CN-370000-HW561-DC08O.pdf

DEP CONTRACT NO.

Task Assignment #: Module #: Grant #:

Contractor Name:

Contractor Representative:

DEP Contract Manager: Phone #:

DEP Site #:

Site Name:

Address(Street, City, County):

Phase:

Task Description [use additional pages if necessary]:

The Deliverable and Invoice Schedule is attached.

Final Deliverables:

Final Deliverable Due Date:

TASK ASSIGNMENT TYPE AND NOT TO EXCEED AMOUNTS:

FIXED FEE

RETAINAGE:

TOTAL TASK ASSIGNMENT VALUE: $0.00

DEP Task Manager:

DEP Contract Manager:

Contractual Authority:

Contractor Representative:

CC: Procurement Section (MS 93) Section Representative ________

TASK ASSIGNMENT NOTIFICATION FORM

COST PLUS FIXED FEE

COST REIMBURSEMENT

FIXED PRICE FEE SCHEDULE

Period of Performance:

Execution of Task Assignment through:

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

WCP TAFORM 01_18

HW561

D000 N/ADC008o

Golder Associates

Matt Crews

(850) 245-8992Ben Grubbs

ERIC_4521

Jay's Professional Dry Cleaners & Laundry

10025 San Jose Blvd, Jacksonville, Duval

Interim Source Removal

This Task Assignment authorizes Golder to conduct soil excavation and associated Interim Source Removal (ISR) activities at this site in accordance with the July 16, 2020, Scope of Work, Cost Estimate, and Bid Documentation.

ISR Report

12/04/2020

02/12/2021

$ 446,818.30 $ 0.00 $ 0.00 $ 0.00

$ 0.00

Benjamin Grubbs Digitally signed by Benjamin Grubbs Date: 2020.07.27 11:05:20 -04'00'

Benjamin Grubbs Digitally signed by Benjamin Grubbs Date: 2020.07.27 11:05:32 -04'00'

John Truitt Digitally signed by John Truitt Date: 2020.07.27 15:00:22 -04'00'

Jesse C. Brown Digitally signed by Jesse C. Brown Date: 2020.07.28 07:37:18 -04'00'

$ 446,818.30

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: Field documentation, laboratory report, backfill and weigh tickets, daily reports via e-mail deliverable 11/06/2020

Subtask 3: ISR Report 12/04/2020

Subtask 2: Submittal and FDEP approval of field documentation, laboratory report, backfill and weigh tickets, daily reports via e-mail deliverable $ 424,822.20

Subtasks 1 & 3: Submittal and FDEP approval of ISR Report $ 21,996.10

$ 446,818.30

HW561

DC008o

Printed on recycled paper.

FLORIDA DEPARTMENT OF

Environmental Protection

Bob Martinez Center

2600 Blair Stone Road Tallahassee, FL 32399-2400

Ron DeSantis Governor

Jeanette Nuñez

Lt. Governor

Noah Valenstein Secretary

To: HW561 Contract Negotiation File Jay's Professional Dry Cleaners & Laundry Jacksonville, Duval County

ERIC_ 4521

From: Ben Grubbs, Project Manager Date: July 27, 2020 Subject: Negotiation Summary HW561 DC008o

This Task Assignment authorizes Golder to conduct soil excavation and associated Interim Source Removal (ISR) activities at this site in accordance with the July 16, 2020, Scope of Work, Cost Estimate, and Bid Documentation.

Subtask 1: Project Management An automatic calculation based upon total direct labor hours determines the labor hours within this subtask.

Subtask 2: ISR Activities Golder will conduct soil excavation and ISR activities in accordance with the ISR Work Plan for this site that FDEP approved on June 9, 2020. Golder requested bids for ISR activities from Moran, Capitol Environmental, and RSI. Moran was selected as the lowest responsive and responsible bidder.

Prior to excavation, seventeen helical anchors will be installed to support the building foundation during ISR activities. Four monitoring wells in the excavation area will be protected by above-ground PVC pipes during the excavation. Concrete inside the building and asphalt outside the building in the excavation area will be removed.

Golder will excavate approximately 248 tons of impacted soil. Soil will be transported to and disposed of at Chesser Island Road Landfill. Golder will monitor volatile organic compound, carbon monoxide, and dust levels in the air during the excavation. Moran will use a vacuum truck to remove any water in the excavation pit. The excavated soil will be replaced by clean backfill in the building footprint and clean backfill, flowable fill, or a combination of both outside the building.

After excavation and prior to backfill, Golder will amend the exposed water table with emulsified oil substrate. Golder only requested one bid for the emulsified oil substrate application, because the selection of EOS Remediation, LLC for the application was approved by FDEP in the ISR Work Plan. Samples from monitoring wells in the zone of discharge will be

MEMORANDUM

Jay's Professional Dry Cleaners & Laundry July 27, 2020 Page Two analyzed for total recoverable petroleum hydrocarbons (TRPH), and a sample from MW007 will be analyzed for dissolved gases prior to the application of emulsified oil substrate. Golder only requested one bid for the dissolved gas analysis, because Method AM20GAX is not in Golder’s contract with FDEP and is only offered by Pace Analytical.

After the excavation, Golder will install three horizontal injection wells that run under the building footprint and are accessible from the exterior of the building. Conveyance piping will be installed so that interior well MW007 can be sampled from outside the building. All equipment that came in contact with impacted soil will be decontaminated.

Golder will restore the site surface to pre-ISR conditions with concrete inside the building and asphalt outside the building. Golder will restore the wall between the former drycleaner and the adjacent bay, as well as certain bathroom and plumbing fixtures, ceiling grids, overhead lighting, electrical panels and transformers, and HVAC ductwork in the building interior as shown on Sheet 5 in Attachment A of this Task Assignment.

Subtask 3: Reporting Golder will submit the ISR Report to FDEP.

The FDEP Project Manager agrees to the scope of work and final cost associated with this Task Assignment. The final cost for this Task Assignment is $446,818.30 with 1,331 labor hours.

Golder may invoice following the schedule established in the Deliverables and Invoice Schedule Attachment, which accompanies the Task Assignment Notification Form.

