for a total of 45 minutes for the step test.

Using the optimum flow rate and vacuum determined from the step test, vapor samples will be collected at each VEW. The vapor samples will be collected using a 6-liter Summa canister. A purge time will be calculated based on the flow rate and estimated radius of influence, to ensure the collection of steady-state data. Vacuum and flow rate readings will be recorded, along with vacuum readings at select monitor wells and designated vacuum monitoring points, at 15-minute intervals for a total duration of one hour. Influent PID readings will also be recorded.

CDM Smith assumes that setup, testing, and breakdown for all tests will require one day. A total of nine soil gas samples will be submitted to the laboratory for TO-15 analyses with standard reporting times.

Following MAGS™ testing, vertical groundwater profiling will be conducted at ten locations using a direct-push technology (DPT) drill rig equipped with a groundwater screen point sampling system.

Groundwater samples will be collected using DPT screen points at the following depth intervals: six to ten feet bls, 16 to 20 feet bls, 26 to 30 feet bls, and 36 to 40 feet bls or to depth of refusal or limestone, whichever occurs first. The groundwater samples will be collected directly, and laboratory analyzed for VOCs by EPA Method 8260.

At the completion of field events, the utilities that were marked during mobilization and all boring locations will be surveyed. Investigation-derived waste (IDW) collected up to this point will be characterized and transported off-site for disposal. A total of five drums of nonhazardous IDW are anticipated at the completion of Stage I.

Deliverable: Laboratory analytical reports, field documentation, boring logs, data tables, paid invoices for subcontractors

Subtask 4 – Stage II Field Investigation The monitoring well locations will be finalized based on the Stage I results. CDM Smith currently plans to install six permanent groundwater monitoring wells. Prior to well installation, continuous soil cores will be collected to the total depth. Using direct push, five shallow zone wells will be installed to a total depth of 22 feet bls. Each shallow monitoring well will be constructed using 12-feet of 1-inch diameter solid PVC riser, coupled with ten feet of 0.010-inch prepacked well screen.

Using hollow stem augers, one intermediate zone monitoring well will be installed to a total depth of 38 feet bls. The intermediate monitoring well will be constructed using 33 feet of 2-inch diameter solid PVC riser, coupled with five feet of 0.010-inch factory-slotted PVC well screen. Sand pack will be installed to a depth of one foot above the screen, followed by a 1-foot-thick fine-grained sand seal, and the remainder of the borehole will be grouted. The wells will be developed following completion.

The wells will be purged and sampled for VOCs following installation and a full round of water levels will be collected to map the potentiometric surface. The monitoring wells will be surveyed at the completion of Subtask 4, and IDW will be characterized and transported off-site for disposal. A total of five drums of nonhazardous IDW are anticipated at the completion of Stage II.

Deliverable: Completed well logs, laboratory analytical reports, paid invoices

Subtask 5 – Site Assessment Report CDM Smith will prepare a Site Assessment Report in general accordance with the requirements of FDEP Chapter 62-780, FAC. The report will summarize the history of the Site, physical and geologic conditions, all field work completed by CDM Smith, field and laboratory data, conclusions, and recommendations. Additional elements of the report will include the following:

Figures depicting site conditions

Figures depicting soil and groundwater data and estimated extent of impact

Groundwater elevation contour map

Tables summarizing field and analytical data

Soil/lithological logs

Monitoring well completion reports

Groundwater sampling logs and field equipment calibration records

Laboratory analytical reports and chain of custody documentation

Waste disposal manifests and weigh tickets

Subcontractors Subcontracted services are required for drilling, surveying, utility location, and IDW disposal. The bidding, results, and subcontractor selections are described below, and Attachment A includes a summary of the subcontractor cost comparisons.

Drilling Request for Quotations (RFQs) were sent to three pre-qualified drilling companies for all drilling services. The lowest cost bid was from Groundwater Protection. The quotes are included in Attachment A.

Surveying Southeastern Surveying and Mapping is a primary subcontractor for HW681 and other bids were not solicited for this project. The quote is included in Attachment A.

Utility Location Bids were obtained from Blood Hound, GPRS Inc., and Site Lines LLC to complete the utility survey.

