CN-370000-HW681-DC035B.pdf
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- Contract number
- HW681
- Issued by
- Florida
About this file
This document is a Task Assignment (TA) executed under Contract Number HW681, an indefinite delivery vehicle between the State of Florida Department of Environmental Protection (FDEP) and CDM Smith Inc., with FDEP's Hazardous Waste Cleanup Section managing the contract. The Task Assignment was authorized on June 28, 2023, with project management overseen by Kyle McMurray at FDEP and Shayne Wood at CDM Smith Inc. The work is focused on the Professional Cleaners #2 site located at 6052 San Jose Boulevard, Jacksonville, Duval County, Florida, identified as ERIC_4591.
CDM Smith Inc. will conduct a comprehensive Site Assessment Report (SAR) in accordance with the June 13, 2023 Scope of Work and Cost Proposal for a total fixed-price contract value of $96,618.06. The scope includes five subtasks: (1) Project Management calculated at 13% of direct labor; (2) Site Survey including underground utility location and boundary survey; (3) Stage I Field Investigation involving soil boring, vapor extraction well installation, and groundwater profiling; (4) Stage II Field Investigation for installation of six permanent groundwater monitoring wells; and (5) Site Assessment Report preparation. Deliverables are scheduled with completion dates of July 21, 2023 (Site Preparation), September 29, 2023 (Stage I Field Investigation), October 31, 2023 (Stage II Field Investigation), and January 15, 2024 (Site Assessment Report). Subcontractors were competitively selected as lowest responsive bidders: Groundwater Protection for drilling services ($18,081.00), Southeastern Surveying and Mapping for surveying ($3,865.00), Site Lines LLC for utility location ($800.00), and Erwin Remediation for investigation-derived waste disposal ($875.00). Payment is invoiced upon milestone completion with standard net 30-day payment terms.
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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
DC035B Completion February 15, 2024
CDM Smith Inc. will conduct Site Assessment in accordance with the June 13th, 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_4591
6052 San Jose Boulevard, Jacksonville, Duval County, Florida
Professional Cleaners #2
✔ $ 96,618.06
$ 96,618.06
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 11:50:53-04'00'
Jennifer Farrell
Digitally signed by Jennifer Farrell Date: 2023.06.28 10:23:08 -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
Subtask 2 Site Preparation Underground Utility and Boundary Survey, Paid invoices for subcontractors
07/21/2023
Subtask 3 Stage I Field Investigation Laboratory analytical reports, field documentation, boring logs, data tables, paid invoices for subcontractors
09/29/2023
Subtask 4 Stage II Field Investigation Laboratory analytical reports, field documentation, boring logs, data tables, paid invoices for subcontractors
10/31/2023
Subtask 5 Site Assessment Report 01/15/2024
Subtask 2 Site Preparation $ 5,939.15
Subtask 3 Stage I Field Investigation $ 50,378.63
Subtask 4 Stage II Field Investigation $ 22,649.77
Subtask 1 and 5 Site Assessment Report + Project Management $ 17,650.51
$ 96,618.06
HW681
DC035B
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 DC035B Professional Cleaners #2
ERIC_4591
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.
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, four 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.
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.
Erwin Remediation for IDW disposal, Groundwater Protection for drilling, and Southeastern Survey for utility locate was chosen upon being the lowest responsive and responsible bidder. 2 IDW bids are included and the 3rd from EnviroServe was non-responsive.
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 DC035B is $96,618.06.
FDEP COST ESTIMATE
Contractor: CDM Smith, Inc.