FDEP COST ESTIMATEContractor: Golder Associates Inc.

Date: 7/16/2020

Task #: DC008o SubTask 1 Project Management SubTask 6

Site: Jay's Professional Dry Cleaners & Laundry SubTask 2 ISR Activities SubTask 7

Activity/Phase: ISR SubTask 3 Reporting SubTask 8

Project Manager: Ben Grubbs SubTask 4 SubTask 9

SubTask 5 SubTask 10

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

$48.45 Project Manager (MCC) 110 109.7 $0.00 Practice Leader - LV7 0 0.0 0 0 0 0 0 0 0 0

$57.70 Senior Consultant - LV6 (JB) 71 67.5 3 0 0 0 0 0 0 0 $48.45 Senior Sci/Eng.- LV5 (MCC) 144 114.0 30 0 0 0 0 0 0 0 $40.33 Senior Project Sci/Eng - LV4 (JT) 1 0.5 0 0 0 0 0 0 0 0 $36.10 Senior Project Sci/Eng - LV4 (KC) 503 503.0 0 0 0 0 0 0 0 0 $26.32 Staff Sci/Eng - LV2 (JS) 495 495.0 0 0 0 0 0 0 0 0

$0.00 Staff Sci/Eng - LV2 0 0.0 0 0 0 0 0 0 0 0 $37.85 Project Sci/Eng - LV3 (BL) 6 0.0 6 0 0 0 0 0 0 0

$0.00 Project Sci/Eng - LV3 0 0.0 0 0 0 0 0 0 0 0 $0.00 Draftsperson - LD1 0 0.0 0 0 0 0 0 0 0 0 $0.00 Senior Technician - LT3 0 0.0 0 0 0 0 0 0 0 0 $0.00 Senior Technician - LT3 0 0.0 0 0 0 0 0 0 0 0 $0.00 Staff Sci/Eng - LV2 0 0.0 0 0 0 0 0 0 0 0 $0.00 Senior Admin. - LA3 0 0.0 0 0 0 0 0 0 0 0

$24.10 Staff Admin - LA2 (AS) 2 0.0 2 0 0 0 0 0 0 0 $0.00 Admin. Support - LA1 0 0.0 0 0 0 0 0 0 0 0

Total Hours 1331 110 1180.0 41.0 0 0 0 0 0 0 0

Direct Labor $47,842.67 $5,315.85 $40,624.92 $1,901.90 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Overhead 172.50% $82,528.61 $9,169.84 $70,077.99 $3,280.78 $0.00 $0.00 $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 0.00% $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Labor $130,371.28 $14,485.69 $110,702.91 $5,182.68 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Other Direct Costs $2,392.14 $265.79 $2,031.25 $95.10 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

REV: 02/03 CEF GOLDER Page 1

FDEP COST ESTIMATEContractor: Golder Associates Inc.

Date: 7/16/2020

Task #: DC008o SubTask 1 Project Management SubTask 6

Site: Jay's Professional Dry Cleaners & Laundry SubTask 2 ISR Activities SubTask 7

Activity/Phase: ISR SubTask 3 Reporting SubTask 8

Project Manager: Ben Grubbs SubTask 4 SubTask 9

SubTask 5 SubTask 10

Totals 1 2 3 4 5 6 7 8 9 10 Travel

Vehicle Rental $10,280.00 $10,280.00 $0.00 $0.00 $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 $10,280.00 $10,280.00 $0.00 $0.00 $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

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) $0.00 $0.00 $0.00 $0.00 $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 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

IDW $0.00 $0.00 $0.00 $0.00 $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 Moran $248,830.43 $248,830.43 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

EOS $1,161.00 $1,161.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Pace $110.00 $110.00 $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 $250,101.43 $250,101.43 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Handling Fee $16,005.07 $16,005.07 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Cost $266,106.50 $266,106.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Laboratory Analytical Costs $600.00 $600.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fast Turnaround Charges $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Sample Shipping $63.00 $63.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Laboratory $663.00 $663.00 $0.00 $0.00 $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 $1,462.50 $1,462.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Drilling related) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Analytical related) $266.55 $266.55 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (IDW related) $172.70 $172.70 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Equipment (Other) $22,066.50 $22,066.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Field Expenses $23,968.25 $23,968.25 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Subtotal $433,781.17 $14,751.48 $413,751.91 $5,277.78 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Completion Fee $13,037.13 $1,448.57 $11,070.29 $518.27 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Total Estimated Cost $446,818.30 $16,200.05 $424,822.20 $5,796.05 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

REV: 02/03 CEF GOLDER Page 2

LEVEL OF EFFORT/EXPENSE WORKSHEET

SITE : Jay's Professional Dry Cleaners & Laundry SUBTASK 2: ISR Activities

DATE: 7/16/2020

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Senior Consultant (J. Brown) 67.5

Senior Sci/Eng (M. Crews) 114

Senior Proj Sci/Eng (K. Crockett) 503

Staff Sci/Eng (J. Spengler) 495

Senior Proj Sci/Eng (J. Thomas) 0.5

TOTAL LABOR 1,180

EQUIPMENT ITEM RATE COSTING UNIT USAGE TOTALS

Excavation and Site Restoration Miscellaneous Expendables $32.50 Per Day 45 $1,462.50 Construction/O&M/Pilot Test Kit $1,164.00 Per Week 9 $10,476.00 Respiration Dust Monitor (2 total) $310.40 Per Week 18 $5,587.20 Photoionization Meter (Mini RAE) $349.20 Per Week 9 $3,142.80 Total Survey Station $167.00 Per Week 9 $1,503.00 Noise (Decibal) Meter $128.20 Per Week 9 $1,153.80 Vinyl chloride detector tubes $67.90 Per Pack of 10 3 $203.70

Baseline Groundwater Sampling Shallow Groundwater Sampling Kit $208.55 Per Day 1 $208.55 Tubing, poly/HDPE $0.25 Per Foot 200 $50.00 Tubing, silicon 3/16 x 3/8 $2.00 Per Foot 4 $8.00 Drum, 55-gallon $58.20 Each 1 $58.20 Portable Compressor $48.50 Per Day 1 $48.50 Generator, 5 kW $66.00 Per Day 1 $66.00

$23,968.25

VEHICLE TYPE RATE UNIT USAGE

Truck (Field Staff) - Exc and site rest. $420.00 Per Week 9 $3,780.00 Truck (Field Staff) - COVID-19 Grant $420.00 Per Week 9 $3,780.00 Truck (PM and Compaction Site Visits) $68.00 Per Day 40 $2,720.00

TOTAL VEHICLE $10,280.00

Update FDEP tables, run data checker, and prepare error reports and tables for submission of 4 samples); FDEP GIS tables and ADaPT deliverables.