Site Lines LLC was the lowest bid. The quotes are included in Attachment A.

IDW Disposal Rates for IDW removal and disposal were previously requested for HW681 from Erwin Remediation, Hepaco, and Enviroserve (formerly Clark Environmental). Erwin Remediation was the lowest cost and has been selected as the IDW disposal subcontractor for this project as shown in Attachment A.

Assumptions This scope and schedule have been prepared predicated on unknown site conditions. The scope and schedule may change depending on surveys and the drilling conditions. Drillers and other subcontractors’ availability may be limited and impact the schedule. In addition, this scope does not consider any weather delays. CDM Smith will communicate with the FDEP in a timely manner if this occurs to prepare the necessary paperwork for change orders.

Schedule CDM Smith’s proposed project schedule is shown below, with targeted completion of the Site Assessment process within eight months. The final dates on the schedule depend on Notice to Proceed (NTP) and subcontractor availability. Once CDM Smith receives NTP, the subcontractor’s availability will be confirmed, and the schedule may be adjusted. The deliverables and due dates are summarized in Table 2 below.

Table 2: Deliverables Schedule

Subtask 2 Deliverable:

Due Date:

Site Preparation Underground Utility and Boundary Survey, Paid invoices for subcontractors August 30, 2023

Subtask 3 Deliverable:

Due Date:

Stage I Field Investigation Laboratory analytical reports, field documentation, boring logs, data tables, paid invoices for subcontractors October 15, 2023

Subtask 4 Deliverable:

Due Date:

Stage II Field Investigation Laboratory analytical reports, field documentation, boring logs, data tables, paid invoices for subcontractors November 30, 2023

Subtask 5 Deliverable:

Due Date:

Site Assessment Report Site Assessment Report February 15, 2024

We look forward to working on this important project. Feel free to contact me at 904-527-6716 or by email with any questions or comments.

Sincerely, Kara E. Fincham, PMP Shayne Wood, P.E., PMP, BCEE Senior Project Manager Vice President CDM Smith CDM Smith FinchamKE@cdmsmith.com WoodSH@CDMSmith.com cc: David Anderson, P.G., CDM Smith

Attachment A Subcontractor Quotes

Item Description of Work Quantity Units Rate Extension

1.0 General Requirements

1.1 Utility Clearance-Obtain Sunshine 811 Dig Ticket, have utilities marked Lump Sum -$

1.2 Potable water - obtain permission/meter from local municipality, pay for water usage if a source is not available on-site Lump Sum -$

1.3 Mobilization/Demobilization including crew HASP(1) and Water Mgt.

District Well Installation Permits 1 Lump Sum 400.00$ 400.00$

1.4 Access improvements to drilling location(s) (if applicable) Lump Sum -$

1.5 Construct Temporary Decontamination Pad Lump Sum -$

1.6 DPT Drill Rig and Crew Daily Rate 5 Per Day 1,850.00$ 9,250.00$

1.6a DPT Crew Per Diem Per Day

1.7 Core drill for inside work 1 Per Day 250.00$

1.8 Additional Staff as Proposed by Subcontractor Per Day -$

1.9 Additional Equipment as Proposed by Subcontractor 1 Per Day 500.00$ 500.00$

2.0 Monitor or VEW Installation, Soil Sampling, Groundwater Sampling

2.1 Materials for Soil Sampling (please list supplies) provide unit -$

2.2 Materials for Water Sampling (please list supplies) 40 Per Point 2.00$ 80.00$

2.3 Materials for Borehole Abandonment (grout & patch) 4 Per Bag 20.00$ 80.00$

2.4 VEW Installation: 2" diameter, 2.5 or 5 feet 0.01-Inch Slot Screen 45 Per Linear Foot 35.00$ 1,575.00$

2.5 Monitor Well Install via Hand Auger inside a building + materials: 1- Inch Sch. 40 PVC Well Installation & Materials, 5 or 10 ft. pre-packed 0.01-Inch Slot Screens, 6 or 8-inch O.D. Borehole, Soil Sampling