Date: 6/13/2023
Task #: HW681 SubTask 1 Project Management SubTask 6
Site: Professional Cleaners #2 SubTask 2 Site Survey SubTask 7
Activity/Phase: 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 24.9 24.9 $0.00 Senior Officer 0 0.0 0.0 0.0 0.0 0 0 0 0 0
$69.24 Senior Technical Expert DA 14 0.0 8.0 2.0 4.0 0 0 0 0 0 $63.58 Project Technical Leader KF 15 0.0 5.0 2.0 8.0 0 0 0 0 0
$0.00 Senior Professional 0 0.0 0.0 0.0 0.0 0 0 0 0 0 $44.84 Professional II AR 140 0.0 47.0 33.0 60.0 0 0 0 0 0 $34.34 Professional I LM 116 16.0 54.0 22.0 24.0 0 0 0 0 0
$0.00 Professional I 0 0.0 0.0 0.0 0.0 0 0 0 0 0 $0.00 Staff Technician 0 0 0 0 0 0 0 0 0 0 $0.00 Project Administration 0 0 0 0 0 0 0 0 0 0 $0.00 Senior Support Services 0 0 0 0 0 0 0 0 0 0 $0.00 Staff Support Services 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0 $0.00 0 0 0 0 0 0 0 0 0 0
Total Hours 309.9 24.9 16.0 114.0 59.0 96.0 0 0 0 0 0
Direct Labor $13,768.03 $1,583.93 $549.44 $4,833.66 $2,500.84 $4,300.16 $0.00 $0.00 $0.00 $0.00 $0.00
Overhead 135.00% $18,586.84 $2,138.31 $741.74 $6,525.44 $3,376.13 $5,805.22 $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% $5,190.55 $597.14 $207.14 $1,822.29 $942.82 $1,621.16 $0.00 $0.00 $0.00 $0.00 $0.00 Total Labor $37,545.42 $4,319.38 $1,498.32 $13,181.39 $6,819.79 $11,726.54 $0.00 $0.00 $0.00 $0.00 $0.00
Travel Vehicle Rental $1,680.00 $240.00 $960.00 $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 $1,680.00 $240.00 $960.00 $480.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
REV: 02/03 CEF CDM Smith Page 1
FDEP COST ESTIMATE
Contractor: CDM Smith, Inc.
Date: 6/13/2023
Task #: HW681 SubTask 1 Project Management SubTask 6
Site: Professional Cleaners #2 SubTask 2 Site Survey SubTask 7
Activity/Phase: 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 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) $18,081.00 $0.00 $9,241.00 $8,840.00 $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 $3,865.00 $2,710.00 $0.00 $1,155.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
IDW $875.00 $0.00 $0.00 $875.00 $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 Private Utility Locate $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 $23,621.00 $3,510.00 $9,241.00 $10,870.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Handling Fee $2,362.10 $351.00 $924.10 $1,087.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $25,983.10 $3,861.00 $10,165.10 $11,957.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
Laboratory Analytical Costs $18,295.00 $0.00 $17,130.00 $1,165.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fast Turnaround Charges $2,610.00 $0.00 $2,610.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Sample Shipping $2,367.00 $0.00 $2,041.00 $326.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Laboratory $23,272.00 $0.00 $21,781.00 $1,491.00 $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 $360.00 $40.00 $160.00 $160.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Drilling related) $2,290.00 $0.00 $1,640.00 $650.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Analytical related) $1,418.00 $0.00 $1,008.00 $410.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (IDW related) $165.00 $0.00 $165.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Site Recon Kit $150.00 $150.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Field Expenses $4,383.00 $190.00 $2,973.00 $1,220.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
Subtotal $92,863.52 $4,319.38 $5,789.32 $49,060.49 $21,967.79 $11,726.54 $0.00 $0.00 $0.00 $0.00 $0.00 Completion Fee $3,754.54 $431.94 $149.83 $1,318.14 $681.98 $1,172.65 $0.00 $0.00 $0.00 $0.00 $0.00
Total Estimated Cost $96,618.06 $4,751.32 $5,939.15 $50,378.63 $22,649.77 $12,899.19 $0.00 $0.00 $0.00 $0.00 $0.00
REV: 02/03 CEF CDM Smith Page 2
SITE :
SUBTASK 2: Site Survey
DATE:
LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON
STAFF-TITLE WORK DESCRIPTION HOURS
Professional I LM Utility Locate Oversight 8
Survey Oversight 8
TOTAL LABOR 16.00
VEHICLE TYPE RATE UNIT USEAGE
Truck $120 each 2 $240.00
TOTAL VEHICLE $240.00
SUBCONTRACTOR COSTS
NAME PURPOSE COST
Site Lines LLC Private Utility Locate $800.00
SSMC Boundary Survey $2,710.00
TOTAL $3,510.00
EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS
Expendables $40.00 day 1 $40.00
Site Recon Kit $150.00 Each 1 $150.00
TOTAL EQUIPMENT $190.00
Professional Cleaners #2
06/13/23
SUBTASK 3: Stage I Field Investigation
DATE:
LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON
STAFF-TITLE WORK DESCRIPTION HOURS
Senior Tech Expert D. Anderson Determine field activities based on VEW/MAGs data 8 Project Tech Leader KF Prepare field scope of work 1
Determine Field Activities based on field data 4
Professional II AR Field Event Preparation 1 Arrange for site access with owner 1 Prepare Sample Kit request 1 Prepare HASP 2 9 soil borings (1 day) 10 Vapor Extraction Well Installation (1 day) 10 MAGs Testing (1 days) 10 6 Vertical profiles (1 days) 10 Prepare Documentation for Deliverables 2
Professional I LM 9 soil borings 10 Vapor Extraction Well/VMP Installation 10 6 vertical profiles 10 MAGS Testing 10 IDW Management/Survey of MW oversight 10 Prepare Documentation for Deliverables 4
Total Hours:
D. Anderson 8 K. Fincham 5 A. Ryan 47 L. Mueller 54
TOTAL LABOR 114
VEHICLE TYPE RATE UNIT USEAGE
Truck $480 weekly 2 $960.00
TOTAL VEHICLE $960.00
SUBCONTRACTOR COSTS
NAME PURPOSE RATE UNIT USEAGE
Groundwater Protection See Attachment A $9,241.00
TOTAL $9,241.00
LABORATORY COSTS
PARAMETER RATE # SAMPLES #QAQC
Soil 8260B 150 63 0 $9,450.00 SPLP Extraction - 1312 $55.00 13 $715.00 SPLP Aqueous - 8260B $150.00 13 $1,950.00 1 week turnaround 20% $1,890.00 Sample Shipping $150.00 5 $750.00 Ice $6.50 10 $65.00
Groundwater 8260B $150 24 0 $3,600.00 1 week turnaround 20% $720.00 Soil Gas TO-15 $200.00 5 0 $1,000.00 Soil TCLP VOCs (IDW) $210.00 1 0 $210.00 Water VOCs (IDW) $205.00 1 0 $205.00 Sample Shipping $150.00 8 0 $1,200.00 Ice $6.50 4 $26.00
TOTAL LAB $21,781.00
EQUIPMENT ITEM RATE COSTING UNIT USEAGE TOTALS
Encore Sampler $16.00 Each 63 $1,008.00 Expendables $40.00 Days 4 $160.00
Soil Sampling Kit (through concrete) $235.00 Days 1 $235.00 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 1 $500.00
Summa Canister $33.00 each 5 $165.00
TOTAL EQUIPMENT $2,973.00
6/13/23
SUBTASK 4: Stage II Field Investigation
DATE:
LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON
STAFF-TITLE WORK DESCRIPTION HOURS
PM/PTL DA Provide Technical Guidance for Fieldwork 2 Project Tech LeadKF Determine Field activities based on field data 2
Professional II AR Field Event Preparation 1 Prepare Sample Kit 1 Prepare Site Access with owner 1 Prepare Field forms/labels 1 Travel (3 mobs at 1.5 hours per mob) 9 Install 5 Monitoring Wells 20
Professional I LM Survey oversight/IDW Management 10 Sample 5 Monitoring Wells 8 Prepare Documentation for Deliverable 4
Total Hours:
D. Anderson 2 K. Fincham 2 A. Ryan 33 L. Mueller 22
59 TOTAL LABOR 59
VEHICLE TYPE RATE UNIT USEAGE
Truck $120.00 Daily 4 480
TOTAL VEHICLE 480
SUBCONTRACTOR COSTS
NAME PURPOSE COST
Groundwater Protection See Attachment A 1 $8,840.00 $8,840.00 Southeastern Survey See Attachment A 1 $1,155.00 $1,155.00 Erwin Remediation See Attachment A 7 $125.00 $875.00
TOTAL $10,870.00
LABORATORY COSTS
PARAMETER RATE # SAMPLES #QAQC
Groundwater 8260B $150.00 5 0 $750.00 Soil TCLP VOCs $210.00 1 0 $210.00 Water VOCs (IDW) $205.00 1 0 $205.00 Sample Shipping $150.00 2 0 $300.00 Ice $6.50 4 0 $26.00
TOTAL LAB $1,491.00
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
Drums $100.00 Each 0 $0.00 Tubing/HDPE $0.40 per foot 300 $120.00
TOTAL EQUIPMENT $1,220.00
6/13/2023
SUBTASK 5: Site Assessment Report
DATE:
LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON
STAFF-TITLE WORK DESCRIPTION HOURS
Senior Tech Expe D. Anderson SAR Preparation/PG seal 4 Project Manager KF SAR Preparation of conclusions and recommendations 8 Professional II AR SAR Preparation - body of document 60
Professional I LM Assist in SAR Preparation - data tables, figures, field notes, laboratory results, etc 24
Total Hours:
D. Anderson 4 K. Fincham 8 A. Ryan 60 L. Mueller 24
96 TOTAL LABOR 96
6/13/2023
4651 Salisbury Road, Suite 420
Jacksonville, Florida 32256 tel: 904.731.7109
June 13, 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: Professional Cleaners #2 Site Assessment Proposal 6052 San Jose Boulevard, Jacksonville, Duval County, Florida
ERIC_4591
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 the Professional Cleaners #2 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 (Figure 1). 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 nine locations (Figure 1). Borings will be installed using DPT and concrete coring will be completed at each of the five 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 12 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 63 samples will be collected. A soil sampling schedule is provided in Table 1. 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.