TOTAL EQUIPMENT

ISR Activities estimated to take 45 total days spread across multiple weeks. Daily reports will be prepared for each day of ISR activities.

Round trip travel for site visit (1 hour RT x 20 trips = 20 hours). Construction oversight during site visits (2 hours per trip x 20 trips = 40 hours). Senior review of daily reports (10 min/day x 45 days = 450 min [7.5 hours]).

Round trip travel for site visit (1 hour RT x 20 trips = 20 hours). Construction oversight during site visits (2 hours per trip x 20 trips = 40 hours). Daily report of ISR activities (45 hours). Weekly calls with FDEP (1 hour per week x 9 weeks = 9 hours).

ISR Oversight: Field event preparation (8 hours). Subcontractor oversight, waste management, site control, health and safety, site restoration (10 hours per day x 45 days = 450 hours). Round trip travel (1 hour RT x 45 trips = 45 hours).

Subcontractor oversight, waste management, site control, health and safety, site restoration (10 hours per day x 45 days = 450 hours). Round trip travel (1 hour RT x 45 trips = 45 hours).

FINAL --7/24/96

PER DIEM STAFF RATE UNIT USAGE

$0.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

Baseline Groundwater Sampling

TRPH - FL-PRO $84.00 4 0 $336.00

Halocarbons - Method 8260 $66.00 4 0 $264.00 Sample Shipping - small $63.00 1 $63.00

TOTAL LAB $663.00

SUBCONTRACTOR COSTS

NAME PURPOSE RATE COSTING UNIT USAGE

Moran ISR $248,830.43 LS 1 $248,830.43 EOS Enhanced Bio Application $1,161.00 LS 1 $1,161.00 Pace Dissolved Gases (AM20GAX) $110.00 EA 1 $110.00

TOTAL $250,101.43

TOTAL PER DIEM

FINAL --7/24/96

SITE : Jay's Professional Dry Cleaners & Laundry SUBTASK 3: Reporting

DATE: 7/16/2020

LABOR CATEGORY *PROVIDE TIME REQUIRED FOR EACH PERSON

STAFF-TITLE WORK DESCRIPTION HOURS

Senior Eng/Sci (J. Brown) Senior review of ISR Report. 3

Senior Project Sci/Eng (M. Crews) 30

Project Sci/Eng (B. Lucero) 6

Staff Admin (A.Shportun) 2

TOTAL LABOR 41

EQUIPMENT ITEM RATE COSTING UNIT USAGE TOTALS

TOTAL EQUIPMENT $0.00

VEHICLE TYPE RATE UNIT USAGE

TOTAL VEHICLE $0.00

LABORATORY COSTS

PARAMETER RATE # SAMPLES #QAQC

TOTAL LAB $0.00

SUBCONTRACTOR COSTS

NAME PURPOSE RATE COSTING UNIT USAGE TOTALS

TOTAL $0.00

CADD - report figures

Develop ISR Report and as-built drawings.

Reporting-document production, binding and shipping

June 2020 FDEPDC008

Item Quantity Units Moran Unit Cost Moran Cost CES Unit

Cost CES Cost RSI Unit Cost RSI Cost Comments

Mobilization 1 LS 600.00$ 600.00$ 10,500.00$ 10,500.00$ 51,291.84$ 51,291.84$ Site Preparation 1 LS 2,831.00$ 2,831.00$ 15,000.00$ 15,000.00$ 45,483.37$ 45,483.37$ See e-mail description of site preparation activities

Site Security (temporary fencing) 350 LF 10.00$ 3,500.00$ 12.00$ 4,200.00$ 11.22$ 3,927.00$ Temporary 6-foot high chain-link fence with screens to restrict public access to site

Demolition of Non-Load Bearing Interior Walls and C&D Transport & Disposal 1 LS 45,134.00$ 45,134.00$ 11,400.00$ 11,400.00$ 13,799.62$ 13,799.62$ Sheets S1.0 and S2.0

Building Support (helical piers) 1 LS 58,000.00$ 58,000.00$ 54,000.00$ 54,000.00$ 58,946.21$ 58,946.21$

Sheets S1.0 and S2.0 (estimated). Include cost for exploratory boring (less than 30 feet bgs) for soil characterization and cost for separate mobilization before pier installation to expose the footer for characterization.

Exterior Asphalt Removal and C&D Transport & Disposal 563 SF 6.25$ 3,518.75$ 13.00$ 7,319.00$ 6.15$ 3,462.45$ Estimated 450 square feet with 25% contingency factor

Interior Concrete Removal and C&D Transport & Disposal 1,180 SF 11.75$ 13,865.00$ 13.50$ 15,930.00$ 13.42$ 15,835.60$ Estimated 1,073 square feet with 10% contingency factor.

Estimate up to 8 inches in thickness.