10 Per Linear Foot 20.00$ 200.00$

2.6 2' x 2' x 0.5' Well Pad, Flush-Mounted Bolt-Down 8-Inch Manhole 10 Each 100.00$ 1,000.00$

2.7 2' x 2' x 0.5' Well Pad, Above-Ground Aluminum Riser, 4 Protective Safety Painted PVC Bollards

Each -$

2.8 Decontamination between drilling locations and prior to demobilization Per Day -$

2.9 Well Development, 3 well volumes or until volume used during drilling has been extracted via a submersible pump plus stabilization of field parameters

Per Well -$

2.10 Investigation Derived Waste Mgt. - supply applicable DOT 55-gallon drums and handling/staging

3 Per Drum 70.00$ 210.00$

2.11 Water Mgt. District Well Completion Reports Lump Sum -$

2.12 All decon and drilling water be must PFAS certified free, provide cost.

Each -$

2.12a Source of PFAS Free Water

3.0 Additional Items, as needed

please add as needed -$ -$

SUBTOTAL 13,295.00$

TOTAL 13,295.00$

5 Days

10 Hours

Days

Each

Environmental Drilling Service, Inc.

Company Name

Interstate Workers' Compensation Experience Modification Rate (EMR)

Pollution Liability Insurance Limit per Occurrence

Site Name: Rosemont Cleaners Site Address: 5752 North Orange Blossom Trail, Orlando, Orange County, Florida FDEP ERIC No. ERIC_4911

Total project duration Assumed work hours per day Assumed uninterrupted shift duration Assumed number of breaks

DRILLING CONTRACTOR BID SHEET

Drilling Method: Hollow Stem Auger, Sonic, Geoprobe® or Other:

Type and model of drill rig(s) Geoprobe 7822

Scope of Work: Hand clear all locations to 5 feet. Provide PFAS Free Water. Water levels estimated to be within this range: 3-12 ft bls -DPT install one (1) SB lithologic to 50 feet, collect continuous cores, plug and patch once complete.

-DPT install six (6) SBs to 10 ft (outside) and Hand Auger install eleven (11) SBs to 10 ft (inside), screen/sample collection to depth, plug and patch 8 locations (SBs not converted to VEWs).

-Convert nine (9) SBs to VEWs (2" diameter, 2.5 or 5 ft screen, estimate to 5 ft) complete with well pads/manholes.

-Hand Auger/Indoor dolly rig install one (1) monitor well inside the building to 10 feet, 1-Inch diameter Sch. 40 PVC Well Installation & Materials, 10 ft. 0.01-Inch Slot Screens prepacked with filter sand, complete with well pad/manhole.

-DPT install ten (10) Groundwater Monitoring Points (GMPs) to 40 ft, collect GW samples at 4 intervals, plug and patch once complete.

Drum all soil and development water.

Notes:

1 - All drilling crew members shall meet the required OSHA training and medical monitoring requirements contained in 29 CFR 1910.120 and work shall be conducted under the Contractor's site-specific Health and Safety Plan.

Drill crew size/number of rigs & crews proposed/first available date to begin the work

Florida Licensed Monitoring Well Driller & Certification Number

0.9 0.9 0.8

Authorized Representative Name and Title Carl Leonhardt VP of Operations

Signature and Date

2.0

9521.0

BID SHEET

FDEP Waste Cleanup Project

1.0 General Requirements

1.1 Utility Clearance-Obtain Sunshine 811 Dig Ticket, have utilities marked Lump Sum -$

1.2 Potable water - obtain permission/meter from local municipality, pay for water usage if a source is not available on-site Lump Sum -$

1.3 Mobilization/Demobilization including crew HASP(1) and Water Mgt.

District Well Installation Permits 1 Lump Sum 400.00$ 400.00$

1.4 Access improvements to drilling location(s) (if applicable) Lump Sum -$

1.5 Construct Temporary Decontamination Pad Lump Sum -$

1.6 One Drill Rig and Crew Daily Rate 2 Per Day 1,850.00$ 3,700.00$

1.6a DPT Crew Per Diem Per Day

1.7 Additional Staff as Proposed by Subcontractor Per Day -$

1.8 Additional Equipment as Proposed by Subcontractor Per Day -$

2.0 Monitor Well Installation, Soil Sampling

2.1 2-Inch Sch. 40 PVC Well Installation & Materials, 5 or 10 ft. 0.01-Inch Slot Screens, 6 or 8-inch O.D. Borehole, Soil Sampling to depth