Five of the soil borings will be completed as vapor extraction wells (VEWs) for Modified Active Gas Sampling (MAGS™) testing (Figure 2). The VEW well screens will be installed to a depth of one foot above the water table (estimated at 12 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 five 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 six 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 (Figure 3).
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 two 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 July 21, 2023
Subtask 3 Deliverable:
Due Date:
Stage I Field Investigation Laboratory analytical reports, field documentation, boring logs, data tables, paid invoices for subcontractors September 29, 2023
Subtask 4 Deliverable:
Due Date:
Stage II Field Investigation Laboratory analytical reports, field documentation, boring logs, data tables, paid invoices for subcontractors October 31, 2023
Subtask 5 Deliverable:
Due Date:
Site Assessment Report Site Assessment Report January 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
Figures
Table
Sample Source Sample Type Sample Quantity Analysis Reporting Soil Borings Soil 63 VOC 5-Day Vertical Profiling Groundwater 24 VOC 5-Day Vapor Extraction Wells Soil Gas 5 TO-15 Standard Stage I IDW Soil 1 TCLP Standard Stage I IDW Water 1 VOC Standard Stage II Monitoring Wells Groundwater 6 VOC Standard Stage II IDW Soil 1 TCLP Standard Stage II IDW Water 1 VOC Standard
Sample Type Analysis Reporting Soil VOC 5-Day IDW Soil TCLP Standard Groundwater VOC 5-Day Groundwater VOC Standard IDW Water VOC Standard Soil Gas TO-15 Standard
PFAS - Per- and polyfluoroalkyl substances
TCLP - Toxicity Characterization Leaching Procedure extraction
Site Assessment Totals Totals
IDW - Investigation derived waste
VOC -Volatile Organic Compounds by Method 8260B
SPLP - Synthetic Precipitate Leaching Procedure extraction by Method 5030B followed by VOH analysis by Method 8260B
Table 1: Laboratory Analyses Creech's Ideal Cleaners
ERIC_5395
Palatka, Putnam County, Florida
Attachment A Subcontractor Quotes
Driller Item Est. Qty. Units Rate Total Est. Qty. Units Rate Total Est. Qty. Units Rate Total Utility Clearance-Obtain Sunshine 811 Dig Ticket, have utilities marked 1 lump sum 1 lump sum 1 lump sum $25.00 $25.00 Mobilization/Demobilization including crew HASP(1) and Water Mgt. District Well Installation Permits 1 lump sum $800.00 $800.00 1 lump sum $800.00 $800.00 1 lump sum $1,250.00 $1,250.00
Construct Temporary Decontamination Pad 1 lump sum $200.00 $200.00 1 lump sum $350.00 $350.00 DPT Drill Rig and Crew Daily Rate 3 day $1,750.00 $5,250.00 3 per day $1,900.00 $5,700.00 5 per day $2,175.00 $10,875.00 DPT Crew Per Diem 3 per day $300.00 $900.00 3 per day $400.00 $1,200.00 4 per day $450.00 $1,800.00 Core drill for inside work Additional Equipment as Proposed by Subcontractor 1 per day $200.00 $200.00 5 per day $75.00 $375.00 Materials for Soil Sampling (please list supplies) 27 each $3.00 $81.00 1 lump sum $150.00 $150.00 Materials for Water Sampling (please list supplies) 24 each $10.00 $240.00 1 lump sum $250.00 $250.00 Materials for Borehole Abandonment (grout & patch) 10 each $15.00 $150.00 290 per linear foot $2.00 $580.00 290 per linear foot $4.00 $1,160.00 VEW Installation: 2" diameter, 2.5 or 5 feet 0.01-Inch Slot Screen 40 per linear foot $16.00 $640.00 75 per linear foot $20.00 $1,500.00 40 per linear foot $25.00 $1,000.00 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 2' x 2' x 0.5' Well Pad, Flush-Mounted Bolt-Down 8-Inch Manhole 5 each $150.00 $750.00 5 each $150.00 $750.00 5 each $125.00 $625.00 Decontamination between drilling locations and prior to demobilization 3 per day $100.00 $300.00