Excavation and Non-Hazardous Waste Transport and Disposal - Conventional Excavation Inside 196 tons 164.50$ 32,242.00$ 130.00$ 25,480.00$ 317.01$ 62,133.96$ Estimated 855 square feet x 4 feet excavation volume with 10% contingency factor

Excavation and Non-Hazardous Waste Transport and Disposal - Soft Excavation Outisde 52 tons 287.50$ 14,950.00$ 230.00$ 11,960.00$ 764.63$ 39,760.76$ Estimated 222 square feet x 4 feet excavation volume with 10% contingency factor

Vacuum Truck for Non-Hazardous Waste Excavation Liquids Removal, Transport, and Disposal 9,000 per gallon 0.55$ 4,950.00$ 1.40$ 12,600.00$ 0.73$ 6,570.00$ Estimated 1,077 square feet x 1 foot of groundwater with 10% contingency factor

Horizontal Injection Well Installations (3) & Conveyance Piping, Dedicated Tubing, and Exterior Well Vault for well MW007

1 LS 2,590.00$ 2,590.00$ 19,500.00$ 19,500.00$ 5,563.13$ 5,563.13$ Sheet 5

57 Stone Backfill Placement Overlain with Geotextile Fabric 54 CY 108.50$ 5,859.00$ 72.00$ 3,888.00$ 204.32$ 11,033.28$ Sheet 4, S1.0, and S2.0; estimated 1,077 square feet x 1 foot depth with 10% contingency factor

Backfill Placement and Compaction (Soil) 216 CY 93.00$ 20,088.00$ 54.00$ 11,664.00$ 179.30$ 38,728.80$ Sheet 4, S1.0, and S2.0; estimated 1,077 square feet x 3 foot depth x 1.4 expansion factor with 25% contingency factor

Exterior Asphalt Replacement (with Sub-Base) 563 SF 11.16$ 6,283.08$ 35.00$ 19,705.00$ 18.20$ 10,246.60$ Sheets S1.0 and S2.0 Interior Concrete Replacement 1,180 SF 11.57$ 13,652.60$ 14.80$ 17,464.00$ 21.80$ 25,724.00$ Sheets S1.0 and S2.0

Replace Non-Load Bearing Interior Walls, Plumbing Stubouts, Drop Ceiling, Re-install Electrical Panels and Transformer on Rear Wall of Jay's Unit

1 LS 77,032.00$ 77,032.00$ 98,000.00$ 98,000.00$ 45,966.38$ 45,966.38$ Sheet 5

Demobilization 1 LS 600.00$ 600.00$ 10,500.00$ 10,500.00$ 6,951.26$ 6,951.26$

TOTAL

COST $ 305,695.43 TOTAL COST $ 349,110.00 TOTAL

COST $ 445,424.26

Number of Days to Complete 45 52 45

Notes:

LS - lump sum SF - square feet LF- linear feet CY - cubic yards

INTERIM SOURCE REMOVAL BID SUMMARY

Jay's Professional Dry Cleaners and Laundry

FDEP Facility ID: ERIC_4521 Jacksonville, Duval County, Florida

DC008N - Jay's Cleaners Bid Summary Table (All) Page 1 of 1

$53,200 mcrews Callout Per Moran E-mail $4,800 of $58,000 is for pre-construction work (exposing footer & geotechnical boring) and is proposed to be included in TA DC008N. The remaining $53,200 to be included in TA DC008O.

mcrews Polygonal Line mcrews Callout DC008N Pre-Construction Activities mcrews Callout $600 + $2,831 + $3,500 + $45,134.00 + $4,800.00 = $56,865.00 for Pre-Construction Activities (DC008N)

$305,695.43 - $56,865.00 = $248,830.43 for remaining ISR Activities (DC008O) mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight mcrews Highlight

May 2020 FDEPDC008

Item Quantity Units Unit Cost Cost Comments

Mobilization 1 LS Site Preparation 1 LS See e-mail description of site preparation activities

Site Security (temporary fencing) 350 LF Temporary 6-foot high chain-link fence with screens to restrict public access to site

Demolition of Non-Load Bearing Interior Walls and C&D Transport & Disposal 1 LS Sheets S1.0 and S2.0

Building Support (helical piers) 1 LS

Sheets S1.0 and S2.0 (estimated). Include cost for exploratory boring (less than 30 feet bgs) for soil characterization and cost for separate mobilization before pier installation to expose the footer for characterization.

Exterior Asphalt Removal and C&D Transport & Disposal 563 SF Estimated 450 square feet with 25% contingency factor

Interior Concrete Removal and C&D Transport & Disposal 1,180 SF Estimated 1,073 square feet with 10% contingency factor. Estimate up to 8 inches in thickness.

Excavation and Non-Hazardous Waste Transport and Disposal - Conventional Excavation Inside 196 tons Estimated 855 square feet x 4 feet excavation volume with 10% contingency factor Excavation and Non-Hazardous Waste Transport and Disposal - Soft Excavation Outisde 52 tons Estimated 222 square feet x 4 feet excavation volume with 10% contingency factor

Vacuum Truck for Non-Hazardous Waste Excavation Liquids Removal, Transport, and Disposal 9,000 per gallon Estimated 1,077 square feet x 1 foot of groundwater with 10% contingency factor

Horizontal Injection Well Installations (3) & Conveyance Piping, Dedicated Tubing, and Exterior Well Vault for well MW007

1 LS Sheet 5

57 Stone Backfill Placement Overlain with Geotextile Fabric 54 CY Sheet 4, S1.0, and S2.0; estimated 1,077 square feet x 1 foot depth with 10% contingency factor

Backfill Placement and Compaction (Soil) 216 CY Sheet 4, S1.0, and S2.0; estimated 1,077 square feet x 3 foot depth x 1.4 expansion factor with 25% contingency factor

Exterior Asphalt Replacement (with Sub-Base) 563 SF Sheets S1.0 and S2.0 Interior Concrete Replacement 1,180 SF Sheets S1.0 and S2.0 Replace Non-Load Bearing Interior Walls, Plumbing Stubouts, Drop Ceiling, Re-install Electrical Panels and Transformer on Rear Wall of Jay's Unit

1 LS Sheet 5

Demobilization 1 LS

TOTAL COST

Number of Days to Complete

Notes:

LS - lump sum SF - square feet LF- linear feet CY - cubic yards

INTERIM SOURCE REMOVAL BID SUMMARY

(MORAN)

Jay's Professional Dry Cleaners and Laundry Jacksonville, Duval County, Florida

FDEP Facility ID: ERIC_4521

Jay's Cleaners - Bid Summary Table.rev3 Page 1 of 1

$600.00

$13,652.60$11.57 $11.16 $6,283.08 $93.00 $20,088.00

$108.50 $5,859.00

$2,590.00

$0.55 $4,950.00

$287.50 $14,950.00

$164.50 $32,242.00

$11.75 $13,865.00

$6.25 $3,518.75

$58,000.00

$3,500.00$10.00

$600.00

$45,134.00

$77,032.00

45 (working days)