105 Per Linear Foot 20.00$ 2,100.00$

2.2 2' x 2' x 0.5' Well Pad, Flush-Mounted Bolt-Down 8-Inch Manhole 5 Each 100.00$ 500.00$

2.3 2' x 2' x 0.5' Well Pad, Above-Ground Aluminum Riser, 4 Protective Safety Painted PVC Bollards

Each -$

2.4 Decontamination between drilling locations and prior to demobilization Per Day -$

2.5 Well Development, 3 well volumes or until volume used during drilling has been extracted via a submersible pump plus stabilization of field parameters

Per Well -$

2.6 Investigation Derived Waste Mgt. - supply applicable DOT 55-gallon drums and handling/staging

10 Per Drum 70.00$ 700.00$

2.7 Water Mgt. District Well Completion Reports Lump Sum -$

2.8 All decon and drilling water be must PFAS certified free, provide cost.

Each -$

2.8a Source of PFAS Free Water

3.0 Additional Items, as needed

please add as needed -$ -$

SUBTOTAL 7,400.00$

TOTAL 7,400.00$

2 Days

10 Hours

Days

Each

Site Name: Rosemont Cleaners Site Address: 5752 North Orange Blossom Trail, Orlando, Orange County, Florida FDEP ERIC No. ERIC_4911

DRILLING CONTRACTOR BID SHEET

Interstate Workers' Compensation Experience Modification Rate (EMR)

Scope of Work: Hand clear all locations to 5 feet. Provide PFAS Free Water. Water levels estimated to be within this range: 3-12 ft bls

- DPT Rig: Install four (4) monitor wells via DPT to 18 feet, 1-Inch diameter Sch. 40 PVC Well Installation & Materials, 10 ft. 0.01-Inch Slot Screens, Soil Sampling to depth.

- DPT Rig with Hollow Stem Auger capablity: Install one (1) monitor wells to 33 feet, 2-Inch diameter Sch. 40 PVC Well Installation & Materials, 5 ft. 0.01-Inch Slot Screens, Soil Sampling to depth.

- Complete all wells in 2x2 concrete pad with 8-inch diameter manholes and develop.

- Drum all soil and development water.

Total project duration Assumed work hours per day Assumed uninterrupted shift duration Assumed number of breaks Pollution Liability Insurance Limit per Occurrence

Geoprobe 7822

Drill crew size/number of rigs & crews proposed/first available date to begin the work 2.0

Florida Licensed Monitoring Well Driller & Certification Number 9521.0

Signature and Date

Notes:

1 - All drilling crew members shall meet the required OSHA training and medical monitoring requirements contained in 29 CFR 1910.120 and work shall be conducted under the Contractor's site-specific Health and Safety Plan.

Type and model of drill rig(s)

2020 0.9

Authorized Representative Name and Title Carl Leonhardt VP of Operations

2021 0.9 2022 0.8

Drilling Method: Hollow Stem Auger, Sonic, Geoprobe® or Other:

Company Name Environmental Drilling Service, Inc

BID SHEET

FDEP Waste Cleanup Project

1.1 Utility Clearance-Obtain Sunshine 811 Dig Ticket, have utilities marked 1 Lump Sum 25.00$ 25.00$

1.2 Potable water - obtain permission/meter from local municipality, pay for water usage if a source is not available on-site 0 Lump Sum -$ -$