Well Development, 3 well volumes or until volume used during drilling has been extracted via a submersible pump plus stabilization of field parameters
Investigation Derived Waste Mgt. - supply applicable DOT 55-gallon drums and handling/staging 2 each $65.00 $130.00 4 per drum $110.00 $440.00 16 per drum $70.00 $1,120.00
Water Mgt. District Well Completion Reports 1 lump sum $250.00 $250.00 All decon and drilling water be must PFAS certified free, provide cost. 1 each $300.00 $300.00 1 each $300.00 $300.00 2 each $500.00 $1,000.00 Source of PFAS Free Water office office
$9,241.00 $11,970.00 $20,230.00Total Total Total
Subcontractor Evaluation Professional Cleaners #2
Phase I Vertical Groundwater Profiling & Vapor Extraction Well Installation GW Protection Betts Environmental Preferred
Attachment C: Subcontractor Quotes Professional Cleaners #2
ERIC_4591
Jacksonville, Duval County, Florida
Driller
Utility Clearance-Obtain Sunshine 811 Dig Ticket, have utilities marked 1 lump sum 1 lump sum $25.00 $25.00 Mobilization/Demobilization including crew HASP(1) 1 each $800.00 $800.00 1 lump sum $1,800.00 $1,800.00 1 lump sum $850.00 $850.00 Water Mgt. District Well Installation Permits 6 each $150.00 $900.00 Construct Temporary Decontamination Pad 1 each $300.00 $300.00 1 lump sum $200.00 $200.00 1 lump sum $350.00 $350.00 Drill Rig and Crew Daily Rate 2 day $1,750.00 $3,500.00 2.5 per day $1,900.00 $4,750.00 2 per day $2,175.00 $4,350.00 DPT Crew Per Diem 1 night $300.00 $300.00 3 per day $600.00 $1,800.00 1 per day $450.00 $450.00 Additional Equipment as Proposed by Subcontractor 1 per day $200.00 $200.00 1-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 100 / 5 foot / each $4 / $170 $1,250.00
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 35 foot $14.00 $490.00 135 per linear foot $20.00 $2,700.00 135 per linear foot $25.00 $3,375.00
2' x 2' x 0.5' Well Pad, Flush-Mounted Bolt-Down 8-Inch Manhole 6 each $150.00 $900.00 6 each $150.00 $900.00 6 each $125.00 $750.00 Decontamination between drilling locations and prior to demobilization 2.5 per day $100.00 $250.00 2 per day $250.00 $500.00
Well Development, 3 well volumes or until volume used during drilling has been extracted via a submersible pump plus stabilization of field parameters 6 lump sum $75.00 $75.00 3 per hour $100.00 $300.00 6 per well $175.00 $1,050.00
Investigation Derived Waste Mgt. - supply applicable DOT 55-gallon drums and handling/staging 5 each $65.00 $325.00 4 per drum $110.00 $440.00 16 per drum $70.00 $1,120.00
Water Mgt. District Well Completion Reports 6 per well $175.00 $1,050.00 All decon and drilling water be must PFAS certified free, provide cost. included 1 each $300.00 $300.00 1 each $500.00 $500.00 Source of PFAS Free Water office office
$8,840.00 $13,640.00 $14,370.00
Driller Phase I Phase II Total
Company Locate Utilities
Boundary Survey $2,710.00 Site Survey $1,155.00
Total Total Total
Total $3,865.00
Surveying - Utilities, All Borings, and Monitoring Wells Southeastern Surveying and Mapping
Lump Sum Lump Sum
$1,000.00Total $852.50 Total $800.00 Total
Utility Location Blood Hound Site Lines LLC GPRS
3.5 Hours $852.50 8 Hours $800.00 $1,000.00
$18,081.00 $25,610.00 $34,600.00
$9,241.00 $11,970.00 $20,230.00 $8,840.00 $13,640.00 $14,370.00
Drilling Summary GW Protection Betts Environmental Preferred
Phase II Permanent Monitoring Well Installation GW Protection Betts Environmental Preferred
Attachment C: Subcontractor Quotes Professional Cleaners #2
Company