$2,831.00

$305,695.43

$58,000.00

$2,590.00

$77,032.00

$600.00

$600.00 $2,831.00

$45,134.00

May 2020 FDEPDC008

INTERIM SOURCE REMOVAL BID SUMMARY

(CAPITOL ENVIRONMENTAL SERVICES)

Jay’s Professional Dry Cleaners and Laundry Jacksonville, Duval County, Florida

FDEP Facility ID: ERIC_4521 5/25/20

Item Quantity Units Unit Cost Cost Comments

Mobilization 1 LS $10,500 $10,500

Site Preparation 1 LS $15,000 $15,000 See e-mail description of site preparation activities

Site Security (temporary fencing) 350 LF $12.00 $4,200 Temporary 6-foot high chain-link fence with screens to restrict public access to site

Demolition of Non-Load Bearing Interior Walls and C&D Transport & Disposal 1 LS $11,400 $11,400 Sheets S1.0 and S2.0

Building Support (helical piers)

LS

$54,000 $54,000 Sheets S1.0 and S2.0 (estimated). Include cost for exploratory boring (less than 30 feet bgs) for soil characterization and cost for separate mobilization before pier installation to expose the footer for characterization.

Exterior Asphalt Removal and C&D Transport & Disposal 563 SF $13.00 $7,319 Estimated 450 square feet with 25% contingency factor

Interior Concrete Removal and C&D Transport & Disposal 1,180 SF $13.50 $15,930 Estimated 1,073 square feet with 10% contingency factor. Estimate up to 8 inches in thickness.

Excavation and Non-Hazardous Waste Transport and Disposal - Conventional Excavation Inside 196 tons $130.00 $25,480 Estimated 855 square feet x 4 feet excavation volume with 10% contingency factor Excavation and Non-Hazardous Waste Transport and Disposal – Soft Excavation Outside 52 tons $230.00 $11,960 Estimated 222 square feet x 4 feet excavation volume with 10% contingency factor

Vacuum Truck for Non-Hazardous Waste Excavation Liquids Removal, Transport, and Disposal

9,000 per gallon

$1.40 $12,600 Estimated 1,077 square feet x 1 foot of groundwater with 10% contingency factor

Horizontal Injection Well Installations (3) & Conveyance Piping, Dedicated Tubing, and Exterior Well Vault for well MW007

$19,500 $19,500 Sheet 5

57 Stone Backfill Placement Overlain with Geotextile Fabric 54 CY $72.00 $3,888 Sheet 4, S1.0, and S2.0; estimated 1,077 square feet x 1 foot depth with 10% contingency factor

Backfill Placement and Compaction (Soil) 216 CY $54.00 $11,664 Sheet 4, S1.0, and S2.0; estimated 1,077 square feet x 3 foot depth x 1.4 expansion factor with 25% contingency factor

Exterior Asphalt Replacement (with Sub-Base) 563 SF $35.00 $19,705 Sheets S1.0 and S2.0 Interior Concrete Replacement 1,180 SF $14.80 $17,464 Sheets S1.0 and S2.0 Replace Non-Load Bearing Interior Walls, Plumbing Stubouts, Drop Ceiling, Re-install Electrical Panels and Transformer on Rear Wall of Jay’s Unit

$98,000 $98,000 Sheet 5

Demobilization 1 LS $10,500 $10,500

TOTAL COST

$349,110.00

Number of Days to Complete 52 APPROVED BY BRANDT FRENCHMAN, CESI SR. MGR

Notes:

LS - lump sum LF- linear feet

SF - square feet CY - cubic yards

Jay's Cleaners - Bid Summary Table.rev3 Page 1 of 1

May-20 FDEPDC008

Item Quantity Units Unit Cost Cost Comments

1 Mobilization 1 LS $ 51,291.84 $ 51,291.84

2 Site Preparation 1 LS $ 45,483.37 $ 45,483.37 See e-mail description of site preparation activities

3 Site Security (temporary fencing) 350 LF $ 11.22 $ 3,927.00

Temporary 6-foot high chain-link fence with screens to restrict public access to site

Demolition of Non-Load Bearing

Interior Walls and C&D Transport &

Disposal

1 LS $ 13,799.62 $ 13,799.62 Sheets S1.0 and S2.0

5 Building Support (helical piers) 1 LS $ 58,946.21 $ 58,946.21

Sheets S1.0 and S2.0 (estimated), Include cost for exploratory boring

(less than 30 feet bgs) for soil characterization and costs for separate mobilization before pier installation to expose the footer for characterization.

Exterior Asphalt Removal and C&D

Transport & Disposal

563 SF $ 6.15 $ 3,462.45

Estimated 450 square feet with

25% contingency factor

Interior Concrete Removal and C&D

Transport & Disposal

1,180 SF $ 13.42 $ 15,835.60

Estimated 1,073 square feet with

10% contingency factor. Estimate up to 8 inches in thickness.

Excavation and Non-Hazardous

Waste Transport and Disposal -

Conventional Excavation Inside

196 Tons $ 317.01 $ 62,133.96

Estimated 855 square feet x 4 feet excavation volume with 10% contingency factor

Excavation and Non-Hazardous

Waste Transport and Disposal - Soft

Excavation Outside

52 Tons $ 764.63 $ 39,760.76

Estimated 222 square feet x 4 feet excavation volume with 10% contingency factor

Vacuum Truck for Non-Hazardous

Waste Excavation Liquids Removal, Transport and Disposal

9,000 Per

Gallon $ 0.73 $ 6,570.00

Estimated 1,077 square feet x 1 foot of groundwater with 10% contingency factor

Horizontal Injection Well

Installations (3) & Conveyance

Piping, Dedicated Tubing, and

Exterior Well Vault for well MW007

1 LS $ 5,563.13 $ 5,563.13 Sheet 5

57 Stone Backfill Placement

Overlain with Geotextile Fabric

54 CY $ 204.32 $ 11,033.28

Sheet 4, S1.0, and S2.0; estimated

1,077 square feet x 1 foot depth with 10% contingency factor

Backfill Placement and Compaction

(Soil)