1.3 Mobilization/Demobilization including crew HASP(1) and Water Mgt.

District Well Installation Permits 1 Lump Sum 850.00$ 850.00$

1.4 Access improvements to drilling location(s) (if applicable) 0 Lump Sum -$ -$

1.5 Construct Temporary Decontamination Pad 1 Lump Sum 350.00$ 350.00$

1.6 DPT Drill Rig and Crew Daily Rate 5 Per Day 2,175.00$ 10,875.00$

1.6a DPT Crew Per Diem 0 Per Day 450.00$ -$

1.7 Core drill for inside work 0 Per Day 100.00$ -$

1.8 Additional Staff as Proposed by Subcontractor Per Day -$

1.9 Additional Equipment as Proposed by Subcontractor - Steam Cleaner 5 Per Day 75.00$ 375.00$

2.1 Materials for Soil Sampling (liners, patch) 1 Lump Sum 150.00$ 150.00$

2.2 Materials for Water Sampling (disp points, tubing, patch) 1 Lump Sum 250.00$ 250.00$

2.3 Materials for Borehole Abandonment (grout & patch) 530 Per Linear Foot 4.00$ 2,120.00$

2.4 VEW Installation: 2" diameter, 2.5 or 5 feet 0.01-Inch Slot Screen 45 Per Linear Foot 25.00$ 1,125.00$

2.5 Monitor Well Install via Hand Auger inside a building + materials: 1- Inch Sch. 40 PVC Well Installation & Materials, 5 or 10 ft. pre-packed 0.01-Inch Slot Screens, 6 or 8-inch O.D. Borehole, Soil Sampling

10 Per Linear Foot 25.00$ 250.00$

2.6 2' x 2' x 0.5' Well Pad, Flush-Mounted Bolt-Down 8-Inch Manhole 10 Each 125.00$ 1,250.00$

2.7 2' x 2' x 0.5' Well Pad, Above-Ground Aluminum Riser, 4 Protective Safety Painted PVC Bollards Each 200.00$ -$

2.8 Decontamination between drilling locations and prior to

demobilization Per Day -$ -$

2.9 Well Development, 3 well volumes or until volume used during drilling has been extracted via a submersible pump plus stabilization of field parameters

1 Per Well 175.00$ 175.00$

2.10 Investigation Derived Waste Mgt. - supply applicable DOT 55-gallon drums and handling/staging 5 Per Drum 70.00$ 350.00$

2.11 Water Mgt. District Well Permits and Completion Reports 1 Lump Sum 125.00$ 125.00$

2.12 All decon and drilling water be must PFAS certified free, provide cost.

1 Lump Sum 950.00$ 950.00$

2.12a Source of PFAS Free Water

Nightwork Surcharge 1 Per Day 750.00$ 750.00$

SUBTOTAL 19,970.00$

TOTAL #REF!

5 Days 10 Hours

Days Each

Company Name

Interstate Workers' Compensation Experience Modification Rate (EMR)

Pollution Liability Insurance Limit per Occurrence

Assumed uninterrupted shift duration Assumed number of breaks

Site Name: Rosemont Cleaners Site Address: 5752 North Orange Blossom Trail, Orlando, Orange County, Florida FDEP ERIC No. ERIC_4911

Total project duration Assumed work hours per day

DRILLING CONTRACTOR BID SHEET

Drilling Method: Hollow Stem Auger, Sonic, Geoprobe® or Other:

Type and model of drill rig(s) GeoProbe 7822, 3230, or 8040

Scope of Work: Hand clear all locations to 5 feet. Provide PFAS Free Water. Water levels estimated to be within this range: 3-12 ft bls -DPT install one (1) SB lithologic to 50 feet, collect continuous cores, plug and patch once complete.

-DPT install six (6) SBs to 10 ft (outside) and Hand Auger install eleven (11) SBs to 10 ft (inside), screen/sample collection to depth, plug and patch 8 locations (SBs not converted to VEWs).

-Convert nine (9) SBs to VEWs (2" diameter, 2.5 or 5 ft screen, estimate to 5 ft) complete with well pads/manholes.

-Hand Auger/Indoor dolly rig install one (1) monitor well inside the building to 10 feet, 1-Inch diameter Sch. 40 PVC Well Installation & Materials, 10 ft. 0.01-Inch Slot Screens prepacked with filter sand, complete with well pad/manhole.

-DPT install ten (10) Groundwater Monitoring Points (GMPs) to 40 ft, collect GW samples at 4 intervals, plug and patch once complete.