Transport Cost - Truck Driver $69.60/hr, Truck $76.32/hr = $146.22 6 hours $146.22 $877.32 Fee - Energy, Security, Recovery Fee $15% of total 1 Fee $321.39 $321.39 Transport Cost < 100 mi. per drum Transport Cost 101-250 mi. per drum Transport Cost 250-400 mi. per drum Liquid Disposal 3 Drums $125.00 $375.00 3 Drums $141.75 $425.25 Soil Disposal 4 Drums $125.00 $500.00 4 Drums $210.00 $840.00
$875.00 $0.00 $1,586.64
1 - Delivery destination 755 Prairie Industrial Parkway, Mulberry, Florida: 145 miles
2 - Delivery destination 5371 Hartford St, Tampa, Florida: 160 miles
Not Applicable
Included Not Applicable
Included No response - decline to bid Included
Included
Investigation-Derived Waste Erwin Remediation Clark Environmental 1
Included Not Applicable
Total Total Total
Hepaco 2
Attachment C: Subcontractor Quotes Professional Cleaners #2
Sonic Auger DPT Injection Well Abandonment
REVISED DATE: 5/25/2023
ESTIMATE #: 523075
CDM Smith
PFAS Protocals
ID QTY Unit Rate TOTAL
1 1 each 800.00$ 800.00$
2 Per Diem 3 night 300.00$ 900.00$
3 DPT Rig and Crew 3 day 1,750.00$ 5,250.00$
3a DPT Rig and Crew (If Needed) 1/2 day 900.00$ -$
4 Materials: Macrocore Sleeves 27 each 3.00$ 81.00$
5 Materials: Water Sampling Expendables 24 each 10.00$ 240.00$
6 Materials: Borehole Grouting w/Concrete Cap 10 each 15.00$ 150.00$
7 Materials: 2" Sch 40 PVC Well Installation (MAGS) 40 foot 16.00$ 640.00$
8 2' x 2' Pad Concrete Pad w/8" BD Completion 5 each 150.00$ 750.00$
9 Well Development (Up to 1/2 hour with pump) If Needed each 75.00$
10 Refurbished Drums (Soil) Estimated 2 each 65.00$ 130.00$
11 Refurbished Drums (Water) As Needed 0 each 65.00$ -$
12 Decon Pit w/PFAS Free Water 1 each 300.00$ 300.00$
13 PFAS Free Water Delivery (up to 500 Gal.) Roundtrip-If Needed each 1,200.00$ -$
(Crew will bring up to 300 Gallons/Certified PFAS Free w/them)
14 Permits (City of Jacksonville (Not Applicable for MAGS) -$
Subtotal 9,241.00$
Todd Hodgson Todd Hodgson TOTAL 9,241.00$ Partner
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: 3 to 3.5 Days Depending on Water Pumping Time
(5) 2" x ~8' PVC MAGS w/5' of .010 Screen, 2' x 2' Pad w/8" BD w/2' x 2' Pad Completion (in above borings)
Project Description:
(1) DPT Lithology Soil Boring to 50' bls w/Continuous Macrocores to Depth, Grout Borehole/Rake Level (Grass)
(6) DPT GW Profiling to 40' BLS at 4 Intervals (6-10', 16-20', 26-30', 36-40'), Grout Borehole/Concrete Patch Drum All IDW
(9) DPT Soil Borings to 15' with Macrocore Sampling, Grout Borehole/Concrete Patch.
PROJECT
Professional Cleaners 6052 San Jose Blvd
David Walker Taylor
CUSTOMER
Tampa, Florida 33607 Jacksonville, Florida 2002 N. Lois Avenue
(904) 527-6712 DPT Soil and GW Profiling w/ Well Installation
2300 Silver Star Road, Orlando, Florida (407) 426-7885 fax (407) 426-7586
Sonic Auger DPT Injection Well Abandonment
REVISED DATE: 6/9/2023
ESTIMATE #: 523075 Ph 2
CDM Smith
PFAS Protocals
ID QTY Unit Rate TOTAL
1 1 each 800.00$ 800.00$
2 Per Diem (2 Man Crew Min. or Hotel Cost + $50/Man for Food) 1 night 300.00$ 300.00$
3 DPT Combo Rig and Crew 2 day 1,750.00$ 3,500.00$
4 Materials:1" Sch 40 PVC Well Installation 100 foot 4.00$ 400.00$
5 Materials: (2) 1" x 5' PVC .010 Slot Screen, 3" Exp Point 5 each 170.00$ 850.00$
6 Materials: 2" Sch 40 PVC Well Installation 35 foot 14.00$ 490.00$
7 2' x 2' Concrete Pad w/8" BD Completion 6 each 150.00$ 900.00$
8 1" Well Development (Up to 1/2 hour with pump) 5 each 75.00$ Included
9 2" Well Development (Up to 1/2 hour with pump) 1 each 75.00$ 75.00$
10 Refurbished Drums (Soil) Estimated 3 each 65.00$ 195.00$
11 Refurbished Drums (Water) Estimated 2 each 65.00$ 130.00$
12 PFAS Free Water Delivery (up to 500 Gallons) R/T if Needed each 1,200.00$
Crew will bring up to 300 Gallons/ Certified PFAS Free w/ them.