216 CY $ 179.30 $ 38,728.80

Sheet 4, S1.0, and S2.0; estimated

1,077 square feet x 3 foot depth x

1.4 expansion factor with 10% contingency factor

Exterior Asphalt Replacement (with

Sub-Base) 563 SF $ 18.20 $ 10,246.60 Sheets S1.0 and S2.0

15 Interior Concrete Replacement 1,180 SF $ 21.80 $ 25,724.00 Sheets S1.0 and S2.0

Replace Non-Load Bearing Interior

Walls, Plumbing Stub outs, Re-install Electrical Panels and

Transformer on Rear Wall of Jay's

Unit

1 LS $ 45,966.38 $ 45,966.38 Sheet 5

17 Demobilization 1 LS $ 6,951.26 $ 6,951.26

TOTAL COST $ 445,424.26

Number of Days to Complete 45 Notes:

INTERIM SOURCE REMOVAL BID SUMMARY

(RSI)

Jay's Professional Dry Cleaners and Laundry Jacksonville, Duval County, Florida

FDEP Facility ID: ERIC_4521

Crews, Matt

From: Crews, Matt Sent: Monday, May 18, 2020 11:22 AM To: Ryan Harris; Brandt Frenchman; Grant Sherwood; Robert Sevret; bmecom@rsi-ks.com Cc: Brown, Jesse (Jacksonville); Spengler, Justin; Crockett, Kris; Mongillo, Ralph Subject: RE: Jay's Cleaners Soil Excavation Bid Request Attachments: DC008L - Jay's Cleaners Draft Construction Drawings.rev1.pdf; Jay's Cleaners - Bid Summary

Table.rev3.pdf

Good morning all, We have received approval from the property owner and the FDEP for the attached set of Construction Drawings. I have included the property owner’s comments below with our responses in red. Please note that the property owner has requested an independent company to complete the compaction testing (i.e. neither Golder nor your crew can complete the testing), so please factor that into the Backfill Placement and Compaction line item. Please go through each of the e‐mail correspondences below and let us know if you have any questions. We would like to have the completed Bid Summary Tables back from you guys by Monday, May 25th. Please confirm receipt of this email and let us know if that will be an issue.

Property Owner Comments with Responses Here are comments to the plans:

‐ We need it noted that Sleiman will receive a copy of the interior and exterior compaction test result by an independent engineering firm. We use Ages. See Sheet 4, Note 2.

‐ S1.0‐ Soils: Currently it states Owner shall provide contractor a report stating the subsurface condition. This needs to state Golder or their GC, not owner See revised Sheet S1.0.

‐ S1.0‐ Concrete: needs to be 3,000 PSI, not 2,500 See revised Sheet S1.0.

S1.0 Slab on grade: we will not allow fibermesh. Please remove that note. See revised Sheet S1.0.

‐ Need note showing the sliding doors removed and reinstalled/or replace if damaged. See new Sheet 5 note.

Also, how will the unit be secured during none work hours. Golder’s subcontractor will construct a temporary (and removable) door to secure the space during non‐working hours. The temporary door will be secured from the inside and will cover the space where the sliding glass doors were located. Once the temporary door is secured from the inside, site workers will exit the building through the existing front doors and lock up the site for the day.

‐ We will require all bathroom fixtures per ADA requirements and high low sinks to be installed per the plans by Contractor, not owner. The bathrooms need to be finished with ceiling grids, mechanical and electrical, requirements per the ADA permit requirements. Per our conference call on 4/29/20, the FDEP will restore the plumbing in the restrooms (toilet, sink, and fountains) and will replace the toilets and sinks in each restroom. The FDEP will also replace any of the ceiling grid that is removed from the bay adjacent to the Jay’s Cleaners bay (see new mark‐up on Sheet 5). The FDEP can reinstall existing overhead lighting and A/C ductwork in the adjacent bay at locations specified by Sleiman. As also discussed in our conference call, Sleiman may reach out to Golder’s subcontractor separately to request pricing to complete the restroom restoration so that the rooms are in ADA compliance. Please refer to new notes on Sheet 5.

‐ Do not install floor tiles on the new concrete slab as previously discussed. Acknowledged. Note removed from Sheet 5.

‐ Please explain how you guys will get the compaction rate below the footings. Per previous correspondence, allowing the FDEP to use excavatable flowable fill outside of the building will allow for us to meet the compaction requirements below the footings and will provide additional support to the building.

‐ S1.0. revise or remove the not stating the contractor shall be responsible for any shoring to protect the structure. Any shoring plan needs to be supplied by an engineer and inspected once the GC has performed the work. See revised Sheet S1.0. This is standard language for the structural engineering firm and is not necessary for our project.

Thanks, Matt

Matt Crews, PE Senior Engineer

Golder Associates Inc.

9428 Baymeadows Road, Suite 400, Jacksonville, Florida, USA 32256 T: +1 904 363-3430 | D: +1 904 363-3430 x26023 | C: +1 904 327 8420 | golder.com LinkedIn | Facebook | Twitter

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From: Crews, Matt Sent: Wednesday, April 22, 2020 11:45 AM To: Ryan Harris <rharris@moranenvironmental.com>; Brandt Frenchman <BFrenchman@capitolenv.com>; Grant Sherwood <gsherwood@rsi‐ks.com>; Robert Sevret <bsevret@brookridgeenv.com>; bmecom@rsi‐ks.com Cc: Brown, Jesse (Jacksonville) <jesse_brown@golder.com>; Spengler, Justin <Justin_Spengler@golder.com>; Crockett, Kris <Kris_Crockett@golder.com> Subject: RE: Jay's Cleaners Soil Excavation Bid Request

Good morning all, There has been some movement this week on a resolution between the property owner and the FDEP regarding the final site restoration. While I do not have the final agreed upon set of Construction Drawings, I wanted to give you a heads up that this bid request may again become active as soon as next week.

Thanks for your patience and hope you all are safe and healthy.