Drum all soil and development water.

PDS Lakeland, FL Office

1.0 General Requirements

2.0 Monitor or VEW Installation, Soil Sampling, Groundwater Sampling

3.0 Additional Items, as needed

Notes:

1 - All drilling crew members shall meet the required OSHA training and medical monitoring requirements contained in 29 CFR 1910.120 and work shall be conducted under the Contractor's site-specific Health and Safety Plan.

Drill crew size/number of rigs & crews proposed/first available date to begin the work

Florida Licensed Monitoring Well Driller & Certification Number

0.74 0.73 0.73

Authorized Representative Name and Title Austin Bonacum, Project Estimator

Signature and Date

3 man crew, August

Preferred Drilling Solutions, Inc.

BID SHEET

FDEP Waste Cleanup Project austin_pdsflorida.co Typewritten Text 5/25/2023

1.1 Utility Clearance-Obtain Sunshine 811 Dig Ticket, have utilities marked 1 Lump Sum 25.00$ 25.00$

1.2 Potable water - obtain permission/meter from local municipality, pay for water usage if a source is not available on-site 0 Lump Sum -$ -$

1.3 Mobilization/Demobilization including crew HASP(1) and Water Mgt.

District Well Installation Permits 1 Lump Sum 850.00$ 850.00$

1.4 Access improvements to drilling location(s) (if applicable) 0 Lump Sum -$ -$

1.5 Construct Temporary Decontamination Pad 1 Lump Sum 350.00$ 350.00$

1.6 One Drill Rig and Crew Daily Rate 2 Per Day 2,175.00$ 4,350.00$ 1.6a DPT Crew Per Diem 0 Per Day 450.00$

1.7 Additional Staff as Proposed by Subcontractor Per Day -$

1.8 Additional Equipment as Proposed by Subcontractor Per Day -$

2.1 2-Inch Sch. 40 PVC Well Installation & Materials, 5 or 10 ft. 0.01-Inch Slot Screens, 6 or 8-inch O.D. Borehole, Soil Sampling to depth 105 Per Linear Foot 25.00$ 2,625.00$

2.2 2' x 2' x 0.5' Well Pad, Flush-Mounted Bolt-Down 8-Inch Manhole 5 Each 125.00$ 625.00$

2.3 2' x 2' x 0.5' Well Pad, Above-Ground Aluminum Riser, 4 Protective Safety Painted PVC Bollards Each -$

2.4 Decontamination between drilling locations and prior to demobilization 2 Per Day 250.00$ 500.00$

2.5 Well Development, 3 well volumes or until volume used during drilling has been extracted via a submersible pump plus stabilization of field parameters

5 Per Well 175.00$ 875.00$

2.6 Investigation Derived Waste Mgt. - supply applicable DOT 55-gallon drums and handling/staging 13 Per Drum 70.00$ 910.00$

2.7 Water Mgt. District Well Permits and Completion Reports 1 Lump Sum 175.00$ 175.00$

2.8 All decon and drilling water be must PFAS certified free, provide cost. 1 Each 500.00$ 500.00$

2.8a Source of PFAS Free Water please add as needed -$ -$

SUBTOTAL 11,785.00$

TOTAL #REF!

2 Days 10 Hours

Days Each

Signature and Date

Notes:

1 - All drilling crew members shall meet the required OSHA training and medical monitoring requirements contained in 29 CFR 1910.120 and work shall be conducted under the Contractor's site-specific Health and Safety Plan.

PDS Lakeland, FL Office

2020 0.74

Authorized Representative Name and Title Austin Bonacum, Project Estimator

2021 0.73 2022 0.73

Drilling Method: Hollow Stem Auger, Sonic, Geoprobe® or Other:

Company Name Preferred Drilling Solutions, Inc.