13 Decon Pit w/PFAS Free Water 1 each 300.00$ 300.00$
14 Permits (City of Jacksonville) 6 each 150.00$ 900.00$
Subtotal 8,840.00$
Todd Hodgson Todd Hodgson TOTAL 8,840.00$ Partner
Project Description:
Tampa, Florida 33607
PROJECT
Professional Cleaners 6052 San Jose Blvd
David Walker Taylor
CUSTOMER
Jacksonville, Florida 2002 N. Lois Avenue
(904) 527-6712 DPT Well Installation (Phase 2)
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: 1.5 to 2 Days
(1) 2" x 35' PVC MW w/5' of .010 Slot Screen, 2' x 2' Pad w/8" BD Completion, DPT Soil Sampling (Auger)
(5) 1" x 20' PVC MW w/10' of .010 Prepack Screen, 2' x 2' Pad w/8" BD Completion, DPT Soil Sampling
Drum Soil, Groundwater and Decon Water
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
2300 Silver Star Road, Orlando, Florida (407) 426-7885 fax (407) 426-7586
Item Description of Work Quantity Units Rate Extension
1.0 General Requirements
1.1 Utility Clearance-Obtain Sunshine 811 Dig Ticket, have utilities marked 1 Lump Sum included included
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 included included
1.3 Mobilization/Demobilization including crew HASP(1) and Water Mgt.
District Well Installation Permits 1 Lump Sum 800.00$ 800.00$
1.4 Access improvements to drilling location(s) (if applicable) 0 Lump Sum -$ -$
1.5 Construct Temporary Decontamination Pad 1 Lump Sum 200.00$ 200.00$
1.6 DPT Drill Rig and Crew Daily Rate 3.5 Per Day 1,900.00$ 6,650.00$
1.6a DPT Crew Per Diem - 2 men 4 Per Day 400.00$ 1,600.00$
1.7 Core drill for inside work N/A Per Day N/A -$
1.8 Additional Staff as Proposed by Subcontractor 0 Per Day -$ -$
1.9 Additional Equipment as Proposed by Subcontractor - concrete saw 1 Per Day 200.00$ 200.00$
2.0 Monitor or VEW Installation, Soil Sampling, Groundwater Sampling
2.1 Materials for Soil Sampling (please list supplies) 0 Lump Sum included included
2.2 Materials for Water Sampling (please list supplies) 0 Lump Sum included included
2.3 Materials for Borehole Abandonment (grout & patch) 350 Per Linear Foot 2.00$ 700.00$
2.4 VEW Installation: 2" diameter, 2.5 or 5 feet 0.01-Inch Slot Screen 75 Per Linear Foot 20.00$ 1,500.00$
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
N/A Per Linear Foot N/A -$
2.6 2' x 2' x 0.5' Well Pad, Flush-Mounted Bolt-Down 8-Inch Manhole 5 Each 150.00$ 750.00$
2.7 2' x 2' x 0.5' Well Pad, Above-Ground Aluminum Riser, 4 Protective Safety Painted PVC Bollards
0 Each N/A -$
2.8 Decontamination between drilling locations and prior to demobilization 3 Per Day 100.00$ 300.00$
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
0 Per Hour 100.00$ -$
2.10 Investigation Derived Waste Mgt. - supply applicable DOT 55-gallon drums and handling/staging
4 Per Drum 110.00$ 440.00$
2.11 Water Mgt. District Well Completion Reports 0 Lump Sum 150.00$ -$
2.12 All decon and drilling water be must PFAS certified free, provide cost.
1 Each 300.00$ 300.00$
2.12a Source of PFAS Free Water
3.0 Additional Items, as needed
please add as needed -$ -$
SUBTOTAL
TOTAL 13,440.00$
3 Days
9 Hours
3 Days
1 Each
1 mil $
Site Name: Professional Cleaners Site Address: 6052 San Jose Blvd, Jacksonville, Duval County, Florida FDEP ERIC No. ERIC_4591
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 Rig
Scope of Work: Hand clear all locations to 5 feet. Provide PFAS Free Water.