Matt

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Electronic media is susceptible to unauthorized modification, deterioration, and incompatibility. Accordingly, the electronic media version of any work product may

Sent: Thursday, March 5, 2020 9:10 AM To: Ryan Harris <rharris@moranenvironmental.com>; Brandt Frenchman <BFrenchman@capitolenv.com>; Grant Sherwood <gsherwood@rsi‐ks.com>; Robert Sevret <bsevret@brookridgeenv.com>; bmecom@rsi‐ks.com Cc: Brown, Jesse (Jacksonville) <jesse_brown@golder.com>; Godfrey, Kimberly <Kimberly_Godfrey@golder.com>;

Spengler, Justin <Justin_Spengler@golder.com>; Crockett, Kris <Kris_Crockett@golder.com> Subject: RE: Jay's Cleaners Soil Excavation Bid Request

Good morning all, There has been no update since our last correspondence. We are again extending the due date by one week. The new due date is March 13th. We appreciate your patience on this.

Matt

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Sent: Wednesday, February 26, 2020 10:40 AM To: 'Ryan Harris' <rharris@moranenvironmental.com>; 'Brandt Frenchman' <BFrenchman@capitolenv.com>; Grant Sherwood <gsherwood@rsi‐ks.com>; 'Robert Sevret' <bsevret@brookridgeenv.com>; 'bmecom@rsi‐ks.com' <bmecom@rsi‐ks.com> Cc: Brown, Jesse (Jacksonville) <jesse_brown@golder.com>; Godfrey, Kimberly <Kimberly_Godfrey@golder.com>;

Spengler, Justin <Justin_Spengler@golder.com>; Crockett, Kris <Kris_Crockett@golder.com> Subject: RE: Jay's Cleaners Soil Excavation Bid Request

Good morning all, The property owner provided comments to us, which we have since forwarded to FDEP, regarding the Construction Drawings. The primary point of contention is the final restoration plans for the bathrooms in each of the two units. The FDEP is in the process of responding to the comments. The final result of this communication will likely require modifications to the plans. With that said, we are extending the bid request by at least one week to allow FDEP and the property owner to agree on a final restoration plan for the building.

The new due date is Friday, March 6th. We will provide updated drawings as soon as there is a resolution. Please let me know if you have any questions.

Thanks, Matt

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Sent: Friday, February 21, 2020 1:56 PM To: Ryan Harris <rharris@moranenvironmental.com>; Brandt Frenchman <BFrenchman@capitolenv.com>; Grant Sherwood <gsherwood@rsi‐ks.com>; Robert Sevret <bsevret@brookridgeenv.com>; bmecom@rsi‐ks.com Cc: Brown, Jesse (Jacksonville) <jesse_brown@golder.com>; Godfrey, Kimberly <Kimberly_Godfrey@golder.com>;

Spengler, Justin <Justin_Spengler@golder.com>; Crockett, Kris <Kris_Crockett@golder.com> Subject: RE: Jay's Cleaners Soil Excavation Bid Request

Good afternoon all, I wanted to send a couple clarifications and answer some questions we have recently received:

Building Support (helical piers) – The preliminary design included on Sheets S1.0 and S2.0 provided by Baker Design Build will be used to develop the costs for this bid. This design is based on the structural engineer’s best guess as to the dimensions and characteristics of the footer and the subsurface soil. Based on feedback from the structural engineer, we are asking that you please include a cost in this line item for an exploratory soil boring to be advanced near the building for adequate characterization of the soil for engineering purposes. In addition, please include a cost for a separate, pre‐construction mobilization to expose the footer for documentation and review by the structural engineer and foundation support specialist.

We asked the structural engineer to provide square footages for the asphalt removal, concrete removal, and excavation area to compare to our initial estimates. The asphalt removal area estimate changed from 449 square feet to 450 square feet. The excavation area changed from 1,081 square feet to 1,077 square feet. The concrete removal area was the same as our initial estimate. These revisions did not significantly change any of the quantities previously estimated.

Excavation and Non‐Hazardous Waste Transport and Disposal – Based on our site walkthrough, the consensus was that conventional excavation methods were likely to be ineffective outside of the building footprint, due to the utilities present in the area. Therefore, we have separated this line item into two sections: one section for conventional excavation (inside) and one section for soft excavation (outside). We assumed that the square footage of the exterior excavation is 222 SF and the square footage of the interior excavation is 855 SF (total of

1,077 SF).

Backfill Placement and Compaction (Soil) – We did not include a soil expansion factor in our previous estimate. The revised bid summary table now includes a quantity of 185 cubic yards.

The questions we have received thus far are as follows, with answers in red text:

We are looking at the logistics of staging roll offs and other items at the site. The bid summary specifies 310’ of security fence. There appears to be a one way traffic pattern along the back side of the facility.

1‐ Can you provide the location and size of the staging area we can utilize – See attached map from Google Earth with the approximate temporary fencing boundary we are planning to have for the work. I have also highlighted an area where we may be able to have access to additional parking spaces for roll‐offs. This layout will still allow traffic to exit in that area. We also increased the estimated fence length to 350 LF.

2‐ Is the contractor to provide a proctor for the base rock below the asphalt ‐ Yes 3‐ What is required when the pavement becomes scratched from equipment and roll offs – Please include costs for plywood to be under the roll‐offs when dropping off and picking up. We don’t want to damage the asphalt, but it will need to be repaired if damaged. This will be a change order and costs do not need to be included in this bid. Please have a plan to minimize equipment over the asphalt.

4‐ Can we stockpile rock and soil on the parking lot – I do not anticipate there to be sufficient room for this, but if it can fit in the staging area, this may be acceptable.

5‐ What will keep the footing from rolling since the helical piles are only installed on the exterior side of the footing. – We have discussed this with the structural engineer. Once the footer is exposed and we are aware of the characteristics, we can make adjustments to the plan (see first bullet in the email).

6‐ Is there an asbestos inspection report available for the interior walls, flooring and flooring adhesive. – No. Golder will complete an asbestos survey prior to mobilization.

If you have any further questions, please let us know.