GeoProbe 3230 or 8040

Drill crew size/number of rigs & crews proposed/first available date to begin the work 3 man crew, late August

Florida Licensed Monitoring Well Driller & Certification Number

Total project duration Assumed work hours per day Assumed uninterrupted shift duration Assumed number of breaks Pollution Liability Insurance Limit per Occurrence

Type and model of drill rig(s)

Site Name: Rosemont Cleaners Site Address: 5752 North Orange Blossom Trail, Orlando, Orange County, Florida FDEP ERIC No. ERIC_4911

DRILLING CONTRACTOR BID SHEET

Interstate Workers' Compensation Experience Modification Rate (EMR)

Scope of Work: Hand clear all locations to 5 feet. Provide PFAS Free Water. Water levels estimated to be within this range: 3-12 ft bls

- DPT Rig: Install four (4) monitor wells via DPT to 18 feet, 1-Inch diameter Sch. 40 PVC Well Installation & Materials, 10 ft. 0.01-Inch Slot Screens, Soil Sampling to depth.

- DPT Rig with Hollow Stem Auger capablity: Install one (1) monitor wells to 33 feet, 2-Inch diameter Sch. 40 PVC Well Installation & Materials, 5 ft. 0.01-Inch Slot Screens, Soil Sampling to depth.

- Complete all wells in 2x2 concrete pad with 8-inch diameter manholes and develop.

- Drum all soil and development water.

1.0 General Requirements

2.0 Monitor Well Installation, Soil Sampling

3.0 Additional Items, as needed

BID SHEET

FDEP Waste Cleanup Project austin_pdsflorida.co Typewritten Text 5/19/2023

Sonic Auger DPT Injection Well Abandonment

REVISED DATE: 5/16/2023

ESTIMATE #: 523042

CDM Smith

PFAS Protocals

ID QTY Unit Rate TOTAL

1 1 each 500.00$ 500.00$

2 Per Diem night 300.00$ -$

3 DPT Rig and Crew 5 day 1,750.00$ 8,750.00$

4 420 M Indoor Dolly Rig 1 each 450.00$ 450.00$

5 Materials: Water Sampling Expendables 40 each 10.00$ 400.00$

6 Materials: Borehole Grouting w/Concrete Cap 19 each 15.00$ 285.00$

7 Materials:1" Sch 40 PVC Well Installation (Indoor/Hand Auger) 10 foot 4.00$ 40.00$

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

9 Materials: 2" Sch 40 PVC Well Installation (MAGS) 45 foot 16.00$ 720.00$

10 Donut Concrete Pad w/5" BD Completion 5 each 150.00$ 750.00$

10a 2' x 2' Pad Concrete Pad w/8" BD Completion 5 each 150.00$ 750.00$

11 Well Development (Up to 1/2 hour with pump) MW Well 1 each 75.00$ Included

12 Refurbished Drums (Soil) Estimated 3 each 65.00$ 195.00$

13 Refurbished Drums (Water) Estimated 2 each 65.00$ 130.00$

14 Concrete Coring Machine/Generator (Indoor Work) 1 day 250.00$ 250.00$

15 Decon Pit w/PFAS Free Water 1 each 300.00$ 300.00$

16 Night Work Allowance/Surcharge 1 each 300.00$ 300.00$

17 Permits (Orange County) 1 each 44.00$ 44.00$

Subtotal 13,959.00$

Todd Hodgson Todd Hodgson TOTAL 13,959.00$ Partner

Drum Soil, Groundwater and Decon Water

(9) 2" x ~5' PVC MAGS w/2.5' of .010 Screen, 2' x 2' Pad w/8" BD w/2' x 2' Pad Completion, (In 9 of the Boring Locations up to 4 Inside and 5 outside)

(10) DPT GW Profiling to 40' BLS at 4 Intervals (6-10', 16-20', 26-30', 36-40'), Grout Borehole/Rake Level

(A total of 40 GW Samples will be Collected and all locations in Grass.)

Locations must be accessible with track mounted DPT Rig

Damage to utilities on private property are the responsibility of the client Utility Locates on Private Property are the responsibility of the client

THANK YOU FOR YOUR BUSINESS!

DESCRIPTION

Mobilization

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

"Actual quantities used and days onsite will be invoiced"

Completion: 5 Days Depending on the Indoor Work

PROJECT

Rosemont Cleaners 5752 N Orange Blossom Trail

Melanie E. Blanton

CUSTOMER

Project Description:

(1) DPT…