-DPT install one (1) SB lithologic to 50 feet, collect continuous cores, plug and patch once complete.
-DPT install five (9) SBs to 15 ft (outside), plug and patch 5 locations.
-Convert five (5) SBs to VEWs (2" diameter, 2.5 or 5 ft screen, estimate to 8 ft) complete with well pads/manholes.
-DPT install six (6) 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
0.94 0.91 0.94
Authorized Representative Name and Title
Signature and Date
2 men
License # 2640
Betts Environmental Recovery, Inc.
Company Name
Pollution Liability Insurance Limit per Occurrence
Blake Cabit Vice President
5/17/2023
Our Office
Interstate Workers' Compensation Experience Modification Rate (EMR)
Assumed uninterrupted shift duration Assumed number of breaks
BID SHEET
FDEP Waste Cleanup Project
1.0 General Requirements
1.1 Utility Clearance-Obtain Sunshine 811 Dig Ticket, have utilities marked 1 Lump Sum included included
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 included included
1.3 Mobilization/Demobilization including crew HASP(1) and Water Mgt.
District Well Installation Permits 1 Lump Sum 1,800.00$ 1,800.00$
1.4 Access improvements to drilling location(s) (if applicable) N/A Lump Sum N/A -$
1.5 Construct Temporary Decontamination Pad 1 Lump Sum 200.00$ 200.00$
1.6 One Drill Rig and Crew Daily Rate 2.5 Per Day 1,900.00$ 4,750.00$
1.6a DPT Crew Per Diem - 3 men 3 Per Day 600.00$ 1,800.00$
1.7 Additional Staff as Proposed by Subcontractor 0 Per Day -$ -$
1.8 Additional Equipment as Proposed by Subcontractor - concrete saw 1 Per Day 200.00$ 200.00$
2.0 Monitor Well Installation, Soil Sampling
2.1 1" or 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
135 Per Linear Foot 20.00$ 2,700.00$
2.2 2' x 2' x 0.5' Well Pad, Flush-Mounted Bolt-Down 8-Inch Manhole 6 Each 150.00$ 900.00$
2.3 2' x 2' x 0.5' Well Pad, Above-Ground Aluminum Riser, 4 Protective Safety Painted PVC Bollards
0 Each N/A -$
2.4 Decontamination between drilling locations and prior to demobilization 2.5 Per Day 100.00$ 250.00$
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
3 Per Hour 100.00$ 300.00$
2.6 Investigation Derived Waste Mgt. - supply applicable DOT 55-gallon drums and handling/staging
4 Per Drum 110.00$ 440.00$
2.7 Water Mgt. District Well Completion Reports Per Well (Putnam) -$
2.8 All decon and drilling water be must PFAS certified free, provide cost. 1 Each 300.00$ 300.00$
2.8a Source of PFAS Free Water
3.0 Additional Items, as needed
please add as needed -$ -$
SUBTOTAL
TOTAL 13,640.00$
2.5 - 3 Days
9 Hours
3 Days
1 Each
1 mil $
Assumed number of breaks Pollution Liability Insurance Limit per Occurrence
Site Name: Professional Cleaners Site Address: 6052 San Jose Blvd, Jacksonville, Duval County, Florida FDEP ERIC No. ERIC_4591
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.
- DPT Rig with Hollow Stem Auger capablity: Install four (5) monitor wells to 20 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 35 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.
Florida Licensed Monitoring Well Driller & Certification Number License # 2640
Total project duration Assumed work hours per day Assumed uninterrupted shift duration
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.
our office
Type and model of drill rig(s)
2020 0.94
Authorized Representative Name and Title
2021 0.91 2022 0.94
Drilling Method: Hollow Stem Auger, Sonic, Geoprobe® or Other:
Company Name Betts Environmental Recovery, Inc.
Geoprobe 7822 Rig
Drill crew size/number of rigs & crews proposed/first available date to begin the work 2 men
Blake Cabit Vice President
5/17/2023
Signature and Date
BID SHEET
FDEP Waste…
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