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Sent: Monday, February 17, 2020 5:07 PM To: Ryan Harris <rharris@moranenvironmental.com>; Brandt Frenchman <BFrenchman@capitolenv.com>; Grant Sherwood <gsherwood@rsi‐ks.com>; Robert Sevret <bsevret@brookridgeenv.com> Cc: Brown, Jesse (Jacksonville) <jesse_brown@golder.com>; Godfrey, Kimberly <Kimberly_Godfrey@golder.com>;

Crockett, Kris <Kris_Crockett@golder.com>; Spengler, Justin <Justin_Spengler@golder.com> Subject: RE: Jay's Cleaners Soil Excavation Bid Request

Good afternoon, I have updated the attached bid summary table to include a line item for removal of liquids that may enter the excavation area as we dig into the water table. For estimating purposes, I have assumed one‐foot of water across the entire footprint of the excavation area. Golder is working on updating the draft Construction Drawings to show the drop ceiling replacement that will be necessary in the unit next to the former dry cleaner. We hope to have that ready to send out tomorrow.

I requested approval from the property owner to use excavatable, flowable fill inside the building, but was denied. I did send in an additional request to allow us to use it outside the building (i.e. near the buried utilities). I will let you know when I hear back. I’m still waiting on a response regarding future use of the 3 electrical panels and the transformer located near the back wall (see attached photo), dry cleaner equipment lines on the dividing wall, and the alarm system.

Matt

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Electronic media is susceptible to unauthorized modification, deterioration, and incompatibility. Accordingly, the electronic media version of any work product may

Sent: Monday, February 17, 2020 10:09 AM To: Ryan Harris <rharris@moranenvironmental.com>; Brandt Frenchman <BFrenchman@capitolenv.com>; Grant Sherwood <gsherwood@rsi‐ks.com> Cc: Brown, Jesse (Jacksonville) <jesse_brown@golder.com>; Godfrey, Kimberly <Kimberly_Godfrey@golder.com>;

Crockett, Kris <Kris_Crockett@golder.com> Subject: RE: Jay's Cleaners Soil Excavation Bid Request

Good morning, Thanks you all for attending the pre‐bid meeting last Friday. We will be working with the FDEP and the property owner to get the answers to the questions that were raised during the meeting. I am passing along the lab reports (attached) associated with the soil sampling within the excavation area. While we did not analyze any of the samples using the TCLP, the total VOC concentrations indicate that the soil can be disposed as non‐hazardous waste. Please confirm with your preferred disposal facilities that non‐hazardous waste profiles can be generated using the current data set.

We will send out more information as we receive it.

Thanks, Matt

This email transmission is confidential and may contain proprietary information for the exclusive use of the intended recipient. Any use, distribution or copying of this transmission, other than by the intended recipient, is strictly prohibited. If you are not the intended recipient, please notify the sender and delete all copies.

Electronic media is susceptible to unauthorized modification, deterioration, and incompatibility. Accordingly, the electronic media version of any work product may

Sent: Tuesday, February 11, 2020 3:55 PM To: Ryan Harris <rharris@moranenvironmental.com>; Brandt Frenchman <BFrenchman@capitolenv.com>; Grant Sherwood <gsherwood@rsi‐ks.com> Cc: Brown, Jesse (Jacksonville) <jesse_brown@golder.com>; Godfrey, Kimberly <Kimberly_Godfrey@golder.com>;

Crockett, Kris <Kris_Crockett@golder.com> Subject: Jay's Cleaners Soil Excavation Bid Request

Good afternoon, Golder is requesting bids to complete soil excavation and site restoration activities at a former drycleaner located in the Crown Point Plaza shopping center at 10025 San Jose Boulevard in Jacksonville, Florida. The site (Jay’s Professional Dry Cleaners and Laundry) is managed by the Florida Department of Environmental Protection’s Waste Site Cleanup Section and has a Facility Identification # of ERIC_4521. The site and the unit adjacent to the site are currently vacant, and the property owner has agreed to allow the FDEP access to complete the proposed scope of work. Draft Construction Drawings and a Bid Summary Table are attached. Please note that the Construction Drawings are still in draft form and may be revised with comments from the FDEP and the property owner. We hope to have these approved prior to the pre‐bid meeting.

We would like to schedule a pre‐bid meeting onsite this Friday, February 14th at 10am. Please let us know if you can attend.

We request that you please complete the attached bid summary table and return within two weeks following the pre‐ bid meeting. Please also provide a list of equipment that you will plan to use, along with a brief description of your proposed methods of excavation, loading methods, backfilling, etc. and any permits that will be required. We have also underlined some additional requests in the bullet list below. We can also provide lab reports as needed for waste characterization. We anticipate construction activities will begin in April 2020. Please note that certain portions of this scope may require night work. We have submitted a request to the property owner as to which components are relevant and will have an answer prior to the pre‐bid meeting. A summary is as follows:

Golder will be responsible for the following:

Site access

Pre‐construction meeting the property owners to discuss project and site features that may need to be replaced at the end of the project

Pre‐construction video and photos of the site

Property survey

Private utility locate

Marking the excavation areas

Compaction testing

Dust and vapor monitoring

Project oversight

Post‐construction meeting with property owner for site restoration approval

The remediation contractor will be responsible for the following:

Mobilization

Site Preparation o Storm water control using best management practices (wattle or similar surrounding the established work boundary) o Establishing work zones (i.e. exclusion zones, contamination reduction zones, etc.) with appropriate barriers, signage, etc.

o Identifying and daylighting utilities located within excavation footprints, and temporarily decommissioning, as needed.

o Supplying appropriate MOT signage and safety barricades. The work will be completed on private property; however, the Crown Point Plaza Shopping Center is extremely busy.

o Sampling backfill from borrow pit for the presence of volatile organics, base/neutral compounds, acid extractables, the RCRA metals, pesticides, and total recoverable petroleum hydrocarbons (i.e providing clean fill). Please designate borrow pit.

o Collecting and analyzing a soil Proctor prior to compaction testing. Provide report to Golder.

o Removing air conditioning duct work from Jay's Cleaners unit if necessary.

o Disconnecting and staging electrical panels and transformer in rear of Jay's Cleaners unit.

Site security – temporary 6‐foot high…